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Home My WebLink About0265 SEAPUIT ROAD oil - .�IM2Town of Barnstable - Building _ Post This Card So That it is Visible-From the Street-Approved Plans Must be Retained on Job and.this Card Must be Kept Posted Until Final Inspection Has Been Made. Where a Certificate Permit of Occupancy is Required,such Building shall Not be Occupied until a Final inspection has been made. 1 J1l JlJll 1, ° Permit No. B-20-973 Applicant Name: James Koulopoulos Approvals Date Issued: 04/13/2020 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and over Expiration Date: 10/13/2020 Foundation: Location: 265 SEAPUIT ROAD,OSTERVILLE Map/Lot: 095-004 Zoning District: RF-1 Sheathing: Owner on Record: SAMRA, NICHOLAS DAVID& PEARSON, Contractor Name: JAMES KOULOPOULOS Framing: 1 Address: 38 WEST CLAY STREET Contractor License: 020280 2 SAN FRANCISCO,CA 94121-1231 � Est. Project Cost: $50,000.00 Chimney: Description: Storage shed/boathouse Permit Fee: $85.00 I Insulation: Project Review Req: WILL REQUIRE DESIGN PROFESSIONAL AS BUILT APPROVAL Fee Paid $85.00 j Date: 4/13/2020 Final: AT FRAME INSPECTION. ,P .12 Plumbing/Gas Rough Plumbing: Rijildang Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within.*ix months after�issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection'for the entire duration of the Final Gas: work until the completion of the same. ,� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:' ! Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed "µ 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: S�•T— i °F`"Erg Town of Barnstable &ARNST"M Building Department-200 Main StreetMASS 9 �00q Hyannis, MA 02601 } $ATEn MPY° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-167 CO Issue Date: 6/15/2018 Parcel ID: 095-004 Zoning Classification: RF-1 Location: 265 SEAPUIT ROAD, OSTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: KENNETH VONA CONST INC Permit Type: Residential - Single Family Type of Construction: Design Occupant Load: 0 Comments: Main House with Pool House attached 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition • TOWN'OF BARNSTABLE BUILDING PERMITPLICATION o P Map c! Parcel ©D wlA Application # /� Health Division �' `� Date Issued Conservation Divisions I b Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board "f Historic - OKH _ Preservation / Hyannis V� I Project Street Address77- 2� Sew r Village Owner tom:�,� Lhm C4 Address S'h^ 'f 2A-+nc�3 �-a 95t/� Telephone �62 Permit Request A -L � Square feet: 1st floor: existing propose 2nd floor: existing 7Uy proposed 5 2_ Total new Zoning District Flood Plain D Groundwater Overlay �d Project Valuation a 617t:�� Construction Type 1,J atj `�f3 Lot Size , 'S-60 og�:= Grandfathered: ❑Yes a No If yes, attach supporting documentation. Dwelling Type: Single Family 0--- Two Family ❑ Multi-Family(# units) Age of Existing Structure :9�-d—iPO Historic House: ❑Yes �`No On Old King's Highway: ❑Yes Basement Type: 6'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) A00 Number of Baths: Full: existing new 3 Half: existing new o Number of Bedrooms: existing3 new o Total Room Count (not including baths): existing _ new 3 First Floor Room Count 3 Heat Type and Fuel: dGas - 0 Oil ❑ Electric ❑ Other ' Central Air: Rf Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0--N-o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes E`No If/yes, site plan review# / Current Use Z S _A_- I o, Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name kA-cA KS ` Ox54J elephone Number N,�( Address f License # W0'k4UA-1, Home Improvement Contractor# (�(e Email ,'VL (A Lt.,r, U cA,_ , Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � — T�/Nq s � SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # ; DATE ISSUED . S `MAP/ PARCEL NO. ADDRESS VILLAGE OWNER 't DATE OF INSPECTION: - FOUNDATION i 1 FRAME INSULATION t FIREPLACE •ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH - FINAL r' GAS: ROUGH FINAL FINAL BUILDING f DATE CLOSED OUT E ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of IndustialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 ' www mass gov/dia Workers' Compensation Insurance Affidavit- Builders/Contractors/EIectricians/Plmnbers Applicant Information Please Print Legibly Name(Business/Organizalion/Individnai): 11,o,- Address: ozsy� City/State/Zip: Phone 8Q O --s C� Are you an employer?.Check the appropriate box: Type of project(required): 1.El am a employer with 4. [� am a general contractor and I 6. New construction employees(full and/or part-time).* have lured the sub-contractors 2.❑ I am a sole proprietor or partaer- listed on the attached sheet 7. ❑Remodeling ship andhave no employees These sub-contractors have 8. Q'fmolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance., required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.[]Other comp.insurance required.] *Any applicant that checks box;#1 mast also fill out the section below showing their workers'compensation policy inhnnation. t Horawwners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. rConttactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they mast provide then-workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information., lnsurance Company Name: ,4-S _T;-U S �..tr?�' C9 R_� Policy#or Self-ins.Lie.#: Expiration Date� lo'ey o Job Site Address: •UPS ceot_aj t _ _ _City/State/Zip:_ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification_ I do hereby certify and p azden ' of perjury that the information provided above is true and correct Si ature: Date: Z Phone#: Li-,13> S� Official use only. Do-not write in this area,to be completed by city or town offidaL Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: AWC Guide to Wood Construction in I{i��Jr end Ar•eas:110 triph J- nd Zone Massachusetts Checklist for Compliance (78o a1TR5301.2 I.I)' �I C:h=lc . Complian= 1.1 SCOPE- Wind Speed V-ser-- gust)___-____.-------------.. .-_ .___.-.__-----__.----___,_. 110 mph Wind Exposure Category___-_ _..__-._---.---__..-_-___.-.__-.._.---____.._--------__--__B Wind Exposure Category..:.............Engineering RequkW For Entire Project-------------------------------------_C 12 APPLICABILITY -Dumber of Stories(a nwf which exceeds B in 12 siape shah be considered a story) sbries 5 2 stories Roof Pith -_._ --------------.._._..-_.__(Fig 2) __ ._ -_—._____ 5 12-12 Mean Roof Height -- --•--- --__ .a—(Fig 2)- ______.__.-------•-•------_ft `-33' Building Width.W___ _..------._-----_--_--(Fig 3)--- .--------------- Building Leng.th,L ...... __-------- ----. [F9 3)— - _------ - — Bt1' Building Aspect Ratio ------ 4 _____-- --------__---- <-3:1 Nominal Height of Tallest OpeningZ _—.--_•__---::-r(F9 4)-----.-.-•----.._._.�:-_ s 6'B' 1-3 FRAMING CONNECTIONS General compliance with framing --------------•--..___------_-_--_. 21 FOUNDATION . Foundafian Walls meeting requirements of 7BD CMR 5404.1 Concrtte......................_...............................-----•._.......-•--••••---._.._.._.....-•-....---•----•••--••-•......_. Concrete Masonry.......------•--. - 22 ANCHORAGE TO FOUNDATION"3 518`Anchor Bolts�imbedded or 518"Proprietary Mechanical Anchors as an aitemafive in concrete only Bolt Spacing-general .................................___.(fable 4).-----__------------ ----- in. Bolt Spacuig from endrjoint of plate in._5 6`-12'. Bolt Embedment-concrete-.__.----- ___(Fg 5)------—---------- in.>7- Bolt Embedment-masonry......_..._--,. _._--_.__(Fi9 5) ----------------- in_>_•15" Piste Washer-:.-.-_�.- ------------(F9 --------- - -'3`X 3�x Y.'3.1 FLOORS Moorframing member spans checked -_-___.__(per 7B0 CMR Chapter 55) Maximum Floor Opening Dimension_____..___-__-__(>=tg 6)..... ._--r__.._--•-._ft_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)... ...... Mbxirnum Floor Joist Setbacks Suppoitng Loadbea(mg Walls or Shearwail_-____-(1=ig 7)._.---_-.___---_-----------____-T ft 5 d Maximum Cantilevered Floor Joists , Suppor ing Laadbearing Walls or Shearwall_-.-_-(Fig 8)-------------.____....------_--:-__ ft s d F1oarSracing at Endwalls-....._........---•------•-•--•-(Fg 9)---------- Floor Sheathing Type ---.------ Floa� -(per 7S0 CMR Chapter 5S)...-...--.._.-_._ in. Floor Sheathing nails at in edge!_in field , 4J WALLS " Wall Height Lnadbe-aring watts.-__-r____-_-_ (Fig TO and Table 5)___.,.----_ ft 5101 NairLoadbearing walls __-_—_(F1g 10 and Table 5)_-___.__...______ft-520' Wall Stud Spacing _-- (Fig 10 and Table 5)-----._-._in.15;247 o.c. ry Wag Sto Offsets _-----...---___�_ ____(Figs 7&8)____. _-- -_--._._.-__-- _ft 5 d 4-2EXTT J Old WALLS' Wood Studs tioadbaariag•wal(s_ __..__....-._. state 2ac_-_$_in. _.....- ---- R }_......._...-•-..--..---. _-_ Non-Laadbearing walks.__.__-._____..__...--•-•--:(Table 5)--- --- ....-----2x ft ut Gable End Wall Bracing 1 Full Height Endwall Studs -:--�- WSP-AtL-Floor Length ft z-VO Gypsum Cefing Length(if WSP not used)_.___ --__ =(Fig 11) —ft z 0.9W - and 2 x4 ConfMDus Lateral Braee @ 5 ft o.c--Fig 11).......................___.__—_-----�.-._ or 1 x 3 ceiTmg furring strips 1 T spacing.min.with 2 x 4 blocfdng @ 4 fL spacing in end joist or truss bays Double Tamp Plafs = Splice Length --,: --.-.___--__(Fig 13.and Table 6)_•----___-•- - -- —ft - _ Splice Connection(no:of 16d common nark}_-__--(Table 6)._ --._----.-_-•.----__-. — 14TYC Guide fo TVood Coastr'uctiori irc High WYnd Areas. 110 rnph Wr_nd Zone ' Massachusetts Checklfst for CompEAnce(rso ciwYR53oi.m-1)I LDadbearing Wall Connections Lateral(no-of 16d common naffs}__..:__._._.._____._(Tables 7) NDn4amdbearing Wag Connections Lateral(no-of 16d common naiIsj_--__—.__._._-(Table 8)------ _-____________..___.__-_. Load Bearing Wall openings(record largest opening but check all openings for colripfiance to Table 9) Header Spans (Table ft— :5 Sig Plate Spans _.._�_- -_ �- - .._._.(Table 9)_.------_-------•--—ft_in.511' Fug Height Studs (no- of sfbds)-._____ -.__(Table NDn4_oad Bearing Wag Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.._.___.__ (Table 9)__ ._-__--------_--_--. _ft'_irL s 12' S71 Plate Spans.--- (Table 9)___-- ----.- _ft iin 512' Fug Height Studs(no.of studs)----_----(Table ede for Wag Sheathing to Resist Uplift and Sheat Simultaneousfy4 Minimum Building Dimension,W Nominal Height of Tallest Opening. ................... --.-----------•--- -:•-•-- 5 6`S' Sheathing Type-----._—__.- --- _(note - Edge Nail Spacing -----------.---.,_.-.(Table 10 or note 4 if less)-------..._.____. in- Field Nail Spading--_...-------__---._,.___._.(Table 10)__------___-----_-_-- in. Shear Connection(no.of 16d common nails)(fable 10).__._________._____.._•--•------------.-•- PercentFulFHeightSheathing-_-' .._..:_.(fable 5%Additional Sheathing fbr Wall with Opening Maximum Building Dimension,L Nominal Height of Tallest Opening._------_-------------------------------------------------..:____-5 6'8_ Sheathing Type__ _--_--- --- - .(note 4) -- ---- --- - - ----Edge Nail Sparing __ able 11 or note 4 if Feld Nail-Spacing------- ---•-- in. Shear Connection(no. of 16d common nails)(Table 11)------- .___________._____...--_-__-_-- Per cent Fug-Height Sheathing---..___..(Table 11)___.-__-._- 5%Additional Sheathing for Wall with'Opening>6W(Design Concepts)_..__.---�-- Wall Cladding Rated for Wind Speed?----__._ _.-_-_.__._._-...__----_--- - ---------------- 5.1 ROOFS Roof flaming memberr spans checked?-_----. .(For Rafters use AWC Span T(?ol,see BBRS Website) E2oDf Overhang -----------------------------------_-------(Figure 19)----._------ ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Waits Proprietary ConnectDrs Uplift._.-----•------.—---------.(Table U= pff Lateral___._-___..__-__._ _.__._.(Table 12)____ pff 12)--------_____---------__--S= pff- Ridge Scrap Connecibons,if collar ties not used per page 21__. (Table 13)_------- T= plf Gable Rake Ouijooker----------------- 20) .___._.__ ft s smaller of 2'or V2 Truss or Rafter Connections at Non4-oadbekdng Walls Proprietary Connectors Uplift___--:---._- ...... (Table 14)___-_____.___.—_..___U= ib. Lateral(no-of I5d MMMDn nails)--,(fable 14)......................................L= . lb. Roof Sheathing Type 7BD CMR Chapters 58 and 59)............. Roof-Sheathing Thickness__-...._.�___ _ ________________ _ _in.>_7l16'WSP Roof Sheathing Fastening-_._._._-___-_._._..__.(fable 2)________----_____�___..__.--•__--__ NDteS_ -1. This checklist shag be met in its entirety,excluding the spedfic exception noted in 2, to comply with the requirements of 78D CMR53012.1.1 Item 1. ff the checklist is met in its entirety then the following metal straps and hold downs ara not required per the INFCM 110 mph Guide: a. Sti_e Straps per Figure 5 b. 2b Gage Straps per Figure 1 i c- Uplift Straps per Figure 14 cL All Straps per Figure 17 e. Comer Sind Hold Downs per Figure 18a and Figure 1Bb 2 'Exc:eptiDrL Opening heights ofup io 8 ft shag be permitted when 5%is added to the percent fug-height sheathing requin�r'nents shown in Tables 10 and 11. 3. The bottom silf plate in exterior walls shag be a minimum 2 in.nominal thickness pressure treated#f2-gr2ide. .4FVC Guide to Xood Con.r&uc on hi JY"�h KndAreas_ 110 nzph ff,'7ndZone Massachusetts Checklist for Compliance(7so CrIRs-�o1-2J:I)' 4. - a- From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Perregt Fu&Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows L Panels shall be installed'Wb strength axis parallel tD shras. n. All horizontal joints shall Dmw over and be nailed to framing. uu On single story cDnstruction,panels shall be attached tD bottom plates and top member of the double top Plate- iv. On two story construction,upper panels shalt be attached to the top member of the upper double tDp plate and to band joist at bottom of panel Upper attachment of lower panel shall be made tD band jD'tst and lower attachment made to lowest Plata at first fioor framing. v. Horzznntal nall spacing at double top phrtas, band joists,and girders shall-be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)'new house Drhorizontal addition—required If ppied'is 1 mule Dr dosertD shore(generally,south of Rte.28 or north of Rte.6) b)vertical addRiDn—not required unless there is e„rtensive renovation to the first ffDDr c)replacement vrirldows—needs energy conservation cDmpliahr-e Drily(chap 93) S.Wood Frame Construction Manual (WFCM).for 110 MPH, Exposure B maybe Dbtained from the American WDDd Council (AWC)website, ' � 1[rri$dINSIDGEf�5r5DH . I�A7d�USESd 3+lRf.S AT6ho • :I II • u u n n 1 . 1 u 11 11 w $ i ct 11 , rt H t N a o . tt tt r [ Q t o i a 1! , I• + r [ [r II 11 li ' 1 t ID6E It u hi 1 1 E i, t i •c� u .i� t � = 3lFi' E It p It t1 t ti • i a I, It r 1 a a It G-C • tAstlpL=�/u` 1\ �F NAb-S�AGkJG 1 a XAJLPA77EFN z PANEL r:AM-5-aDr.,—= ADualr=i�arlaDC_EsPAc:frD DUM - ' See Dal6$on Hexf Page Vertical and HDr¢onlal}ailing Detail vertical and liothmntal Naifirg far 1'anal Attachment Vertical NMI Attachment f Town of Barnstable Regulatory Services ' nrnaa Richard V.Scali,Director Ec ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, r , as Owner of the subject property hereby authorize s v Ito act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to filled or utilized before fence is installed and all final in p ctio s re performed and accepted. i n re f Owner Signature of Applicant �1qV l� S I� Print Name Print Name Date Massachusetts Department of Public Safety Board.of Building Regulations and Standards License: CSFA-057385 rronstPuctiori S"uperwso,r 1 �.2. � r • Family KENNETH B VONA� 11 FOX ROAD. TK.,b �' WALTHAM MA Q2451 > Expiration: Pommissioner 07/19/201T Construction Supervisor 1&2 Family Restricted to: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit:WWW.MASS.GOV/DPS C612"p "/6Ili..uaw. ..jem :.Office of Consumer Affairs&Business Regulation License or registration valid for individul use only FIOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: .registration: 116519 Type: Office of Consumer Affairs and Business Regulation Expiration:k 6&?20164 Private Corporation 10 Park Plaza-Suite 5170 Boston,NIA 02116 KENNETHVONACONSTINC•�;=='-',' KENNETH VONA 4yti 77 /y� 11 FOX RD. i WALTHAM,MA 02451 Undersecretary Not valid without signature i t i i '°' CERTIFICATE OF LIABILITY INSURANCE 7/6(2015' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Construction NAME: Eastern Insurance Group LLC PHONE . (800)333-7234 FAx AIC. AIC No 233 West Central St E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC q Natick MA 01760 INSURERA:Union Insurance Co INSURED INSURERB:P+cadia Insurance Company 31325 Kenneth Vona Construction Inc INSURER C:Liberty International Und 11 FOX Road INSURER D: INSURER E: Waltham MA 02451 INSURERF: COVERAGES CERTIFICATE NUMBER:NASTER 2015. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tNSR LTR TYPE OF INSURANCE INSR WVD SUER POLICY NUMBER MM/DD/YPOLICY EYYY FF MMIDDIIYICY YYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 A CLAIMS MADE OCCUR PA0296259-18 7/1/2015 7/1/2016 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED CHEDULED 0300197-16 7/1/2015 7/1/2016 AUTOS NS AUTOS BODILY INJURY(Peraccdent) $ X HIRED AUTOSNON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Medical payments $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 20,000,000 CRED XCESS LIAB CLAIMS-MADE AGGREGATE $ 20,000,000 I X I RETENTION$ 10,00C 100005374005 7/1/2015 7/1/2016 $ $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY YINLIM ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N❑ NIA (Mandatory in NH) CA5216446-10 7/1/2015 7/1/2016 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN FOR INFORMATIONAL PURPOSES ONLY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE -- ✓ John Roegel/PIIA Q ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 oninnFt m Thu A(ewn nnmc anri Innn arc rcnic4crcri mnrlrc of ArOl4r) BUILDING DEPT FEB 2 9 2016 Town of Barnstable TpWN License and.Permit Bond OF BgRNSTgBLE Bond No. 08BSBHJ8981 KNOW ALL MEN BY THESE PRESENT,that we Kamen ,,th Vona construction. 3nc. of North war'thaw. Massacti netts as Principal . and Hartford Fire 'Insurance company^ , a corporation 8uthorized under the laws of Indiana and licensed to bccome surety on bonds and undertakings in the State of Massachusetts, as Surety, are held and firmly bound unto `The Tiiwfi of'Barnstable:Massachusetts ,Obligee,in the penal sum of Two Thousand One Hundred dollars $2,100 lawful money of the United States, for which payment, well and truly to be made, we bind ourselves,our heirs, executors, administrators,successors and assigns,jointly and severally, firmly by these present: WHEREAS, the said Principal has applied to the Obligee for a license or permit for/to Srreet Opening Bond - 265 Seanuit Road Osterville MA 02655 NOW,THEREFORE,THE CONDITIONS OF T14E OBLIGATION IS SUCH,That if the said Principal shall faithfully perform the duties of such licensee or permitee,and in all things comply with the ordinances, rules and regulations appertaining thereto, then this obligation shall be void,otherwise to remain in full force and effect. The term of this bond is for the period beginning on the25th day of February ,?.016 and ending on the s thday of,February ,?:0-17' This bond may be terminated at any time by the Surety upon sending notice in writing,by certified mail, to the clerk of the municipality with whom this bond is filed and at the expiration of thirty(30)days from the mailing of said notice, the liability of such Surety is thereby terminated and cancelled: and provide further, that nothing hereiAl shall aflfect any right or liability which shall have;occurred under this bond prior to the date of such termination. SIGNED, sealed and dated this 25th day of.February Hartford Fire Insurance Company- xPeneth .Vona .Construction. 46L., Surety Principal Eft en J: Yo rig; «orncyrrFact Direct lrtqulrleslClalms to: THE HARTFORD POWER OF ATTGTZNEY- One HBond T-12 artford-Plaza Hartford,Connecticut 06155 emalt bond.claims@lhehartford.com call:888-26644881 fax:860-757.5835 KNOW ALL PERSONS BY THESE,PRESENTS THAT: Agency Code: oe-oeo196 0 Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana QHartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut OHartford Underwriters Insurance Company,a corporation duly organized under the laws of the Stale of Connecticut 0 Twin City Fire Insurance Company,a corporation duly organized under the laws of the State or Indiana Hartford insurance Company of Illinois,a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford,Connecticut(hereinafter collectively referred to as the"Companies")do hereby make,constitute and appoint Ellen J. Young its true and lawful Attorney-in-Fact,to sign its name as surety(ies)only as delineated above by®,and to execute,seal and acknowledge the following bond, undertaking,contract or written instrument: Bond No. omBHJ8981 Naming Kenneth Vona Construction, Inc. as Principal, and CITY BARNSTABLE as Obligee, in the amount of See Bond Form(s)on behalf of Company in its business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof,and as authorized by a Resolution of the Board of Directors of the Company on August 1,2009,the Company has caused these presents to be signed by its Vice President and its corporate seals to be hereto affixed,duly attested by its Assistant Secretary.Further,pursuant to Resolution of the Board of Directors of the Company the Company hereby unambiguously affirms that it is and will be bound by any mechanically applied signatures applied to this Power of Attorney. �r v°,'r°°4' •�Jitr�s,fir 4 to.••` �aww�y ��1�� 4,�rt•ri!rr1� � 1Vd 1► . I�Sr L. ..s4 Yyn,4,t`L �PtoMau�>/`�( $ � t -r• • 4oura'�1'w �Aa1At1► : tOT 0 € C 970.f,�• ,4 19T 1 • ♦ � ..� �.a• ire•..�� r � hu.o,+ drtN+' �; a 4O/jV r FB�9 (� w ? John Gray,Assistant Secretary M.Ross Fisher, Vice President OP O�t� STATE OF CONNECTICUT ss Hartford ggNSrqQC COUNTY OFHARTFORD On this 12th day of July,2012,before me personally came M.Ross Fisher,to me known,who being by me duly sworn,did depose and say:that he resides in the County of Hartford,State of Connecticut;.that he is the Vice President of the Companies,the corporations described in and which executed the above Instrument;that he knows the seals of the said corporations;that the seals affixed io the said instrument are such corporate seals;that They were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. Kathleen T.Maynard Notary Public CERTIFICATE My Commission Expires July 31,2016 I,the undersigned,Vice President of the Companies,DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of February 25, 2016. Signed and sealed at the City of Hartford. g V Y +• 8 � f • • ,tNnrt rr�. ' 1oa!T �t,eor1• p P�,en ieaz r� : , • ,' ' •p a • • \../ tr+arloa��6 •-auy ;, 107o'`rF s tDTe4_�19t9 • � +si�5'f' •�.F i�r,r,"'rt • 4<.,,r,`r�ti.•"u.i ,'a„u•'C '7• ......i Kevin Heckman,Assistant Vice President ePOA 2014 BUILDING DEPT' FEg292016 TO�NN OF BARNSTABLE TIC Producer Compensation Notice. ' fEiWORD You can review and obtain information on The Hartford's producer compensation practices at www.thehartford.com or at 1-800-502-5717. HR 06 HOO 00-0207 ©2007,The Hartford Page 1 of 1 � I Do,_. 1s256:594 10-20-2014 3--29 Ctf :204739 „r P-ARNST ABLE LAND COURT REGISTRY NA55ACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REW STRY Date: 10-20-2014 D 03:29pm BUILDING DEPT. CtlFeey 11a� Doc : 1256594 fee: $25r650.00 Cons: $7600►000.00 BARNSTABLE COUNTY EXCISE TAX FEB 2 9 2016 BAR14STABLE LAND COURT REGISTRY Date: 10-20-2014 0 03:29um TOWN OF BARNSTABLE Ctl:: 1138 Doc'. 1256594 Fee. MP250.00 Cons: 37r500►f100,Ori QUITCLAIM DEED We,George A.Harrison and Cynthia 1-I. Harrison,husband and wife of 6102 Saint Andrews Lane, Richmond, VA 23226 For consideration paid of Seven Million Five Hundred Thousand and 00/100 ($7,500,000.00) Dollars Grant to Nicholas David Samra and Frica Pearson,husband and wife as tenants by the entirety of 38 West Clay Street, San Francisco, CA With Quitclaim Covenants Two certain parcels of Registered Land,together with the buildings thereon, situated in Mashpee, Barnstable County, MA,described as follows: LOT 1 as shown on land Court Plan 5728-D, and LOT C as shown on.Land Court Plan 572�5-1.1. Lot 1 and Lot C are subject to and have the benefit of the rights, restrictions and easements of record, insofar as the sarne are now in force and applicable. Subject to any and all public rights.legally existing and over. Dam Pond and Middle Pond below mean high water mark. Property Address: 265 Seapuit Road, Osterville, MA 02655 By signing below the Grantors hereby release all rights of homestead, and swear and acknowledge under the pains and penalties of perjury that no other persons are entitled to any benefits of an existing estate of homestead. For title see Deed registered as Document No. 1,103,682 filed with Certificate of Title No. 187655. i.. . . _..........................._ ._......... Witness my hand and seal this day of October,2014. Cynthi H rrison STATE OF_ KIMeJ ss. On this 4%y of October, 2014 before me,the undersigned notary public,personally appeared Cynthia H. Harrison proved to me through satisfactory evidence of identification which was [ ] [ ]personally kno" to me [ ] Other: to be the person whose name is signed on the preceding or attache d cement an ac v]edged to me that she signed it voluntarily for its stated purpose and w o s ore or of ned o e that the contents of this document are truthful and accurate to the b st o h r "o dge. clief. BUILDING.DEPT. ITotary Publ' My commission a p' es: 5/311,2015 FEB 2 9 2016 (SEAL) TOWN OF BARNSTABLE - _ " - AUSTIN 8 SHELDON Notary Public commonwealth of Virginia 7504861 My commission Expires May 31,2015 i Witness my hand and seal this 11 _ day of October, 2014. BUILDING DEPT. CL 1i FEB George A. Harrison TOWN OF gARNSTABLE CO STATE OF -,ss. On this )J)�day of October,2014 before me,the undersigned notary public,personally appeared George A: Harrison proved to me through satisfactory evidence of identification which was [ ] ] personally known to me'[ ] Other; to be the person whose name is signed on the preceding or attached document and acknowledged to me that he signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of this document are truthful and accurate to the bes f his knowledge and belief. TVtary Public My commission expires: •��, ,......., by•, (SEAL) �7,1Dt S' wAdk6\%inwordl9 l salelharrison sal6quitelaim deed-docx BARNSTABLE REGISTRY OF DEEDS Generated* by REScbeck-Web Software ` Compliance Certificate Project Samra Residence- Guest House Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,010 ft2 — C-7,)6�1 QOvcf? Glazing Area 21% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 265 Seapuit Road David Samra Thomas Catalano Barnstable, Massachusetts 02655 Catalano Architects, Inc. 115 Broad Street, Floor 2 Boston, Massachusetts 02110 617-338-7447 inquiry@catalanoinc.com Passestrade-off Compliance: 0.9%Better Than Code Maximum UA: 429 Your UA: 425 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter First Floor: All-Wood Joist/Truss Over Uncond.Space 909 30.0 0.0 0.033 30 Floor: Heated Slab-On-Grade 56 10.0 0.684 38 Insulation depth: 4.0' Wall-North: Wood Frame, 16in. D.C. 842 20.0 0.0 0.059 36 Door: Glass 154 0.320 49 Window: Wood Frame, 2 Pane w/Low-E 86 0.320 28 Wall-West:Wood Frame, 16in. D.C. 568 20.0 0.0 0.059 29 Window: Wood Frame, 2 Pane w/Low-E 79 0.320 25 Wall-South: Wood Frame, 16in. D.C. 859 20.0 0.0 0.059 39 Door: Glass 129 0.320 41 Window: Wood Frame, 2 Pane w/Low-E 74 0.320 24 Wall-East: Wood Frame, 16in.D.C. 571 20.0 0.0 0.059 29 Window: Wood Frame, 2 Pane w/Low-E 79 0.320 25 Ceiling: Cathedral 1,235 49.0 0.0 0.022 27 Ceiling: Flat or Scissor Truss 174 43.0 0.0 0.028 5 Project Title: Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 1 of 9 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 2 of 9 r, REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ;building envelope. ❑Not Observable ❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 I lighting and mechanical systems. ❑Not Observable ; (Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.6 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: � Cooling: :, Not Observable ; J Manual J or other methods ; Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Slab edge insulation R-value. R- ; R- :[]Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not table for values. Q i ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 303.2, ;Slab edge insulation installed per ❑Complies 402.2.9 manufacturer's instructions. ❑Does Not [FO2]1 ❑Not Applicable able 402.1.1 ;Slab edge insulation ; ft ft ;❑Complies ;See the Envelope Assemblies [FO311 depth/length. ;❑Does Not {table for values. 9 � :[-]Not Observable :❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [F011]z to protect exposed exterior ❑Does Not U insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies ; [FO12]2 controls installed. ❑Does Not v ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, !Glazing U-factor(area-weighted ; U- U- I❑Complies ;See the Envelope Assemblies 402.3.1, .average). I !❑Does Not ;table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 ; ; ; ;❑Not Applicable ; [FR211 Q 303.1.3 ;U-factors of fenestration products' ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not log ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 I installed per manufacturer's ❑Does Not ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable for has infiltration rates per NFRC :400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfmQg ❑Not Observable leakage at 75 Pa. []Not Applicable 403.2.1 ;Supply ducts in attics are R- ; R- ;❑Complies ; [FR12]1 :insulated to >_R-8.All other ducts R_ 1 R_ ;❑Does Not O iin unconditioned spaces or '❑Not Observable ' ;outside the building envelope are; ; iinsulated to>_R-6. ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 pair handlers, and filter boxes are ❑Does Not 0 sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ) ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not J below 55 4F are insulated to >_R- 3 ; ;❑Not Observable ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 !piping. ❑Does Not I ' ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. ❑Does Not U UNot Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not U intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:.Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 5 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 6 of 9 � z Section ` Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions &Req.ID Value Value 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not J provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R ; R ;❑Complies ;See the Envelope Assemblies 402.2.E 1 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable I I I I I I I I I 303.2, ;Floor insulation installed per ❑Complies 402.2.7 !manufacturer's instructions, and []Does Not [IN2)1 ;in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable ; 402.1.1, ;Wall insulation R value. If this is a: R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 (wall insulation on the wall [IN3)1 ;exterior,the exterior insulation ❑ Mass i❑ Mass :❑Not Observable ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable II i i i I I 1 1 I I i 1 1 303.2 ;Wall insulation is installed per ❑Complies [IN4)1 imanufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table For values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel :[-]Not Observable (FI1]? ;❑Not Applicable 0 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 1manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every '300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ONot Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI3]1 I insulation >_R-value of the :❑Does Not ladjacent assembly. G ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ;[]Not Applicable 403.2.2 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;[]Complies ; [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not 0 <=3 cfm/100 ft2 without air ❑Not Observable ;handler @ 25 Pa. For rough-in ; (tests,verification may need to ;❑Not Applicable loccur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [F124]1 i by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; (Fl9]z installed on forced air furnaces. ❑Does Not v ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not 119 ❑Not Observable []Not Applicable 403.4.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not U accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 75%of lamps in permanent ❑Complies ; [FI6]1 :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage ;lighting. ❑Not Applicable ; 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Samra Residence- Guest House Report date: 12/22/15 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req:ID 404.1.1 Fuel gas lighting systems have ❑Complies [F[23]3 no continuous pilot light. -]Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not U ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complie s [FI18]3 mechanical and water heating ❑Does Not J systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Guest.House Report date: 12/22/15 Data filename: Page 9 of 9 o> f 2012 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments - Del TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 6 `-' Map q � Parcel (� Application # Health Division VDate Issued Conservation Division N*VIJ f� Application Fee Planning Dept. V&ik 5 Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Addresses ZAP v 2 'Vi II age v ��' 14 4-S D S R�+ I �Ownerr 2�'��\ - a,(�� 5 -u.& 2es` Address S-+Pv FrcA-fu e—ins c� �'1/ 9 C/Z./ —Telephone y �) S — ^I 3 D e> 'd permit=Request 1�AA e:> K M A-►0 a&J_SS VAT►( 800L�QvJ3*j- 4MJ:)r tZ,0 QL Square feet: 1 st floor: existing 026proposec_30 f>o nd floor: existing S&XD proposed Total new �� -Zoning District Flood Plain ID Groundwater Overlay Prefect-Valuaton i 2&V, "o Construction Type wD-�D, AJ¢AJ. Lot Size Grandfathered: ❑Yes i3 No If yes, attach supporting documentation. Dwelling Type: Single Family tf— Two Family ❑ Multi-Family (# units) Age of Existing Structure S_O - 6 O Historic House: ❑Yes C'l o ' On Old King's Highway: ❑Yes lTNo �f1 Basement Type: OTull ❑ Crawl C�Nalkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing / new Number of Bedrooms: 3 existing new Total Room Count (not including baths): existing (cam new f 3 First Floor Room Count �? Heat Type and Fuel: M Gas ❑ Oil ❑ Electric ❑ Other C)Central Air: ®'Yes ❑ No Fireplaces: Existing Z New 3 Existing wood/coal stove: ❑Yes ®'No �4- Detached garage: ❑ existing ❑inew size_Pool: �xisting 0 new size sr Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Z new size Z Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes l3A No If yes, site plan review# Current Use LeAZ4/l Proposed Use IZQS APPLICANT INFORMATION (BUILDER OR HOMEOWNER) `Name l��Vl�112 y�'1��6�1S �cY'r TTeleph-one Number Address " License# C S FA- VA )&- I &4W AA k 0 2 I Home Improvement Contractor# l(Ce 51 Email AA-4_�L-V,0 o OCJ Ct 2jf!j Worker's Compensation # CP qKe —/-U ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �2rlS SIGNATURE DATE I FOR OFFICIAL USE ONLY r APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION FRAME •,t s „� :� �`�►"; '�. �0_ _�3' Z �y INSULATION Sri 1, Fem , FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r 1 jig ilk, DATE CLOSED'OUT k -ASSOCIATION PLAN.NO. i • AWC Guide to Wood Constru ort itr Him* Frttzd Areas:110 ttiph fritid Zone Massachusetts Checker f6r Co1noance Cm chat s3o1:2.1.1)' - E cb=r . - - c�I�= 1.1 SCOPE.. Wind Spe {3-sec:gust) ._._._...._.:- -----_ .i 10 mpft Wind Ersure a Category - Wind Expasure Category..:.............Engineering Required For EnfirePrnject......_....____........__________..._..0 12 APPLICABILITY -Nurnber.of Stories(a roof which exceeds B in 12 slope shall be considered a story) stories 5 2 stories loof PFxh (Fig 2) - 51z12 Mean Roof Height _.___.._ _-__.._._____-(Fi9 ft _<33' Building Width,W .._._ -__. .-___-----,(Fig 3) ----.___..- -ft 5 80' Building Lengff-,L _ _. =-- -- - -(F9 3)---------- - __ —ft g BQ' . Building Aspect Ratio(1� 531 Nominal Height of Tallest OpeniigZ (Fig 4)---' 1.3 FR.AM[NG CONNECTIONS General compliance WM framirig o6nnecEians_..-__-(Table 2) 2-1 FOUNDATION . Foundafion Walls meefing regtdrements of 780 CMR 54D4.1 r �n -------------------------------------------...................................................._....:.-------------------- Concrela Masonry....... -----------__-____.-_.---.- ---=�----= 22 ANCHORAGE TO Fol1NDATIDN"3 5_/S'Anchor Bolts=imbedded or 5/B'Proprietary Mechanical Anchors as an of arriative in concrate bNy BoltSpacing-general :_._ -.(Table4) in Bolt Spacing from endrjoint of plate (Fig 5) - ___-- ln.:5 S'-1Z'. Bolt Embedment-conrrela -_--- -_(Fig 5)---.. -___ _in.?:7' Bolt Embedment-masonry.--_-_--_--.----___(Fig 5)__-- -- in_>-15' Plate Washer-.--- -----------(Fjg 5)---- ------_->3'x 3'x il' 3.1 FLOORS Flmi-fframing member spans che6mil _--_ _ ._._(per 7BD CMR Chapter 55) Maximum Floor Opening VanBnsion :Full height Wall Studs at Floor Openings less ftlan 2'from Exterior Wall(Fig S).......................... ......... Mtudrn►:cm Floor•Joist Setbacks Suppoiing Loadbearing Waifs or Shearwall -----(Fig 7)-----.�.---------------_ 5 d MaAmum Cantilevered Floor Joists Supporfmy Loadbearing Walls-Dr Shearwall-______(Fg-B) ft S d FoorEracing at Endtivalls-___--__--___---_-_(Fig 9)_. ___-____�_----__-_-• Floor Sheathing Type __-._ ---._--._ :-(per 780 CMRt Chapter 55)....... -_-_-.--- Floor SheathIng Thickness-_ __- Floor Sheathfn Fas•te;rfin _-(Table 2 _ d nails at in edge/_in field 4.1 WALLS Wall Height . Loadbearing walls (Fig 10 and Table 5) _ ft 15�1D' Non-Loadbearing Walls -_ ___.(Fig 10 and Table 5)_-___ ___ft's 21r Wall-Stud Spacing -_- -.-_._- Fig 10 and Table 5)r_ _-- -In_<24 a_¢ Wall Story Offsets' .-__- - -_--__.(Fgs.7 B)-_ -----.-.__- _ft 5 d 42 EXTE9U Old W LLs' Wood Studs LDadbeajimgi da ;_ --•---• _.__.- (Talafe 5)__. _-----------•--.mac -_ft_in. - Non-Laadbearing Uab)e Bracing. - Full Height Endwall Studs (Fig 10) -- WSP-Atfir;Floor Length -. .-.__-_-- (Fig 11)_----__•-----___-- -ft�_-W/3 Gypsum Calling Length(if WSP not used)_ __:.(Fig 11) - and 2 x 4 Confinuous Lateral Brace p s ft o.c._(Fig 11�..........................._..--- -- ----- — or 1 x 3 ceiling filrring strips @ 1 S'spacing min.wiffi 2 x 4 bloridng @.4 ft.spacing In end foist or truss bays Doable Top Pla& - = Splice Length __-_._:-_._-- - --Fig 13 and Table S)_._- _.- .--- ft - Splice Connecfion (rio.of Isd common (fable A gIC Guide to Wood Canstrucdow in High tYr-ad Areas: 110 Jtipir ff'-rfld Zofce Yra_Ssachasetts Checklist for CoMPUAnce MD c}-R5301.L i_i)l Loadbeaning Wall Carvm_eclions Lateral(na_of 16d common (Tables 7) _- NCIrkmadbearing Wall Connections Lateral(no.of 16d common mails)--- _—(fable 8) _------ — Load Bearing Wall-Openings(record largest opening but check all openings for conipfiance to Table 9) - Header Spans _— ---_(Table 9)—_-- —ft_ir "11' SM Plate ------- ---- ---(Table 9) - - —tt—in.-11 _ .. Spans --- `. Fun Height Studs (no.of--skids)—_:._ ._—._(fable 9)---• -----• Non-Load Bearing Wa1!Dpenings(record largest opening btit check all openings for compliance to Table 9) Header Spans-._._-_.-____ —it_in <1Z' SM Plate Spans.._. —__--- —(Table 9)-- —ft—irl_ I-" Full Height Studs(no.of studs)_ _._ (Table 9) 6teior Wall Sheathing to Resist Uplift and Shear Sim03171f:Dusly4 Mmurnan Building Dimension,*W Nominal Height of Tallest Dpeningz ................. (note 4)—____ _--- ' Sheathing Type--.._-- ---.-..-.--_ ---- - Edge Nail Spacing —.(Table 1 o or note 4 tT Jess)_—._—__--- in. Feld Nail Spacing-_--- _ --•(fable 10)_—_--__-- — m Shear Connection(no-of 16d common nails)(Table 10)-_.—_----—•-• Percent FuMeight Sheathing (fable 10)-- -------- ---—% 5%Additional Sheathing for Wall with Dpening>6'B'(Design Concepts)-------_-- Mwdmum Building Dimension, L Nominal Height of Tallest Dpenin92—---—----------------------------------------------------- _- SIB, Nominal Sheathing Type-_-- —_---- (note 4) ------- Edge Nail Spacing—_-_— --(Table 11 or note 4 if less) - in, Feld Nail Spacing--_--_.(Table 1 i)-•_-- --- in- Shear ConpeC5on (no,of 16d common nails)(Table 11)_-.--___r .----- --— PercentFull-HeightSheathing__ __(Table 11) -- 5%AdditiDnal Sheathing for Wall with-Opening>6'8' (Design Concepts) ---------- Waif Cladding Rated for Wind 51 (,OCF5 Roof framing mernber.spans checked?_--_—••(For Raftes use t4WC Span Too[,see BBRS Website) Roof Overhang -•---•-----------------•---•----(Figure 19)___-___-• ft-smaller of 2.or lI3 Truss or Rafter.Connectons at LDadbearing Walls Proprietary Connectors Uptift----------- ---- --(Table 12)_. --.......----..__ U= plf Lateral- ------- - •(Table 12)._—_ ----------L= p1F 12)--- ------ --- p� Ridge Strap Connections, if collar ties not t:isedper page 21._ (Table 13)_—- --•_--_T= plf Gable Rake Outl�oker.------:---- _---:..-_—___.(Figure 2D)----•--•-- ft_<smaller of 2'or V2 _ Truss or Rafter Connections at Nbn-Loadbekdrig Walls ` Proprietary Connectors Upi-if{—_-_..—._:___- -(Table 14)—_—___..._- :_—U= ib. Lateral(no.of 16d common i•iails)_.(Table 14)._.........-........_............_L- . lb. _ Roof Sheathing Type (per 78D CMR Chapters 5B and 59) Roof Sheat--rig Thickness____-_ — _ __-- ---- -- —in_?7:116'W5P Roof Sheathing Fastening _.-- --(Table 2)_-_--�_-- -- --- - -- DIPS; - This checidist shall be met in its ent rely, excluding the specific exception noted in 2, to comply with the requlmernents of TBD CMR-53012.1.1 Item 1.If the checkilst is met in its entirety then the following metal straps and hold downs arm not required per the WFCM 11 o mph Guide: a. 5�ei Straps per Fgw e 5 b. 2b Gage Straps per Figure 11 c_ lJpl-dt Straps per Figs e 14-- d_ All Straps per Figure 17 . e: Comer Stud Hold Downs per Figure 1Ba and Figure IBb _ EXCeptiDrr Opening heights ofup to B M shall be permitted when 501. is added to the percent foil-height sheathing 'requir•ernents sh6 m in Tables iD and 11- The bottom s9 plate in ext�rior walls shall be a minimum 2 in.nominal thickness pressure #2-91-2ide• r ATYC Guide to Wood Cbmvs -ucdorr in HVz IrrazdAre¢s:110 mptr mudZofze Massachusetts Checklist for Compfiance(7so caiRs3o12.I_I)r 4. - a. From Tables 10 and 11 and locAon of wall shieathing and Building Aspect Ratio,datennine Perc&nt Futl-Height Sheathing and Nall Spacing requirements b. Wood Strudural Panels short!be minimum thickness of 7116"and be installed as follows L Panels shall be Installed With strength an's parallel to shads. il. -All horhnnrdal)olnts shall o=Llr over and be nailed to ft`aming.• u`r_ an single story construction,panels shall be attached la bDthM plates and top member of the double top Pam- iv.- On two�bry cvnstr ucfion, upper panels shall bee-attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. ' V. Horimntal nali spacing at double top plates, band)olsts,and girders shad be a double row of Bd staggered et3 Inches on center per figures betow:Vertical and Horimnial Nailing for Panel Attachment S. Glazing p,u on:a)'new house or hortmntal addiifion—required if project is 1 mile or closer to shore(generally,south of Rfe.28 or north of Rom-6) _ b)vertical adMDn—not required unless there is exiansive renovation fo the first floor c)replacement windows—needs energy conservaocin compltanm only(chap 93) E.Wood Frame Cor?Sfrudion Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the.American Wood Council • 2Y�rINs(3N�RFSrsok - - 1 tJSElsd NfdLg - J1T�t • ,l 1 - i tl II I - • u y �N0 I L. fl t ` t I1. ty< }1 ti l it LI Ur K I I 11 I i 1, •I iIf t 1 I I LI Ts I - l •.r�2 1 t I I 11 l r l I l I L STRGr 3`Idn! NA]L-�hCkJG t WLPRTTSM PAR EL F E=E rrxrra Fw.e Rr_f sPA�rG DaAL See DatalI on Nord Page _ Vertical and HDFrZflrU NaJ ing Deta[I for Parcel Attachment ur=rfiGal and Hofizwtfa!Nailing for Panel Affachrnerit :m ZOD IM9104 Substitute D=Q%ebufla Zing ordinazfce mimmt ion s. dulyma& and seconded it wa's , st ` DI ArEicl.e III-of ifie`Town ofBmiotahle Gmerai es,the Zcuiag iFa=u,rs h=bysmendedbymserfingp 7 to-Soc;6cm .2 Nancofforming to road, DayelopeclLc�Proteef\ —Dmoaffm&Rebwlding a on- OMforsraagT�afs: ' Pro--exisfrng of a"a or t vc,-family r e which ca fn;nm ' all of the za�zg �- or by at the time of 'an shall b c�fitl ed to aampletely- 3emolisli$ic old resi�icnca adc therecan a residnco in accordance with - ffic foIlbwmg. . '. . A) -off _ `I cProposed demlition and,rebmldmg be Mmiffed as-=of right on a•pra- axiz g legal nan-cch:fhhinpnmg lot fad a of I0,000 sq.$of. canfigucm upland provided that the B cling ' Sion=detmlmin.s tit all of Via following c xit aia.,=met: . 1) Th.e pmpased newikmatca�e to HE=a-a-at e and sefack ' � v r�gn-- nc�s pf the zoning ct it is Iocated-m; 2) •The proposed eanst acticm orzns to tha foIlawmg re ems of lot ' coverage, Hoar aria ratio bm7.di agheigbt - a, Lot Coverage by all and all9fr=turns& aH not ceed tWfnty 9t,percant(Z0°fo)ar c existing lot coverage,v�lucliever is b. 'Phe Rloor a shall not exceed 030'ar the egg Floar Area Ratio of the stacfine being de:=EEhed and rebuilt,Wlrichevar is greater; ; and c: TIw building height in feet shall not exceedt1 Y(3 0)feet to the Highest Plata and shall contain no mare than 2/z dud s. The building herght zn. . feet sbaIl be defined ase verEical distance from the amagr grade plane to Plata. 3) purfher eoipansion of fihe rebult stricture mvst coafoan to Section 4.4.2 A)2) :F above, B)By Special Permit: If the proposed dennoli m and rebb dug cannot satisfy the CI7tPT1A establkhed in Section 4.4.2• ).A) above,them the Zoning B oazd of App eats may SZO W the _ demolition and reb-dI by sp eci.a.I p=art provided that the'B o and finds Z'he proposed Yard se$3ac3s are equal to or greater than&0 yard setbacks of fh.e. bmWIIIgE;: and fne cai�in 4.417)A)2)&b �_c, abo�is mat lbz proposed.new dwj-,jag wm U not be s-abqhmgaUym=dettmectg to lhe . A TRUE GCWY ATTEST - ' � > Town of Barnstable Regulatory Services MAES, Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 i Property Owner Must Complete and. Sign This Section If Using A Builder I,_ , as Owner of the subject property hereby authorize v Zito act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to filled or utilized before fence is installed and all final in p dos re performed and accepted. 1 n ure f Owner Signature of Applicant Print Name Print Name j �2 b h Date I - ,aco CERTIFICATE OF LIABILITY INSURANCE D /DD/YYYY) 7/6/26/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Construction NAME: Eastern Insurance Group LLC PHONE (800)333-7234 FAX AIC No): 233 West Central St E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INSURERA:Union Insurance Co INSURED INSURER B Acadia Insurance Company 31325 Kenneth Vona Construction Inc INSURER C:Liberty International Und 11 FOX Road INSURERD: INSURER E: Waltham MA 02451 INSURERF: COVERAGES CERTIFICATE NUMBER:MASTER 2015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, j EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSR WVD SUER POLICY NUMBER MMIDD�YY MMIDDY� LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE cc O RENTED 300 000 PREMISES Ea ourrence $ r A CLAIMS-MADE Fx_]OCCUR PA0296259-18 7/1/2015 7/1/2016 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1 000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED 0300197-16 7/1/2015 7/1/2016 AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per aaident Medical payments $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 20,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 20,000,000 DIED X I RETENTION$ 10,OOC 100005374005 7/1/2015 7/1/2016 $ B WORKERS COMPENSATION X WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y I NORY ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) CA5216446-10 7/1/2015 7/1/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN FOR INFORMATIONAL PURPOSES ONLY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Koegel/PMA � '- W- — ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r9nlnnFl nt The Arf)Pn nnmc=nrl Innn mro rcnicfnrorl marlrc of Ar.r)Rr1 r . c r�.�uernniur.ca///n�C�•��iu�ne�..i'm 00-.-� Office ofConsumerAtfairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTORbefore the expiration date. If found return to: egistration: :�65�9 Type: Office ofConsumer Affairs and Business Regulation xpiration: 6/2 272 0 16. Private Corporation 10 Park Plaza-Suite 5170 ,',t -; Boston,MA 02116 KENNETH VONA CONST INCT;;_ KENNETH VONA 11 FOX RD. WALTHAM,MA 02451 Undersecreta 'y Not valid without signature i i Massachusetts Department of Public Safety Board of Sw Building Regulations arid Standards License. CSFA-057385 � O&MO uction Supervisor 1&2 Family KENNETH 8 VONA 11 FOX ROAD WALTHAM MA 02451 y I o Expiration: i. cimmis•Aioner 67/19/2017 Construction Supervisor 1&2 Family Restricted to: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information Visit:WWW.MASS.GOV/DPS i t t Legend a 1� FEMA 2014 CBRS&OPAs lJ COASTAL BARRIER RESOURCES 095007003 SYSTEM #295 0 OTHERWISE PROTECTED AREA 2014 Flood Zones 17 VE-Velocity Zone 0 AE-100 Year Flood 0 AO-100 Year Flood � 13 0.2%Annual Chance Flood 09500506,1 0 open water #.267 O Parcels Town Boundary ' Railroad Tracks ii► r� t 095007001 Buildings / — Painted Lines -0) Parking Lots Paved Unpaved Driveways Paved •i - I•"Unpaved Roads 09 0 91 0 Paved Road } #'265` Unpaved Road / ®Bridge Paved Median 095007©02 Streams #175 - Marsh 13 Water Bodies #£0 1 ©95005002 (E 7114);r • 00950'1 k25A ,Map printed on: 9/1/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026ot O 83 167 0 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us Town of"Barnstable �E}cE1i- gt"B` 200 Main Street, Hyannis MA 02601 508=862-4038 Application for Buildiri Permit PP g Application No: TB-17-1470 Date Recieved: 5/12/2017 Job Location: 265 SEAPUIT ROAD,OSTERVILLE Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508) 945-1100 (Home)Owner's Name: SAMBA,NICHOLAS DAVID& Phone: (508)945-1100 PEARSON,ERICA (Home)Owner's Address: 38 WEST CLAY STREET, SAN FRANCISCO,CA 94121-1231 Work Description: VRF ducted system . Total Value Of Work To Be Performed: $10,000.00 iZ Structure Size: 0.00 0.00 0.00� 00 rn Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for everycontractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). . I.understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. . I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative,of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 5/12/2017 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost $10,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 1 5/12/2017 $85.00 XXXX-XXXX-X)M- Credit Card 2793 Total Permit Fee Paid: $85.00 — ............................_...---._._..._........................................_......................_......._...:.._............-.......__.._....._.__........._................_.......:......................:......;......................................... The Commonwealth ofMassachuse& Department of Industrial Accidents Offxe of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plmnbers Applicant Information Please Print Ledblv I Name(Busmess/organiration/IndividuaI): VQ,vl &^ o,, Address: o I City/State/Zip: Phone#: Are you an employer?.Check the appropriate bo Type of project(required): 1.El am a employer with 4. FI L a general contractor and I * have hired the sub-contractors 6. [ New construction employees(full and/or part-time). ' 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Qte—molition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.irisu nce.t• required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their ME]Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t a 152,§1(4),and we have no employees. [No workers' 13.[:1 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infomration. t Homeowners who submit this affidavit indicating they art doing all work and then True outside contractors must submit a new affidavit indicating such. rContactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employ=-- If the sub-contactors have employees,they mast provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my enployees. Below is the policy and Job site information. }�• Insurance Company Name: r��4.-S �/U S.>P�,G� �¢ ` LC Policy#or Self-Ms.Lic.#:_ C 14 SZ I /,', �p — t o Expiration Date: ( Zf>/o / Pcity/state/Zip: Qt e,49t)Job Site Address: •AS SQo��,t ( / �__ r i DZ6•� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification_ I do hereby certify u p and pen ' of perjury that the information provided above is true and correct Signature: Date: 2 �' Phone#: 64-8� Sz- Official use only. Do-not write in this area,to be completed by city or town o.fficiaL Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. . Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and'including the legal representatives of a deceased employer,or'the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bnildmgs in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C( )sues"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public workk until acceptable evidence of compliance with the in sur-a nce requirements of this chapter have been presented to the contracting authority." Applicants Please fill out,the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department„has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant _ that must submit multiple permiVlicense applications in'anygiven yEar,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Adds ess"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le.a dog license or permit to bum leaves etc.)said person is NOT requited to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call ' The Department's,addiess,telephone and fax number. The Commonwealth of Massachusetts- Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Td.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 vwwmass_gQvfdia i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i 1ap ys Parcel ��y Application Oealth Division 6UIL ING DEPT. Date Issued '7 16 Conservation Division r ANJ Application Fee AUG 24 2016: ._ Planning Dept. T N OF g Permit Fee ARNSTABLE Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 2i�S Village E!E Owner /yiCh�Ocgs. JyIy2a /z�/eq / /�SDi✓ Address Telephone ' S",Q 7 C 1O Viow e5 oc Permit Request ^a4✓ D� �D C SO �Tiy /IO�i✓O .fi�•,�.v„�-� /oy Gr/SOf� a77x / �y�2� fW T/L WMv�h4 Jro-n I vig�jC r 4W) (,- �d-�1� �+� c%sin &a od/ �a quare feet: . st-floor: existing . i %) p s d ! TPY�cTfloor: e�zf'stin� proposed Total new Zoning District RAEK Flood Plain Groundwater Overlay Project Valuation o� a Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site.plan review# Current Use Proposed Use BE= APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name. Telephone Number 506A Address go 130 SO! gq 1 License # C�D7�332 Home Improvement Contractor# 1-7(3 6 Email_e_dJie_ CCM Worker's Compensation # 02/B000-�G ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN FQ O)CF 517E 4- SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. a 't ADDRESS VILLAGE OWNER I• i - DATE OF INSPECTION: r r FOUNDATION FRAME INSULATION f ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , 1 GAS: ROUGH FINAL FINAL BUILDING Xi DATE CLOSED OUT ASSOCIATION PLAN NO. : t r 0 � The Commonwealth of Massachusetts i Print Form Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 r Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Indivi dual): Viola Associates,Inc. Address: 110 Rosary Isane, unit A City/State/Zip: Hyannis, Ma. 02601 Phone #: 508-771-3457 Are you an employer? Check the appropriate box: Type of project(required): 1.21 1 am a employer with 35 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no Swimming Pool employees. [No workers' 13.❑✓ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Acadia Insurance, Inc. Policy#or Self-ins. Lic. #: WCA0218000-16 Expiration Date: 4/29/17 Job Site Address: 265 Seapuit Road City/State/Zip: Osterville, ma. 02655 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certifyun r the pains and penalties ofperjury that the in ormation provided above is true and correct. Si nature: _ - -... ---JAMVIM- 0--� L_..- Date: — Z3 hL--- Phone#: EM Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: A CERTIFICATE OF LIABILITY INSURANCE )8/23/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT g NAME: NOrthborou h Construct West IAI Eastern Insurance Group LLC PHONE 800-333-7234 FAX o 155B Otis Street E-MAIL INSURERS AFFORDING COVERAGE NAIC R Northborough MA 01532 INSURERAAcadia Insurance Company 1325 INSURED INSURER B:Firemen's Insurance Cc Wa DC Viola Associates Inc INSURERC: BOX 389 -INSURER D: INSURER E: Centerville MA 02632-0389 INSURER F: COVERAGES CERTIFICATE NUMBER 2016 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDDLICY/YYYY EFF MMIDD//YYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE (RE.Eoccurrence) $ 250,000 A CLAIMS-MADE FX]OCCUR PA0217962-19 /29/2016 /29/2017 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY rX I PRO- LOC $ AUTOMOBILE LIABILITY CO BINEDtSINGLE LIMIT 11000,000 ANY AUTO BODILY INJURY(Per person) $ B ALLOWNED SCHEDULED 0217963-19 /29/2016 /29/2017 AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS n NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ X UMBRELLA LIAR PT OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$ - UA5047783-15 /29/2016 /29/2017 $ A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE a N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) A0218000-20 /29/2016 /29/2017 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Samra Residence ACCORDANCE WITH THE POLICY PROVISIONS. 265 Seapuit Road Osterville, MA 02655 AUTHORIZED REPRESENTATIVE John Koegel/CLU1 ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r7ninnsi m Tho ar:ripin nano and Innn ara ronicfororl mnrlrc of hr()Pr1 Town of Barnstable _ Regulatory Services Kum 1yo�lT,Idler,Dtreetor Bonding Division ?os Perm,BaDdia=Coateloner 2W Man Str=4 HymsK MA O M1 nswAoss.barnibbla.nea.m Offices 508-E62.4038 Fa�c SOS-790-6230 ` Property Owner Must _ Complete and Sign This Section If Using A Builder f*d ,w Owner of the subject pwPedy h=aby oxize V l0 L R• ffg14 Y ' 1�YL to ut oa say bebal� is an eve to aO&=dwaiza by lids b ldia8 pm it: ' 1M d� O5rwv Itoo, AA (Address of Job) **pool fences and alarms are the responsil3ility of the applicant Pools . 1 . - are not-to be-wed before fenCC is installed and pools afe no"t to- e utilized until in final inspections are performed and accepte& atwt=of OWM SO&=e of �(I C Ct Print Name Not Namc ' Date r • a i Massachusetts Department of Public Safety '• - Board of Building Regulations and Standards License: CS-076332 Construction Super�Asor �j x I T KEVIN BOYAR ° PO BOX 21 WEST BARNSTABLE MA:-02668 Expiration: Commissioner 09/06/2017 �e �Oo�nUnaa�acueulC/a��luaauc/zuaeCta Tice of Consumer Affairs&Business Regulation - License or registration valid for individul use only E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration: gfi436- Type: 10 Park Plaza-Suite 5170 Expi ratio n-4/26/20A7: Supplement Card Boston,MA 02116 VIOLA ASSOCIATES_ t. KEVIN BOYAR 110 ROSARY LANE UNIT< HYANNIS,MA 02632 Undersecretary NokQid without signatu J__SPECIFICATIONS_'__"'' " Review system details for Save-TO covers. Fabric Mechanism Covers •5-year limited prorated standard warranty • Standard 12"aluminum lid with •16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6" hinge •Low-stretch rope and webbing (2000-lb. break) • BezelTM' lids, 16"and 18" •9 standard colors: dusky blue, royal blue, • Vanishing Lid TM trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets •35 custom colors • Fiberglass deck-mounted mechanism ends •20 oz.,28 mil Herculite premium-plus fabric with • Bench bracket frames limited prorated 7-year warranty, available in light blue, dusky blue,and beige Safety * Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all * Bonding Included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100% anodized •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or F1346-91 safety standards.The installation of an deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools • Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors • Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface •Lifetime limited warranty on mechanism • ABS recessed box •100%anodized aluminum frame and components •Stainless-steel hardware •Stainless-steel drive components •Positive-shift system •Standard units include either heavy-duty slip clutch or auto-shutoff with amp limiter • Exclusivel independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. •3-year limited warranty on all electrical •3/4 hp waterproof electric motor • 1 %hp/2000 PSI hydraulic system •Safety lockout key control •CoverLinkTM' touchpad control •Low-voltage auto-shutoff with key switch •Low-voltage touchpad • Low-voltage water-feature shutoff I, i FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing•a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING The Cover-Pools Underwriters Laboratories listing number is 181T- File#E52841 WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-T®3, Classified in Accordance with ASTM F1346-91 WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model"Save-T ASTM(American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs. FCC ID: P8G-50306 Save-T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules.These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: • Reorient or relocate the receiving antenna. • Increase the separation between the equipment and receiver. •Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. •Consult the dealer or an experienced radio/TV technician for help. Note:This equipment has been tested and found to comply with.the limits for a Class 1, Class 2,and Class 3 Radio equipment and systems under Title: ETS EN 300 683 : 97 and ETS EN 300 200-1 (RES)(EMC) (SRD)operating on frequencies between 9 kHz and 25 GHz. These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, users and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on ,the user is encouraged to try to correct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover-Pools at 1-800-447-2838.. 23 i PG DAPT-2 Manual 122208:Layout 1 5/14/09 12:42 PM Page 1 5. LOW BATTERY FUNCTIONPOOL SAFETY TIPS 6. INSTALLATIONOF OPTIONAL SCREEN r•••KITALARM DOOR When the 9-volt battery is low,the door alarm horn will chirp once every •Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SWITCHES 10 SecOnds-4hls means it is time to install a new battery,Battery life is -Never permit swimming alone.Never leave a child alone,even READ THE DOOR ALARM MANUAL FOR INSTALLATION ON ONE DOOR FIRST: lnstallationInstructions approximatey 1 year.Test your door alarm weekly by opening the door to answer the telephone. THE SENSOR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR •Alwa s remove the entire solar cover from a pool before ALARM.CONNECT BOTH SENSOR WIRES CO MING FROM THE DOOR ALARM MODEL DAPT-2 and allowing the alarm to sound. y P TO THE SENSOR SWITCH ON THE DOOR FRAME.THEN USE THE SUPPLIED SIGNALING swimming. MEETS UL 2017 O •Remember that alcohol end Water Safely d0 not mix. JUMPER WIRES TO CONNECT TO THE SCREEN DOOR SENSOR SWITCH - _-WARRANTY - r (SEE DIAGRAM BELOW).THE TWO SENSORS SHOULD BE HOOKED UP IN � •Have your pool area lanced and the gate locked to prevent PARELLEL WITH EACH OTHER. o lV unauthorized entry to the pool,and Install a gate alarm. •THE PLASTIC COVERS ON THE SENSOR SWITCHES 8 SENSOR POOLGUARD is sold with a limited wananty to cover defects in parts •Lock and secure all doors In the house which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION I SEa5 011 000nAuanl and workmanship for one year from date of purchase.(Retain proof of access to the pool,and Install a door alarm. •SWITCHES GO ON THE FRAME BY THE DOOR SENS LISTED purchase).If Poolguard exhbits a defect,please call our Customer •Have a responsible adult teach swimming and Water safety to •MAGNETS GO ON THE DOOR ITSELF-SEE PICTURE IN MANUAL _- P44I9-1' Service department at 1.600-242.7163.Unauthorized returns will not be your children. EQUIPMENT NEEDED accepted.Proper repair is only ensured when the unit is returned to the •Maintain clean,Cleo!Water In the pool. A.ONE DOOR ALARM AND 2 MOUNTING SCREWS 4• EE° manufacturer. Visit our websil0 at www.poolgUard.cOm to fill out your •Do not swim during electrical storms. B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET AND 4 SCREWS ; I ty registration information. •Do not permit bottles, glass, or sharp objects to be used warran FOR DOOR FRAME IS DOOR Sun. C.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET.JUMPER WIRES. \tF around the pool. AND 4 SCREWS re ``� •Ask your pool dealer how you can Improve your pool -FOR SCREEN DOOR FRAME AND SCREEN DOOR •' _RN will be glad t0 assist you. IF YOU HAVE ANY QUESTIONS CALLUS AT 1-41001242-716I rM�•Above all: remember that common sense, awareness, and MAINDOOR SCREEN DOOR xsix caution will allow you to enjoy your pool. SS - srwass° SENSOR SENSOR I Figure 1 SWItEH SWItEH DOOR ALARM 6 4,a The horn is 85dB at 10 feet PBM INDUSTRIES,INC. IMPORTANT P.O.Box 656 2 I ¢ LED p O PASS THRU NORTH VERNON,IN 47265 W i • SWITCH , • • • •- elzaafi•z6aa �OO1gucird Q Z Q ® The product has been designed to aid in the detection of unwanted Pcc,guarde PBMINDUSTRIES,INC. www.pooiguard.com IWRIER MORN intrusions into unsupervised areas. PULE SAVING DAPT•I IS WIRES f SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. It Mom\ MADE IN THE USA should be Used in conjunction with the safety equipment currently in use REV.5-09 Figure 5 SENSING and should not affect existing safety procedures. WIRES I Ultra-Reliable Latching System. t, The Life Saver Self-Closing gate uses only the most proven latch and hinge system.The Magna-Latch has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety,reliability and child-resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. The latch has been designed to meet strict international safety codes, including all codes relating to swimming pool gate safety. The dangerous problem of a gate"resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to closure, and so suffers none of the sticking,jamming and sagging problems associated with 'mechanical'gate latches. Tru-Close Hinges PATE10TEn f Sii�!rreer se TEltsiolr E9 Quality TRU-CLOSE gate hinges are the latest n.DJvsrMEIJ,ra 4 Fdowe AVOW „d technology in adjustable, self-closing gate hinges for swimming pools, households and other safety gate, applications. These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and long life, even in the harshest seaside or and environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! This clever adjustment feature overcomes the TRU-CLOSE hinges have been independently tested to comply with a range of international safety standards, especially those relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime warranty against rust or corrosion F RESIDENTIAL SWIMMING POOL BARRIER I '`"� '"'� •,,� �' `-=- t 'fir � 4 �; a t CA �" =� tl `--�i'r' - €� Safety Cover/Alarms- Dwelling Exits shall have s. <• „< :4, ��...=- ;.E_' -k t��:` ` t -: Y s following: tt- ^` a �"It yt tt 1. Safety cover in compliance with ASTM F1346 i 1 _.- or 2. Alarms which sound continuously for a minim ► -- , ; t , kt, �R sat_ -7 1 t t t seconds. Alarm deactivation switch for single en �. -__--'�� --- ,- =' z'. t ► ` _.! last more than 15 seconds and must be >= 54" threshold of door. Minimum Fence Height 48" (4') measured on sid `--�= opposite pool Gate/Latch - Gate shall open away from pool an: closing and self latching. Release Mechanism of be >= 54" (4'6")from bottom of gate. If R.M. < 5 k y—_:. � t t t • raa must be located on pool side of gate >= 3" from It a a • o _ t t t TO , t t , 's , ,; - and have no opening in gate > .5"within 18" of F '" =�� " `° P o o ®® ♦ ® a ♦ a♦ �� . � Rule 1 - Horizontal Members spaced < 45" (3' 9" a •.♦ ♦.♦ t I. 0 ♦♦ � ♦ ♦ ♦• ► t •. .. �, a � ♦ ♦ ♦ ♦ ♦ i ♦ ,� �♦• '♦� � ♦� .�•( Members shall not exceed 1.75" •• t►►t ♦♦ ♦ ♦ ♦ ♦ ♦ k �� a ♦ Rule 2- Horizontal Members spaced 45" 3' tiff ,� ♦♦� e♦ ♦i ♦♦: ♦♦ ♦♦♦ ♦� i�� ♦" �Z �� e �� ' Members shall not exceed 4" c-...- a - ♦• ''° _♦ ' �• ♦• •� ► ♦ `!` ♦ ♦�♦ �� Chain Link- Maximum mesh size shall be <= 1. squares Lattice Fence - Maximum opening formed by t dimensional members <= 1.75" 2" Maximum Vertical Clearance measured on z opposite pool side „� a •x. � � a►.yr w^ "'fie t- �- ,,,�d-�."��y� .�. `'�{ "�a;. 1�1i��r,i• rW a�..� �' '�,. r fir- it .J `.• . -' ':�, Y' ' rc �in`•� r city"sit r�l•` Ci)r �f. .� �� ,f a i�f'r{�{;•xp o � ,j ,r - *r, � r...r� n4 ,gt+��.� .a u i*q+.�� to ,a r,.r . r. •i. , r ? r . ,�s�w� f rj1 G'a�y�7 t{lr`��j [!ail� ts�•,�� r�� r• ,�� . _. ' r ' ' ~.�. . , ."'�.1�3�s ti� �'��"�.,gar. •k.. o�(� �;,,�f' � ',`�• � ,, �' 'r .�. �a � . � _ •• ��' � „ 14 � i � � l � IGfl � 9alp � � � � 909b � � k6 � 9 � 6 � � � 8R � B & p � � B � � M �_!N ! � MBN � A � raM � & � � Sd9 � 6 � lIRW � Ra 9didP � � � d � I � � pl � � M � . ten TOWN OF BARNSTABLE BUILDING PERMIT A CATIO L' Map N Parcel ©O Application'* Health Division I(a,"A Date Issued Conservation Division GG Applicatiorf Planning Dept. vs � Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 0 1 �S Village ElI A— N ti�.6-•t�.s-r. s�,�t. 3 s g Owner X A, De, nee=E0 c g AVA it A- Address qj:ti �,y ei S4� , e fA 9-1121 Telephone S (O — 3 Permit Request Aje L -e__AP oQ� Y S I.1J Square feet: 1 st floor: existing��proposed 2nd floor: existing proposed ZOO Total new Zoning District Flood Plain I�� Groundwater Overlay Project Valuationl�(B&� O-L� Construction Type Lot Size `(3 �oD 5 1r__ Grandfathered: El Yes u'No If yes, attach supporting documentation. k rip -`Dwelling Type: Single Family Er�_ Two Family ❑ Multi-Family (# units) ' Age of Existing Structure SD-0o Historic House: ❑Yes ❑ No On Old King's Highway:.❑Yes ❑ No ,Basement Type: ❑ Full ❑ Crawl Or'Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) �3 ' Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new Z First Floor Room Count .I Heat Type and Fuel: was ❑Oil ❑ Electric ❑ Other Central Air: aYs ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes L1-NNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0No If yes, site plan review # --�� / J & 1 Current Use TS�� rr AA Proposed Use T, <<��fl.�-'t-� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) /l Name I ` �-Vl fly mil, U(I� �;O�"Iephone Number Ole)( Address I t�eX �� License #_r_'SE4_--6, Sal I/�1 �I DWI r M 4 D Z¢�I Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� N P s 34A_� c SIGNATURE DATE FOR OFFICIAL USE'ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. _ o ADDRESS VILLAGE l OWNER t DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL R GAS: ROUGH FINAL ..FINAL BUILDING w DATE CLOSED OUT ASSOCIATION PLAN NO. i The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigatwns 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information PIease Print Legibly Name(Business/OrgmizationadividuaI): Va,& b_.^ 01- CnL��CJr_�V Address: �-o 0 1 City/State/Zip: Phone#: Are you an employer?.Check the appropriate box: Type of project(required): 1.ElI am a employer with 4. [EI am a general contractor and I 6 Q'New construction employees(full and/or part-time).* have hired the sub-contractors 2.[] I am a sole proprietor or partaer- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, [ 'Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance J required] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself-[No workers'comp. right of exemption per MGL 12.Q Roof repairs insurance required]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp,insurance required-] *Any applicant that checks box A must also III out the section below showing their workers'compensation policy irfvmratiorL t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contactors and state whether or not those entities have employees. If the sub-contractors have employees,they mast provide their workers'comp,policy number. Iam an employer that isproviding workers'compensation insurance for my employees. Below is thepolky andjob site information. Iustrraance Company Name: ;iE -9 � S /N Policy#or Self-ins.Lie.#: �'1.��.A SZ� '1 �p — t O Expiration Date: /`, n(10ep� lob Site Address: •��a t _ _ _City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and p anden ' of perjury that the information provided above is true and correct. Signature: Date: 2 Z Phone#: 4 8 69 o — Official use only. Do-not write in this area,to be completed by city or town offuiaL Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: P _ A FCC Guide to Wood Cons-fracd rr in H4-;1i end Areas•:110 inph 1-Yrnd.Zon.e MaSsachusefts Checklist fQF COIIl 3 I�TIC� (780 CR'[R5301?I.I)i RI Chccic Compliance 1-1 SCOPE- Wind Speed{3-sec-gust)__ __—.-----------..__-_ _ _.-. _-------- •-----___�-. 110 mph Wind Exposure Category__.•-___.__-._-_------._..__.__.___.._..----_.._-----_-•_____B Wind Exposure Category................Engineering Required For Entire Project--------------------------------------C 12 APPLICABILITY -Number of Sinries(a roof which exceeds B in 12 siope shall be considered a story) stories S 2 stories - . Roof Pilch .-_.. _�_.___..—___-_._...-_----_(Fg 2) <_______�_—__—.____-- _1212 Mean Roof Height -------.-- .____._. ._._-=--(F►g 2)_--_---__-_-.___•-._.-.-:---_ft <_33' Building Width,W (Fig 3)---------.:-----•:----.-__: _ft 5 60' Bull ding Length,L _._.___.__-------------_- (Fig 3)—_—_..__.._-_.---_-:.._ _ft S BD' Building Aspect Ratio (Fig 4)_-—_-- ----------.--. <-3:1 Nominal Height of Tallest DpeningZ _—.___•-----•---(F9 4)- --— - - -- :-- <6'B' 1-3 FRAMING CONNECTIONS General compliance wth framing oonnerdions__...._-----—.(Table 2)--__-_.__----------------_______._..___ 21 FOUNDATION . Foundation Walls meeting requirements of TSD CMR 5404.1 Concr ......................_..............._.................................•-•-----..__......•-----....--•-----.._._._....----• ' Concrete Masonry.......------•------- ---- _---- -- ------------ -=- --_- 22 ANCHORAGE TO FOUNDATION'- SIB'Anchor BDlts imbedded or 518`Proprietary Mechanical Anchors as an alterhatfve in concrete only Bolt Spacing-general---------------------------------------:.(Table 4).-_ - -....-•-- --------_ in. Bolt Spacing from endrjomt of plate--_-.____.-_.-(Fig 5).-_--_�_.._.____:__ in._<W-12`. Bolt Embedment-roncrefa..--------__.-._-(Fig 5)------ in.>_7- Bolt Embedment-rnasonry-..---:- (F)g in_>_•15' Pfate Washer--= -(F9`'j-------- _—>3`x 3"x'/�` 3.1 FLOORS - Floorframing member spans checked __-__-_ (per 7B0 CMR Chapter SS) Maximum Floor Opening DunensiDn_.--.____-___-_(Fig 6)...---- ---_-__-_----__..--_--•—tt<_12, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall Fig 6)......................................... h0ix dm Floor Joist Setbacks Supporting Loadbearmg Waifs or Shearwali----__-(Fig 7).-.----.__.-.----_-•----.---___--_._ft s d Maximum Cantilevered Floor Joists , Supporting Lnadbearing Wails or Sheanvall_---_-(Fig 8)______•--•---..__..---_----__:.._.._ft S d FloorBmcing at Endwalls-....._........__. -------(Fg Floor Sheathing Type .-------. _ -_.-•---•--___—.-(per 760 CMR C-hapter --=_---_---.-_.- Floor Sheathing Thickness _ __-_._—.-----__--(per 730 CMR Chapter 56).......... in. Floor Sheathing Fastening_.._._...__.__._..-_.._.-.___=...(Table 2)_-d nails at in edge 1-in field , 4.1 WALLS Wall Height Loadbearing vialis._-__:-------_--___-._:-----(Fig 10 and Table 5)- -__�.—ft 510' Nan-Loadbeadng galls_______- ---(Fig 10 and Table 5)—___.__..______ft-S 21r Wall Stud Spacing (Fig 10 and Table 5)__-..___-.—in-5 24"o.c. Wag Story Offsets __-. --..---.___.-------_�(Fgs 7&B)_----__-------_____.___. ft S d ` 4.2 E K ERIOR:WALLS3 Wood Studs ..._._. ..---• _..[fa �-•-----------...._..—_.•2:c fit rn. Non-Loadbearing walls ......:(Table 5) Gable End Wail Bracing Full Height Endwall Studs.-.__-__:_-__.--_.— WSP-AfSc Floor Length_______._- ---- (Fig 11)_--_.___--__•_-__•_- ft zWl3 'Gypsum Cang Length[if WSP not used)--____------- 11)�--_.-__..__-__—ff z 0-9W - and 2 x4 Continuous Latr�!ral Brai e @ 61t.o.c--(Fig Ii).......................---._._____.__--_-_ or 1 x 3 ceiling fuming strips @ 1 T spacing min.with 2 x 4 bioc.Idng @ 4 ft.spacing in end joist or truss bays Double Tap Pla& = Splice Length —__—: _--------__(Fig 13and Table 6}_..__-----.__..—__.—ft ' _ Splice Conne�on(no:of 16d common narks}:-_---_(fable 6).__.---.._.._.__---.-•—_.__:---_ 14TYC Guide fo Trood Caris/rudi011 ill Higlr tVmd Areas_ 110 ftzpli P'irrd Zone ' Massachusetts Checklist for Compliance use Ch1RSm1.2.1_I)i Loadbearing Wall Connectons - - Lateral (no.of 16d common nails)_-----------.__—_.-(Tables 7) Non-Loadbearing Wall Connections Lateral(no_of 16d common na7s}_--_ _._._-(Table 8)-__.__--________...___._. Load Bearing Wall Openings(record largest opening but check all openings for calnpfiance to Table 9) Header Spares (fable 9)---_:__-____---- _ft_in._<1 V Sill Plate Spans --- _ --- ----.-.-.(Table 9) -----------—ft_in. 911' Fun Height Studs (no_ of studs)_ _-_--- --_(Table 9)_..._.__-.__--------•-----__--:-_-- Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.- (Table 9)__._______-_.-_--. _tt_in_512' Sill Plate Spans_._. .----(Table 9)_. --_---- _ft—in__<12' Full Height Studs (no. of studs)__-..--.-_—_(Table 9)__________--._.__.-_--_______------ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum BuBd-rng Dimension,W - Nominal Height of Tallest OpeningZ ................. Sheathing Type_.-------____._...____.___(note 4)_.____-_._�__.--•-- --------:_-- Edge Nail Spacing�..------------,_.-.(Table 10 or note 4 if in_ Feld Nail Spacing-------__._�_.-_--•--_._.(Table in- Shear Connection (no_of 16d common nails)(Table 10).__.________._____.__.__•-----------.------ Percent Full-Height Sheathing.---_ ' __..:_.(Table 10)-------------__--------_-_--___•___--°� 5%Additional Sheathing for Will with Opening>VW(Design Concepts) Maximum Building Dimension,L Nominal Height of Tallest Openingz_.__.._..--------------------------------------------------_.:_____5SIB" Sheathing Type.------.___----------_._.___(note 4)___.._._------_---_._----------_-__-- Edge Nail Spa cin able 11 or note 4 if less _._-___.______.._ in- Field Nail Spacing--------------------------(Table i1)_______.___----------_.___._.__ in. Shear Connection(no. of 16d common nails)(Table 11).......____.___.____-_-_-_:_..___._.._.. Percent Full-Height Sheathing--__-_..(Table 11) _% 5%Additional Sheathing for Wall wrlb'Opening>S'B'(Design Concepts)------ �,-- Wal1 Cladding Rated far Wind Speed?- - - ----- --- --- -------------------------- 5.1 ROOFS Roof framing member.spans checked?___-_. .(For Rafters use AWC Span Tool.see BBRS Website) Roof Overhang -----_---------------_-___._.___._.--__-.(Figure 19)____.____-- ft s smaller of 2:or.U3 Truss or Rafter Connections at Loadbeaiing Walls Proprietary Connectors Uplift._.-.------._..____._._,—_.(Table 12)__.__;____._..:__.__.-___-U-_ plf Lateral -------—_-_-(Table 12)___- ---------_---.__..__L= plf Shear.----- - --- ----(Table 12).---- _------ -"-----�' Ptf. Ridge Strap Connections.if collar Pies not used per page 21___ (Table 13)._____.�__._--__---T= plf Gable Rake Outiooker_---------------- -------_-- =igure 2D) •---•----- ft s smaller Of 2'or L12 Truss or Rafter Connections at Non-tnadbearing Walls Proprietary Connectors Uplift __-_--.(Table 14) ------•---------•---U= ib- Lateral(no_of 16d common nails)-,(Table 14)......................................L= . lb. Roof Sheathing Type-.__----:_-------------(Pe 730 CMR Chapters Sa and 59)............. RDof'Sheathing Thickness__-._.._.__- -_-_..---__-_--- _ —in_?7/16'WSP Roaf Sheathing Fastening__._—____._.__--.(Table 2)_________. — Notav -1. This checklist shag be met in its entirety,excluding the specfc exception noted in Z to comply with the requirements of 7BD CMR5301.21.1 item 1. If the checklist is met in its entirety then the fbnowing metal straps and hold downs arm not required per the WFCM 110 mph Guide: a_ Steel Straps per Figure 5 b. 2b Gage S6-aps per Figure 11 c. Uplift Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1aa and Figure 18b 2 'ExceptiorL Opening heights ofup to 8 ft shag be permilfed when 5%is added to the percent fuMeight sheathing - requ'trernerits shown in Tables 10 and 11. 3_ The bottom silt plate in exterior walls shag be a minimum 2 in_nominal thickness pressure treated#2-grede. — r • .4 FYC Guide fo fYood Construction zrr Rji�Ir ;Irind`Areas_ 110 zigh 11�1rsd Zorze Massachusetts Checklist for Compliance(7so CNIR s3.01-2:1:1)' 4 a. From Tables ID and 11 and-location of wall sheathing and Building Aspect Ratio,determine Perc6nt Full-Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116'and be installed as follows L Panels shall be installed V&strength axis parallel to studs. it. All horaonial joints shall occur over and be nailed to framing. ui. .On single story mnsiruction,panels shall be attached tD botbM plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horimntal nab spacing at double top plates, band joists,and girders shall-be a double row of ad staggered at 3 inches on center per figures below:Veitcal and Horizontal Nailing for Panel Attachment 5. Glazing prDtection:a)*new house or horizontal addition-required if prnjed'is 1 mile or closer to shoe:(generally,south of Rte.2a or north of'Rte.6) b)vertical addrbon-not requlred unless there is e„rtensive renovation to the first floor c)repiacamentvriridows-needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website:. WrIai its ED&E Isis ox __zr ussad 9kt!5- ATs-b•c u , i u W • [1 11 1 i A i1 i1 J wa a i IEt it r it Nul Ed m t d , r l It t t FRAMM tY Ir t(( f T 11 - t ID6E4 tI r_i 1 . trf tt y � - , t [ zu 1l .119 i - 3rs• i 'sL ,I.Jt �r T t t a ii ii� i t � ll 1 — J J r F[it r - ---r - - - - -x j 3`FdYd. - GDrr9i.E� t� SLAB - N 1.%-A�GW- t1MLPATTERi PA14EL Pik EDCZ A! MUM E L*MILIDGE S?ACM DETAL See DaWl.on Next Page Vertical and HDr¢orrlal Haling Detail � Verligi i�Horizontal Nailing for Panel Attachment fbr Panel Attachmarif I i i YKE Town of Barnstable 4 Regulatory Services A Richard V.Scali,Director Fc ►�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,_r , as Owner of the subject property hereby authorize S v - to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to filled or utilized before fence is installed and all final in p cdo s re performed and accepted. iL i n re f Owner Signature of Applicant 2T �g-vtct Print Name Print Name Date i I Massachusetts:Departmentof Public Safety L Board of'B.uilding Regulations and Standards 'License:CSFA-057385 Construction Supervisor i 8.2 Family KENNETH B VON A L, 11 FOX ROAD WALTHAM MA 02461 l Expiration: commissioner 07N912017 f Construction Supervisor 1&2 Family Restricted to: Failure to possess.a current edition of the Massachusetts State Building Code is cause for revocation of this license. DIPS Licensing information visit:WWW.MASS.GOV/DPS i IQwicninrirrieriQ�-�`C�/llirtlnc�irle!!- _,Office ofCoasamer'Affairs&Business Regulation License or registratioa valid for.individul use only ,HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to; egistration 116519 Type: Office of Consumer Affairs and'Business Regulation xpiration 6f22f2016 Private Corporation 10 Park Plaza-Suite 5170 ^t Boston,MA 02116 KENNETH VORA CONST INC(44�T KENNETH VONAft" t 11 FOX RD. WALTHAM,MA 02451 Undersecretary Not valid without signature it i A6 ® DATE(MMIDDrNM CERTIFICATE OF LIABILITY INSURANCE 7/6/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Construction NAME: Eastern Insurance Group LLC PHONE AIC. . (800)333-7234 FAc o: 233 West Central St E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC ti Natick MA 01760 INSURERA:Union Insurance Cc INSURED INSURER B Acadia Insurance Company 31325 Kenneth Vona Construction Inc INSURER C:Liberty International Und 11 FOX Road INSURER D: INSURER E: Waltham MA 02451 INSURERF: COVERAGES CERTIFICATE NUMBER:HASTER 2015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MWDD/YYYY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence) ccurrence $ 300,000 A CLAIMS-MADE 1-X-1 OCCUR PA0296259-18 /1/2015 /1/2016 MED EXP(Any one person) $ 15,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY (CEO MBINE ..deDiSINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED 0300197-16 /1/2015 /1/2016 AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per acc dent Medical payments $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 20,000,000 C REXCESSLIAB CLAIMS-MADE AGGREGATE $ 20,000,000 DED I X I RETENTION$ 10,OOC 100005374005 7/1/2015 /1/2016 $ B WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 11000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) CA5216446-10 7/1/2015 7/1/2016 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) RE: EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN FOR INFORMATIONAL PURPOSES ONLY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Koegel/PtQP, ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 mmnnst m Tho A(()Rr)namo and Inn^nro roniefororl marirc of Ar:r)Rr) i Massachiusetts Depariment of Public Safety Board of Building Regulation's aria Standards License:CSFA-057385 oristiucti6ri Supecvi'sor f 8'2 y � Fafnify KENNETH B VONA. �''� 11 FOX ROAD• a t..�., f ,ti WALTHAM MA Q245.1 l i 1` '(��/ZU lJ�.� Expiration: c:ommissloner 07/t8/2017 I Construction Supervisor 1&2 Family Restricted to: Failure to possess a current edition of the Massachusetts f State Building Code is cause for revocation of this license. DPS Licensing information visit:WWW.MASS.GOV/DPS ! �r:•r.F�aernoimrri�/�.o�C-'.•�li�iri�ulN/(J �. Office of ConsumerAffnlrs&Business Regulation License or registration valid for Indivldul use only YOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: eglstratlon 116519 Type: Of&e.ofConsumer Affairs and Business Regulation xpiratlon 62 bl15t. Private Corporation 10 Park Plaza-Suite 517o =.ris,.'_ ':.'( Boston, 02116 KENNETH DNA COHST'INC•-, ;' V O H VONA 11 FOX j i'_s 'jy'+�✓� � p 11 FOX R0. WALTHAM,MA 02451 Undersecretary, Not valid without signature i i A`,oRo® CERTIFICATE OF LIABILITY INSURANCE 7�s/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CNAO E. T Construction Eastern Insurance Group LLC PHONE_,.,,, (800)333-7234 FAX JAIC.NoIC o• 233 West Central St E-MAIL ODRESS• INSURER(S)AFFORDING COVERAGE NAIC N Natick MA 01760 INSURERA:Union Insurance Co INSURED INSURER B-Acadia Insurance Company 1325 Kenneth Vona Construction Inc INSURER C:Liberty International Und 11 FOX Road INSURERD: INSURER E: Waltham MA 02451 INSURERF: COVERAGES CERTIFICATE NUMBER:MASTER 2015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR ADD S BR D POLICY DEXPTYPE OF-INSURANCE POLICY NUMBER MMDNYYMM/Dr LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 PCOM MERCIALGENERALLIABILITY DAMAGE T R NTEDPREMISES( aoccurrencel $ 300,000 A CLAIMS-MADE �OCCUR PA0296259-18 7/1/2015 /1/2016 MED EXP An one person) S 15,000 PERSONAL&AOVINJURY $ 1,000,000 GENERAL AGGREGATE S 2,000,000 GENI AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 POLICY X PlFrT RO- LOC $ AUTOMOBILE LIABILITY Ea,ocd.n) II" LE LIMIT S 1 000 000 B ANY AUTO BODILY INJURY(Per person) S ALLOWNED E SCHEDULED 0300197-16 /1/2015 /1/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS NON-OWNED PROPERTY DAMAGE S AUTOS Pe .,Gder ll Medical payments S X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 20,000,000 C EXCESS LIAR CLAIMS-MADE AGGREGATE S 20,000,000 DIED I X I RETENTIONS 10,00C 100005374005 7/1/2015 7/1/2016 S B WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT N�OFFICER/MEMBER EXCLUDE09 NIA S 1000000 (Mandatory in NH) CA5216446-10 7/1/2015 /1/2016 E.L.DISEASE-EA EMPLOYEE S 11000,000 If yyes describe under DESG�RIPTION OF OPERATIONS balmy E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) RE: EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN FOR INFORMATIONAL PURPOSES ONLY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Koegel/PMA ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 nrrinnsi m The Af npn name anri Innn arc renicfereri marlre of Ar npn Generated by REScheck-Web Software L V A/_ J Compliance Certificate i Project Samra Residence- Garage Building r, Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,647 ft2 — �flt � 13VV1.D f"l— Glazing Area 25% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 265 Seapuit Road David Samra Thomas Catalano Barnstable, Massachusetts 02655 Catalano Architects, Inc. 115 Broad Street, Floor 2 Boston, Massachusetts 02110 617-338-7447 inquiry@catalanoinc.com Compliance: Passes using UA trade-off Compliance: 10.9%Better Than Code Maximum UA: 350 Your UA: 312 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter First Floor: All-Wood Joist/Truss Over Uncond. Space 910 30.0 0.0 0.033 30 Wall- North: Wood Frame, 16in.o.c, 559 20.0 10.0 0.036 15 Window: Wood Frame, 2 Pane w/Low-E 99 0.320 32 Door: Glass 36 0.320 12 Wall-West:Wood Frame, 16in. D.C. 609 20.0 10.0 0.036 16 Window: Wood Frame, 2 Pane w/Low-E 172 0.320 55 Wall-South: Wood Frame, 16in. D.C. 559 20.0 10.0 0.036 17 Window: Wood Frame, 2 Pane w/Low-E 51 0.320 16 Door: Glass 36 0.320 12 Wall- East:Wood Frame, 16in.o.c. 583 20.0 10.0 0.036 15 Window: Wood Frame, 2 Pane w/Low-E 70 0.320 22 Door: Glass 108 0.320 35 Flat Ceiling at Decks: Flat or Scissor Truss 225 30.0 0.0 0.035 8 Ceiling: Cathedral 1,209 49.0 0.0 0.022 27 Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 1 of 9 F , Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 2 of 9 i REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan ReviewCvalue Value omplies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ;building envelope. ❑Not Observable ❑Not Applicable ; 103.1, (Construction drawings and ❑Complies ; 103.2, .documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate j ;compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per.ACCA 8 Manual J or other methods Cooling: Cooling: tNot Observable J approved by the code official. Btu/hr Btu/hr :ONot Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 3 of 9 .'Section' ' # Foundation Inspection Complies? Comments/Assumptions &,Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation 1❑Does Not J and extends a minimum of 6 in. below grade. ;❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls EComplies [FO12]2 installed. ❑Does Not U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: y , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 4 of 9 Section• Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U factor(area weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). :❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable : 402.5 ; ; ;❑Not Applicable [FR2]1 O 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not O ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; (FR23]1 l installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not 0 :AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not J and labeled to indicate <-2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 :Supply ducts in attics are R- ; R- ;❑Complies [FR12]1 ;insulated to >_R-8.All other ducts R_ R_ ;❑Does Not 6 :in unconditioned spaces or t ;outside the building envelope are; UNot Observable :insulated to >_R-6. ❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 air handlers, and filter boxes are ❑Does Not ;sealed. _]Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable _._ ❑Not Applicable 403.3 HVAC piping conveying fluids R- ; R- ;❑Complies (FR17]2 above 105 °F or chilled fluids : :❑Does Not J below 55°F are insulated to>-R- 3 ;❑Not Observable ❑Not Applicable 403.3.1 :Protection of insulation on HVAC ❑Complies ; [FR24]1 1piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R ; R- ;❑Complies [FR18]2 >R-3. : :ODoes Not 119 ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not U intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 11 2-1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 5 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 6 of 9 I - Section' Plans Verified Field Verified # Insulation Inspection' Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not U provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable I ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions, and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable ; 402.1.1, ;Wall insulation R-value. If this is a: R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable 0 Irequirement applies (FR10). 303.2 ;Wall insulation is installed per _ ❑Complies I [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not (table for values. 402.2.2, 402.2.E ; ❑ Steel I❑ Steel ;❑Not Observable [FI1]1 ; ;❑Not Applicable ; 8 303.1.1.1, ;Ceiling insulation installed per _ ❑Complies ; 303.2 i manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ; 0 ;300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include.baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R ;❑Complies [FI3]1 I insulation >_R-value of the ❑Does Not 'adjacent assembly. ;❑Not Observable , ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [F117]1 each in Climate Zones 1-2, and ;❑Does Not i<=3 ach in Climate Zones 3-8. :(-)Not Observable ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [Fl4]1 !cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 Itby manufacturer at <=2%of ❑Does Not :design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not `J ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. ❑Does Not v ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [F111]2 systems have automatic or ❑Does Not 10 accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies [F16]1 !fixtures or 75%of permanent ❑Does Not (fixtures have high efficacy lamps. !Does not apply to low-voltage ❑Not Observable ; lighting. ❑Not Applicable ; 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 8 of 9 Section` Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not []Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not U ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Garage Building Report date: 12/22/15 Data filename: Page 9 of 9 i 2012 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 30.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating LI-Factor SHGC Window 0.32 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments i Professional Engineers and COASTAL Land Surveyors ENGINEERING COMPANY, INC. Sean M.Riley,P.E. Civil Division Manager 260 Cranberry Highway,Orleans,MA 02653 - 508-255-6511 Fax:508-255-6700 Cell:978-760-1923 sriley@coastalengineehngcompany.com may_ • � 0��5-Sew p� ;�- ,L� C�S-(L • �.■umu■ Town Boundary • - _ . t23-456 Parcels FY2018 .. - ` - •. - 10\ u 1234 Address Street Numbers Buildings r•� • ki r mffs rmIgy(.ocations of IJQIYI Pond 4 ®� Above Ground Swimming Pools 00 #267 i ry In Ground Swimming Pools Walkways Improved Walkways Unimproved ---- Paths 2 651 F iti s - r - Stairways \, Paved Roads h' r Unpaved Roads Paved Driveways Unpaved Driveways \ E +* Painted Lines # 285 0 Paved Parking Lots Unpaved Parking Lots t z Bridges Railroad 1 . �E-- Fences — ♦— Guardrails a ` —� Retaining Walls 095-004 o©a Stone Walls #265 `+ i QQ Sports Areas C Golf Areas 'vwir� Docks/Piers -o :0 95 007-00: 4'zI Boardwalks X #`275 C-'Z-rD Jetties -�— Streams — — - Drainage Ditches 095=003` Marsh Areas ,4 - .•« . Water Bodies ("X Spot Elevations(NAVD88) L� I N�/- L•�©Y �,s sM�sx�ai t r� 9 O Topo ro ft Contours(NAVD88) PeC Topo 2 ft Contours(NAVD88) 7Z / North Wooded Areas 1( ^Street Trees [f(llr/ t L X Catchbasins NO Monuments \ Q C Lamp Posts ® Towers \1 RL Manholes OSatellite Dish . O Utility Poles - -• . �' g■Fuel Tanks �} 1 Signs Water Tanks �� VI - Flagpo 05-003 les 095-`0 Q Utility Boxes #269 O Posts �yry(�{{�► �+gg�� }� {{ (1 j • Pilings Data Source Human-made features, Disclaimer This map is for planning purposes only.It is 1 inch=60 feet N Town of Barnstable hydrography,topography,and vegetation were Parcel lines on this map are only graphic not adequate for legal boundary determination Fee Conservation Division interpreted from 2008 aerial photographs and representations of Assessor's tax parcels.They or regulatory interpretation.This map does no Wt may have been updated from more current are not true property.boundaries and do not represent an on-the-ground survey. 0 15 30 60 90 120 http://www.town.barns[able.ma.us snnrrec. ParrA lines wvrr.dipiNzrd frnm -..6..ci—I r t � Town of BarRN61e 288,077 02 11-2016 11 = 14 Zoning Board o��teaSTABLEls LAND COURT REGISTRY •.,� �. Decision and Notice Special Permit No. 2015-056-Samra & Pearson § 240.94(B)- Nonconforming Uses To demolish and rebuild on a lot improved with two single-family dwellings Summary: Granted with Conditions Applicants: Nicholas David Samra & Erica Pearson 38 West Clay Street,Son Francisco, CA 2015. " 2P i Property Address: 265 Seapuit Road, Osterville, MA Assessor's Map/Parcel: 095/004 Zoning: Residence F-1 District, Resource Protection Overlay District Hearing Date: November 18, 2015 Recording Information: Deed: Document No. 1256594 Plan: LC Plan 5725-H Background In Application No. 2015-056, Nicholas Samra and Erica Pearson proposed to demolish two existing dwellings and accessory uses on the property and reconstruct two new dwellings and accessory structures. Section 240-7(F) of the ordinance states that in residential districts, only one principal permitted building shall be located on a single lot. Relief is requested pursuant to Section 240- 94(B)to allow for the demolition and reconstruction of the structures on the lot in light of the nonconforming nature of the use. The subject property is located off of North Bay in Osterville and fronts on Dam Pond and Middle Pond. The property contains approximately 2 acres, as measured to mean high water. The northern and southern banks are armored with stone revetments and the eastern bank, fronting on a small inlet, consists of shallow marsh. The property was improved with two primary structures: • a 11,259 gross sq.ft (4,685 sq.ft living area), 4-bedroom, single-family dwelling built in 1920 • a 2,754 gross sq.ft (1,919 sq.ft living area), two-bedroom, guest house built in 1920. The property featured various accessory structures, including an outdoor pool, cabana, spa, a large tennis court, a putting green, and a detached garage/storage building (demolished)with a dedicated driveway. It was served by public water and a six-bedroom, on-site septic system. The property is in an "A" Flood Zone, with a base flood elevation (BFE) of 12 to 13 feet; the existing structures were constructed below the BFE. The Applicants proposed the reconstruction of both the main house and guest house, in addition to the reconstruction of the detached garage (which includes a recreation room and office), pool and pool cabana and a new proposed boat house. All structures were proposed in conformance with setback requirements. The structures were proposed to be elevated above the base flood , elevations. The redevelopment of the property also included replacement of the current septic system with a new, 8-bedroom private sewage disposal system. According to the Applicant,the proposal would decrease the area of impervious surface coverage within the 50 foot buffer to, wetlands by over 2,000 square feet. Additionally, as a condition of Conservation Commission approval, the Applicant was required to implement a restoration planting plan that would convert approximately 25,000 sq.ft of area to native, undisturbed vegetation. I Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2015-056- Samra/Pearson Procedural & Hearing Summary Special Permit No. 2015-056 allowing for the alteration, expansion and continuation of a preexisting nonconforming use was filed at the Town Clerk's office and office of the Zoning Board of Appeals on October 23, 2015. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on November 18, 2015 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Brian Florence, Alex Rodolakis, George Zevitas, David A. Hirsch, and Robin Young. Attorney Sarah Turano-Flores represented the Applicant before the Board. Also present were architect Tom Catalano and project engineer David Michniewicz, with Coastal Engineering. Attorney Flores provided a summary of the project, the property history, and the relief requested. She discussed the lot history and the land Court plans that depict ways that provide the lot access and frontage. She reviewed the prior approvals from the Historical Commission and the Conservation Commission, indicating approval for a new Title V system was still necessary from the Board of Health. She indicated the new construction would bring all structures into compliance with zoning setback requirements. She reviewed the decrease in lot coverage overall and within the 50' buffer to wetlands and the environmental and flood control benefits of the redevelopment. Attorney Flores presented the building elevations and discussed the improvement to views and vistas and the character of the property. The Board questioned the increase in bedrooms and the new septic system. Attorney Flores clarified that the new system would be sized for an extra bedroom, but indicated one proposed room being counted as a bedroom would actually be used by the current owners as an office. She indicated the new system will provide better treatment over what currently exists. The Board requested additional information regarding the height of the guest house. The total height and visibility of the guest house from the water was reviewed. Findings of Fact At the hearing on November 18, 2015, the Board unanimously made the following findings of fact for Appeal No. 2015-056, a request for a special permit filed by Nicholas Samra and Erica Pearson to demolish, reconstruct, and expand two single-family residential dwellings on one lot: 1. Nicholas David Samra and Erica Pearson applied for a Special Permits pursuant to Section 240- 94(B)-expansion of a preexisting nonconforming use. The applicants proposed to demolish, reconstruct, and expand two single-family residential dwellings and accessory structures on a single lot. 2. The subject property is located at 265 Seapuit Road, Osterville, MA as shown on Assessor's Map 095 as Parcel 004. It is in the Residence F-1 and Resource Protection Overlay Zoning Districts. 3. Section 240-94 allows for the expansion, alteration and continuation of a preexisting nonconforming use with a Special Permit. The multiple single-family dwellings on the lot predate the adoption of zoning. 4. 'The reconstruction of the single-family dwelling and guest house are proposed in conformance with all setback requirements of the RF-1 District. 5. The two preexisting single-family dwellings predate the adoption of zoning in Barnstable and were constructed on the same lot as presently before the Board. 2 r � Town of Barnstable'Zoning Board of Appeals—Decision and Notice Special Permit No.2015-056—Samra/Pearson 6. The proposed new use is not expanded beyond the zoning district in existence on the date it became nonconforming. All proposed construction will remain within the boundaries of the RF-1 District. 7. Frontage and access is provided to the subject lot by a drive contained within a 16 foot private right-of-way off of Seapuit Road. The way is first shown on a 1915 Land Court Plan, then in more detail on a 1916 Land Court Plan (5725-B), and was relocated and shown on subsequent Land Court plans. 8. Site Plan Review is not required for single-family residential uses. 9. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The proposed structures will be screened from view through the preservation of existing trees and extensive new plantings. Additionally, the proposal provides environmental benefits by decreasing lot coverage, removing invasive species and introducing approximately 25,000 square feet of native, undisturbed vegetation. 10.The continuation of the preexisting nonconforming use will be no more detrimental to the neighborhood than the use as it exists today, The property will continue to be used for ! residential use by a single-family. The proposal provides flood protection and resiliency benefits, decreases overall lot coverage and improves the quality of wastewater treatment over what exists today. The vote to accept the findings was: AYE: Brian Florence, Alex M. Rodolakis, George Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2015-056 subject to the following conditions: 1. Special Permit No. 2015-056 is granted to Nicholas David Samra and Erica Pearson to allow the demolition and reconstruction of multiple-single family dwellings at 265 Seapuit, as shown on the plan referenced in Condition No. 2 herein. 2. The reconstruction shall be in substantial compliance with the site plan entitled "Plan Showing Proposed Site Improvements", dated October 23, 2015, drawn and stamped by Coastal Engineering Company, Inc. (sheet C2.1.3), as amended by the approved Conservation Commission plan dated 10/20/15; and the elevations entitled°Samra Residence—265 Seapuit Road"dated 10/23/15, eight sheets. 3. The development, use and maintenance of this property shall be incompliance with the requirements of the Order of Conditions issued on November 5, 2015, and as may be amended.. 4. This property shall be used for single-family residential use in conformance with zoning. 5. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit. The rights authorized by this special permit must be exercised within two years, unless extended. - The vote was: AYE: Brian Florence, Alex M. Rodolakis, George Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None 3 I r Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2015-056—Samra/Pearson Ordered Special Permit No. 2015-056 allowing for the demolition, reconstruction and expansion of a preexisting nonconforming use, the use of multiple single-family dwellings on one lot at 265 Seapuit Road, Osterville has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. k2i IJ 0�. . Brian Florence, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office.of the Town Clerk. Signed and sealed this 23 day of IX.CekvilW , 20 tS under the pains and penalties of perjury. Ann Quirk, Town Clerk.. 4 town of Barnstable ` • AAtWMAGLE,.� Assessing Division rF�iA¢ayA1 367 Main Street,Hyannis MA 02601 www.town.barnstabte.ma.us Office: 508-862-4022 Jeffery A.RUdziak,NUA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION November 2, 2015 RE: Adjacent Abutters List For Parcel(s) : 095-004 265 Seapuit Rd.. Osterville, MA 02655 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable AbutterReport Page 1 of 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '095004' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 9 Close Map&Parcel Ownerl - 0wner2 Addressi Address 2 Mailing Country De CltyStateZip DAVIS,HOLBROOK OSTERVILLE,MA 095001 R PO BOX 572 026SS C2. 095002 DAVIS, HOLBROOK PO BOX 572 OSTERVILLE,MA CiS R 02655 WELLINGTON, OSTERVILLE,MA 095003 CHARLES 0& 27S SEAPUIT ROAD cl! GUZZETTI, LOUISA 02655 SAMRA,NICHOLAS 38 WEST CLAY SAN 095004 DAVID&PEARSON, STREET FRANCISCO,CA C21 ERICA 94121-1231 095005001 REDFIELD,CARL TR PINE ISLAND PO BOX 65 OSTERVILLE, MA Cl, NOMINEE TRUST 02655 095005002 WELD,THOMAS G & THOMAS WELD 59 RIDGEVIEW GREENWICH,CT C2t NINA K TRS REVOC TRUST AVENUE 06830 REHNERT, 101 BOSTON,MA 095007001 GEOFFREY S& GO AUDAX GROUP HUNTINGTON 02199 C11 LAURA A AVE WELLINGTON, OSTERVILLE,MA 095007002 CHARLES 0& 275 SEAPUIT ROAD Cl'. GUZZETTI,LOUISA 02655 DAVID B BREED 4751 BONITA BAY BONITA 0§5007003 BREED,DAVID B TR 2007 TRUST BLVD #1502 SPRINGS,FL C21 34134 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this list Is from the Town of Barnstable Assessor's database as of 1 0/2712 01 5. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 10/27/2015 Town of Barnstable Gebgraphtc Information System: October 27,2015 095019 #83 090019 085009 3X 132 #359 095008 085P10 #340 095020 ! rfi✓��i✓r/��;rfi%l _ •!�'r + f �!�1//✓o',//frr�l�!!�r r / r f < •tr Q, o��r�_...rr�h,,%rl��/jfi�Fir:fl/.l��F`r �,rr�,•4 rlr�� ,,�r'fYr 5;f/j9< _ � ` ��.y li't!i!`f�rr�'ff� �.r/i�•��!„1' t7+k:!v yr tr J`ty'�✓ rrr ze `,'/2l �<r 1`N}d `^i r /i f✓ ! rL'`f'fi��-•;L��oJ/y'�/ti P.14�� i rl s lft. gl'lfjr'v fri'��j{��/i'�j/�/✓rr� ��J`!<"=,/` 6 >�f �i �j..�,�'nl.��rC'f,,�/,,y1'f`/ •• . -•'�:d r //iF'<yr r �Cc `r. 1i �tS"'^t. .ele'lF1'•i'�'it3 .•'�" '�. F•. . f;�/ ��y v /, 095011 00021 #294 $204 f� fr r' U` ��✓�.�yj�/ ,�,�.� r rg !/i +/ tyr �Yrj, /r�f 4F r/ X Sv j/YN !{ s +afFlJrfiFacf �1<,`,�f��' .rf'.. .,:<�i/,s.-.r r�_r✓��" 5V /�//,i ri _.7G�' 1i!/1��f'%mil✓s/��r f�./ f,.� r t r . ' f ,rj ,� ��i/r�fur /�//�.�,,'/ /i�// '.' •%� � mmp 09500002 ��.�/,/ •`i�j11/ r/r � � %'f/`r`�//"li r/i�fi//' ri �' 0�002 !/✓i r r / l..r rrr r>/ /U/ '✓i /f F .ry yr' r'S'i r f.fJ✓i:/ . 095014001 re�rj/z 1 9 235 ` < 095016 Y:, aA 095001 ,t tR2b3 095016 095014' #2S1 J0;R 0 111 Feet SL DISCLAIMERS:This map is for planning purposes only. It rs not aIdequate for legal Map-095 Parcel:004 Zoning Board of Appeals(ZBA) temdnabmorregutatorylnterpretation. Enlargements beyond a scale of Selected Parcel boundary de Abutter List Type-Parties of interest are those directly opposite subject lot on 1•=1W may not meet established map accuracy standards.The parcel fines on this map i w �+ are only graphic representasons of Assessor's tax parcels.They are not true property any public Or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot such as building locations. Buffer �i f gXrJ isi 11111111 1D1i4�NY?F. xx , 1`s�o sZONING OARDL �P?EALS '_ NOTICE OfPUI1UC'NEAR1I �UtD�ER: 70WNOFBAR115iA11tE 2 'r rrrr-- °- .ZONINGBOARDOfAPPEALS z i 6:aanIN �; NQyEfVtt3 .. .' NO=OFPUBUCHEARINGS1101 4 TKlp" o ZONING ORDINANCE ^ rTO$�pQr$Ot1S1nt0R18t8V1 }( } NOVFJ,IBLR1 �� v wwsu-•w. �. 9.Za1s BCUOtls ofth0 Z 1;9 Boa�iCl of f per • To all persons interested In or'afrected by c or[i hdfeYbsy.;,ttO�i ruse O +1 the.actions of the Zoning Board of Appeals, Of Ct18p f 40Ar •IfieaO( you are hereby notified,pursuant to Section Coplr�lorwvealth aasra fiso II; i 1 of Chapter 40A of the General Laws of amar4c�menC the of a the Commonwealth of Massachusetts,and ; a wv> r ra r yin s all amendments thereto,that a public hear- ihe(olloWingapp0 s iU�o nes In g on the following appeals will be held on 'dayY�loYe7Tlbofl 015fitt11 t)ta C Bd - Wednesday,November 10,2015 at we ume i 1>< �•>�°7�OPb� P�t .�� , Indicated: -ire..° fa[ k T� a_ TAOPMAppealNa Thist 1 . 'Susan M of ru oaf a R a WdhelnitaRwtry'itttst ..� <- �t e� P'j;i ,s 8 •A.cQ[O i� Susan M.Crocker,Trustee of the VNlholmina Realty Trust has applied for a variance to L§240va-p1 }Rcr txk++Re9 1 O ' , r §24D-14(E)RF Bulk Regulations and.§240- °.3tS K93 of rea•rt-�Frtron7, a O i pI"` 36 Resource Protection Overlay District to diNdegor�e Iof�nfo't�io'fota d0 divide one lot Into two Iotswhich do not meat ` aihe•c (Ot ar(POwtago, ` oka`"' the current lot area,frontage,and setbacks .. 'J'v"^ �""-"^'�'i"r• xa " requirements of the Ordinance,The property mnnon!s o xi j rt00 N rope •"iF'-»r+�w f s '•r+ar 77y� Vi , Is located at 51 Prince Avenue,Maratons _f9l foilI . A Lie. 0r8fobs ,ynayE.e ,,,•r W- Mills,MA as shown on Assessor's Map 077, lls,t n 8 ( B S,O L1p 07 v; as Parcel 002..1t is In the Residence F and. ;&sa'a,0.02.11f Ito osno Resource ProtecuanOverlay ZordngDistrials 'Ra�oUrr 70 PM Appeal Na 2015.09 Miele 13 �TO1Pi�E�QppealNO Intl } Russell b Judith While have petitioned to •m OI Gdi &• 1 9«HY„9; l O�r'a modify and transfer Special Perini[No. �Sraf 8 f,e t ou 89 i 1993-17,WN6 Issued relief pursuant[o 0 84I 9240.94 Nortcontmtn org.Uses.The appll- tc a ' cants acak to conUmte uso.of the prop" Or1t7 aIN1� SE1S. 'a. w r• forrdldl.autos.InaddiUantoresidenualuse. n U0, 0 a• to y io a as.., The property is rocalod at 4015 Falmouth OadiUO 8.- Ojtro�Otty'tS r. Road/Route 20,Coluit,MA as shown on - :Ylpfa"�®�lrratF"Irn Oa�u[g Q r^ Assessor's Map 040 as Parcel 027.it is In the Residence F and Resource Protection 's M i+ Overlay Zoning Districts.,ts,ha Cot t527 (, n N� ' d �O;nd° 7A2PMAppealNo.MWASamrajaeatsoo ` P %en ED)N0.9f2D 6� x. Nicholas David Sams and Erica Pearson >ti pa A:._ have petitioned for Special Permits-pursu- ,alp ant to Section 240.94(6)Expansion or a , '• C1rof,rts, S (}rr'� f P O Pra eldsting Nonconforming Use and,as wa• iT;•e. }9 .CAU 244 ) P'- rp n necessary,Section Dovebped n Lot ts4atodlon 17to+' ants,W rue piaptui 10 i w o iltoini F M. ° to de(notls`ti and ftWW tv o oxtstlng''sinple-I. �'v « /��(7 �m�rRj(L` ice. }: tamely realaanital dwuVirros and accessory 6ltutft 6:on a,ablgla:IDL The pr6paejy:t3 .. . anti to l0a,ted lit;265 Saapuli Road,OsWfti(le;MA bUid:�Oo�x 13 oC4 bashtnvncnAssossafsMnpo95as.Paicef. n n (0,. 004,It Is in the Residence F-1 end Resource -�61 z Protection Overlay Zoning Districts, -� �tG'2 t;,.tocate a S5��'t• Y {�ftoadyCjstolVijlO l fA"Oss In v 7A3PM Appeal No.201545 Chick-FRA,br- �iq 6 Chick-Ill-A,Inc.;as lessee,has petitioned Ag50 ParcolOb4nt on c ,S"^.�n,-cVs ruY x c'•• era Special Permit pursuant to Section 240- ;� ,�8d esaurr a Prta ei�!$ n 39(M)or,in the allemeUve,a modification of .. Special Permit Nos 1996-31 and 200H-21. u The proposed projoct a site redevelop. maAtmnstaDpgofihoremindofanexistIng Xhic�C -Inc l as see y�sea Geed pnrklnp lot and the construciiori of a now, �or9'Spe'dal eY1141ft4 ra521g(41-)Square feet restaurant with drive 38 tv�j" i1tn t aU D fiea { through and Installation of new parking Lot landscaping,and utilities.The properties. `Special p vx r are located a1921 lyanrlrwgh Road/Roula p�Pos 132 0 and 104 Enterprise Road Hyannis, a•;sx �., coca✓ r i rp Y Cons tl of Ifta ! g Y MA as shown on Assessor's Map 294 as ti jj� la tl t�o C u 019 O1B iIi HB)Thu Business are in Na r uetU f09 t HlghWaya3wlnoas(HB) 8uslness(B),. : t � N Qa to cl Shopplbl Cont6i Redevelopment Over. escxr�s,..-,+ur r lay D(Ive-fIVOu9h Restaurant Sub Zone - t�,ditit�s'� to tag ur�.lo t' zaf6na 9{stria, rtti' Lila 32 O a""d rpt e� Those public hearings will be held at the Nogg v n f5, A' S Barnstable Town Hail;367 Main Street, ?MO 284�is�� s � � ,. Hyannis,MA,Hearing Room located on the -. QO 'Q, 2nd Floor,Wednesday,November 18,2015.. /p Plans and applications may be reviewed at the Zoning Board of Appeals Office,Growth pau S Management Department,-Town.Offices,. ytx •. .. 200 Main Street. yerWp,MA, - r.ui�„ Brian Florence,Chair 1(ttas {7tl0lic'ka L 9 Zoning Board of Appeals Brrl'St2ble 1OW11 81 The Barnstable Patriot Hyy'anni§ MA,Y�tOaHng�ootri� s T n, -e't October 30 and November 6.2015 - "lttti}�iagr Wadr�f`�lay qN-�e m�g �g�� r IPla 's acid t+�pik�lio�i�rosy. �tho zon1A9$oard;ofAppt�isx: (8cq"�.0� `1•� 1 +°ManagementDe{xSrMne`ht,TgwftOtTkesr*•200; 1 N(afn"S st,Hytlnn�s; Bnan Florence Chah y r a 8 ifity ' t`Th$`Bemat�lbiol' t of.• ••�, _Octobec30 ai��Novetntie`.'?�,v20f5,t�� , I 9 RECEIPT Printed: February 11, 2016 ® 11:15:0 BARNSTABLE LAND COURT REGISTRY JOHN F. MEADE, REGISTER Trans#: 35651 Oper:JAN Doc#: 1288077 Ctl#: 520 Rec:2-11-2016 ® 11:14:59a BARN DOC DESCRIPTION TRANS AMT 1 SAMRA, NICHOLAS DAVID NOTICE County Fee $30.00 30.00 Surcharge CPA $20.00 20.00 State Fee $20.00 20.00 Surcharge Tech $5.00 5.00 Total fees: 75.00 Ctl#:. 521 Reo:2-11-2016 ® 11:14:59a DOC DESCRIPTION TRANS AMT IMPRINT COPY County IAprint Fee 1.00 s , *** Total charges: 76.00 CHECK PM 4966 76.00 � u F`"Er Town of Barnstable xsrwBix. Building Department-200 Main Street $ . �0. Hyannis, MA 02601 A'Fo<Mp�.a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-164 CO Issue Date: 6/12/2018 Parcel ID: 095-004 Zoning Classification: RF-1 Location: 265 SEAPUIT ROAD, OSTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: KENNETH VONA CONST INC Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: Guest Cottage 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition i �oF1"er�� Town of Barnstable os MARNSTABLF. Building Department artment-200 Main Street46 9. �00p Hyannis, MA 02601 '°IEOMP+' Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-165 CO Issue Date: 6/12/2018 Parcel ID: 095-004 Zoning Classification: RF-1 Location: 265 SEAPUIT ROAD, OSTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: Detached Garage with Office above 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A Map 01S_ Parcel ®® q Application #�a I Health Division Date Issued Conservation Division Application Fee( Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board k Historic - OKH _ Preservation/ Hyannis Project Street Address 04 Village os+eKv P o 7-6 Owner !�• /LA- �2�G� S Address S o Telephone — 5 41v FA N� CA z Permit Request �CrGv�'1 i6> ea, $oh"ttitcS Square feet: 1 st floor: existing proposed �4<2nd floor: existing proposed Total new Zoning District — Flood Plain n Groundwater Overlay Project Valuation 7/ Construction Type wl9z�rJl Lot Size Grandfathered: ❑Yes )( No If yes, attach supporting documentation. Dwelling Type: Single Family ff'-_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes DdNo On Old King's Highway: ❑Yes VNo Basement Type: ❑ Full ❑ Crawl ❑Walkout )Other s s $ V Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft)— Number of Baths: Full: existing_ new 40" Half: existing new Number of Bedrooms: existing new. Total Room Count (not including baths): existing new First Floor Room Count / Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric g Other N D'ta,e_ Central Air: ❑Yes 9No Fireplaces: Existing New Existing wood/coal stove: ❑Yes )S�fVo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # RecordedZo� Commercial ❑Yes W No If yes, site plan review# Current Use W�_e e J.e VL`r c.4 Proposed Use (e 0"I A-vL 1 ZE APPLICANT INFORMATION (BUILDER OR HOMEOWNER) v^ M Name g&AA V4tJ,,5MTelephone Number ((,2 ��"f� ft(P* Address License # _CS r4 — p S_ 19$,_ A W Z-IrJ Home Improvement Contractor# Email { _ ®NPh �15i/I/! Worker's Compensation #WCA �2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJ`E�CT WILL BE TAKEN TO a& J --f 62��Ys o? SIGNATURE DATE AW to D/E� FOR OFFICIAL USE ONLY IC APPLICATION # , DATE ISSUED I MAP/ PARCEL NO. ' ADDRESS VILLAGE OWNER .tr DATE OF INSPECTION: FOUNDATION r FRAME ti sr INSULATION Rt FIREPLACE y: r ELECTRICAL: ROUGH FINAL f f K- PLUMBING: ROUGH FINAL . . GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT !, ASSOCIATION PLAN NO. ; rye c The Comprolriveah*of-Massachusetts Deparhna zt of lrnd=&ia!Accidents Office of imxestigations 600 Washington,S`treet Boston,CIA 02111 mvzumas&goo/dint Workers' Camipensat en Insurance Affidavit:Baders/ContraciursMectriccians/Plumbers Applicant Infmrmatian (Please Frint ibI TT�J, ,, Name(BttsiQe ganizationJFhdivi3nal �W Z� tl(V) of �� a✓'t 0 �T T/`-'L (' Address CitgfStatel ip:W��`�'�h lh" 0�t{� Phase :3- &T © — S S- ( I Are you an employer?Check the appropriate ba= Type of project(required): I.9"I am a employer u ith �::Uo 4 ❑I am a general contractor and I d- New oonsfructicn employees(fun andfor part-time).* have hiredthe subcontractors 2.❑ I am a sole prgpsietor or partner- listed on the attached sheet 7- ❑Remodeling ship and have no employees. These sub-contractors have g_ El Demolition wodrug forme in any capacity. employees and have workers- 9. ❑Building addition [NO fig,' comp-insurance comp-msurauoe`1 req3fred_] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeommer doing all work officers have exercised tbair 1 L❑Plumbing repairs or additions my [No workers'oomp- right of exemption per MGL 12.❑Roof repaim insurance recUired.,]F c.152,§1(4h and we have no employees.[No 13.0 Other comp-insurance required.) •Airy applk that chedcs boa#1 once also fill cot the sectionbelow shaving their waders campensati n pa&y infa=;Frd= Hamevmnerswho submit fts.af5dnif in&cxtmg they Rmdoing shwa t sadthenbite outsidecvatmctmsninst sobmit anew affidavit in�t'�sarJL Zcdnttactoas ffist cbeck tWs box in=attached sn additiansl sheet gloving the nmpe of the sob-cantmcto-a said state whether ar not tlwse eviities ham employees.Ifthesvbtaatmctns have emplayee%theynnutpmvide their warkeo'comp.policy nizinber. lam an ezrtployer float is providing workers'compensation insurance for my'entploy�ees Below is the policy and jab rite infornzatiDn. /�' D l� IAIIS �'Ce- Insurance Company Name: ' ,IN L L 'Poliicy g or Self-ins.Lic.4 w Z/ I & 4`C(P —(O Expiration Date: r Job Site Address_ uP S'�L/JL,r T KCJ CityfStawzt p: /f Attach a copy of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL r-152 can lead to the imposition of criminal penalties of a fine up to$1,50D 00 and for one-year imprisons as wen as civil peualties.in the fazm of a STOP WORK ORDER and a fine of up to$250-00 a day againd the violator_ Be advised that a copy of this statement may.be Exwarded to the Office of Irtvestsgations of the DIA for insurance coverage ymd ffication. Ida hereby csrlifj ' syrtd aloes ofprduj y'thatthe infotwzadmi-pr mitt abov is trace and correct Sionature: Date- Phone lk OfficiaL arcs only. Do not trite in this area,to be completed by tatp artotvn officiaL City or Town: PermitUcense S Issuing Anithority(c rde one): L Board of Health 2.Building Department 3.QtylTown Clerk 4.Electrical Inspector S.Plumbing inspector 6.Other Contact Person: Phone#: formation and Ins actions lfi,ssa=h=etts Geheraal Laws chapter 152 requires all employers to provide wo35eas'compensation for thtlr employees. PMM=ttD this sbftite.an emp&54=is defined as-"_.every person m the service of another under airy contract of hire, express or impliDCL oral or wriftezi" An w7k7 yer is &f ed as`pan inchvidnaI,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint use,andincloding the legal m rmentaiivm of a deceased employer,or the receiver or t mstee of an individual,pa taership,association or other Iegal entity,employing employees. However the owner of a dwcning house having not more than tb=apartments and who resides therein,or the occupant of thm - dwPTTmg house of another who employs peewee tD do maintenance.Cons rujcfi-on or repair wDIk on such dwelling house or on the grounds or bmkimg apptrrtenaritthereto sbaIlnntbecanse of such employme the deemed in be an employer." MGL chapter 152,§25C(17 also that"every state or local RcenZ g agency shall witbhald$ie issuance or renewal of a license or permit to operate a business or to construct bmTdkgs k the commonwealth for arrp applicant who has not produced acceptable evidence of compliance with the iasurancn coverage required_" Addition-fly,MGL cbapter 152,§25CM stains"Neither the commonwealth nor any ofits political subdivisions shall enter into any contract for the p erfunnauce ofp6hr,work until acceptable evidence of compliaince with the insurance." re gnirenieats of this chaptPa have been presented to the contacting authoi;i f APplica is , Please fH c-ut the womkeas'compensation affidavit roinpletelL by ch=king the boxes that apply to your siination and,if necessary,supply sub-contractors)na ne(s), addresses)and Phone numbers) along with their certJfcee.(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or parineas,are not reqLm ed to carry workers' compensation instance. If an LLC or LLP does have employees,a policy is regnimed. B e advised that this a$dayit maybe subm;tb�:d to the Department of Industrial Accidents for conformation of ins rranop coverage. Also be sore to siga and dale the of davit The affidavit should be retmmed to the city or town brat the application for the permit or license is being requested,not the Department of Industrial Acd&mts. Shouldyou have any questions regarding the law or if'you are required to obtain a wormers' compensation policy,please call the Depatner¢at the number listed below. Self-insured companies should enter their s elf-insurance license number on thne appropriate line. City or Town Officials i t - Please be sure that the affidavit is completes and priated legibly. The Department has provided a space at thie bottom of the affidavit for you to fiIl mit in the event the Office of Inver g ons has to co act you regarding the applicant Please be sure to fill in the penni tJlicease member which will be used as a referemce umber. In addition,an applicant that must submit multiple peanihlIicense applications in any given year,need only submit one affidavit indicating current policy infornsation(if necessary)and under`Job Site Address"the applicant should write"ail locations in (may or town)."A copy of the affidavit that has been officially stamped or marred by the city or mown may be provided to the applicant as proofthat a valid affidavit is on file for furore permits or licenses A new affidavitmust be fM d oiit each year.Where a home owner or citizen is obtaining a license or pemit not related to any business or commercial T=bze (ie. a dog license or permit to buts leaves etc.)said person is NOT reqaired to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Departnimf's address,telephone and fax rrmmber: -T e CnnMMMWe&ja of Massachmeng Delta iment of 1adui�tziak Accidents Uffice 600 wawnzma Tf,-L if 617 727-4900 eat 406 or I-&77-MA&S FF Fax 9 617 727 7749 xevised4-24-07 mazgp7ldia AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec,gust).................................................................. ..........................................I......110 mph — WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories _ RoofPitch ..........................................................................(Fig 2) ........................................... 5 12:12 MeanRoof Height ..............................................................(Fig 2)................................................. ft 5 33' BuildingWidth,W...............................................................(Fig 3)................................................_ft 5 80' BuildingLength,L ..............................................................(Fig 3)...................................... ....._ft 5 80' — Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. 5 3:1 Nominal Height of Tallest OpeningZ ...................................(Fig 4)................................................ 5 6'8- — 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete:.............................................................................................................................. _ ConcreteMasonry.................................................................... ...........................................................:.... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)............................................... in. Bolt Spacing from endfjoint of plate ............................(Fig 5)...................................., in.5 6"—12" — Bolt Embedment—concrete.........................................(Fig 5)................................................. in.a 7" — Bolt Embedment—masonry.......:.................................(Rg 5)............................................ in.t 15" — PlateWasher...............................................................(Rg 5)...............................................a 3-x 3"x W — 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... _ Maximum Floor Opening Dimension...................................(Fig 6)............................ ft 5 12'or U2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...................................... Maximum Maximum Floor Joist Setbacks — Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft s d Maximum Cantilevered Floor Joists — -- Supporting Loadbearing Wails or Shearwall................(Fig 8)....................................................—ft 5 d FloorBracing at Endwails...................................................(Fig 9)......................................:............... _ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... _ Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... in. _ Floor Sheathing Fastening..................................................(Table 2).._d nails at—In edge/_in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................._ft 5 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... It 5 20' _— Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.5 24"o.c. _ WallStory Offsets ...............:.........I..............................(Figs 7&8)............................................ ft s d 42 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x_-_ft—in. Non-Loadbearing walls................................................(Table 5)...................... — _ .....2x_ ft m. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)..............................................................:... _ WSP Attic Floor Length................................................(Fig 11)............................................._ft zW/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft a 0.9W _ 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)......................................... Double Top Plate — Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails)..............(Table 6)........................ ................................ 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1.)t Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..._.........(Table 7)........................................................ Non-Loadbearing Wall Connections — Lateral(no.of endnaffed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest.opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._ft_in.s 11. _ SillPlate Spans ........................................................(Table 9).................................._ft_in.511' _ Full Height Studs (no.of studs).........:.........................(Table 9)............................................ _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(fable 9).................................. ft_In.s 12' SillPlate Spans...........................................................(Table 9)......................................................... ft in.5 12' ....................... — Full Height Studs(no.of studs)....................................(Table 9)................ _ — ................. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... Sheathing Type..............................................(note 4).......................... Edge Nall Spacing.........................................(Table 10 or note 4 if less)........................—in. _ Field Nall Spacing..........................................(Table 10)................................................. in. _ Shear Connection(no.of 16d common nails)(Table 10)....................................... _ % _ PercentFull-Height Sheathing.......................(Table 10).................................................... — 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............_......... Maximum Building Dimension,L Nominal Height of Tallest Opening2........................................................................._5 618" _ SheathingType..............................................(note 4)...................................................... _ Edge Nall Spacing.........................................(Table 11 or note 4 If less)........................—in. _ Feld Nail Spacing..........................................(fable 11)................................................. In. _ Shear Connection(no.of 16d common nails)(Table 11)........................................................ _ Percent Full-Height Sheathing.......................(fable 11).................................................... /a—° Wall Cladding — 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... - Ratedfor Wind Speed?.....................:........................................ ..................... ........................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ...................................................(Figure 19).............. ft 5 smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 12)............................................U= •plf Lateral.............................................(Table 12).............................................L=_plf — Shear...............................................(fable 12).............................................S= plf _ Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..............................T=_plf _ Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. _ Lateral(no.of 16d common nails)...(Table 14)................................k......L= lb. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Notes: _............ _ Roof Sheathing Thickness..............................................................:.......................... in.a 7/16'WSP _ Roof Sheathing Fastening...........................................(Table 2)................................ ..... ..... _ — 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist Is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in,nominal thickness,pressure treated#2-grade. i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' { 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. ni. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR'5301.2.1.1)' -w tv THIS EDGE FUM ON PRAMIW UM ad NAU AT 6*ojm t1 t1 11 t f t u la 1 jt j� 1 11 1► lI 11 11 � N H t ,[ 11 1► � i • ;1 K _O ►Y 1'� 1 ' m li I O H I d 11 I b I t7 1/ n i 2 IM s 1 d U u IY 1 14 it 11 ii 1 11 t fl ft 1 11 11 1} 4OU8W90GIE ------ �� MA LSPACWG p� i .. V See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A6 ®® CERTIFICATE OF LIABILITY INSURANCE D /DD/YYYY) 7/6/26/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Construction NAME: Eastern Insurance Group LLC PHONE (800)333-7234 FAx A/C No 233 West Central St E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INsuRER A:Union Insurance Co INSURED INSURER B Acadla Insurance Company 31325 Kenneth Vona Construction Inc INSURER C:LibertV International Und 11 FOX Road. INSURER D: INSURER E Waltham MA 02451 INSURERF: COVERAGES CERTIFICATE NUMBEROASTER 2015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEimim POLICY NUMBER MM/LDDY� MM/DD� LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE O N ED PREMISES Ea occurrence $ 300,000 A CLAIMS MADE OCCUR PA0296259-18 /1/2015 /1/2016 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X JECPRO LOC I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ AUTOALL S OWNED X AUTOS 0300197-16 /1/2015 /1/2016 BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ Medical payments $ X UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 20,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 20,000,000 DED X RETENTION$ 10,00C 00005374005 /1/2015 /1/2016 $ B WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NANY X OFFICER/MEIMBER EXCLUDED?ECUTIVE a N/A E.L.EACH ACCIDENT $ 11000,000 (Mandatory In NH) CA5216446-10 /1/2015 /1/2016 If E.L.DISEASE-EA EMPLOYE $ 1,000,000 yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schad RE: EVIDENCE OF INSURANCE ule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN FOR INFORMATIONAL PURPOSES ONLY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Koegel/PMA ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn25 mmnn5t nt Tho Ar opn nomo onel Innn oro roniefororl marlrc of Ar:f1Rr1 e, • ued?aIg . . . a . f 2oo�ams� �02�1 • sos� s . . ' - me sos. o Pra e.. • p may'C3wnerMust oYnplei�e andS�7ILb Section Aut as Qwntraf thebjert • im aR =Ltim to VO,rka b,o d bpi bm f . �� as •t1 CD ' _ {Ad�rrss of job) •oaf *Pool fences 2nd are theses OnSi'b O# a P . . Pools . are spot to be f IIed or aPPliam P before fence is installed and 2llfmal • . ' ' ns are pedfouned and acceVaL ' • . . VT.f•.. �: . : . . KX � , - AfI e 1✓� �'Il � �• �� ¢. CNN€; Uo►• f , -::: �e cpmnurnnrcruecill�a�G��/lavaac�irae/(�i Office.of Consumer Affairs&Business Regulation License or registration.valid for individul use only 4 ,HOME IMPROVEMENT CONTRACTOR. -before the expiration date. If found return to: egistratlon: .116519 Type: Office of Consumer Affairs and Business Regulation xpiration �6/2 /2 201.E Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 KENNETH VONA CONST-INCt ` wav KENNETH VONA k � 11 FOX RD. WALTHAM,MA 02451 Undersecretary Not valid without signature OFMassachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-057385 Construction Supervisor &-2 Family j�,f 13 9 KENNETH B VONA 11 FOX ROAD WALTHAM MA 0,24531i y Expiration: Commissioner 07/19/.2017 Construction Supervisor 1&2 Family Restricted to: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit:wwW.MASS.GOV/DPS r Project Name: C- b--rgdl(- - Address: �0 Permit#• _- Permit Date: "I �P M/P:_ �S=-D� LARGE ROLLED PLANS ARE IN: BOX: J_29 SLOT: Date entered in MAPS program on: 4�- Pros' wed U i I_ AUk ect Name. _ Q -1 ___-- In Z� Address' JM.Pjt' ]' � ---------- Permit#: ---- Permit Date: "� I ---------------------- M/P:-_--"5 LARGE ROLLED PLANS ARE IN: BOX: (__bl SLOT: Date entered in MAPS program on: By: 1 Project Name:-P- Q-b-=1��_=-U_bail. (A Address:__ _ �i Permit#: -------------------------- Permit Date: I� i � (v ---------------------- M/P: — LARGE ROLLED PLANS ARE-IN:- BOX: SLOT: Ca _ Date entered in MAPS program on: 4� I Y•----------------- - 1 ' h 1 f ationalgrid 'January 15, 2016 "Sam Bodell 265 Seapuit Rd. Osterville, MA 02655 i To Whom It May Concern: RE: 265 Seapuit Rd. Osterville, MA 02655 This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7434 should there be any further questions. Sincerely, Bill Ciocca Gas Sales Support Representative. Cape Cod. 1 , JAN/20/2016/WED 08: 02 AM COMM Water Dept FAX No, 5084283508 P, 002 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-11.38 M.A.1.N STREET OSTERVILLE,MASSACHUSETTS 02655 www.coinmwater.com � OFF crs OF w BOARD OF WAIEK COMIvIISS10NERS WATER DE � a/ATER SUFERINTINrENDBNT -�',_�D TEL.No.508428-6691 FAX No,508-428-3508 January 19,2016 r} Barnstable,Town of Building Department 200 Main Street <o Hyannis, MA 02601 C--) Re: Account#428 Samara,Nicholas D. &Erica Pearson , 2.65 Seapuit Road Osterville,MA To Whom It May Concern: On Friday, January 15, 2016 the water was turned off, the water meter pulled and the water service was disconnected at the curb stop for the account mentioned above. It is our understanding that the owner plans to demolish the house and will install a new water service at a later date. If you have any questions,please call our office at 508-428-6691. V truly yo s, Glenn Snell Assistant Superintendent GS/jw I9PM NSTAR-SUMSW3 one NSTARWeY I ( alo V n r E Westwood.MA 02090 AM ENL.RGY l . FEB 2016 ebruary 1, 2016 "'Nicholas D Samra (38 W Clay Street San Francisco, CA 94121 RE; 265 Seapuit Rd., Osterville MA z Dear Owner: j At Eversource Energy, we're committed to delivering great service. This letter serves as confirmation that, as of 01/29/16, the electric service to 265 Seapuit Rd,, Osterville MA has been removed. ' Based on this information, there is no electric power at this address and you may i, pro ceed with the demolition. if you have any questions, please contact me at (888) 633-3797. Sincerely, Mrs. M. FeQney New Customer Connects r �p4EMENT� Ar Z 1ARii81'ABI&, i o�SF ft. !d �� Town of Barnsta6leUs9ARN�PO Growth Management Department Barnstable Historical Commission _F'R!'I. TLAF E jPj C1 ERK www.town.bamstable.ma.us/histoicalcommiission L• 1'- c L5 1: 4 COMMISSION MEMBERS: Jo Anne Miller Buntich, Director Laurie Young,Chair Marylou Fair,Administrative Assistant Nancy Clark,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker Len Gobeil Ted Wurzburg Paul Arnold,Alternate DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Sarah A. Turano-Flores, Esquire, representing owners Nicholas David Samra and Erica Pearson Subject Property: 265 Seapuit Road, Osterville Assessor's Map/Parcel: 095/004 Hearing Date: January 20, 2015 Pursuant to the Barnstable Historical Commission Chair's determination on December 22, 2014, a duly advertised and noticed public hearing was held on January 20, 2015 too determine whether the significant . buildings identified as a single family dwelling and a guest house on this property are preferably preserved and whether demolition delay would be imposed for the demolition of these two structures on the parcel addressed as 265 Seapuit Road, Osterville. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that in accordance with Chapter 112-F the demolition of the single family dwelling and guest house are not preferably preserved significant buildings. 'The single family dwelling and guest house_ to be demolished are identified in sketch plans submitted by Coastal Engineering Company, Inc. dated December 22, 2014 and are attached to this decision. . In accordance with Chapter 112-3 F, the Commission determined by a unanimous vote that the demolition of the single family dwelling and guest house would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. L_a4.w R, Yaw,,g February 05, 2015 Laurie Young, Chair Date 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 20141 DEC's MOW c'A— f'_ K - i„- ►�t�L�106�!C'ti Q�R Town of Barnstable Growth ManageMent Departure "— Barnstable Historical Commission vmw.ta�r,.bar,►stable.ma.usfilstoricalpommission NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application . 1 Z`1 �`/ MFull Demotion Partial Demolition Building Address: 265 Seapuit Road 1. Number street Osterville Assessor's M I# 95 Assessors Parcel# 4 VWape ZIP Property Owner. Nicholas David Samra and Erica Pearson (415) 699-9300 Name Phonef 38. %est Clay Street Property Owner Mailing Address(1(different than building address), ca., Pram._ -sr-n� rA.. -24.1-2.1. Property,Owner e-malladdress: elpsemail@vahoo.com Sarah A. Turano-Flores, Esq. Contractor/Agent Nutter, McClennen & Fish LLP 1471 Iyannough Road, P.O. Box 1630 Contractor/Agent Mailing Address: Hya"Ais, MA_076.01 I -Contractor/Agent Contact Name and Phone#: Sarah.A. T urano—Rlores (50R) 7q(1-5477.. Name ( Phone 0 Contractor/Agent Contact e-mail address: sturano—flores@nutter.com Detail of Demolition Proposed:_ The applicants propose the removal of the twn historic dwellings on this property, both of wtiich were constructed in 1920. I The. structure isn�"t located within any hiss o ic- distri.ctc_Ti- is not listed, either individually or as contributing in the National Register of . - Historic Places There is no Barnstable Historical Commission Tnventory; for the buildings Type of New Construction Proposed: The nwnerc are in the nrel i mi"az-dtasiGJlriE a ai nrj1 a f_ami l vrrpc;riential dwelling aAd i—^s111®s��Aase. Provide.information below to assist the Commission in making the required determination fegarding-the-status,0144 Building:in accordance with—Article 1.§I V Year bullt both constructed in 1920 Additions Year Built. Is the Building listed on the National Register of Historic Places or is the buildil g located in a National Register District? No :5 Yes Q Property Owner/Agent Signatl e May.2014 I I Town of Barnstable Geographic Information System December 22,2014 096019 096019 083 0132 359# i 359 096006 066010 0333 A0 iS40 i i " '.►.,� ��' 093020 MSWW3. 051 V 296.. 095007001 09S004 006021 $265 096 $204 8294 r - :066007002 ` . 0276 aK005002 ✓_ ii 269 . i0 :i 095002 005013002 $0 to 0205 096014001 /236 952041 all 005001 i 253 09MI S $251 as 7 0 111 Fe et t � DISCLAIMERS:This map is tar ptar"purposes only. a is not adequate for le" Map:095 Parcel:004 Zoning Board of Appeals(ZBA) a boundary wwe mkotion or rapuiatory inlarpreation. Erurpertww beyond a scow of Selected Parcel 1-=1 W may not mast established map acaracy stwxWd1L TM parovi Iras on ads nap Abutter List Type-Parties of Interest are those direly opposite subject M on w only graphic rafrnssnladorr of Asssssofs tax parcow They w not tnn property any publicor private street or way and abutters to abutters. Notification of all Abutters YYg'E boundaries and do not rnprasrn sauna rewfonships to physical leaarw on Ow map properties within 300 feet ring of the subject lot. such as bUMV Iocawbru. Buffer I Fir .. "��•`•..... _ � C C 5 K C C 'F if . "',..",..� .• �\`- 'tom'* `� � ' •` .�.� �Q� r fir q r< 1 , 1 "g. 1 4 ,^� r �s� rya B e "��`• � �. =��./ '• �� r�• ' t �' ,tit � ,• i a ryt %A P `. ♦ �q Z at L7O-1 Irq li • .�iw�E��: � � \T Drn \ \r k �.S 860 '' �r r"'^� _� •I S Ii �� \ �J , Y.auv rn NZOO— • ' 'P" - �� .. � ., '� coil�Z O� 'I'•' ��• ,. _ - _ ^ ' \ N,� � i a i pp + Ga ;3;3 abR sFY I p gsq . PC CE � a rYaa� P y NICHOLAS DAM SAMRA €!■ h � Yl�MIlIIO.D W]rf1'�lICfR141DVB1E1 M.a �;�y� & y L SKETCH PLAN SHOWING $ n. EXISTING BUILDINGS TO BE DEMOLISHED I I t ,�' .� -t :��"''��-.•�v,.�''=,.-. -• � s _,�—r"� aim w 1r�i� 1, .lam _ .�'.t r Y-ni-�=a• �-.... - n�� -�?l'�' � -.�--^ ^fy�� • 'ter Ll40 r ■ All M' d•')�/ 1� I ~r � rl 1- ' 1 r` �A r `�CI' jI' ,S� 'era -'• �� . '• I J•. 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This letter serves as confirmation that, as of 01/29/16, the electric service to 265 Seapuit Rd,, Osterville MA has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. if you have any questions, please contact me at (888) 633-3797. Sincerely, Mrs. M. Feeney New Customer Connects Centerville-Osterville-Marstons lulls Water Department P.O.BOX 369-1138 MAIN STREET i OSTERVILLE,MASSACHUSETTS 02655 J�vE 0. www.cominwattr.com a�$' OFFICE OF Y BOARD OF WATER COMMISSIONERS WATER WATER SUPERINTENDENT KEPT TEL.No.508-428-6691 ASTONS FAX.No.508-428-3508 January 19, 2016 I Barnstable,Town of Building Department 200 Main Street Hyannis, MA 02601 Re: Account#428 Samara,Nicholas D. &Erica Pearson 265 Seapuit Road Osterville, MA To Whom It May Concern: On Friday, January 15, 2016 the water was turned off, the water meter pulled and the water service Was disconnected at the curb stop for the account mentioned above. .It is our understanding that the owner plans to demolish'the house and.Will install a new water service at a later date. If you have any questions, please call our office at 508-428-6691. Very truly yours; .Glenn Snell Assistant Superintendent GS/jw I i nationalg rid January 15, 2016 Sam Bodell 265 Seapuit Rd. Osterville, MA 02655 To Whom It May Concern: RE: 265 Seapuit Rd. Osterville, MA 02655 This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7434 should there be any further questions. . c Sincerely, Bill Ciocca Gas Sales Support Representative. Cape Cod. 1 r tS The Cbrririroriiu,gath:o,�`M'assqchuset Depaa•ttnent:o,f`pub: >tc Safety 52? CMR 4.OQ n Porrr� 1 . r Appyicai:.ibn=Yor.Pertriit; 1F'ermit tied Crificate of.Completion.�or-thetallation or Alteratieri of Ftit;eT 031 B: men't arid fhe Stoirage'3� 'ie1:0i1 Ce>aterville; :stervill Marstgns 11aIi1L� l�. ..r. (Clh'or Town) (Date)'; 0192:0 .. `ram 17emiit.#'s• FD b Elec. FDID #: Fee'Paidi`: . • — --. ..Owner/Occupant Name: Tel.#.c0 a .. .: NICHOLAS SAMRA : . :4'• :' ::. :,.:,; { Installation Address: . 265 SEAPUIT ROAD rviced Floor-or ull. # -Heating Unit O Domestic. Water Heater 0 PoWer Vent C1 v ule"r ' Buriier: UM* CI Existing p Location: ::Trade Name: Mfg: pe;. Model# or Size: Nvzle'Size: AFU61'Dil O.Kerosene ❑Waste Oil :Storage.Tank: O New U Existing• Location: .Type: Capacity: gallons :.No. of Tanks: Spec161--requirements.(or additional°safety devices) -J\A 0- AS 1, 'OSV Valve❑Oil Line Protected p Sheet Rock ❑Sprinkler AFUE: ❑yes❑no EF:Elyes Q--no . (Furnace and B00 ers) (Water.heafer-) Co. Name'` u W� Tel.# 17 S ,��✓ Address: !" �,A) r 4'V City.,. GS� Zip: Completion Date: Combustion Test: Gross Stack Temp... Net Stack.Texnp:- -CO2 Teat Breech Draft: Smoke: bverfire Draft: Mficiency Rat!Ad�.%: I, the underi4ned ctrtIV that the instaIation of fuel burning equipment has been made in.aecordancee with XG,:L: e. 148'and 627 CMR.4:00''curre'ntly in eifect.' Furthermore,this Installation has been tested-in-accordance with. :. .such requirements,ls.haw in proper operating condltion and complete instructions as.to its use:and hiainteriante have been furnl.ghed to the-petson':forwhom the installation(or.alteration)was.made. .Installer: 24 `7 j Print Name Cert of Comp. # Signature(no sta-h."- .Address: :. � City's Once signe the'tare ent, is ir3 a PEi21ViIT for the storage and use•'of oil urn g equipment. .Approved by: Date: � REFER.To CHECKLISTON MVEME SIDE prim Distribution:White:Fire Dept..(Application) Yellow:Installation"(PerrnitiTo-Storo) Pink: Ir shallery��e[mltTo l`n'stall) ThIe tarM q. pr0W'by ft Stal*Me Marshal and,provided courtesy,ot thb.Mass.01 His council. Forth design in NCR by Cotut and COMM gre'Depls: July 1,1M PERMIT.EXPIRES 60 DAYS AFTER ISSUE DATE. A. _ Gene':rated by REScheck-Web Software Compliance Certificate Project Samra Residence- Main House r Energy Code: 2012 IECC 9ry Location: Barnstable, Massachusetts Construction Type: Single-family ' Project Type: New Construction - M Ai 0 -}40J 5!: Conditioned Floor Area: 8,844 ft2 Glazing Area 23% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 265 Seapuit Road David Samra Thomas Catalano Barnstable, Massachusetts 02655 Catalano Architects, Inc. 115 Broad Street, Floor 2 Boston, Massachusetts 02110 617-338-7447 inquiry@catalanoinc.com Compliance: Passes using LIA trade-off Compliance: 5.7%Better Than Code Maximum UA: 1549 Your UA: 1461 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter First Floor- MH:All-Wood Joist/Truss Over Uncond. Space 2,665 30.0 0.0 0.033 88 Second Floor-MH: All-Wood Joist/Truss Over Outside Air 784 30.0 0.0 0.033 26 Floor-PC Basement: Unheated Slab-On-Grade 118 10.0 0.684 81 Insulation depth: 4.0' Floor-PC First: Unheated Slab-On-Grade 66 10.0 0.684 45 Insulation depth: 4.0' Basement-PC: Solid Concrete or Masonry 517 0.0 10.0 0.054 28 Wall height: 8.2' Depth below grade: 8.2' Insulation depth: 8.2' Wall- PC North: Wood Frame, 16in. o.c. 650 20.0 0.0 0.059 34 Window: Wood Frame, 2 Pane w/Low-E 43 0.320 14 Door: Solid 25 0.320 8 Wall-PC West: Wood Frame, 16in. o.c. 206 20.0 0.0 0.059 9 Window: Wood Frame, 2 Pane w/Low-E 30 0.320 10 Door: Glass 23 0.320 7 Wall-PC South: Wood Frame, 16in.D.C. 355 20.0 0.0 0.059 12 Window: Wood Frame, 2 Pane w/Low-E 156 0.320 50 Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Pagel of 9 Gross Area Cavity Cont. Perimeter Wall-PC East:Wood Frame, 16in. o.c. 265 20.0 0.0 0.059 10 Window: Wood Frame, 2 Pane w/Low-E 30 0.320 10 Door: Glass 71 0.320 23 Wall- MH North: Wood Frame, 16in.o.c. 3,104 20.0 10.0 0.036 89 Window: Wood Frame, 2 Pane w/Low-E 383 0.320 123 Door: Glass 255 0.320 82 Wall-MH West: Wood Frame, 16in.o.c. 805 20.0 10.0 0.036 26 Window: Wood Frame, 2 Pane w/Low-E 57 0.320 18 Door: Glass 22 0.320 7 Wall- MH South: Wood Frame, 16in. o.c. 3,126 0.0 10.0 0.069 157 Window: Wood Frame, 2 Pane w/Low-E 348 0.320 111 Door: Glass 509 0.320 163 Wall-MH East: Wood Frame, 16in.o.c. 977 20.0 10.0 0.036 27 Window: Wood Frame, 2 Pane w/Low-E 118 0.320 38 Door: Glass 110 0.320 35 Ceiling-Stair Tower: Flat or Scissor Truss 109 49.0 0.0 0.026 3 Ceiling- Roof Deck: Flat or Scissor Truss 284 49.0 0.0 0.026 7 Ceiling-MH: Cathedral 4,584 49.0 0.0 0.022 101 Ceiling-PC: Cathedral 877 49.0 0.0 0.022 19 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 2 of 9 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PRl]1 ;energy code compliance for the ;building envelope. ❑Not Observable ❑Not Applicable 103.1, ;Construction drawings and ❑Complies 103.2, 'documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; ;Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC iCommercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA p� Manual J or other methods Cooling: Cooling: ;❑Not Observable approved by the code official. Btu/hr Btu/hr :❑Not Applicable ; ; Additional Comments/Assumptions: 1 High Impact(Tier 1) . 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 lSlab edge insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies table for values. (FO1]1 ;❑ Unheated ;❑ ;Unheated ,❑Does Not i ❑ Heated ❑ Heated :❑Not Observable ' ❑Not Applicable 303.2, ;Slab edge insulation installed per ❑Complies ; 402.2.9 manufacturer's instructions. ❑Does Not [FO2]1 ❑Not Observable ❑Not Applicable 402.1.1 ;Slab edge insulation ; ft ; ft ;❑Complies ;See the Envelope Assemblies [FO3]1 'depth/length. :❑Does Not ;table for values. ;❑Not Observable ❑Not Applicable 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 :insulation R-value.Where interior' ' '❑Does Not ;table for values. I insulation is used, verification R- R ;may need to occur during j :❑Not Observable I Insulation Inspection. Not ' ; ;❑Not Applicable ; :required in warm-humid locations' in Climate Zone 3. ' 303.2 ;Conditioned basement wall ❑Complies ; [FO5]1 :insulation installed per ❑Does Not 0 :manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.8 ;Conditioned basement wall ft ; ft ;❑Complies ;See the Envelope Assemblies [FO6]1 !insulation depth of burial or ' ' :❑Does Not ;table for values. !distance from to of wall. (� p ; ;❑Not Observable :[:]Not Applicable 303.2.1 A protective covering is installed ❑Complies ; [FO11]2 to protect exposed exterior ❑Does Not U insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies ; [FO12]2 controls installed. ❑Does Not V ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 4 of 9 I Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, !Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I :❑Does Not ;table for values. [FR1]1 ;❑Not Observable ; 9 j ;❑Not Applicable 402.1.1, ;GlazingU-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, .average). :[:]Does Not ;table for values. 402.3.3, 402.3.6, ; ❑Not Observable 402.5 ;❑Not Applicable [FR2]1 O ; 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or ❑Not Observable ,taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not Q :AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC!or Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies ; [FR12]1 :insulated to >_R-8.All other ducts I _ :❑Does Not in unconditioned spaces or R R ;outside the building envelope are ; ; ,❑Not Observable , i insulated to >_R-6. ; ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 :air handlers, and filter boxes are ❑Does Not O ;sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not U ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids :❑Does Not J below 55 4F are insulated to >_R- 3 ;❑Not Observable ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]2 >R-3. :❑Does Not J ;❑Not Observable j❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 5 of 9 I section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not v intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 6 of 9 i Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions " & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not v provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ; ❑ Steel ❑ Steel O � ,❑Not Observable ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 "manufacturer's instructions, and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor. ❑Not Observable []Not Applicable 402.1.1, ;Wall insulation R value. If this is a: R- ; R ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior, the exterior insulation :❑ Mass ❑ Mass ;❑Not Observable ; 0 requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [FI1]1 ; ; ; ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the j ;❑Does Not ;adjacent assembly. 0 ;❑Not Observable j ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 ;ach in Climate Zones 1-2, and :❑Does Not :<=3 ach in Climate Zones 3-8. O ;❑Not Observable ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 QDoes Not <=3 cfm/100 ft2 without air ® ;handler @ 25 Pa. For rough-in ; ; :❑Not Observable :tests, verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies ; (F124]1 ;by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [F19]2 installed on forced air furnaces. ❑Does Not U ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not U ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies (F[11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies (F112]3 heaters for swimming pools or ❑Does Not v permanent in-ground spas. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.9.2 Timer switches on heaters and ❑Complies [F119]3 pumps serving pools and ❑Does Not J permanent spas. ❑Not Observable ❑Not Applicable 403.9.3 Heated pools and permanent ❑Complies [F120]3 spas have a vapor retardant ❑Does Not cover. ❑Not Observable ❑Not Applicable 404.1 j 75%of lamps in permanent ❑Complies [F16]1 fixtures or 75%of permanent ❑Does Not 0 ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage I lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not , ❑Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not 0 ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Samra Residence- Main House Report date: 12/22/15 Data filename: Page 9 of 9 2012 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 30.00 Below-Grade Wall 10.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Final Construction Control Document 4 To be submitted at completion of construction by a rCIII) Registered Design Professional a o for work per the 8`t' edition of the t" Massachusetts State Building Code, 780 CMR, Section 107 g_16-167 a B-16-164 r� Project Title: Samra Residence Date: 8/14/2017 permit No.g-16-165, m Property Address: 265 Seapuit Road, Barnstable, MA 02655 Project: Check one or both as applicable: XNew construction ❑ Existing Construction Project description: Permit#13-16-167 New Construction-Rebuild after Teardown. Rebuilt main house with pool house attached. Permit#B-16-164 Addition/Alteration. New guest cottage building. Permit#B-16-165 Addition/Alteration. Construct new garage building detached from home with office and rec room I Nat Oppenheimer MA Registration Number: 45813 Expiration date: 6/30/2018 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of i re onsibility regarding the provisions of 780 CMR 107. �P F M s Enter in the space to the right a"wet"or 4E.�� NIEuq°tip electronic signature and seal: NHEIMER UCTURAL co .48813 Phone number: 212-620-7970 1(aahtAL Email: oppenheimer@silman.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 1 1 2013 I ISilman hM TRANSMITTAL Date: 8/14/2017 Project name: Samra Residence To: Garrett Avery Silman project#:16917 Catalano Architects From: Ben Rosenberg 115 Broad Street,FI 2 cc: Structural Boston,MA 02110 Engineers ph:617.338.7447,127 32 Old Slip,loth Floor New York,NY 10005 212 620 7970 silman.com Document Type: ❑Prints ❑Shop Drawings ®Other Delivery Method: ®Overnight ❑Messenger ❑Mail Copies Drawing Title 1 Construction Affidavit SIGNED DATE NEW YORK WASHINGTON DC BOSTON x� g Legend i i� s: ► 10r v X Spot D8)ermed ate Contours NAV D 8 Index Contours(NAVD88) Parcels Town Boundary ,c ` Railroad.Tracks �zrr t� 1 E 5 X 1 1 3' r . Buildings �� I Painted Lines I #29 `y Orr � ,,: :•'L.-- �+ t h � �� 3'1 09 � � L ��,, ,,. ��1 Parking Lots ®Paved C '?(t �� i , Unpaved Driveways ® Paved ' r;Unpaved Roads 0 Paved Road t Unpaved Road t1 � �f i° fit! '_ ` ?_� 4 ` i f .—� �1 t alp ge Paved:- - ��PavedMedian � ' OOL, f Streams #�? :: Marsh kL 1: E)Water Bodies { : 4: ' ass , —% OWNS { _ tt } Y _: - ;.ASV '.. .; : +1$::i.;_�?• :i.." "., .! . v- r,.., F a p (7 1 IN r n . . sJv �a'7u r #253 l ter, 4 x Map printed on: 9/1/2017 This map is for,illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Bainstable'GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main street,Hyannis,MA 026oi O 167 333 anon-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508=862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale:1 inch= 16� :feet ` cartographic errors or omissions. gis@town.balnstable.ma.us • : y. t 4 i LICENSED INSURED MASS REGISTRATION 781-890-5599 617-244-8577 d • CONSTRU noN GENERAL CONTRACTOR CUSTOM HOME BUILDER ADDITIONS•ARCHITECTUAL MILLWORK•REMODELING o i t f . i�eo�ezet! `l/acsa �oCuu9�sctctiaot, ��sc. 11 Fox Road Waltham,MA 02451 (781)890-5599, Cell(617)212-4773 Fax(781)890-1123 www.kenvona.com Email:jim@kenvona.com i I " T�?WN QE BARNSTABLE LL 190D www.allie8c8risufttng:nat into@alliedconsulting.net .i1io —5 �,�� 1. t 1 consulting engineering services,inc. Catalano Architects Inc. i,';ll 7777 Janua-r=ym18, 2017 NJ 115 Broad Street Second Floor Boston,Massachusetts 02110. Attention: Mr. Thomas P. Catalano, AIA, LEED AP Q Subject: Samra Residence 265 Seapuit Road 2;t! t , Osterville,Massachusetts l't _� cn Dear Mr. Catalano: c ,. t� The National Electrical Code dictates locations for some electrical service co ponenff_- m because of clearance requirements, however, the NEC requirements do not directly address flood protection needs. As such, FEMA guidelines are typically used when designing buildings located in a flood zone. The subject building is located in an "A" zone as defined by FEMA. Per the FEMA P-348 document(Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems), the minimum requirement for "A" zone buildings is "Component Protection". Component Protection refers to the implementation of design techniques that protect a component or group of components located below the designated floor plain(DFE) from flood damage by preventing floodwater from entering or accumulating within the system components. The guideline further states: If it is not possible or practical to raise power-handling equipment •• above the DFE,measures can be taken to protect the equipment at elevations below the DFE. For example, a watertight enclosed wall can be built around the electrical equipment that is located below the DFE. The top of the enclosure must be at or above the DFE and there must be a watertight access to the equipment for maintenance. Per my understanding, the subject building and its electrical system have been designed to comply with this guideline. If you require any additional information, or if we can be of further assistance in this matter,please do not hesitate to contact this office. Sincerely, Ami Patel,P.E. Massachusetts Office 1 215 Boston Post Road I Sudbury,Massachusetts 01776 1 tel:978.443.7888 1 fax 978.443.4636 Rhode Island Office 1 151 Lavan Street I Warwick,Rhode Island 02888 1 tel:401.461.7888 Connecticut Office 1 165 State Street,Suite 405 1 New London,Connecticut 06320 1 tel:860.506.7888 Wa imentl .01 Bowers,.Edwin �. From: Lauzon,Jeffrey Sent: Friday, September 01, 2017 3:39 PM l c To: Bowers Edwin Subject: FW:265 Seapuit Rd Osterville ' �„ ao I WILL LEAVE THIS IN YOUR CAPABLE HANDS! ._,Z cn From: matt anton [mailto manton(ftenvona.com] Sent: Friday, September 01, 2017 2:37 PM ,To: Lauzon, Jeffrey Subject: 265 Seapuit"Rd Osterville Hi Jeff, I would be writing to Pat Franey (our local inspector) if I had his email,but I am confident that your advice in this situation will be acceptable to him. I am trying to coordinate the completion of the pool at this new residence while continuing the construction of the home/homes. We would like to spray the pool finish before the cold weather begins and then cover/protect for the winter months. I tentatively have scheduled the pool plastering crew for the week of Sept 18th and they require the pool to be filled with water, 2 days after they are done spraying. My understanding is that Town of Barnstable does not want the pool filled until after final inspection. True ? We are proposing to fabricate a temporary, although compliant, pool fencing so that we may proceed with construction. Is this something that I can work out with Patrick, or do you know of some specific guidelines I can follow for this situation? An onsite review of our plan and its compliance would be ideal. Let me know your thoughts and we can discuss further next week. Thanks, o Matt Anton KVC # l 16 A r A 339-223-1626Sew& q - 1< 1,` f � P 1 ALLIMOD www.alliedconsulting.net Info@allledconsulting.net consulting engineering services, inc. Catalano Architects Inc. January 18, 2017 115 Broad Street Second Floor Boston, Massachusetts 02110 Attention: Mr. Thomas P. Catalano, AIA, LEED AP Subject: Samra Residence 265 Seapuit Road Osterville, Massachusetts Dear Mr. Catalano: The National Electrical Code dictates locations for some electrical service components because of clearance requirements, however, the NEC requirements do not directly address flood protection needs. As such, FEMA guidelines are typically used when designing buildings located in a flood zone. The subject building is located in an "A" zone as defined by FEMA. Per the FEMA P-348 document(Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems), the minimum requirement for"A" zone buildings is "Component Protection". Component Protection refers to the implementation of design techniques that protect a component or group of components located below-the designated floor plain(DFE) from flood damage by preventing floodwater from entering or accumulating within the system components. The guideline further states: If it is not possible or practical to raise power-handling equipment above the DFE, measures can be taken to protect the equipment at elevations below the DFE. For example, a watertight enclosed wall can be built around the electrical equipment that is located below the DFE. The top of the enclosure must be at or above the DFE and there must be a watertight access to the equipment for maintenance. Per my understanding, the subject building and its electrical system have been designed to comply with this guideline. If you require any additional information, or if we can be of further assistance in this matter, please do not hesitate to contact this office. Sincerely, 4AmiPatel, P.E. Massachusetts Office 1 215 Boston Post Road I Sudbury,Massachusetts 01776 1 tel:978.443.7888 i fax:978.443.4636 Rhode Island Office 1 151 Lavan Street I Warwick,Rhode Island 028881 tel:401.461.7888 Connecticut Office 1 165 State Street,Suite 405 1 New London,Connecticut 06320 1 tel:860.506.7888 Documentl Bowers, Edwin From: matt anton <manton@kenvona.com> Sent: Thursday, May 31, 2018 8:42 AM To: Bowers, Edwin Subject: RE:265 Seapuit Rd Osterville Ed, All plumbing permits, gas and wet work were reviewed yesterday. The only hang up is the ruling on pool house kitchen items. Board of Health is just requiring a letter from our engineer, which we have. Is.your schedule filling up for today? Matt Anton KVC On May 31, 2018 8:21 AM, "Bowers, Edwin" <Edwin.Bowers cr,town.barnstable.ma.us>wrote: In a quick review of the property There are still a few Gas and Plumbing permits open Also keep in mind Health Dept. will also need to sign off on all CO before they are issued From: matt anton [mailto:manton(cbkenvona.com] Sent: Thursday, May 31, 2018 7:04 AM To: Bowers, Edwin Subject: 265 Seapuit Rd Osterville Good Morning Ed, We are racing to the finish of this large home, (as everyone else seems to be doing!) and need some help. Yesterday the plumbing inspector did his final review and was ok with all installations except for two appliances in the pool house kitchen. He is concerned that the appliances installed are not Mass compliant (which they are not) and that they should not be used in our condition. The pool house is connected to the main house by a simple porch roof which technically makes the pool house attached. If considered attached, our appliances should be Mass compliant. I see his point and would like your view on this. If need be, we could pursue some sort of variance. i Secondly, the fire dept did their review today and has asked to return for a few horn devices that are not up to their liking. We are in cue to complete on Friday. I am asking that we can do our building final review for all 3 of my buildings/permits so that I can address any items that you may find. If we are all set, then I would bring the card down to you after the fire dept has signed off. We could also do the pool final . Is this something we could fit into your schedule today ? I will be calling your office this morning to follow up. Best , Matt Anton KVC supervisor 339-223-1626 z i Bowers, Edwin From: matt anton <manton@kenvona.com> Sent: Thursday, May 31, 2018 7:04 AM To: Bowers, Edwin Subject: 265 Seapuit Rd Osterville. Good Morning Ed, We are racing to the finish of this large home;(as everyone else-seems to be doing!) and need some help. Yesterday the plumbing inspector did his final review and was ok.with all installations except for two appliances in the pool house kitchen. He is concerned that the appliances installed are not Mass compliant (which they are not) and,that they should not be used in our condition. The pool house is connected to the main house by a simple porch roof which technically makes the pool house attached. If considered attached, our appliances should be Mass compliant. I see his.point and would like your view on this. If need be, we could pursue some sort of variance. Secondly,the fire dept did their review today and has asked to return for a few horn devices that are not up to their liking. We are in cue to complete on Friday. I am asking that we can do our building final review for all 3 of my buildings/permits so that I can address any items that you may find. If we are all set, then I would bring the card down to you after the fire dept has signed off. We could also do the pool final . Is this something we could fit into your schedule today ? I will be calling your office this morning to.follow up. Best, Matt Anton KVC supervisor 339-223-1626 f 5 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: David Samra A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number. 265 Seapuit Road(Garage/Office) City State ZIP Code Barnstable Massachusetts 02655 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) Assessors Map 094, Parcel 004; Certificate#204739 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.41-38-05.56 Long.70-24-06.99 Horizontal Datum: ❑NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): (Drive Under Garage-See Below) a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑Yes No A9. For a building with an attached garage: a) Square footage of attached garage 911.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A9.b (See Attached) sq in d) Engineered flood openings? a Yes ❑No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Barnstable 250001 Barnstable County Massachusetts B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 25001CO544 J 07-16-2014 07-16-2014 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑FIS Profile Nx FIRM ❑Community Determined ❑Other/Source: Bl 1. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes Ox No Designation Date: CBRS OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* ❑Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Smartnet RTK Network Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. NGVD 1929 0 NAVD 1988 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 4.40 0 feet meters b) Top of the next higher floor 13.70 0 feet Ei meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A 0 feet meters d) Attached garage(top of slab) 4.40 0 feet meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 13.70 0 feet meters f) Lowest adjacent(finished)grade next to building(LAG) 3.90 0 feet meters g) Highest adjacent(finished)grade next to building(HAG) 13.10 feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A 0 feet ❑ meters SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes DNo OCheck here if attachments. Certifier's Name License Number Sean M. Riley, P.E. 46715 Title y�J A o``- Civil Engineering Division Manager Et N , Company Name Rlk Coastal Engineering Co., Inc. (CEC Proj. No.C18236.00) 0 46715 � Address 260 Cranberry Highway ��F c,s Y ssrorin�E� City State ZIP Code Orleans Massachusetts 02653 Signature Q Date Telephone Ext. 06/01/18 (508)255-6511 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) A8(b)The flood vents are currently not within 1 foot of finish grade; A9(b)Garage is part of enclosed space and vents have been accounted for; C2(e)Lowest utility is inside a waterproof vault under the pool house at elev.5.9(See photos) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No:)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4,use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet meters EJ above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is Ofeet El meters 0 above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet meters ❑above or below the HAG. E3. Attached garage(top of slab)is feet meters above or ElbelowtheHAG. E4. Top of platform of machinery and/or equipment I servicing the building is feet meters above or ElbelowtheHAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the.community's floodplain management ordinance? Yes No Ej Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 f OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10. Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) t ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View'; and, if required, "Right Side View'and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. i ■ t .:3 • _ Photo One Photo One Caption Front Left Side View Clear Photo One xrq.'' 4'�r' ,. t • �,, ..;; '..r. •. J. q SRI.d L Y i� . r n �`•. z�-_ :�fN r+�. r� T S.�!/1 �,fi 'ir.� � i Photo Two Caption Rear View k Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View; and, if required, 'Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. a a _ Y:r .e Ile 5 I 1 j Photo Three Photo Three Caption Right Side View Clear Photo Three y j . � P hllilGlk��+M•.i+.7+ uwwl t#� ,a _ F. 7 r � Photo Four Photo Four Caption Utilities in Waterproof Vault Under Pool House [ Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 FloodSMART VENT FOUndation INSULATED SERIES This series of vents is ideal for areas requiring flood venting protection but no natural I 1 air ventilation. The flood door contains a 2" Styrofoam core that has an R-value of 8.34 and the vent frame is lined with felt weather stripping, helping to keep the enclosure as insulated from the elements as possible. ' IDEAL FOR: • Garages r ' i • Full height enclosures (e.g. walkouts) ..,. • Conditioned crawlspaces • Storage facilities ,.- , - rn • Metal buildings • Foyers ' `.` moo; - riL�r;•, Flood Vent rt a rq 1540-520 '' � 0 Stacker E 1540-521 Stacker Models are twice as efficient - as a single unit and are a great solution n� .-.. for large amounts of square footage, j and in situations where there is not enough wall space to fit in single units. in Wood Wall powdercoat 1540-570 pamtgray Wood Wall Models are designed to fit between studs spaced at 16" on center. Pre-drilled slots in the four corners onr_ the vent flange make for an easy installation. For more information on Flood Protection Solutions,;contact: Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email:;infoosmartvent.com i �'�, � 51• STANDARD FINISH POWDER COAT WHITE POWDER COAT PAINT OPTIONS: U+ Custom colon also available. U x y MODEL ••• COVERAGE VENT SIZE ROUGH OPENING 1540-520 200 sq.ft. 16"w x 8"H x 3"D 16 a in x 8 a in 1540-521 400 sq.ft. 16"w x 16"H x 3"D 16 4 in x 16 8 in 1540-570 200 sq.ft. 142"w x 8"'H x 3"D 14 2 in x 8 4 in To view other sizing options see Multi-frames For more information on Flood Protection Solutions, contact: Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email: info@smartvent.com r Final Construction.Control Document 4 To be submitted at completion of construction by a W Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107a6-167,, Project Title: Samra Residence Date: 8/14/2017 Permit Property Address: 265 Seapuit Road, Barnstable, MA 02655 �l> Project: Check one or both as applicable: XNew construction ❑ Existing Construction Project description: Permit #B-16-167 New Construction-Rebuild after Teardown. Rebuilt main house with pool house attached. Permit #B-16-164 Addition/Alteration. New guest cottage building. Permit #B-16-165 Addition/Alteration. Construct new garage building detached from home with office and rec room I Nat Oppenheimer MA Registration Number: 45813 Expiration date: 6/30/2018 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of it ,re onsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or ®'a NIEL electronic signature and seal: g NHEIMER `, UCTURAL .45813 Phone 212-620-79701�� oppenheimer@silman.com o e number: AL Email: . Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 . r Final Construction Control Document H To be submitted at completion of construction by a Registered Design Professional q for work per the 8rh edition of the °tk 5�e Massachusetts State Building Code, 780 CMR, Section 107 B-16-167 B-16-164 Project Title: Samra Residence Date: 8/14/2017 Permit No.B-1 6-165 Property Address: 265 Seapuit Road, Barnstable, MA 02655 Project: Check one or both as applicable: XNew construction ❑ Existing Construction Project description: Permit#B-16-167 New Construction-Rebuild after Teardown. Rebuilt main house with pool house attached. Permit #B-16-164 Addition/Alteration. New guest cottage building. Permit#B-16-165 Addition/Alteration Construct new garage building detached from home with office and rec room I Nat Oppenheimer MA Registration Number: 45813 Expiration date: 6/30/2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ) Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of it xe onsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or IE cy� electronic signature and seal: E. N1_iMER I UOTU tAl. .45813 Phone num 212-620-7970 L oppenheimerQa silman.com ber: .1�AlAL Email: Building Official Use Only Building Official Name: Permit No.: Date: Version 06 l 1 2013 TOWN OF BARNSTABLE 1018 JUN -8 1,M 9: 31 DIVISION EXTERIOR GLASS PANE COMPOSITION 2.7mm/.030 PVB INTERLAYER/2.7mm CARDINAL LoE 366 INTERIOR PANE COMPOSITION 4mm/.090 SGP/4mm GLASS 13mm 3M SUPERSPACER ARGON GAS FILL DELIVERY SEQUENCE# or PRIORITY GROUP# T E OQD INTERIOR VIEWED ELEVATION AND SECTIONS SPT- T n ow9 and oors me. �Record 3 SAMRA RESIDENCE.BARNSTABLE.MA ❑ ARCHITECTURAL WOOD wlNDows&DOORS 1DEC2016 NOTED 11/JUL/2016 GW JOBsPT-1' DETAILS llfmOG®,9WYDp01f1LpCIJN6\V 1p no[P9 nan,tupNuia¢m�m'roma r TOWN OF BARNSTABLE � 7018 JUN -8 AM 9: 3 I TRADEWOOD WINDOWS AND DOO',R- ARCHITECTURAL WOOD WINDOWS&i0 D7 7 WRIGKT STREET,ST..CATI,"NM,,ONTARIO,CANADA,LZP U2PHONE(90B)641.4949 FAX(905)641.2340 TOLL FREE 1.800• 410.0288 June 7,2018 Re: Samra Residence 265 Scapuit Road Barnstable, MA To Whom it May Concern, Please accept this letter as certification evidencing that the glazing at all four buildings at the Samra Residence(the Main House, Pool House,Guest House and Boat House),265 Seapuit Road in Barnstable MA,have been constructed using Hurricane Impact Rated glazing as supplied by Cardinal Glass Industries incorporating Dupont Sol utia Saflex .090 Sentry Glass Plus(SGP)laminated between two pieces of 4mm annealed glass,combined with an additional laminated Lite comprised of a.030 polyvinyl butrayl interlayer, All of the sealed glazing units for the doors and windows at the Samra Project are constructed as follows (drawing attached and noted on all shop drawings): Exterior Lite: 2.7mm/.030 PVB Laminate/2.7mm Cardinal Low E 366 '/2"airspace with white Edgetech Superspacer Interior Lite: 4mm/.090 SGP laminate/4mm clear Both of these laminated lites meets or exceeds the requirements for glazing installed in hazardous locations as per CPSC 16 CFR 1201 ANSI Z97.1 of the IBC. The Dupont SGP laminate offers 5x the tear strength and 100 times the rigidity of conventional laminates, and offers superior resistance to sever weather and man made threats. It has been the product of choice for all of our coastal products, If you have any questions or concerns about the glass and glazing supplied to the Samra Project,please feel flee to contact me at my office at 1-800-410-0268,extension 227. \��,RED AR�y�T Sincerely, C� P. C,q' c� T H 6F M Richard Krysiak President Tradewood Windows and Doors,Inc. 1-800-410-0268 Ext.227 Catalano Architects Inc. 115 Broad Street Boston,MA 02110 phone 617.338.7447 facsimile 617.338.6639 www.catalanoinc.com Letter of Compliance TOWN Of BARNSTABLE Re ardin Safety Glass for: 2018 JILIN -8 ; 9: 31 9 9 cc Samra Residence 265 Seapuit Road Osterville, MA • DIVISION June 7,2018 9 To All Concerned, This letter is to certify that the windows provided_for this project by Tradewood Windows and Doors, Inc. meet or exceed the design parameters for safety glazing installed in "hazardous locations" as described in the 2015 International Building Code under Section 2406.3. Further, under Exceptions(regarding labelling), for safety glass other than tempered glass,the "manufacturer's designations are not required, provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance .This letter is intended to serve as a Letter of Compliance for this purpose. The inner layer of glazing, as indicated on the approved Tradewood shop drawings and supplied by Cardinal Glass, is a composite glass that consists of(2) panes of annealed glass panes that sandwich an inner layer of .090 SPG, This complies with the composite program of SGCC(CPSC and ANSI).To be in the composite program additional testing of safety glazing materials needs to be done by the Safety Glazing Certification Council (SGCC). The SGCC certifies that safety glazing materials found to be in compliance with 16 CFR 1201, ANSI Z97.1, \C pEDARCII Sincerel ��o�Ps P. � 1 No. < , G Thomas P. h F MPSSPG ' AIA, President Catalano Architects 115 Broad Street, A 2 Boston, MA 02110 ph: 617.338.7447 ext 125 fax: 617.338.6639 ' Direct dial 617.982.7465 a Sil man June 6,2018 Town of Barnstable Building Department 200 Main Street Hyannis,MA 02601 Structural Engineers RE: 265 Seapuit Road,Guest House and Garage Building Silman Project No 16917 Ili Devonshire SEreet Boston,MA 02109 To Whom It May Concern: 617 695 6700 silman.com Silman is the structural engineer of record for the private residence at 265 Seapuit Road (Osterville,MA 02655),which includes the Garage Building structure.The design of the first-floor framing at the Garage Building included a dropped beam on the west side consisting of a built-up LVL beam.This dropped beam spanned in the north-south direction and support the TJI floor framing running over the top in the perpendicular direction.This framing has been revised as follows:LVL plies have been replaced with(3)pressure treated 2x12s(top of 2x12s match top of removed LVLs)that bear on a bearing wall constructed of pressure treated lumber.The bearing wall has two standard-size door openings with headers above the door opening. Please don't hesitate to contact our office with any questions. Sincer& 444 �4 or q r R05r'#"o i.1 I ► -3 Ben'f r9.PE Principal NEW YORK WASHINGTON DC BOSTON 9 a ,4h.-- �.�..... ',.,:�,, x+►,r A+' a=-• rz ry .a w.. t. :f mz. ,'-:�' y a 3-• :: e � F � y? � �. � �i ♦ '6: .! � _ ++ a,: b A,u,: P ." T !`�� - :9 .a'4V;.�.,. .i9.4 :t _.c1�A�+ ` � >x ., n Se,� �x �✓ x 1: x4'p n *. � ry A w1 '# �� _'( 741 �Ati, ♦ `� e >r,y ,� >: Y l a3 gC',eq �I � 4 +�yqp�' 6 +r • r � s. � R`' ,'�+ K, a a it t ,a 1 yy 1 7 O7 x li U.S. DEPARTMENT OF HOMELAND SECURITY OMB No, 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: David Samra A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 265 Seapuit Road(Guest House) City State F, ZIP Code Barnstable Massachusetts 02655 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) Assessors Map 094, Parcel 004;Certificate#204739 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.41-38-04.87 Long.70-24-07.13 Horizontal Datum: NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1337.00 sq It b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b (See Attached) sq in d) Engineered flood openings? ❑x Yes No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? Yes F1 No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Barnstable 250001 Barnstable County Massachusetts B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9.Base Flood Elevation(s) . Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 25001CO544 J 07-16-2014 07-16-2014 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile Qx FIRM Community Determined Other/Source: B11. Indicate elevation datum used for BFE in Item B9: n NGVD 1929 Ox NAVD 1988 EJ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes Qx No Designation Date: EJ CBRS n OPA FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑Building Under Construction' Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Smartnet RTK Network Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6.00 Z feet ❑ meters b) Top of the next higher floor 13.80 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A 0 feet ❑meters d) Attached garage(top of slab), N/A feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) (see comments) 13.80 feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 5.50 9 feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 13.10 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A Z feet . ❑ meters SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No Z Check here if attachments. Certifier's Name License Number Sean M. Riley, P.E. 46715 Titlet��r Civil Engineering Division ManagerylW� Company Name RIB '{ Coastal Engineering Co., Inc. (CEC Proj. No.C18236.00) " +lIL s EJr). 46715 � Address �p 260 Cranberry Highway sS+CiNAL City State ZIP Code Orleans Massachusetts 02653 I Signature Date Telephone Ext. 06/01/18 (508)255-6511 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) C2(e)Lowest utility is inside a waterproof vault under the pool house at elev 5.9.(See photos) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 f OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4,use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, , crawlspace,or enclosure)is [:]feet meters above or below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet F1 meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet ❑meters above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet Ometers Elaboveor ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet ❑meters ❑above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes ❑No DUnknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information.from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: []feet meters Datum G10. Communitys design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone 1 Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ` J ❑ Check here if attachments: FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. OV -� Photo One Photo One Caption Front View Clear Photo One y , c «I P Photo Two Photo Two Caption Rear View Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. E¢t�.'!�'�, tta�.y..1, ,,�- .x 1:. '.a �,_ �;�Pl. ..yr , -� r as vy 4. • '�'�� Y e, } ..st�r�k` •fS»•-,h��'''�'�'...4"� .C1�, a; .`'. ��g''k, -yri�e. l� •.�+.g.�- �, y+"2lsynK. '^9.-� iw• l! ✓t y�.A4f.$ {, k r Photo Three Caption Right Side View Clear Photo Three �r .� AlAL Photo Four Photo Four Caption Utilities in Waterproof Vault Under Pool House Clear Photo Four FEMA.Form 086-0-33(7115) Replaces all previous editions. Form Page 6 of 6 r fl r SMART VENT" FOLIndation Flood Vents NSULATEED E R I E S This series of vents is ideal for areas requiring flood venting protection but no natural , air ventilation. The flood door contains a 2" Styrofoam core that has an R-value of 8.34 and the vent frame is lined with felt weather stripping, helping to keep the enclosure as insulated from the elements as possible. ' IDEAL FOR: • Garages • Full height enclosures (e.g. walkouts) • Conditioned crawlspaces • Storage facilities • Metal buildings ;: _ • Foyers Flood Vent east fi Y 1540 520 Stacker { 1540-521 Stacker Models are twice as efficient ' as a single unit and are a great solution 1 _ for large amounts of square footage, and in situations where there is not enough wall space to fit in �---�--� single units. Wood Wall ` Podded In ��/ powder coat 1540-570 point gray Wood Wall Models are designed to fit between studs spaced at 16" on center. Pre-drilled slots in the four corners on the vent flange make for an i easy installation. For more information on Flood Protection Solutions,,contact: Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email:-infogsmartvent.com 1 ' i z� f»� Nt IR cr= b STANDARD FINISH POWDER COAT WHITE POWDER COAT PAINT OPTIONS: ' ❑❑❑■ • ..r. � Custom colas also available. MODEL NUMBER FLOOD COVERAGE VENT SIZE ROUGH OPENING eG - 1540-520 200 sq.ft. 16"w x 8"H x 3"D 16 a in x 8 a in 1540-521 400 sq.ft. 16"w x 16"H x 3"D 16 a in x 16$in 1540-570 200 sq.ft. 14721-"w x 8 Z H x 3"D 14 z in x 8 4 in BE3To view othersizing options see Multi-frames For more information on Flood Protection Solutions, contact: Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email: infoosmartvent.com U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: David Samra A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 265 Seapuit Road(Garage/Office) City State ZIP Code Barnstable Massachusetts 02655 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) Assessors Map 094, Parcel 004; Certificate#204739 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.41-38-05.56 Long.70-24-06.99 Horizontal Datum: ❑NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): (Drive Under Garage-See Below) a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑Yes ❑No A9. For a building with an attached garage: a) Square footage of attached garage 911.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A9.b (See Attached) sq in d) Engineered flood openings? a Yes R No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Barnstable 250001 Barnstable County Massachusetts B4.Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 25001 C0544 J 07-16-2014 07-16-2014 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ❑x FIRM ❑Community Determined R Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes ❑x No Designation Date: R CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Smartnet RTK Network Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. NGVD 1929 Z NAVD 1988 R Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4.40 Fx� feet meters b) Top of the next higher floor 13.70 feet meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A Q feet meters d) Attached garage(top of slab) . 4.40 21 feet El meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 13.70 Z feet meters f) Lowest adjacent(finished)grade next to building(LAG) 3.90 Z feet 0 meters . g) Highest adjacent(finished)grade next to building(HAG) 13.10 feet meters h) Lowest adjacent grade at lowest elevation of deck or.stairs, including structural support N/A Q feet meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No ❑x Check here if attachments. Certifier's Name License Number Sean M.Riley, P.E. 46715 Title4yN t1 Civil Engineering Division Manager N Company Name �; Rl�'y Coastal Engineering Co., Inc. (CEC Proj. No.C18236.00) " v�tIL m. o. 46715 Address 260 Cranberry Highway a�F�G�5 rFA6\mow City State ZIP Code Orleans Massachusetts 02653 Signature Date Telephone Ext. �..,2 06/01/18 (508)255-6511 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) A8(b)The flood vents are currently not within 1 foot of finish grade; A9(b)Garage is part of enclosed space and vents have been accounted for; C2(e)Lowest utility is inside a waterproof vault under the pool house at elev. 5.9(See photos) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C. For Items El—E4,use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is feet meters 0 above or F1 below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is feet meters ❑above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is EJ feet meters ❑above or EJbelowtheHAG. E3. Attached garage(top of slab)is ❑feet meters above or ❑below the HAG. E4. Top of platform of machinery and/or equipment `servicing the building is feet meters above or ElbelowtheHAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes No RUnknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments El Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 i OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO.' G3. The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as-built-lowest floor(including basement) of the building: feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ofeet El meters Datum I G10. Communitys design flood elevation: ❑feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. 1 t ' # r �ti rrt Photo One Photo One Caption Front Left Side View Clear Photo One .�M•t '.TitS `j '••s�, ME. ,�, • - .�.�1 .r1..�7��' .' r i t _ "tic"t} w. 'y+�}y�p,�,��',"�•t, r a�2sa�Til '3� f 1�' `� � .Y" LA y+, � � ,,, �.X• �� 4r �ors: ,;., .�y� ;�,' ., � �r � t _ tes � c ,�.a eh'�'� , � ;..�� '�.�'' �` '�.�.tr+7i'J`.•' � r' �.Q.� •.it3. tl. Photo Two Caption Rear View Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. VIC > y :.l Photo Three y• u Photo Three Caption Left Side View&Flood Vents Clear Photo Three t � vr� t Photo Four Photo Four Caption Utilities in Waterproof Vault Under Pool House Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency National Flood Insurance Program Expiration Date:November 30,2018 r ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: David Samra A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 265 Seapuit Road(Main House) City State ZIP Code Barnstable Massachusetts 02655 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Assessors Map 094,Parcel 004;Certificate#204739 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.41-38-05.60 _ Long.70-24-04.98 Horizontal Datum: NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): (Drive Under Garage-See Below) a) Square footage of crawlspace or enclosure(s) 3312.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b (See attached) sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 1441.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A9.b (See Attached) sq in d) Engineered flood openings? Yes n No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Barnstable 250001 Barnstable County Massachusetts B4.Map/Panel f B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 25001CO544 J 07-16-2014 07-16-2014 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: FIS Profile ❑x FIRM Community Determined Other/Source: B11. Indicate elevation datum used for BFE in Item 139: NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes nx No Designation Date: CBRS n OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Smartnet RTK Network Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. NGVD 1929 N NAVD 1988 M Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4.40 2) feet meters b) Top of the next higher floor 13.30 Z feet El meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A Z feet meters d) Attached garage(top of slab) 4.40 0 feet meters 'e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 13.30 0 feet meters f) Lowest adjacent(finished)grade next to building(LAG) 3.80 Z-feet F1 meters g) Highest adjacent(finished)grade next to building(HAG) 13.30 Z feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A Z feet 0 meters SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes 2x No Z Check here if attachments. Certifiers Name License Number Sean M. Riley, P.E. 46715 Title1� - Civil Engineering Division Manager s -Ei .N Company Name Rll Coastal Engineering Co., Inc. (CEC Proj. No.C18236.00) " vfL �67r5 Address 260 Cranberry Highway ��'��c/s r �`�` SSfOHAL Ed City State ZIP Code Orleans Massachusetts 02653 Signature Date Telephone Ext. 06/01/18 (508)255-6511 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) A8(a)Includes drive under garage area of 1,441 s.f.; A8(b)12 of the 22 flood vents are within 1 foot of finish grade; A9(b)Garage is part of enclosed space and vents have been accounted for; C2(a)Garage slab at elev.4.4 and crawl space at elev. 9.2; C2(e)Lowest utility is inside a waterproof vault under the pool house at elev. 5.9(See photos) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 r I ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C. For Items E1—E4,use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is feet []meters above or below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is feet meters above or El below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet []meters ❑above or below the HAG. E3. Attached garage(top of slab)is feet 0 meters Daboveor below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet ❑meters above or 11belowtheHAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? n Yes No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33(7/15) Replaces.all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement) feet meters of the building: ❑ ❑ Datum G9. BFE or(in Zone AO)depth of flooding at the building site: []feet ❑meters Datum G10. Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. i a r; _ tti ..'i.. -L•: Yb� �4 4f � S � 9��M Photo One Photo One Caption Front View Clear Photo One Photo Two Photo Two Caption Rear View i Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 265 Seapuit Road(Garage/Office) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. f� Photo Three Photo Three Caption Right Side View Clear Photo Three i S r f - r Y Photo Four Photo Four Caption Utilities in Waterproof Vault Under Pool House Clear Photo Four FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 6 of 6 Building AirJiehtness Test Form Customer Information: Building&Test Conditions: Name: k,,4WC--7W low,4 ��nSi lmc Address: 8 16Tt Z"`i' / Date: VL City: / �/�l /- -TzV State/Zip: Z �� Phone: �� - v Time: Email: /,�� ,i•dp,✓ fa.�t Building Address:(if different from above) Z��✓ �yiT / Floor Area (ft2y 77,?r Street:- City/State: comments: CGZCG C�U/L.¢Ey c i/�''��'G�jf�/lG�r G �G.a�•%�Ls9i/�✓.✓ is ,/��G--„• �� e + ��!?/ (/.S� `•I �G/2s19/7 • -AK- A�_7 Test#1 Depress: (Press: Test#2 Depress: Press: Pre-test Baseline Pressure: 31, 11 Pa Pre-test Baseline Pressure: —3 O (Pa) Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow I(Pa) Installed P. Wrn (Pa) Installed (Pal WO .6 O, -531, 1 311 --moo,q -S3. I Post-test Baselln ssure: (Pa) Post-test Baselln ssure: (Pa) Fari Model/SN:/5'/'iaii� �/ 27 Fan Model/SN: �iv�✓ % 27 Results: I Results: �/ S 2 C��1'l�v CFMSO: 37,c52. / C51I 6 CFW150: n -1 ACHSO: 2. ? ACH50: 2 9Z �TCE/5~CJ HERS Rater Name and Cert.#: L LO 7 HERS Rater Signature and Date: 3 �6 Developed by Advanced Building Analysis,LLC J i Building Air-Tightness Test Form Customer Information: Building&Test Conditions: I - Name: eA,6,',7_ Address: City: Date: State/Zip: 2,5-G� Phone: J�U�% s6 f�ov Email: /tiF0 I Nir�!Vz",f. e,a"07 Time BuildineAddress:(if differen' from above) ' J Street: Floor Area (ft2): 1 City/State: e�_C;r!//LLB Comments: ��x�/7- iG' 4 - Test#1 Depress: Press: Test#2 Depress: Press: I �1� Pre=test Baseline Pressure: "—U. Pa) Pre-test Baseline Pressure: ''6�(Pa) Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Installed (Pa) {cfrn) (Pa) Installed (Pa) (cfm) -sv. - �, 7 `So. 796 v TO, O - a. 3 -=o. 7 741 v.3 o 747 5o.Z B 7z/K - 6 5L'16 s v. o, -5- y rD I ,3 SU. Post,test Baseline,ftessure: � (Pa) Post-test Baseline ssure: {Pa Fan Model/SN:�/��/y6y /�0527 Fan Model/SN:/%//�Y/_� /3T2� s ts' v I l am/Results: y �/ n CFM50;__ �7�� AF/LP.-v CFM50: /'/ 3. / el-;V-S—C) ACH50: Z,�� CN�iV ACHSO: ` ' ZG &,*,5—d 1 HERS Rater Name and Cert.M /50 rl"C' /etc O K39,?/>7 HERS Rater Signature and Date: Developed by Advanced Building Analysis,Ui Building Air-Tightness Test Form Customer Information: Building&Test Conditions: Name: VO4,w, Address: 93 w& Tc ZY City: j Date: State/zip: Phone: Time: Email: /.ri�a 7vvaw.LYi� Building Address:(if differen from above) Street: CS se PW 0140/ Floor Area (ft2): F/ 2 City/State: 6TGz�/iGcc Comments: �jjffy,�/y L�'vG� ct�/1,fCJ Test#1 Depress: ress: Test#2 Depress: Press: Pre-test Baseline Pressure: (Pa) Pre-test Baseline Pressure: `0,.7 Pa Bldg Press. Flow Ring Fan P ss Flow Bldg Press. Flow Ring Fan Press Flow Pa) Installed (P (drn) (Pa) Installed (Pa) (chn) -5V-O sa, So -S0.7 93-5" -s So. SY 5 - - 5-0.Z Sd. .-6 So'. / —Sv.Z of 50. 8 5-0 a so. 7 6 6 -- 53 SOA 6 -So.Z —So• S6 Post-test Baseline ssure: (Pa) Post-test Baseline ssure: — (Pa) Fan Model/SN: 'WAI / -7 Fan Model/SN: i 2 e s: � Results: CFMSO: 5.7,z CF50: ACH50: ACH50: HERS Rater Name and Cert.#: HERS Rater Signature and Date:1. S" Developed by Advanced Building Analysis,C C ALLUD www.aliledconsulting.nat Info@a111adconsuNing.net consulting engineering services,inc. Catalano Architects Inc. January 18,2017 115 Broad Street Second Floor Boston, Massachusetts 02110 Attention: Mr. Thomas P. Catalano, AIA, LEED AP Subject: Samra Residence 265 Seapuit Road Osterville, Massachusetts Dear Mr. Catalano: The National Electrical Code dictates locations for some electrical service components because of clearance requirements,however,the NEC requirements do not directly address flood protection needs. As such, FEMA guidelines are typically used when designing buildings located in a flood zone. The subject building is located in an "A" zone as defined by FEMA. Per the FEMA P-348 document(Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems), the minimum requirement for "A" zone buildings is "Component Protection". Component Protection refers to the implementation of design techniques that protect a component or group of components located below the designated floor plain(DFE)from flood damage by preventing floodwater from entering or accumulating within the system components. The guideline further states: If it is not possible or practical to raise power-handling equipment above the DFE, measures can be taken to protect the equipment at elevations below the DFE. For example,a watertight enclosed wall can be built around the electrical equipment that is located below the DFE. The top of the enclosure must be at or above the DFE and there must be a watertight access to the equipment for maintenance. Per my understanding, the subject building and its electrical system have been designed to comply with this guideline. If you require any additional information, or if we can be of further assistance in this matter, please do not hesitate to contact this office. Sincerely, Y ' No.48250 ® r Amish Patel, P.E. Massachusetts Office 1215 Boston Post Road I Sudbury,Massachusetts 017761 tel:978,443.78881 tax.078,443.4636 Rhode Island Office 1 151 Levan Street I Warwick,Rhode Island 02888 1 tel:401.461.7888 Connecticut Office i 1e5 State Street Suite 405 i New London,Connecticut 06320 1 tel:860.506.7888 a:\Shared\Projects (Low)\2015 (45xxx)\45260-69\45262\45262 DFE Letter.docx F r INSTALLATION TOLERANCES .,... ITEM PART NO. DESCRIPTION QTY S ORA •HANDLING 1.PRIOR TO INSTALLATION: NO. DOOR DESIGNED FOR FULL HEIGHT I DO NOT STORE FLOOD BARRIERS IN A MANNER THAT WILL •THE AREA ON FLOOR ON WHICH THE FRAME COMPRESS GASKETS OR THAT WILL CAUSE DAMAGE TO GASKETS. WATER PROTECTION. 144'W.P.H IS TO BE INSTALLED,AND WITHIN THE PATH 1 FIRM PD:FRAAAE q�y T104MS 1 OF DOOR SWING,SHALL BE CHECK FOR RR CHECKED REFER TO ALL MANUFACTURERS'94STALLATION NOTES AND DRAWINGS. SEE PRESSURE CHART FLATNESS AND LEVELNESS.PERMISSIBLE 2 SILL ASM-08694 11 PDAAISED SILL SINGLE-ALUM 1 `INSTALL PLUMB,SQUARE.AND LEVEL INSURING CONTINUOUS AND EVEN TOLERANCE IS+/-1/1 6"I I.Smml. GASKET CONTACT.DO NOT DRILL OR PENETRATE ANY SURFACES OF •THE ANCHORING LOCATIONS OF THE WALL 3 DOOR-06594601 BPFD;DOOR PANEL ASSY-MS 1 BARRIERS WITHOUT CONSULTING MAACTURERUNNUFACTURER.USE ONLY FASTENERS SHALL BE CONFIRM®TO BE SUFFIC190 TO ,PROVIDED BY THE 6FFIELD GROUT AS INDICATED ON ON DRAAVINAGASE(MATERIAL AND PLALESS OTHERWISE C NOWSHIRINK EMENT DESIGNS W1 RNISHED HOLD THE FULL ACITY CONCRETE MASONRY THE ANCHOR 4 512055 ANCHOR.'SCREW KIt•EZ SR8'XS7? 20 )CAPABLE OFNOT 13Y PS FS 3000 PSI COMPRESSIVE STRENGTH AS PLACED. REINFORCED PER STRUCTURALMUST BE ENGINEET FILLED RS 5 501272 PLUG HOLE 13N8'olA 20 4 AINTENANCEaNSPECTN)N DESIGN). 6 W8132 ANCHOR;FLHPHSLV 1/4-X2,2N 4 PERIODIC INSPECTION AND MAINTENANCE OF FLOOD BARRIER INSTALLATIONS •2.WRING INSTALLATION OF THE DOOR ?INCLUDING SEALANTS.GASKETS.ANCHORS.AND OPERATING HARDWARE IS FRAME.THE SQUARENESS.ALIGNMENT. 7 501470 SCREW;FLPHMACH1/4'20X1114ZN 2 � KEREESPONSI ILITY OF THE OWNER TWIST,AND PLUMB OF THE FRAME,MUST EA HAVE ATOELRANCE+/_1/16* I.Smm). 8 509865R)6594601 PD;JMBGSKT-=S' 1 ALWAYS ALLOW FOR CONTROL OF ANY LEAKAGE AND CONDENSATION THAT •3.HARDWARE SHALL BE APPLI AND WILL OCCUR DURING HIGH WATER SITUATIONS.IN APPLICATIONS WHERE THE O ADJUSTED IN ACCORDANCE WITH THE 9 506713 HINGE,'CONTIN000SGFAREOAL X83' 1 FLOOD BARRIER GASKETS CONTACT THE EXISTING BUILDING STRUCTURE. HARDWARE MANUFACTURERS TEMPLATES 10 508168 SCREINfLPHMSLIC12,24X1/2 2N 14 'FLOORS,ETC.ALL SURFACES MUST BE SOUND.FLAT/LEVEL,AND WITHOUT AND INSTRUCTIONS AND TO THE ;BLEMISH FOR BEST PERFORMANCE- PERFORMANCE REQUIREMENTS OF PS 11 500912 PDtATCH 2PT WEDGE ASSY 1 ` C •4.THESE TOLERANCES PROVIDE A 12 610319 LOCK;FALCON DEADBOLT D1418D 62 1 REASONABLE GUIDELINE FOR PROPER 13 612074 LOCK;DFADBOLT TRIM PLATE 33 1 8 ) INSTALLATION OF THESE SPECIALTY DOORS i1 ALL DIMENSIONS AND NCES. AND FRAMES.HOWEVER.IT SHOULD BE 14 500507 SEALANT SWELL PASTE TYPEE/00Z 2 •2 JAKE CONOITKM AND STRUCTURAL CAPACITY OF STRUCTURE NOTED THAT IT S NECESSARY TO PERFORM -3 ANCHOR LOCATIONS AND MINIMUM REQUIRED EDGEMND OISTANCES, HELD INSPECTIONS AND ADJUSTMENTS TO 15 509809 SEALANT.POLYURETHANE GRAY 2 SPACING,ETLISEDMENT DEPTHS,AND INSTALLATION PROCEDURE ENSURE THE CONTINUOUS CONTACT OF THE SPECIFIED IN THE ANCHOR MANUFACTURERS TECHNICAL GASKET AND FRAME,PROPER HARDWARE 16 506099-40 WS;FOAM BACKER ROD IV-40' 1 INFORMATION MANUAL ENGAGEMENT FOR THE PERFORMANCE OF THE ROOD GASKET AND DOORS.THE 17 503057 1 NAMEPLATE;ALUM.,SERIAL 0(UN 1 CUMULATIVE EFFECT OF THE INSTALLATION 18 50885046594801 WS;RAINDRIP WX AL-AR 1 I CRITERIA LEVELS RESULT IN SU DIEM MAXIMUM ,DESIGN LOADS MISALIGNMENT TO RESTRICT THE DOOR 19 601744.08594601 TAPE,'JMVHB-40' 1 FLOOD BARRIERS ARE DESIGNED TO CONTROL SHORT TERM HYDROSTATIC I WATER LOADS 64 PC UP TO THE DESIGNED WATER HEIGHT NOTED ON FROM FUNCTIONING PROPERLY AND Ito""XwO ft N. TA.I ( E) ADDITIONAL FIELD ADJUSTMENTS WILL BE THE DRAWINGS.NO ALLOWANCES HAVE BEEN INCLUDED TO CONTROL WAVE NECESSARY. X SURGE LOADS OR OTHER IMPACT LOADS UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS.ALL ANCHOR DESIGNS ARE BASED ON ATTACHING TO •ANN MOM.GAP BETWEEN FRAME OUTSIDE A.vP1.lr Obi.! N.AGlm.lslN STRUCTURE CALLED OUT IN DRAWINGS.PS DOORS IS NOT RESPONSIBLE FOR WATER AND EXISTING STRUCTURE(TOP+SOB OF FAST'ENBNG OF PRODUCT INTO LESS THAN IDEAL FIELD CONDITIONS OR FORCE NTN`'1� )MOUNTING TO STRUCTURE OTHER THAN WHAT IS DETAILED ON DRAWINGS. . . TN.d.aw.l..b►-n•Y..1 N 4-tv■�-bl STRUCTURAL REVIEW CATALANO: —A-0—*.---b�� 'ALL REVIEW OF ADJACENT STRUCTURES CAPACITY TO WITHSTAND m w.e.q..,0A-16~1..kt,.ee ALL FLOOD BARRIER SERVICE LOADS TRANSFERRED BY BARRIER/ANCHORAGE I NOTE:PS WATERTIGHT DOOR SHOP DRAWINGS ARE APPROVED WITH THE ITO STRUCTURE IS BY OTHERS 040T PS DOORS).FIELD CONCRETE DESIGN AT UNDERSTANDING THAT,AS THE AS-BUILT CONCRETE OPENING FOR THE �•�+��+ w EANY EMBEDDED CONNECTION TO WITHSTAND FLOOD BARRIER SERVICE LOADS -pww b7a. sNceo.. IS BY OTHERS(NOT PS DOORS). DOOR DOES NOT MATCH THE DIMENSIONS SHOWN ON THE FOUNDATION PLAN. CATALANO AROiFMCTS IS NOT RESPONSIBLE FOR CONFIRMING (( BUT NOT LIMITED TO) .REQUIRED CLEARANCES FOR PLACEMENT AND REMOVAL OF EQUIPMENT ( 1. 0 'ALUMINUM:5052-H32,6005A-T5.6061•T8.6063T6 INTO AND OUT OF THE WATERPROOF VAULT. I SMILD STEEL:ASTM ASTM Ad69,ASTM AS27,ASTM A500,ASTM Ad IASTM A-10 1 CS TYPE B 13. I - .. -PS DOORS SUBMITTAL REVIEW B'STAINLESS STEEL:SS3D4(UNLESS OTHERWISE NOTED) 4UQ ta.�en G Vn FASTENERS:ZINC PLATED(UN ESS OTHERWISE NOTED 'G :EADM,NEOPRENE.SILICONE.OR NATURAL RUBBER ...... __.....- APPROV®wrrN CORREC110NS:wo®.�.••wuna 17D0 REF. MAX YYATiR H(]OHT FINISHES)FABRICATED STEEL:CHEMICAL CLEAN 8 RINSE IHiNSE A!Amen•REsuelm 6PRIIER AND INDUSTRIAL FNAYR• - ITTORP COAT O-A((2)COAT-11COATS OF SHERT OF WIN WILLIAIAMS KEM FLASH PRIMER MS INDUSTRIAL ENAMEL }AWWINUCMOAAT(STEEILLONLY):POWDURA TGIC MAX )STAINLESS STEEL:MILL FINISH WATER WELDS HEIGHT IEIPOSED,.INTERFERLNG WELDS ARE GROUND.NOT FIL1FD OR POLISHED )FACTORY WELDS: ALUMINUM;ELECTRODE ER4043 AMID STEEL:ELECTRODE ER70SE JI )STAINLESS STEEL.ER308LS1,ER316LSI.ER317L d.dnB XEF.768 PSF HYDROSTATIC )FIELD WELDS:ELECTRODE E70SFAMS O MILD STEEL).ALL WELDING SHALL PRESSURE AT BASE IBE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE SAWS OR ASME STANDARDS. PRESSURE CHART-HYDROSTATIC LOADS ONLY (WATER W 64 PCF) f lar. R4M9DIQ �- IMiE Asv�Dar cw9rt DOOR/OPENING NAME I6N:fl65Br601 OtteERSALFB -dam 7 -T ____ �_ ) ) E PsDOORS sHwwlrLaONerHvaucorlanRLlc11on1eic o1VCIeTAPPROVALORAW(NG `mowQmmmmwonuule:nD.tr�le Fft w Calo.lsr..hwr..oa..rl 1 SOLDTQ IENETH VON GONSTRLcnON NC AtEOtCYSMS.R6FRM10PPA0tlCip1(SCALE:Ir18 11504BPD.4 Twcor�•.sm -� SUBNMAI L 1"—�AIDcw�ai w161�sw�wwr owner. GWOFORMNO19MI - 1 PNOEOMME:SAMRAREBDENCe MUTATED PMRMSSY NEIOHCAOZ LDS. Imo_ { FAX 701.7�68W, wnHan wx�Naaeverromrore ��...__.�.�.._..__._�_...c�� lQNSTPDRSAMRA DWOft GEN466946M oomsAURXrlsaeelellrXo I CNECIEn:ES/117s:311&Tci OF s .t=.._.....�J NON.. 40'OUTSIDE FRAME �•NON. 5 i URETHANE SEALANT ( 3yj6 NOM. (F DOORS GHT)05DPSM URETHANE SEALANT ORS (FULL WIDTHI N50980D FOAM BACKER ROD FOAM BACKER ROD BY PS DOORS FYUPS HDO�RS N506QD9 (RILL WIDTH BY PS DOORS Op + e. URETHANE SEAIAW (• •• FULL WIDTHI tl509809 • BY PS DOORS _ B m 4'MIN.EMBED DEPTH I 313/16'MIN.EDGE DISTANCE ALL SIDES) _n 33A'CLEAR OPENING T 36'DOOR PANEL OPENING BEFORE PLACING FRAMES 1 I WELL PASTE To DR 7 SECTION AA BEADS HEIGHT +6'MIN(TYP BOTH SIDES) URETHANE SEALANT ALUM.DRIP ANGLE 1 �YULL PSHDOO 1 N5098 >Z 09 (FOAM BACKER ROD w/3M vH8 TAPE 1 B RS 8Y)PS DOORS S 9 N509850&4501744 DETAIL D CUE TO VARUBIUTY N EIMTING MOUNTING STRUCTURE.PS DOORS IS NOT w 19- _ RESPONSIBLE FOR STMICTURAL FASTENER DESIGN INTO LESS THAN IDEAL DETAIL 8 FIELD CONDITIONS.PS OOORZ PRODUCTS FASTENING SYSTEMS ARE yvA Coy OETlIDITED BATED ON CONCRETE� L PSI MN.OR r BILLY GROITTs M r Nebl wAnHa AID. CMU MALN7NRY AHTM CN�IM►111BM BT11EN07�14 MgRITNG CATALANO: X 'I sTpmruFtE a is o�cFFn DEPOCTDRSTEREDOONil°rRIZAVIu"`�T''rNE T�RanoEo NOTE:PS WATERTIGHT DOOR SHOP DRAWINGS ARE APPROVED WITH THE �D GROUT JAMBS WATER COLUMN HEIGHT-W MINMR&IF FIELD -Nmml T�Nn�ms FASTENING SYSTEM 6REVIEWED BY A QUALIFIED LOCAL ENGINEER BASED GROUT TO BE NON-METAW C,NON-SHRINK TYPE.CAPABLE ONACTIAL FELDCONNTIONS.PRIOR TO APPROVING ORAwINGB.REFER 10 UNDERSTANDING THAT,AS THE AS-BUILT CONCRETE OPENING FOR THE OF DEVELOPING 3000 PSI COMPRESSIVE STRENGTH AS PLACED. Tar N„L®W-W*w`411,MH --to, ANCHOR MAMFACRIROM TECHNICAL DATA MANWUL FOR INSTALLATION LS4TATONSANDREOURUIENIS. DOOR DOES NOT MATCH THE DIMENSIONS SHOWN ON THE FOUNDATION Rw�°""°'I°^"m"'�-9 °0^'®'�' I H,,Mlr ONB OF MOUNTING STRUCTURE MAY BE REOUIRED 2 AIw AAm q a A-W~N-6t,sW (NOT By T'SDOORS)TO ACCOMMODATE FASTENERS AND DESIGN LOWS. PLAN. CATALANO ARCHITECTS IS NOT RESPONSIBLE FOR CONFIRMING •�eHwu,e d a,AaAl�nar. o„HAHMAP AOHn ur 1 REQUIRED CLEARANCES FOR PLACEMENT AND REMOVAL OF EQUIPMENT � "°� L.H,aentr t� j INTO AND OUT OF THE WATERPROOF VAULT. I{ C 0 t 3l8'HOLE FOR ANCHOR ACCESS 10 O 7TTBt717f 1 (INCL.UDES BLACK PLASTIC Sp FINISHING PLUG) �• TYP.ALL LOCATIONS GA ow 11-3U- r 60' I p RAISED SILL Sa{ 1 Z LR 1 Sw I l7 W Z Z I I w a l + a o w O�SEiEcb{LfiEwmsimGjak 35' i ¢ m URETHANE SEALANT�� • URETHANE SEALANT 2B• I o )8509B09 (FYHILM509S09 $ (FULL WIDTH » BY PS DOORS n in+vlo i t -- -----T- -- -----� 'm SWELL PASTE - SWELL PASTE CONT.BEAD(RILL WIDTH COW.BEAD(FULL WIDTH) t3�• A I A y BSDosoj LY500507 732' DETAIL E i 0" I I WET SIDE ELEVATION-FRAME ONLY SECTION C-C _ RW. HRLvsHDla n�c�-iavEoeY FNIat NG NAME: ABM OB59160I ;BALEBarmRRA5m �mY, 1 ~. 1 + - - + hMIPCIY-DnlCaltidfP�Flbm — _ _ i_.._.�_.._ j ® SMORS 1 DNOSTATUM 1 DATEII/7!(m16 F6 Pd- >LIF TO:NR#&'M VDNA ODNSIMICTION NC PpoPIDTMYANOCOMaDDFLYLOTawFm .I raPCar-paloorslH...HwLr,euomlr _ _ — APPROVAL DRAWING f _ 1 r Dorcw••s" FSOW TO KENNETH wvu C0NS1�CT�I VIC y SUBMITTAL 1_.--_�.��,O m ®.Te uouo ~ScuE:MTB ( GR FAX F�OW4O.fNo5EDo1� _ AHATnWwrTS Hu®NwoeaRwm DwG BY; 6mpe HM.mIJ�baSI9- IHN�,ECTNNEtTAMRAIIEBIDFJNE� - �_.ESTTNT®PARTGLSBY LYtlwrr.�@L88__.RwiHWTMWTB11b10BLTeaa.P/ _ t_ FAA)0_�.7�687W {9p ( -. }. -_-.• .:•- _ G i PORSAANA DWOR OBPS06I.B01 OODIMALLIOTIII®IVFD QLEO®:E:S/i1/2yR@T Ri OF S C - _;.: -�:..•= '=�.,sue. � i ALUMIINUMMOUS GEARED HINGE � TT1 �s \ I PADLOCK HASP O SEcnoNF-*! DETAIL G I oETau 1 NOTES. - -DUE TO GASKETING NECESSARY FOR FLOOD REQUIREMENTS,MANUAL DOOR iH CLOSERS MAY NOT PROVIDE SUFFICIENT FORCE TO AUTOMATICALLY CLOSE AND LATCH DOOR 1 -BUILDERS HARDWARE NOT RATED TO BE WATERTIGHT WHEN LOCATED BELOW I 1 PROJECTED WATER HEIGHT AND WILL CONTRIBUTE TO INCREASED LEAKAGE POTENTIAL -SILL GASKET AND RETAINER REQUIRES FIELD ADJUSTMENT O ALL HARDWARE WILL REQUIRE FIELD ADJUSTMENT I ® �rnreln ra rsge>oett.� lale.aoep 1 Ter�eoemn eae rre nerr br rlre rro aeb F 1 F .ae ee.weer..ire I ,�,,,eve d 4YW wdae r.rb ae. o ,epe.�a,d Me ae�easa9a. aemres a9m�. 1 j .a,e.esa9�aae.er...p�e, O PADLOCK ,ASP— O O 0 hLtrro Aretlbds lol:. o .11-30-16 CATALANO: i NOTE:PS WATERTIGHT DOOR SHOP DRAWINGS ARE APPROVED WITH THE RI UNDERSTANDING THAT,AS THE AS-BUILT CONCRETE OPENING FOR THE DOOR DOES NOT MATCH THE DIMENSIONS SHOWN ON THE FOUNDATION 1 PLAN.CATALANO ARC"ITECTS IS NOT RESPONSIBLE FOIR COHI:CRAIUNG I REQUIRED CLEARANCES FOR PLACEMENT AND REMOVAL OF EQUIPMENT VVET SIDE ELEVATION-OPEN DETAIL H INTO AND OUT OF THE WATERPROOF VAULT. 1 �-- — �APPROVALDRAWMO „�normmellou - T ,gym, , MTE rc9emerTmnlc ;i)aOWOPENINGNAME 'IYEB "ml�$ORDENNOtmD10�CTY 1 �� PS DOORS 'j p uomMaEln9aau9rm�.-.�. Id 'I��FiM Rre ®wiQ lff-IIIE'f11 VON�C0ef81RUL'llpl YM RYe Cm-plJcwl9ew.rwe0e�lteu � rrATell/LT/A :sanTal�/�nlwrucamralecrgnNe SUBMITTAL 1 T®mwv.nwe.e.00am I eR8 _ GRANDFDOMNOWD] rTap GrllYw• BW► _ _— _-- .._.. _ ... _ . I� fe W.�P WI.A14464 9 AW� EsrI+ATEDpAarolasrwEw+n:4mles ^� „� owo�aExaeaweo+ _�_ — ---—-,--��E.9/tt/2�it�iraoc a � e E Silman MEMORANDUM Date: January 30,2017 Project Name: Samra Residence Attention: Garrett Avery Silman Project M 16917 Company: Catalano Architects RE: Waterproof vault structure Structural From: Nat Oppenheimer cc: Engineers Silman is the structural engineer of record for the new residence at 265 Seapuit Road, 1n Devonshire Street Osterville,MA,02655.The project includes a new mechanical vault that sits below the Boston,MA 02109 design flood plain elevation.The vault is in a FEMA AE Special Flood Hazard Zone and is not 617 695 6700 silman.com subject to moderate wave action.The structure of the mechanical vault is a reinforced cast- in-place concrete mat slab bearing on helical piles,reinforced cast-in-place concrete walls, and concrete on metal deck on steel framing roof(acting as the floor framing for the first floor above.The structure is designed for requisite flood loading as mandated by the applicable building code. Please don't hesitate to contact our office with any questions. ALA A cy �b+ op E MER g CA N 4 3 Nat Opp Executive Vice President NEW YORK WASHINGTON DC BOSTON Catalano Architects Inc. 115 Broad Street Boston,MA 02110 phone 617.338.7447 facsimile 617.338.6639 www.catalanoinc.com Letter of Compliance 21513- Sam Residence, 265 Seapuit Road Osterville, MA June 5, 2018 To All Concerned, This letter is to certfy that the construction on the Mechanical Waterproof Vault was built 0 in accordance with the drawings and specifications as outlined by the structural engineer of record: Silman Enggineering of 111 Denovonshire Street, Boston. Please refer to drawings S1.0a, F.0.1,F.0.2, .0.3(#5), F.0.5(#20), F.0.11, F.0.12. All components of the Mechanical Waterproof Vault including rebar,concrete placement, and waterproofing were executed in a manner constistant with the design and all aspects of the work were completed as required. Sincerely, �\S�ERED �.�o�a'� P. Cg d ~ Z F No. 6855 O �n eOSTON �o M A �`i '12L J Thomas P. Catalano, SPA ` '> N OF MN`'.. 1 AIA, President Catalano Architects 115 Broad Street, FI 2 Boston, MA 02110 ph: 617.338.7447 ext 125 ` fax: 617.338.6639 Direct dial 617.982.7465 { • I Catalano Architects Inc. 115 Broad Street Boston,MA 02110 phone 617.338.7447 facsimile 617.338.6639 www.catalanoinc.com a October 12,2017 0- Mr. Brian Florence cep t Building Commissioner 4 Town of Barnstable 200 Main Street n . Hyannis, MA 02601 RE: 265 Seapuit Road Osterville Dear Mr. Florence, Thank you for taking the time to meet with me to disucss the electrical vault at the above referenced project. Based on our conversation I have reached out to our consultants and the builder,and I am confident that we can get the issue resolved to your satisfaction. I was surprised to learn that there was an issue with the design of the electrical vault as it was something that I specifically reviewed with'Commissioner Perry prior to our building permit application.We took Commissioner Perry's issuance of a building permit,with the design of this electrical vault clearly shown on the drawings, as an approval of the design and use of a vault that is in the flood zone. Commissioner Perry asked for supporting letters from our consultants and I have attached copies of them here. Our structural consultant has designed similar vaults in other jusridictions,and they have been approved and constructed in a fashion similar to our design. I have inquired with the contractor to ensure that the work complies with ASCE 24,as per your request,and I have been told that the work does indeed meet those requirements. The building that houses the electrical vault may be considered as a utility and miscellaneous Group U structure,as it is an accessory to a one or two family residence and it is not designed for occupancy. Under Section 61001, Paragraph 61001.6,we are allowed to accept electrical systems if they are "designed to prevent water from entering or accumulating". I have attached the full text of the paragraph here: G1001.6 Protection of mechanical,plumbing and electrical systems. Mechanical, plumbing and electrical systems, including plumbing fixtures, shall be elevated tc or above the design flood elevation. Exception: Electrical systems, equipment and components; heating,ventilating, air conditioning and plumbing appliances; plumbing fixtures,duct systems and other service equipment shall be permitted to be located below the design flood elevation provided that they are designed and installed to prevent water from Catalano Architects Inc. 115 Broad Street Boston,MA 02110 phone 617.338.7447 facsimile 617.338.6639 www.catalanoinc.com entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to the design flood elevation In compliance with the flood- resistant construction requirements of this code. Electrical wiring systems shall be permitted to be located below the design flood elevation provided they conform to the provisions of NFPA 70. Our structural engineer has designed the structure to resist buoyancy,and the vault door . is designed to resist water entry. In fact,the higher the flood water elevation,the tighter the door will seal. 0 As per your suggestion,the owner has agreed to enter into a service contract with a local pl�ovid(.r to ensure that the "submarine"vault door will be closed prior to any potential flood event.Also as per your suggestion,we will add a door closer to the vault door to ensure that it is kept in the closed partition. During the conversation you mentioned "alternative compliance"which is what I thought Commissioner Perry had granted us with the issuance of the building permit. In further reading of the IBC, it seems that we do not need "alternative compliance" under the 2015 code as there is an exception for elevtrical equipment in accessory buildings. Please understand that we have not taken the design issues lightly.We fully respect the issues pertaining to potential floods and sea level rise. Our client took the extraordinary step of permitting and constructing a revetment wall around the perimeter of the site to prevent his site from sea level rise.As the entire site is within the flood plain,there was no easy solution to getting the electrical equipment above the BFE. Of course we could have put all the electrical equipment on raised pedestals, but that would have been an aesthetic problem and it would have been less than sympathetic to the abutters who would be confronted with the sight and noise issues associated with exposed equipment. Rather, our client took the more expensive route of having us design a structure to contain the equipment in a ballasted waterproof vault. Please let me know if we have adequately addressed the concerns that you raised in our meeting. Respectfully omas P. Catalano Catalano Architects, Inc. Cc:Jim Koulopoulos, Garrett Avery I silm, an MEMORANDUM Date: January 30,2017 Project Name: Samra Residence Attention: Garrett Avery Silman Project#: 16917 Company: Catalano Architects RE: Waterproof vault structure :$ uctural From: Nat Oppenheimer cc: En&le ers; Silman is the structural engineer of record for the new residence at 265 Seapuit Road, Ill Devonshire;Street Osterville,MA,02655.The project includes a new mechanical vault that sits below the Boston,MA 02109 617 695 6700 design flood plain elevation.The vault is in a FEMA AE Special Flood Hazard Zone and is not silman.com subject to moderate wave action.The structure of the mechanical vault.is a reinforced cast- in-place concrete mat slab bearing on helical piles,reinforced cast-in-place concrete walls, and concrete on metal deck on steel framing roof(acting as the floor framing for the first floor above.The structure is designed for requisite flood loading as mandated by the applicable building code. Please don't hesitate to contact our office with any questions. �A`�H sic► M CP R Q S �' N 3 Nat Opp w, Executive Vice President 0 NEW YORK WASHINGTON DC BOSTON 04 Silman MEMORANDUM Date: January 30,2017 Project Name: Samra Residence Attention: Garrett Avery Silman Project#: 16917 Company: Catalano Architects RE: Waterproof vault structure Structural; From: Nat Oppenheimer cc: 'Engineers; - Silman is the structural engineer of record for the new residence at 265 Seapuit Road, III Devonshire,Street Osterville,MA,02655.The project includes a new mechanical vault that sits below the Boston,MA o2io9 design flood plain elevation.The vault is in a FEMA AE Special Flood Hazard Zone and is'not 617 695 6700 silman.com subject to moderate wave action.The structure of the mechanical vault is a reinforced cast- in-place concrete mat slab bearing on helical piles,reinforced cast-in-place concrete walls, and concrete on metal deck on steel framing roof(acting as the floor framing for the first floor above.The structure is designed for requisite flood loading as mandated by the applicable building code. Please don't hesitate to contact our office with any questions. NAT l y� N ZOPE RW S N 3 Nat Opp Executive Vice President .NEW YORK WASHINGTON DC BOSTON ALLREDwwwallledconsulting.nei Infogalliedconsulting.net consulting engineering services,inc. Catalano Architects Inc. January 18, 2017 115 Broad Street Second Floor Boston, Massachusetts 02110 Attention: Mr. Thomas P. Catalano, AIA, LEED AP Subject: Samra Residence 265 Seapuit Road Osterville, Massachusetts Dear Mr. Catalano: The National Electrical Code dictates locations for some electrical service components because of clearance requirements, however, the NEC requirements do not directly address flood protection needs. As such, FEMA guidelines are typically used when designing buildings located in a flood zone. The subject building is located in an "A" zone as defined by FEMA. Per the FEMA P-348 document(Principles and Practices for.the Design and Construction of Flood Resistant Building Utility Systems), the minimum requirement for "A" zone buildings is "Component Protection". Component Protection refers to the implementation of design techniques that protect a component or group of components located below the designated floor plain (DFE) from flood damage by preventing floodwater from entering or accumulating within the system components. The guideline further states: If it is not possible or practical to raise power-handling equipment above the DFE, measures can be taken to protect the equipment at elevations below the DFE. For example, a watertight enclosed wall can be built around the electrical equipment that is located below the DFE. The top of the enclosure must be at or above the DFE and there must be a watertight access to the equipment for maintenance. Per my understanding, the subject building and its electrical system have been designed to comply with this guideline. If you require any additional information, or if we can be of further assistance in this matter,please do not hesitate to contact this office. Sincerely, Ami Patel, P.E. Massachusetts Office 1 215 Boston Post Road I Sudbury,Massachusetts 01776 1 tel:978.443.7888 1 fax:978.443.4636 Rhode Island Office 1 151 Lavan Street I Warwick Rhode Island 02888 1 tel:401.461.7888 Connecticut Office 1 165 State Street,Suite 405 1 New London,Connecticut 06320 1 tel:860.506.7888 Documentl f ALLIa■ D www.allledconsulting.net Info@allledconsulting.net consultin-gengineering services,inc. Catalano Architects Inc. January 18, 2017 115 Broad Street Second Floor Boston, Massachusetts 02110 Attention: Mr. Thomas P. Catalano, AIA, LEED AP Subject: Samra Residence 265 Seapuit Road Osterville, Massachusetts Dear Mr. Catalano: The National Electrical Code dictates locations for some electrical service components because of clearance requirements, however, the NEC requirements do not directly address flood protection needs. As such, FEMA guidelines are typically used when designing buildings located in a flood zone. The subject building is located in an "A" zone as defined by FEMA. Per the FEMA P-348 document(Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems), the minimum requirement for "A" zone buildings is "Component Protection". Component Protection refers to the implementation of design techniques that protect a component or group of components located below the designated floor plain(DFE) from flood damage by preventing floodwater from entering or accumulating within the system components. The guideline further states: If it is not possible or practical to raise power-handling equipment above the DFE, measures can be taken to protect the equipment at elevations below the DFE. For example, a watertight enclosed wall can be built around the electrical equipment that is located below the DFE. The top of the enclosure must be at or above the DFE and there must be a watertight access to the equipment for maintenance. Per my understanding, the subject building and its electrical system have been designed to comply with this guideline. If you require any additional information, or if we can be of further assistance in this matter, please do not hesitate to contact this office. Sincerely, JAmi Patel, P.E. Massachusetts Office 1 215 Boston Post Road I Sudbury,Massachusetts 01776 1 tel:978.443.7888 1 fax 978.443.4636 Rhode Island Office 1 151 Lavan Street I Warwick,Rhode Island 028881 tel:401.461.7888 Connecticut Office 1 165 State Street,Suite 405 1 New London,Connecticut 06320 1 tel:860.506.7888 Documentl The Commonwealth of Massachusetts Division of Professional Licensure Office of Public Safety and Inspections 1 Ashburton Place, Boston, MA 02108-1618 Certificate for Use of Elevator In Single Family Owner Occupied Residence Chapter 143 General Laws, as amended Location: 265 SEAPUIT ROAD, BARNSTABLE, Capacity (Ibs): 120 02655 Speed (fpm): 25 Issued On: June 5, 2018 State ID#: 21-D-17314 Inspection #: INS-131913 Chapter 143 of the General Law,Section 65 states the (elevator inspection) certificate shall be posted in a conspicuous place in or near the cab or car of such elevator. Periodic inspection by OPSI is not required for this device; however, Chapter 143 of the General Law, Section 64 requires inspection by OPSI following any alterations or modernizations requiring an OPSI permit. Cha'if es Routine maintenance and timely repair of this device is necessary to kbm,m oner ensure rider safety and must be performed by a licensed elevator mechanic. IN CASE OF ACCIDENT NOTIFY (508) 820-1444 AT ONCE. REPORT UNSAFE CONDITIONS TO BUILDING MANAGER / OWNER U.S. DEPARTMENT OF HOMELAND SECURITY & OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: David Samra A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 265 Seapuit Road(Main House) City — State ZIP Code Barnstable Massachusetts 02655 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Assessors Map 094, Parcel 004;Certificate#204739 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.41-38-05.60 Long.70-24-04.98 Horizontal Datum: NAD 1927 x�NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used td obtain flood insurance. A7. Building Diagram Number 7 - A8. For a building with a crawlspace or enclosure(s): (Drive Under Garage-See Below) a) Square footage of crawlspace or enclosure(s) 3312.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b (See attached) sq in d) Engineered flood openings? 0 Yes R No A9. For a building with an attached gare9e: a) Square footage of attached garage 1441.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A9.b (See Attached) sq in d) Engineered flood openings? Z Yes No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number 132:County Name B3. State Barnstable 250001 Barnstable County Massachusetts B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 25001 CO544 J 07-16=2014 07-16-2014 AE 12 ti B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: FIS Profile 0 FIRM ❑Community Determined R Other/Source: B11. Indicate elevation datum used for BFE in Item 139: NGVD 1929 x❑NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes Zx No Designation Date: ❑ CBRS R OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008Expiration Date: November 30,2018 . IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑Building Under Construction' Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1 A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Smartnet RTK Network Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 Z NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4.40 Z feet ❑ meters b) Top of the next higher floor 13.30 2]feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A Z feet ❑meters d) Attached garage(top of slab) 4.40 Z feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 13.30 Z feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 3.80 Z feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 13.30 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A ❑x feet ❑ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No Z Check here if attachments. Certifier's Name License Number Sean M. Riley, P.E. 46715 Title Civil Engineering Division Manager a yEF Company Name 4, f-1 Coastal Engineering Co., Inc. " JIL 9 g (CEC Proj. No.C18236.00) o 4671S Address4 �. do 260 Cranberry Highway .off Gisl GSA City State ZIP Code Orleans Massachusetts 02653 Signature Date Telephone Ext. 06/01/18 (508)255-6511 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) AB(a)Includes drive under garage area of 1,441 s.f.; A8(b) 12 of the 22 flood vents are within 1 foot of finish grade; A9(b)Garage is part of enclosed space and vents have been accounted for; C2(a)Garage slab at elev.4.4 and crawl space at elev.9.2; C2(e)Lowest utility is inside a waterproof vault under the pool house at elev. 5.9(See photos) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is EJfeet meters ❑above or below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is feet meters above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet meters above or below the HAG. E3. Attached garage(top of slab)is ❑feet meters above or ElbelowtheHAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters ❑above or ObelowtheHAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes o No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments i ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement) feet meters of the building: E]feet Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10. Community's design flood elevation: E]feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) i ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear VievJ',- and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. =• � _ s 2 erg Photo One t Photo One Caption Front View Clear Photo One a: Photo Two Photo Two Caption Rear View Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Main House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken, "Front View" and 'Rear View", and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. 1 Photo i - •. Photo Three Caption Left Side View&Flood Vents Clear Photo Three V-�Feler- P Photo Four Photo Four Caption Utilities in Waterproof Vault Under Pool House Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 h SMART VEW Foundation Flood Vents INSULATED This series of vents is ideal for areas requiring flood venting protection but no natural ` I air ventilation. The flood door contains a 2" Styrofoam core that has an R-value of 8.34 and the vent frame is lined with felt weather stripping, helping to keep the enclosure as insulated from the elements as possible. IDEAL FOR: v • Garages • Full height enclosures (e.g. walkouts) • Conditioned crawlspaces 1 • Storage facilities • Metal buildings ' • Foyers I I Flood Vera ,, i x 1540-520 Stacker 1540-521 Stacker Models are twice as efficient as a single unit and are a great solution __.. ._...., for large amounts of square footage, and in situations where there is not enough wall space to fit in I I'single units. units. Pictured in Woo -an Wa l l ` �t powder coat 1540-570 paintgroy Wood Wall Models are designed to fit between studs spaced at 16"on center. Pre-drilled slots in the four corners on the vent flange make for an easy installation. For more information on Flood Protection Solutions,,contact: Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email: nfoQsmartvent.com 5., _ _ �t� 5.,� •` ..jam �. STANDARD FINISH POWDER COAT WHITE POWDER COAT PAINT OPTIONS: +ir Custom colors also oval;". MODEL NUMBER FLOOD COVERAGE VENT SIZE ROUGH OPENING r.. y. 1540-520 200 sq.ft. 16"w x 8"H x 3"D 16 4 in x 8 a in 1540-521 400 sq.ft. 16"W x 16"H x 3"D 16 a in x 16$in 1540-570 200 sq.ft. 142"W x 8 Z'H x 3"D 14 Z in x 8 4 in To view other sizing options see Multi-frames For more information on Flood Protection Solutions, contact: Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8366 Email: infogsmartvent.com U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: David Samra A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number. Box No. 265 Seapuit Road(Guest House) City State ZIP Code Barnstable Massachusetts 02655 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Assessors Map 094, Parcel 004; Certificate#204739 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.41-38-04.87 Long.70-24-07.13 Horizontal Datum: NAD 1927 Zx NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1337.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b. (See Attached) sq in d) Engineered flood openings? Z Yes M No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? Yes ❑No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2, County Name B3. State Barnstable 250001 Barnstable County Massachusetts B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 25001 CO544 J - 07-16-2014 07-16-2014 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile Nx FIRM EJ Community Determined ❑Other/Source: B11. Indicate elevation datum used for BFE in Item 69: NGVD 1929 ❑x NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes Zx No Designation Date: CBRS OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 I ELEVATION CERTIFICATE OMB No. lsa Expiration Date:te: November 30,2018 IMPORTANT:In theses aces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑Building Under Construction" 0 Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Smartnet RTK Network Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 Z NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 6.00 feet ❑ meters b) Top of the next higher floor 13.80 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A feet ❑meters 1, d) Attached garage(top of slab) N/A Z feet ❑ meters " e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) (see comments) 13.80 0 feet ❑ meters Lowest adjacent(finished)grade next to building(LAG) 5.50 feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 13.10 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A ❑x feet ❑ meters SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No ❑x Check here if attachments. Certifier's Name License Number Sean M. Riley, P.E. 46715 Title Civil Engineering Division Managers Er N Company Name RII Coastal Engineering Co., Inc. �' -1 IL � 9 9 (CEC Proj. No.C18236.00) Address o. -16'71.5 260 Cranberry Highway o� FGls-rFQ� !v �as�fiJHAI.E�C� City State ZIP Code Orleans Massachusetts 02653 Signature Date Telephone Ext. .r` 06/01/18 (508)255-6511 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) C2(e) Lowest utility is inside a waterproof vault under the pool house at elev 5.9. (See photos) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 1 ELEVATION CERTIFICATE OMB No. 1 ate: N08 Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is feet ❑meters above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is feet Elmeters D above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet []meters ❑above or below the HAG. E3. Attached garage(top of slab)is feet nmeters above or nbelowtheHAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters ❑above or 11belowtheHAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes Ej No n Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or dommunity-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement) feet meters of the building: E]feet Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10. Community's design flood elevation: [:]feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e),if applicable) i f ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View; and, if required, "Right Side View'and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 4 ITS, rpm Moto Id Photo One Photo One Caption Front View Clear Photo One Photo Two Photo Two Caption Rear View Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 t ' BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT:In theses aces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 265 Seapuit Road(Guest House) City State ZIP Code Company NAIC Number Barnstable Massachusetts 02655 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View; and, if required, 'Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. �.- ,,09 < ' ' ��t�, �.a" .+"a.:� ,+��F..,,��tT �!q �"t 'a+jc�t`r f•s J I ' � t •,y �°,�w ... }.- ILI C .� .. _ � �� 'f�t�C!,r7.gxW'�'...yi,�a�'+f:/ ,yy'r�7`j��ti y x "•`+�j '# � *� � ►.:.�' ��: t •4�Z-�✓�.. .��` �� ♦x'��•� -.7v 1. �� +y n}y.�� 4�iy IC. ^s },��3�.`1.y�1My',�4... yy�.'( mil* �•� i � �.7^`�t�� j .�Y�ti <�.�r�, i�, '(A.� { ,�'W Y'• �� i.,{ '`�'�`' + 1,.•+}JF�''i�.t� Y.`h.JJ r�r=�0,`i 'r' .z I - - . x t Photo Three Caption Right Side View Clear Photo Three f r t •, ' I ,t a n ♦ fi! ��,L! �' Photo Four Photo Four Caption Utilities in Waterproof Vault Under Pool House Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 A V •C INSULATED aERIES - - This series of vents is ideal for areas requiring flood venting protection but no natural ' I air ventilation. _ The flood door contains a 2" Styrofoam core that has an R-value of 8.34 and the vent frame is lined with felt weather stripping, helping to keep the enclosure as insulated from the elements as possible. ` IDEAL FOR: • Garages ` • Full height enclosures (e.g. walkouts) : . • Conditioned crawlspaces ( 1 • Storage facilities • Metal buildingsµ • Foyers .. Flood Vents., _ 1540-520 Stacker 1540-521 Stacker Models are twice as efficient - as a single unit and are a great solution for large amounts of square footage, and in situations where there is j not enough wall space to fit ins---� single units. Pictured in ( I Wood Wa l l 12 powder coat 1540-570 pa' gray Wood Wall Models are designed to fit between studs spaced at 16" on center. ` Pre-drilled slots in the four corners on the vent flange make for an easy installation. I . For more information on Flood Protection Solutions,,contact: Smart Vent 430 Andbro Drive, Unit 1 • Pitman, NJ 08071 Website: www.smartvent.com Tel: (877) 441-8368 Email:,info@smartvent.com SMART VENT , Foundation Flood Vents , \`.•�•r, Ir- I fig �� '" .♦ I I •5 j �fr �".cT. � y A ;W MODEL NUMBER FLOOD COVERAGE VENT SIZE ROUGH OPENING i 1540-520 00 . r' 0• . 15413-570 00 For more Information on'flood'Pif 6t 430 An.bro Drivb'jpit 1 • 8 ! 1 a t i At Protecti* ng Utl* ll* ty From Flood Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems FEMA P-348, Edition 2 / February 2017 A. • FEMA 1 d About the Cover There are various approaches to protect building utilities from flood damage.The photograph on the left shows an elevated wa- ter heater in the garage of a Florida residence,taken by Steve Martin of the Florida Floodplain Management Office and used with permission.The FEMA photograph on the top right shows two elevated air conditioning compressors outside a North Carolina residence.The FEMA photograph on the bottom right shows a floodproofed fuel pump enclosure in a New York City commer- cial high-rise following Hurricane Sandy. Note these same cover photographs can be found on the banner at the start of each section of the publication,along with a fourth FEMA photograph showing elevated boilers in a New Jersey fire station following Hurricane Sandy. All other photographs in this document are public domain or taken by FEMA or a FEMA contractor. I All illustrations or comments in this document were created by FEMA or a FEMA contractor unless otherwise noted. Questions on this manual are welcome and should be addressed to FEMA Building Science (http://wwwfema.gov/building-science) through the FEMA Building Science Helpline at FEMA-Buildingsciencehelp@fema.dhs.gov or call (866) 927-2104. i ►i�'� � .F•,., � ifs Protecti* ng9 Utl* ll* ty Systems From Flood Principles - the Design . . Construction of • • • Resistant Building Utility Systems FEMA 4: Edition 2 February1 FEMA i i Acknowledge me Authors and Key Contributors David K. Low,P.E.,DK Low and Associates Deborah Mills, CFM,Dewberry Rebecca Quinn,CFM,RCQuinn Consulting Adam Reeder,P.E., CFM, CDM Smith John Squerciati, P.E.,CFM,Dewberry Reviewers and Contributors Stuart Adams,CFM, Stantec Daniel Bass,RA,CFM,FEMA Headquarters Emily Booth,E.I.T.,CFM,CDM Smith Larry Buss,ASFPM Diana Castro,AECOM William Coulbourne, P.E., SE,AECOM Gary Ehrlich,National Association of Homebuilders Mark Heinrich, P.E.,LEED AP BD+C, Dewberry John Ingargiola,E.I.T., CFM, CBO,FEMA Headquarters Russell James,P.E.,LEED AP BD+C,Dewberry Laurel McGinley,P.E.,Dewberry Kim Paarlberg,International Code Council Manuel Perotin, P.E., CDM Smith John "Bud" Plisich,FEMA Region IV George Riedel, CFM,Michael Baker Corporation Adrienne Sheldon, P.E.,CFM,AECOM PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE i Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems l ACKNOWLEDGEMENTS Dan Spafford,FEMA Headquarters } Pat Suber, FEMA Headquarters French Wetmore,CFM,French&Associates Gregory Wilson, CFM,FEMA Headquarters Stacy Wright,AICP, CFM,Atkins Technical Editing, Layout and Illustration Erin Ashley, PhD, LEED AP,Atkins Jennifer Hill,Dewberry Julie Liptak, Stantec Lee-Ann Lyons,AECOM Daniel Medina, PhD, P.E., CFM,Atkins Samuel Rosenberg,Dewberry Billy Rupert,AECOM . (I ii PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I Table o ovens Acknowledgements...........................................................................................................i Acronyms........................................................................................................................xi 1.0 Introduction — Building Systems and Flood Hazards ................................................ 1-1 1.1 Intended Audience................................................................................................................................1-2 1.2 How to Use this Publication.................................................................................................................1-2 1.2.1 Basic Process............................................................................................................................1-2 1.2.2 Icons .......................................................................................................................................1-3 1.3 Background...........................................................................................................................................1-3 1.3.1 The National Flood Insurance Program (NFIP)........................................................................1-3 1.3.2 Regulated Flood Hazard Areas..................................................................................................1-4 1.3.3 Risk Assessment and Risk Reduction........................................................................................1-7 1.4 Flood Hazard Characteristics and Flood Loads......................................................................................1-9 1.4.1 Flood Elevation or Flood Depth...............................................................................................1-9 1.4.2 Flood Velocity .......................................................................................................................1-10 1.4.3 Wave Loads............................................................................................................................1-10 1.4.4 Other Impacts of Flooding ...................................................................................................1-1 1 1.5 NFIP Flood Insurance Considerations.................................................................................................1-13 2.0 Regulatory Framework— NFIP Regulations and Building Codes .............................2-1 2.1 NFIP Regulations for Building Systems/Utilities...................................................................................2-1 2.2 Achieving Compliance—New Construction, Substantial Improvement and Substantial Damage..........2-2 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE iii Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems TABLE OF CONTENTS 2.3 Compliance Not Required—Non-Conforming Existing Buildings, No Substantial Improvement or SubstantialDamage...............................................................................................................................2-3 2.4 Building Codes......................................................................................................................................2-4 2.5 Standards...............................................................................................................................................2-6 2.6 Building Occupancies...........................................................................................................................2-7 2.6.1 Residential...............................................................................................................................2-8 2.6.2 Non-Residential.......................................................................................................................2-8 3.0 Compliance and Mitigation Measures................................................................3-1 3.1 Elevation and Relocation.......................................................................................................................3-1 3.2 Component Protection..........................................................................................................................3-3 3.2.1 Protection of Exposed Risers, Conduits, and Cables.................................................................3-6 3.2.2 Protection of Duct Systems......................................................................................................3-7 3.2.3 Specially Designed Equipment.................................................................................................3-7 3.3 Other Mitigation Options—Partial Protection Measures.......................................................................3-8 3.3.1 Flood Damage-Resistant Materials ...........................................................................................3-8 �I 3.3.2 Fast Replacement of Components............................................................................................3-8 3.3.3 Emergency Measures................................................................................................................3-9 3.3.4 Quick-Connect Mechanisms..................................................................................................3-1 1 3.3.5 Summary of Mitigation Concepts for Building Utility Systems..............................................3-1 1 4.0 Mitigation Measures for Residential Buildings...................................................4-1 4.1 Heating,Ventilation and Air Conditioning (HVAC) ..............................................................................4-6 4.1.1 Flood Risks to HVAC Components...........................................................................................4-8 4.1.2 Mitigation for HVAC Components.........................................................................................4-10 4.1.2.1 Mitigation for Primary Components.........................................................................4-13 4.1.2.2 Mitigation for Secondary Components ....................................................................4-17 4.2 Electrical Systems................................................................................................................................4-21 4.2.1 Flood Risks to Electrical Systems ...........................................................................................4-24 4.2.2 Mitigation for Electrical Systems............................................................................................4-25 4.2.2.1 Mitigation for Primary Components ........................................................................4-25 4.2.2.2 Mitigation of Secondary Components .....................................................................4-28 iv PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I TABLE OF CONTENTS 4.2.2.3 Mitigation of Miscellaneous Electrical Systems.........................................................4-30 4.2.2.4 Other Mitigation Considerations for Electrical Systems ............................................4-30 4.3 Plumbing Systems...............................................................................................................................4-31 4.3.1 Flood Risks to Plumbing Systems...........................................................................................4-35 4.3.2 Mitigation for Plumbing Systems...........................................................................................4-35 4.3.2.1 Mitigation for Private Wells.......................................................................................4-39 4.3.2.2 Mitigation for Onsite Waste Disposal Systems...........................................................4-40 4.3.3 Mitigation for Fire Protection Systems...................................................................................4-41 4.3.4 Mitigation for Pools and Spas.................................................................................................4-42 4.4 Fuel Systems and Tanks........................................................................................................................4-43 4.4.1 Flood Risk to Fuel Systems and Tanks.....................................................................................4-45 4.4.2 Mitigation for Fuel Systems andTanks ...................................................................................4-47 4.5 Conveyances—Elevators and Lifts .......................................................................................................4-51 4.5.1 Mitigation Measures for Elevators..........................................................................................4-53 4.5.2 Mitigation Measures for Lifts.................................................................................................4-54 5.0 Mitigation Measures for Non-Residential Buildings ..........................................5-1 5.1 Heating,Ventilation and Air Conditioning (HVAC) ..............................................................................5-7 5.1.1 Flood Risks to HVAC Components.........................................................................................5-11 5.1.2 Mitigation for HVAC Components.........................................................................................5-12 5.1.2.1 Mitigation for Primary Components.........................................................................5-12 5.1.2.2 Mitigation for Secondary Components.....................................................................5-15 5.2 Electrical Systems................................................................................................................................5-18 5.2.1 Flood Risks to Electrical Systems ..........................................................................................5-22 5.2.2 Mitigation for Electrical Systems............................................................................................5-22 5.2.2.1 Mitigation for Primary Components ........................................................................5-22 5.2.2.2 Mitigation for Secondary Components.....................................................................5-25 5.2.2.3 Mitigation for Emergency and Standby Power Systems.............................................5-25 5.2.2.4 Mitigation for Miscellaneous Electrical Systems........................................................5-27 5.3 Plumbing Systems...............................................................................................................................5-28 5.3.1 Flood Risks to Plumbing Systems...........................................................................................5-30 5.3.2 Mitigation for Potable Water Systems......................................................................................5-30 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE v Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems TABLE OF CONTENTS 5.3.2.1 Mitigation for Primary Components.........................................................................5-30 5.3.2.2 Mitigation for Secondary Components.....................................................................5-32 5.3.3 Mitigation for Drain,Waste and Vent (DWV) Systems............................................................5-32 5.3.4 Mitigation for Fire Suppression Systems ...............................................................................5-35 5.3.5 Mitigation for Pools and Spas ................................................................................................5-36 5.4 Fuel Systems and Tanks........................................................................................................................5-3 7 5.4.1 Flood Risk to Fuel Systems.....................................................................................................5-39 5.4.2 Mitigation for Fuel Systems and Tanks ...................................................................................5-39 5.5 Conveyances—Elevators and Escalators...............................................................................................5.43 5.5.1 Mitigation for Elevators..........................................................................................................5-46 5.5.2 Mitigation for Escalators .........................................................................................................5-47 Appendices AppendixA—FEMA Assistance..........................................................................................................................A-1 AppendixB—References ...................................................................................................................................B-1 AppendixC—Resources....................................................................................................................................C-1 AppendixD—FEMA Offices..............................................................................................................................D-1 Figures Figure 1-1. Basic utility flood protection decision process flow chart............................................................1-3 Figure 1-2. Conceptual FIRM showing representative riverine flood zones...................................................1-6 Figure 1-3. Conceptual FIRM showing representative coastal flood zones.....................................................1-7 Figure1-4. Hydrostatic forces........................................................................................................................1-9 Figure 1-5. Hydrodynamic forces................................................................................................................1-10 Figure 1-6. Flood-borne debris impact........................................................................................................1-11 Figure 3-1. Air conditioning compressor elevated on a pedestal. ..................................................................3-2 Figure 3-2. Air conditioning compressor elevated on a cantilevered platform...............................................3-2 Figure 3-3. Protective flood barrier surrounding shed housing back-up power generator. ..........................3-4 Figure 3-4. Dry floodproofing with a substantially impermeable watertight wall and access gate used to protect mechanical and plumbing equipment.........................................................3-6 Figure 3-5. Techniques for proper placement of sandbags ..........................................................................3-10 Figure 3-6. Gravel-filled containers formed a barrier to protect University of Iowa facilities duringa flood event. (2008) ....................................................................................................3-10 vi PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems TABLE OF CONTENTS Figure 3-7. Portable boiler provides heat during repair of flood damage....................................................3-11 Figure 4-1. Example of a residence supplied by two forced-air HVAC systems. .............................................4-7 Figure 4-2. Elevated HVAC condenser units in a coastal zone with a protective railing installed (Galveston Island,Texas).............................................................................................4-12 Figure 4-3. Elevated HVAC condenser unit on cantilevered platform (Port Bolivar,Texas)...........................4-12 Figure 4-4. Placing the interior HVAC unit on an elevated platform and placing the exterior units at a higher grade provides greater protection from flooding............................................4-13 Figure 4-5. Replacing a vertical style interior HVAC unit with an elevated horizontal style unit and placing exterior units at a higher grade provides greater protection from flooding....4-14 Figure 4-6. Relocating the basement HVAC unit to the first floor and placing exterior units at a higher grade provides greater flood protection than in-place elevation..................................4-15 Figure 4-7. Dry floodproofing with a substantially impermeable watertight wall and access gate used to protect mechanical and plumbing equipment.......................................................4-16 Figure 4-8. Alternate dry floodproofing methods for protecting equipment...............................................4-17 Figure 4-9. Creating a concealed soffit to allow a duct trunkline to be relocated........................................4-20 Figure 4-10. Typical residential electrical system. .........................................................................................4-21 Figure 4-11. Typical residential electrical system with an on-site standby generator.....................................4-23 Figure 4-12. Combination meter socket and circuit breaker service disconnect used to allow a main panel to be elevated and protected from flooding when the electrical meter cannotbe moved.......................................................................................................................4-26 Figure 4-13. Home with elevated standby generator, transfer switch and normal/emergency panel.The utility meter and branch circuits below the flood protection level remain vulnerable to damage....................................................................................................4-27 Figure 4-14. Flanged connection (quick connect) for connecting temporary generator (Milford, DE).........4-27 Figure 4-15. Deck provides meter access and allows the meter and main service panel to be elevated and protected from flooding.Electrical components placed below the flood protection level remain vulnerable to flood damage.........................................................4-28 Figure 4-16. Elevating electrical components and routing wiring above the flood protection level protects several primary and secondary electrical components from flood damage..........4-29 Figure 4-17. Placing electrical components to reduce risk from moving floodwater.....................................4-3 0 Figure 4-18. Typical residential plumbing system configuration for a home served by a municipal domestic water system.............................................................................................4-31 Figure 4-19. Components of an on-site potable water system supplied by a well. ........................................4-32 Figure 4-20. DWV system that discharges into a municipal sanitary sewer line.............................................4-33 Figure 4-21. DWV system that discharges into an onsite waste disposal (septic) system...............................4-34 Figure 4-22. Relocation of a primary plumbing system components to an upper floor. ...............................4-36 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE vii Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems TABLE OF CONTENTS Figure 4-23. Floor drain with ball float check valve.......................................................................................4-38 Figure 4-24. Combination gate and check valve............................................................................................4-39 Figure4-25. Sanitary well cap.......................................................................................................................4-39 Figure 4-26. Concrete well cap and the uppermost section of concrete casing..............................................4-39 Figure 4-27. Septic tank with lids and gasketed access covers, concrete risers, and riser caps........................4-41 Figure 4-28. Typical elements of a residential fuel oil system........................................................................4-44 Figure 4-29. Typical elements of a residential flammable gas system—liquid propane (LP) with tank and pressure regulator (left side);natural gas (NG) with meter (right side)............4-45 Figure 4-30. Elevation of fuel system components raises the flood protection level. ...................................4-47 Figure 4-31. Protecting fuel piping from moving floodwater........................................................................4-48 Figure 4-32. Fuel tank elevated on a supporting frame .................................................................................4-49 Figure 4-33. Fuel tank elevated on structural fill............................................................................................4-49 Figure 4-34. An underground fuel tank with sealed cover. Concrete used to resist buoyancy.......................4-50 Figure 4-35. Above-ground tank secured with helical earth anchors.............................................................4-50 Figure 4-36. Typical elements of hydraulic elevators (left) and traction elevators (right). (Source: Otis Elevator Company). .............................................................................................4-52 Figure 4-37. Residential coastal building with passenger lift circled in red...................................................4-53 Figure 4-38. Float switch to control cab descent. (Source: Otis Elevator Company).......................................4-54 Figure 5-1. Primary components of a non-residential,hydronic HVAC system. Note that HVAC components on upper floors are not shown on this simplified graphic............................5-7 Figure 5-2. Indoor water-cooled chiller (left) with rooftop evaporative cooling tower (right) inBridgeville,Delaware...............................................................................................................5-9 Figure 5-3. Air-Cooled rooftop chiller in Georgetown,Delaware..................................................................5-9 Figure 5-5. Dual fuel (fuel oil and propane) boiler,Dagsboro,Delaware. ...................................................5-10 Figure 5-4. Chilled water pump, Georgetown,Delaware. ...........................................................................5-10 Figure 5-5. Dual fuel (fuel oil and propane) boiler,Dagsboro,Delaware.....................................................5-10 Figure 5-6. AHU with a separate chilled water coil (green labels) and hot water coil (yellow labels).The coils are within the unit and are not visible. (Dagsboro,Delaware) .......................5-11 Figure 5-7. Cooling tower placed on an elevated frame.Port Bolivar,Texas. (Hurricane Ike, October18, 2008.)...................................................................................................................5-13 Figure 5-8. In-Place Equipment Elevation of primary HVAC components elevated on supports or frames.Note the source of the flooding in the basement areas can greatly impact the effectiveness of flood protection measures..............................................................5-14 Figure 5-9. Flood risk reduced by relocating primary HVAC components from a subgrade basement level to a higher floor. ...............................................................................................5-15 viii PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems TABLE OF CONTENTS i Figure 5-10. Simplified diagram depicting primary components of a non-residential electrical system........5-20 Figure 5-11. Electrical schematic/riser diagram for a typical non-residential building..................................5-21 Figure 5-12. Simplified diagram showing primary components of a non-residential electrical system mitigated by in-place elevation.Note the source of flooding in basement areas can greatly impact the effectiveness of flood protection measures....................................5-24 Figure 5-13. Simplified diagram showing primary electrical system components mitigated by relocationto higher floors.........................................................................................................5-24 Figure 5-14. Example of protected emergency power system components.The BFE (shown approximately in red) is below the second floor so primary components of the electrical system were elevated well above the required flood elevation....................................5-26 Figure 5-15. Exterior view (top left) and interior views (bottom right) of elevated emergency generator and switchgear at medical center in Galveston,TX.Figure 5-14 is an exterior view of the electric room.............................................................................................5-26 Figure 5-16. Simplified plumbing systems in a non-residential building.......................................................5-29 Figure 5-17. Placement recommendation for water meters exposed to moving floodwater..........................5-31 Figure 5-18. Combination check valve and gate valve...................................................................................5-34 Figure 5-19. Floor drain with ball float check valve.......................................................................................5-35 Figure 5-20. Fire protection piping and sprinkler heads installed along the building ceiling........................5-35 Figure 5-21. Typical elements of a non-residential building supplied with liquid fuel or flammable gas. ....5-38 Figure 5-22. Fuel tank and fuel equipment protected within a flood-resistant vault......................................5-41 Figure 5-23. Fuel tank placed in floodproof vault in basement of commercial high-rise (New York, NY)....5-41 Figure 5-24. Protection of fuel system components exposed to moving floodwaters. ..................................5-42 Figure 5-25. Typical elements of non-residential and large residential hydraulic elevators (left) and traction elevators (right) (Source: Otis Elevator Company)................................................5-44 Figure 5-26. Typical elements of an escalator (Source: Otis Elevator Company)............................................5-45 Figure 5-27. Float switch to control cab descent (Source: Otis Elevator Company).......................................5-46 Figure 5-28. Hydraulic elevator in New York City hospital flooded during Hurricane Sandy.........................5-47 Figure A-1. HMA grants cycle process and the roles and responsibilities of FEMA and State and local governments. ..............................................................................................................A-4 Figure D-1. FEMA Regions and locations of Regional Offices.......................................................................D-1 Tables Table 2-1. Summary of I-Code and standard references for building utility systems in flood hazard areas..2.7 Table 3-1. Summary of Mitigation Concepts for Building Utility Systems. ...............................................3-12 Table 4-1. Summary of utility mitigation measures for residential buildings...............................................4-3 Table 4-2. Typical primary and secondary components of residential HVAC Systems..................................4-8 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE ix Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems TABLE OF CONTENTS Table 4-3. Typical primary and secondary components of a residential electrical system..........................4-24 Table 4-4. Typical elements of residential plumbing systems.....................................................................4-34 Table 4-5. Typical elements of residential fuel systems..............................................................................4-43 Table 4-6. Typical elements of conveyances...............................................................................................4-53 Table 5-1. Summary of utility mitigation measures for non-residential buildings.......................................5-5 Table 5-2. Typical elements of non-residential HVAC systems......................................................................5-8 Table 5-3. Typical elements of a non-residential electrical system. ............................................................5-21 Table 5-4. Typical elements of non-residential plumbing systems.............................................................5-28 Table 5-5. Typical elements of non-residential fuel systems.......................................................................5-37 Table 5-6. Typical elements of non-residential conveyances.......................................................................5-43 Table A-1. Flood Mitigation Projects Eligible for Funding Under HMA Programs....................................... A-3 Table A-2. Cost-Share Requirements for the HMA Program Grants............................................................. A-5 Table A-3. Eligibility of Subapplicants for HMA Program Grants................................................................. A-5 Table A-4. Summary of FEMA assistance resources...................................................................................... A-9 Table D-1. FEMA Region Contact Information............................................................................................D-1 x PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i I _ J List o A AC Air conditioning AHU Air handling unit ASCE American Society of Civil Engineers ATS Automatic transfer switch AWC American Wood Council B BCA Benefit-Cost Analysis BCR Benefit-Cost Ratio BFE Base Flood Elevation BW-12 Biggert-Waters Flood Insurance Reform Act of 2012 C CATV Cable television CAZ Coastal A Zone CCTV Closed circuit television CFM Cubic feet per minute CFR Code of Federal Regulations D DFE Design Flood Elevation DWV Drain,waste, and vent DX Direct expansion PROTECTING BUILDING. UTILITY SYSTEMS FROM FLOOD DAMAGE xi Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i LIST OF ACRONYMS i E EMS Emergency Medical Services ERV Energy Recovery Ventilator F FEMA Federal Emergency Management Agency FIRM Flood Insurance Rate Map FIS Flood Insurance Study FMA Flood Mitigation Assistance G GFCI Ground-fault circuit interrupter H HFIAA Homeowner Flood Insurance Affordability Act (2014) HMA Hazard Mitigation Assistance HMGP Hazard Mitigation Grant Program HRV Heat Recovery Ventilator HVAC Heating,ventilation and air conditioning I-Codes The International Codes IAPMO International Association of Plumbing and Mechanical Officials IBC International Building Code ICC Increased Cost of Compliance ICC International Code Council IEBC International Existing Building Code IFGC International Fuel Gas Code IMC International Mechanical Code IPC International Plumbing Code IPSDC International Private Sewage Disposal Code IRC International Residential Code ISPSC International Swimming Pool and Spa Code IT Information technology xii PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems LIST OF ACRONYMS L LiMWA Limit of Moderate Wave Action LP Liquid propane M MEP Mechanical,Electrical, and Plumbing MSC FEMA Flood Map Service Center MTS Manual transfer switch N NEC National Electric Code (NFPA 70) NEMA National Electrical Manufacturers Association NFIP National Flood Insurance Program NFPA National Fire Protection Association NG Natural gas NIOSH National Institute for Occupational Safety&Health NWS National Weather Service P PA Public Assistance PDM Pre-Disaster Mitigation PNP Private nonprofit organization PRP EE Preferred Risk Policy Eligibility Extension psi Pounds per square inch PVC Polyvinyl chloride S SD Substantial Damage SFHA Special Flood Hazard Area SI Substantial Improvement U UMC Uniform Mechanical Code UPC Uniform Plumbing Code PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE xiii Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems LIST OF ACRONYMS USEC Uniform Solar Energy Code USPSHTC Uniform Swimming Pool, Spa and Hot Tub Code V VPL Vertical platform lift W WFCM Wood Frame Construction Manual 1 xiv PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood.Resistant Building Utility Systems i l j - t CZ 1 .0 Introduction — Building Systems and Fl Hazar s During the past 30 years, flooding in the U.S.has resulted in an annual average of nearly S8 billion in flood loss- es (adjusted for inflation) and 82 fatalities (NWS, 2015). Because of anticipated changes in climate conditions, stronger storms and rising sea levels, flood risk to coastal and interior flood-prone areas is only expected to in- crease,along with its associated losses (U.S. Global Change Research Program, 2014). A significant portion of flood damage is attributed to critical building systems including mechanical, electrical, plumbing and other utility elements.Residents, communities and businesses are all impacted when building util- ity systems are damaged and cause delays in post-flood building re-occupancy. This publication illustrates the design and construction of utility systems that comply with the National Flood Insurance Program (NFIP) requirements for construction of new residential and non-residential structures in j flood-prone areas. It is also useful when evaluating structures that will undergo Substantial Improvement (see Note on page 1-4), guiding users to meet floodplain management regulations and building code requirements. Even if compliance is not required,many building owners may find that applying mitigation measures described in this publication will not only reduce future flood damage, but also facilitate recovery after flooding. This publication addresses mitigation measures for the following building system utilities,equipment,and equip- ment components: _ ■ Mechanical equipment and appliances: heating and cooling equipment and appliances, exhaust systems, duct systems, boilers and water heaters, hydronic . _ NOTE piping,and solar energy systems When a building system,equipment or ■ Electrical systems: service equipment, feeders, equipment component is mentioned panelboards, switches, fuse boxes, cabinets and in this publication, every element and control panels, outlets, receptacles, wiring, and component is included, even if not emergency power generators specifically mentioned or listed here. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 1-1 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 1 INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS ■ Communications: telephone, cable, fiber optic,internet, and Wi-Fi systems. ■ Plumbing:water supply piping, water treatment systems, sanitary drainage,fixtures,laundry appliances, plumbing vents, septic tanks, fire protection systems, and pumps and equipment for pools and spas. ■ Water supply systems:wells,water connections, and filtration and treatment systems. ■ Fuel systems: fuel gas and oil supply pipes, oil tanks, propane tanks, meters, pumps, and gas and oil- fired equipment, and appliances. ■ Conveyances:elevators, escalators, and lifts. In addition, the best practices presented in this publication will improve community resilience and function through: ■ Reduced vulnerability of building system utilities to flooding ■ Reduced recovery time, occupant displacement, and business downtime • Potential reduced NFIP insurance premiums ■ Increased peace of mind 1 .1 Intended Audience This publication is intended for use by people responsible for designing, constructing,operating, or maintaining residential and non-residential buildings, and by local officials responsible for enforcing floodplain management regulations and building codes. Chapters 1, 2, 3, and 4 are of interest to local officials, building owners and ar- chitects, engineers,builders,and contractors for residential buildings.Chapters 1, 2, 3,and 5 are of value to local officials, building owners, architects, engineers, builders, contractors and property managers of non-residential buildings and multi-family buildings. As used in this publication, "residential buildings" refers to detached one- and two-family dwellings and town- houses not more than three stories in height, which are dwellings within the scope of the International Residential Code® (IRC®). As used in this publication, "non-residential buildings" are all structures within the scope of the International Build- ing Codee(IBC®),which are structures not within the scope of the IRC.These buildings include,but are not limited to: health care facilities, public safety buildings (e.g., police, fire, and EMS), government buildings, schools, col- lege and university campus structures, shopping centers, manufacturing sites, commercial office buildings, etc. Notably,residential buildings that exceed the limits of the IRC are within the scope of the IBC.See Section 2.6 for a discussion of building occupancies and the terms "residential" and"non-residential." 1 .2 How to Use this Publication 1.2.1 Basic Process When planning and, ultimately, installing building utility systems, the basic process illustrated in Figure 1-1 should be followed to ensure selection of appropriate flood risk reduction measures for building utility systems that satisfy building code requirements,manufacturer specifications,and local floodplain management regulations. 1-2 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS 1 STEP 1:Review structure location and flood characteristics and identify applicable regulations and building codes(Chapter 2) STEP 2: Evaluate general mitigation measures(Chapter 3) STEP 3: Develop specific mitigation STEP 3:Develop specific mitigation measures for residential buildings measures for non-residential (Chapter 4) buildings(Chapter 5) • Heating,ventilation and air • Heating,ventilation and air conditioning(Section 4.1) conditioning(Section 5.1) • Electrical(Section 4.2) • Electrical(Section 5.2) • Plumbing(Section 4.3) • Plumbing(Section 5.3) • Fuel systems and tanks • Fuel systems and tanks (Section 4.4) (Section 5.4) • Conveyances—elevators and • Conveyances—elevators and lifts(Section 4.5) escalators(Section 5.5) Figure 1-1. Basic utility flood protection decision process flow chart. 1.2.2 Icons The following icons are used to signal information that emphasizes specific points. ! i 1±� Note:Contains important information or references. . A Warning: Highlights potential dangers or concerns. 1 .3 Background 1.3.1 The National Flood Insurance Program (NFIP) The NFIP is a Federal program that was established by the National Flood Insurance Act of 1968 to respond to increased national flood recovery costs during the mid-twentieth century.Owners of property located in commu- nities that participate in the NFIP are able to purchase Federal insurance as protection against flood losses. Flood insurance pays claims when a qualifying flood event occurs.Federal disaster assistance is only available if flooding is declared a major disaster by the President. Participation in the NFIP is based on an agreement between individual States,Tribes, and communities and the Federal Government.To participate in the NFIP, a community must adopt and enforce floodplain management regulations that meet or exceed the NFIP minimum requirements. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 1-3 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i 1 INTRODUCTION - BUILDING SYSTEMS AND FLOOD HAZARDS NFIP requirements for buildings and structures located in the identified Special Flood Hazard Area (SFHA) are in 44 Code of Federal Regulations Section 60.3 (44 CFR §60.3). The criteria NOTE require that new construction and Substantially Improved struc- tures bebuiltwithelectrical,heating,ventilation,plumbin gandair Substantial Improvement is any re- conditioning equipment and that other service facilities be de- pair, rehabilitation, addition or other signed and/or located to prevent water from accumulating in improvement of a structure, the cost their components during flooding [44 CFR §60.3(a)(3)(iv)]. of which equals or exceeds 50 percent 44 CFR §60.3 continues with the provision that all public of its market value before the"start of utilities and facilities such as sewer, gas, electrical, and water constructiod'of the improvement.This systems are to be located and constructed to minimize flood includes structures that have incurred damage [see §60.3(a)(4)(ii)] and provides specific require- Substantial Damage, regardless of ments for water supply systems [§60.3(a)(S)] and sanitary the actual repair work performed or sewage and onsite waste disposal systems [§60.3(a)(6)]. the reason for the damage. Some communities .have adopted a The NFIP regulations and model building codes require ad- cumulative Substantial Improvement herence to requirements for new construction and Substantial value, tracking the cost of improve- Improvement located in SFHAs. The design and installation ments over time. See your building guidance in this publication is also applicable to structures that official or floodplain administrator for are not required to comply with those requirements, such as more information. those outside of the SFHA and those that do not have improve- ment or repair costs exceeding SO percent of their current Additional information on meeting re- market value (see Note on this page). quirements for building systems and utilities follows in this chapter and 1.3.2 Regulated Flood Hazard Areas Chapters 2, 3, 4, and 5. The NFIP Risk Standard: The One-Percent-Annual-Chance Flood The NFIP can offer affordable flood insurance by using risk management (floodplain management) principles to reduce flood losses.The Federal Government established the standard for mapping and regulating flood risk to be the one-percent-annual-chance flood, also referred to as the"base flood" and sometimes called the "100-year flood."The base flood represents a magnitude and frequency that has a 1 percent chance of being equaled or ex- ceeded in any given year.A flood of this magnitude has a 26 percent (1 in 4) chance of occurring over the life of a 30-year mortgage.The one-percent-annual-chance flood standard has been used since the NFIP's inception and is used in more than 22,200 participating communities. 1-4 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS 1 NOTE Base Flood Elevation(BFE)—The elevation of the base flood relative to the datum specified on a com- munity's Flood Insurance Rate Map (FIRM). In any given year, there is a one-percent chance that the base flood will be equaled or exceeded.The BFE is the NFIP's minimum elevation used for design and construction of buildings.Areas affected by the base flood are shown as Special Flood Hazard Areas (SFHAs) on FIRMs. Design Flood Elevation(DFE)—The elevation of the design flood relative to the datum specified on a community's flood hazard map.This elevation is the higher of the base flood or the value designated for a flood hazard area on a community flood map or otherwise designated.Communities may designate another flood elevation in order to regulate based on a flood of record, to account for future increas- es in flood levels based on upland development or to incorporate freeboard.The International Codes® (I-CodesO) and the American Society of Civil Engineers(ASCE) Standard Flood Resistant Design and Construction (ASCE 24)use this term. Freeboard—An added margin of safety expressed in feet above a specific flood elevation, usually the BFE.Some States,Tribes, and many community regulations require freeboard.Freeboard can account for unknown factors,future development and floods higher than the base flood.For example,if a regula- tion or code requires a two-foot freeboard,then new construction and Substantially Improved buildings and their utility systems must be elevated or floodproofed to a minimum of two feet above the BFE.The I-Codes and ASCE 24 incorporate additional height into building elevation requirements. Flood Protection Level—The level(elevation)of the flood used in design of buildings,including building utility systems, equipment and equipment components.As used in this publication,the flood protection level refers to the elevation required by the NFIP, building codes, or locally-adopted regulations. In ad- dition, flood protection level refers to the level selected to provide the desired level of protection when compliance with a code or regulation is not required and designers and owners elect to elevate or pro- tect building utility systems. The Regulated Floodplain:The Special Flood Hazard Area (SFHA) Floodplains are areas subject to inundation from floodwaters. The Federal Emergency Management Agency (FEMA) prepares i. Flood Insurance Studies (FISs) and defines and delineates areas NOTE L at risk for one-percent-annual-chance flooding on Flood Insur- ance Rate Maps (FIRMs). These areas are called Special Flood SFHAs shown on FIRMs indicate ar- Hazard Areas (SFHAs).Communities that participate in the NFIP eas subject to floodplain management adopt FISs and associated FIRMs, which are then used to regu- regulations.They also show where the late development.FISs are prepared using specified engineering purchase of flood insurance is man- models and the physical, hydrologic, and climate conditions datory for buildings financed through in effect at the time the studies were conducted.The resulting federally-backed mortgages and by FIRMs are drawn incorporating the FIS data.FIRMs and FISs are some other lenders. thus a"snapshot"of flood risk at a certain time,and can become outdated as topographic, hydrologic, land use or climate con- ditions change or as engineering methods, data collection and PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 1-5 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS models improve.The FIS, FIRMs and associated flood data adopted by communities are referred to as "effective" until replaced by a new FIS or FIRM. Figures 1-2 and 1-3 illustrate how riverine and coastal flood zones are delineated on FIRMS. Flood zone des- ignations reflect the nature of the flood conditions expected during the base flood.Where detailed studies are prepared,FIRMS also show base flood elevations, or BFEs. In the absence of detailed studies, SFHAs without BFEs are delineated using the best available information. In inland communities (Figure 1-2), SFHAs subject to riverine flooding are identified as Zone A. Some FIRMs show floodways along waterways for which detailed studies have been prepared.Floodways are channels and adja- cent land areas that must be reserved in order to convey the base flood without cumulatively increasing the water surface elevation more than a designated height (usually one foot). FIRMS also show shaded Zone X areas that are outside the SFHA but are subject to flooding with a 0.2-percent-annual chance of occurrence (also called the 500-year flood).Unshaded Zone X areas are land areas at higher elevations than SFHAs and shaded Zone X areas. In coastal areas (Figure 1-3), SFHAs identified as Zone are subject to inundation as well as wave heights of 3.0 feet and higher. SFHAs inland of Zone V, or inland of shorelines where Zone V is not delineated, are identified as Zone A.The Limit of Moderate Wave Action (LiMWA),delineated on FIRMS prepared after 2009,is the inland limit of the 1.5-foot base flood wave height.The Zone A area seaward of the LiMWA is known as a Coastal A Zone.Wave heights between 1.5 and 3.0 feet are expected during the base flood in Coastal A Zones. Online Access to the FEMA Map Service Center The FEMA Flood Map Service Center (MSC) is the official public source for flood hazard information produced in support of the NFIP. Use of the MSC enables owners, engineers, architects, builders and government officials to find official flood maps, access a range of other flood hazard products,and take advantage of tools to more clearly understand the flood risk for specific structures and sites.The MSC can be accessed at http:Hmsc.fema.gov/portal. Technical support is available at 1-877-FEMA-MAP or 1-877-336-2627 from 8:00 AM to 6:30 PM,Eastern Time, Monday through Friday. Na '. • Zone A(approximate)is the flood hazard area without BFEs QP ` - • Cross Section location • Shaded Zone X is the 0.2%annual chance(500 year) floodplain(formerly Zone B) • • Base Flood Elevation(BFE)is the water surface elevation of the base flood rounded to the nearest whole foot(consult FIS profiles and tables for more accurate elevations) • Zone AE is the 1% annual chance(100 year)floodplain with ., 2`0NU AE BFEs(formerly Zones Al —A30) v • The Floodway is the cross-hatched area Z ( X• •� • Unshaded Zone X is all other areas considered low risk •w (formerly Zone C) Figure 1-2. Conceptual FIRM showing representative riverine flood zones. 1-6 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems INTRODUCTION - BUILDING SYSTEMS AND FLOOD HAZARDS 1 am-coom WHEAE ; ue ZONEAE r _ '° • • Shaded Zone X is the 0.2%annual chance(500 year) '_ -• floodplain(formerly Zone B) • Unshaded Zone X is all other areas considered low risk (formerly Zone C) ZOe(E .E '• • Zone AE is the 1%annual chance(100 year)floodplain with FiTi r . rF BFEs that include wave heights less than 3 feet(formerly Zones Al -A30) - • Limit of Moderate Wave Action(LiMWA) is the inland limit of the area expected to receive 1.5 foot or greater breaking zOa+ Ae'• waves • Base Flood Elevation(BFE)is the water surface elevation of the base flood rounded to the nearest whole foot • Zone VE is the 1%annual chance(100 year)floodplain with BFEs that include wave heights of 3 feet or more(formerly _- _-__ . . Zones V1 — V30) Figure 1-3. Conceptual FIRM showing representative coastal flood zones. 1.3.3 Risk Assessment and Risk Reduction Preparing a flood-resistant building design, including support- ing utility systems and their repair, replacement, or upgrade,!. should begin with a risk assessment.Compliance with regulato- WARNING ry standards and potential increased resistance to flooding may -� be best achieved by successfully identifying and managing flood Meeting minimum regulatory and risks. . code requirements for building sit- ing,design and construction does not Risk assessment is the process of quantifying the total flood risk to guarantee the building will be safe a building (including its utility systems) located in an SFHA or from all flooding. Floods more severe an area prone to flooding.Designers and builders should be in- than the base flood can and do oc- formed on current hazard and risk information and understand cur. It is up to designers and building how risk affects design decisions and client requirements. It is owners to determine the level of ac- recommended that designers and builders: ceptable risk to a structure's utilities ■ Use the most current published flood hazard data to and whether to exceed the minimum determine site or building utility vulnerability.For most requirements. communities, the FIS is the best available information, although many communities and regional agencies develop studies that include additional information. ■ Conduct a detailed risk assessment or update an existing assessment if there are indications that site or watershed conditions may have changed significantly since the hazard data were published or if published hazard data are not representative of a site's exposure to flooding. ■ Consider how site or watershed conditions may change over the expected life of a structure or building utility system, accounting for factors such as anticipated upland development and increased frequency and magnitude of extreme weather events. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 1-7 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 1 INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS ■ Upon completion of a risk assessment, review design options that will best mitigate the effects of flooding for the proposed project. Building owners may find potential flood damage costs or loss of function unacceptable,leading them to work with designers to determine mitigation options and reduce risk to an acceptable level. Risk reduction is composed of two aspects: reduction of exposure to physical damage and risk management through insurance. While eliminating all flood risk may not be feasible, a risk reduction evaluation determines the acceptable level of residual risk. Residual risk is the risk that remains after mitigation measures are implemented. Risk management, including identifying acceptable levels of residual risk, underlies the entire design and construction process.The initial, unmitigated risk is reduced through compliance with floodplain management regulations and build- ing codes, application of best practices, and purchase of insurance to provide financial protection for residual i risks. Each risk reduction element decreases the residual risk.The more elements that are applied, the smaller the remaining residual risk will be. FIS and FIRM Limitations FIRMS do not identify all areas subject to flooding as indicated by the documented occurrence of damage in areas outside of mapped SFHAs. In some places, areas included in the SFHA have never flooded— although that does not mean those areas are not prone to flooding. Damage from floods associated with hurricanes and other coast- al storms such as Floyd (1999),Alison (2001), Katrina (2005), Rita (2005) and Sandy (2012), along with the Midwest floods in 1993, 1994, 2008 and 2015 occurred far beyond the mapped SFHA.FEMA also reports many insurance claims are paid for damage that occurs outside of mapped SFHAs. Building owners and designers should be aware that many watersheds have been significantly altered by ongoing urban and suburban development.The increased prevalence of paved areas causes rainfall runoff to flow rapidly over impervious surfaces like roads, parking lots, and rooftops. Some storm drainage systems do not have the capacity to manage increased runoff volumes, contributing to localized flooding.In addition, floodplains are dy- namic systems that have been altered through natural processes and wetland and floodplain filling for agriculture, urban development, transportation,flood control projects,and other land uses. While floodplain modeling procedures have become more precise,resources are not available at the Federal,State, or community levels to fully fund comprehensive flood hazard mapping. In addition, in some areas of the coun- try, future flood risk could be compounded by climate change and sea level rise impacts.As a consequence, the building utility best practices presented in this publication should be considered by owners,designers,and build- ers working with utility systems. 1-8 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS 1 1 .4 Flood Hazard Characteristics and Flood Loads The NFIP and building codes require that buildings located in flood hazard areas resist flotation, collapse, and lateral move- ment associated with flooding.This section is an overview of NOTE flooding characteristics that determine flood loads, the forces P1 that act on inundated buildings and building elements. Additional information on flood hazard characteristics,flood load cal- 1.4.1 Flood Elevation or Flood Depth culations, and design requirements is available in: Hydrostatic Loads. Hydrostatic loads are forces or pressures • ASCE 7, Minimum Design Loads that are associated with standing or slowly moving floodwater for Buildings and Other Structures; and are one of the main causes of flood damage. Hydrostatic loads can cause severe deflection or displacement of buildings • ASCE 24, Flood Resistant Design and utility components if water levels on opposite sides of the and Construction; component (inside and outside buildings) are substantially different (Figure 1-4): • FEMA P-55, Coastal Construction Manual: Principles and Practices ■ Lateral hydrostatic load: Standing water or slowly of Planning, Siting, Designing, moving water can induce horizontal hydrostatic forces Constructing, and Maintaining against a structure if floodwater levels on both sides of Residential Buildings in Coastal a wall are not equal. Areas;and ■ Vertical hydrostatic load (buoyancy): Building FEMA P-259, Engineering Prin- elements that are lighter than water are subject ciples and Practices of Retrofdting to buoyancy and if designed to be watertight Flood-Prone Residential Structures. (substantially impermeable), submerged portions of buildings and building system components are subject to flotation. Hydrostatic bpsFigure 1-4. Hydrostatic forces. Flood protection level Forces - -------1------ Saturated soil Building wall O Lateral water pressure Adjacent grade ■� Differential ■n water and soil pressure A Vertical B © (buoyancy) water pressure pit x , , +;: ,, PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 1-9 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 1 INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS 1.4.2 Flood Velocity ! Hydrodynamic Loads.Hydrodynamic loads are imposed on an object,such as a building or building component, by moving water flowing against and around it. Load-inducing forces illustrated in Figure 1-5 include positive i frontal pressure against the structure, drag effect along the sides, and negative pressure on the downstream side. Hydrodynamic forces are one of the main causes of flood damage. Hydrodynamic forces are of particular con- cern along rivers and streams with high velocity floodwater and in coastal and other areas subject to storm surge. Moving floodwater imposes hydrodynamic forces on submerged foundations and building elements, including utility system components located below flood levels. Hydrodynamic forces can destroy solid walls and dislodge buildings with inadequate connections or load paths. Moving floodwater can also transport large quantities of sediment and debris that can cause additional damage. Negative pressure/suction on downstream side Frontal impact on '�LO`ji upstream side Drag effect on sides Figure 1-5. Hydrodynamic forces. 1.4.3 Wave Loads In coastal areas,moving floodwater is usually associated with one or more of the following: ■ Storm surge and wave runup flowing landward through breaks in sand dunes,levees,or across low-lying areas ■ Outflow (seaward flow) of floodwater driven into bay or upland areas by a storm ■ Strong currents along the shoreline driven by storm waves moving in an angular direction to the shore. Wave Action. Wave action describes the behavior of wind-driven waves in floodplains along shorelines. The height of waves associated with the base flood can vary by flood zone: in Zone V,wave heights equal or exceed 3 feet,while in Coastal A Zones (LiMWAs), wave heights are between 1.5 and 3 feet.Waves can affect buildings in a number of ways: 1-10 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I i INTRODUCTION - BUILDING SYSTEMS AND FLOOD HAZARDS 1 ■ Breaking wave loads: The force created by waves breaking against a vertical surface causes the most severe damage to coastal buildings and is often ten or more times greater than the force created by high winds during a storm event. For this reason, elevated coastal structures supported on open foundations (piles or columns) that are free of underlying obstructions and have minimal exposure to breaking waves withstand coastal storms better than non-elevated coastal structures on other types of foundations. ■ Wave runup and wave slam: Wave runup occurs as waves break and run up beaches, sloping surfaces, and vertical surfaces.Wave runup can drive large volumes of water against or around coastal buildings, creating hydrodynamic forces that,although generally smaller than breaking wave forces and drag forces associated with high velocity water, can cause localized erosion and scour.The action of wave crests striking the elevated portion of a structure is known as "wave slam."Wave slam introduces potentially large lateral and vertical loads on the lower portions of elevated structures,typically resulting in damaged floor systems. 1.4.4 Other Impacts of Flooding Flood-borne debris impact.Flood-borne debris produced by floods and coastal storms typically includes materi- als from damaged carports, decks,porches, awnings, steps, ramps,breakaway wall panels, portions of buildings, entire buildings,shipping containers,fuel tanks,pad-mounted equipment,vehicles,boats,piles and dock decking, fences, destroyed erosion control structures,and a variety of smaller objects.Typical flood-borne debris is capable of damaging or destroying unreinforced masonry walls,light wood frame construction,and small-diameter posts and piles,as well as the structural components they support (Figure 1-6).Debris trapped by cross-bracing,closely spaced piles, grade beams or other building components is also capable of transferring flood and wave loads to the foundation of an elevated structure.Impact loads also are impacted by ice,trees,and other objects transported by floodwater. Figure 1-6. Flood-borne debris impact. I PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 1-11 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 1 INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS Erosion and Scour.Erosion refers to the wearing or washing away of riverbanks, shorelines and land surfaces. It is part of the larger process of fluvial morphology and shoreline change. Due to the dynamic nature of erosion, it is one of the most complex hazards to understand and is difficult to accurately predict at a specific flood-prone site. Scour is localized erosion that occurs when waters move around foundational elements and other obstruc- tions. Determining potential scour is critical in designing foundations to ensure the foundation does not fail due to a loss in either bearing capacity,embedment depth or anchoring. Duration and Rate of Rise. ■ Duration:Duration is the measure of how long flooding remains above normal levels.The duration of riverine flooding is primarily a function of watershed size and the steepness of valley topography. Rivers that drain large watersheds and those with relatively flat topography experience high water for weeks or months.Coastal flooding typically is of shorter duration—usually only one or two tide cycles depending on how fast storms move through affected areas.Prolonged contact with floodwater may make it difficult to achieve the required or desired level of flood protection because of damage to building materials and seepage. ■ Rate of Rise: Rate of rise is the measure of how quickly floodwater rises above normal levels. Areas with steep topography and small drainage areas may experience flash flooding,during which floodwater can rise very quickly with little or no warning. Large rivers typically rise more slowly. In coastal areas, the rate of rise at specific locations may be affected by how fast storms approach the shore, offshore bathymetry and the shape of the land. Building protection measures that require active intervention by building managers or occupants may not be appropriate in areas with rapid rates of rise (faster than S feet per hour). Contaminants in floodwater. Residents, business owners, and property managers should assume that anything touched by floodwater is contaminated and will have to be disinfected WARNING or discarded. Mud or sediments left by floodwater may con- tain chemicals from landscaping and agricultural to household After flooding, it is critically impor- and industrial sources.All materials, building components and tant that all inundated building utility building systems contacted by floodwater should be cleaned, systems are thoroughly inspected for disinfected and dried as quickly as possible. damage to determine whether they are safe to use or re-energize.Simply ■ Chemical (heavy metals, petroleum products, drying out systems may not be ade- pesticides, and industrial and agricultural quate to prevent the potential negative chemicals): Floodwater carries chemical contaminants. health effects of contamination or In urban areas, stormwater runoff and floodwater mold, or the threat of fire from corrod- carry chemicals; heavy metals from industrial sites ed system components. and vehicles; petrochemicals such as oil, grease, and gasoline; herbicides; and pesticides. Similarly, flooding in rural agricultural areas also carry petrochemicals, sediment, heavy metals, and pesticides and herbicides from farming operations. ■ Biological(bacterial and fungal):Bacterial contamination comes from sewage treatment plants and on- site septic systems that are overwhelmed or inadequate to handle flooding, as well as livestock farming operations in rural areas. Biological contaminants carry the risk of streptococcus and pneumococcus infections along with tetanus and other diseases. When floodwater recedes, exposed surfaces usually host various fungal contaminants (molds), including species,with potentially serious health impacts. Of i 1-12 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems INTRODUCTION - BUILDING SYSTEMS AND FLOOD HAZARDS 1 great concern are mold-infected heating,ventilation, and air conditioning (HVAC) ductwork,which can exacerbate lung and breathing conditions if not properly cleaned or replaced. ■ Salt water contamination: Salt water is corrosive and can cause damage and weakening of important building system and utility components and connectors. Salt water can be especially damaging to electrical conductors. 1.5 NFIP Flood Insurance Considerations NFIP flood insurance policies provide coverage for two types off insurable property: building and contents. Policies for damage to buildings are separate from policies for damage to contents. NFIP flood insurance policies do not provide coverage for dam- -- NOTE age to land, landscaping, decks, docks, piers, boat houses, or Designers and building owners outbuildings and accessory buildings like sheds, swimming should consult with insurance agents pools, or gazebos. to determine how design options may affect the rating of NFIP flood insur- Building coverage includes: ance policies, when policies may be ■ The insured building and its foundation purchased, and the nature and limita- tions of coverage. ■ Electrical and plumbing systems ■ Central air conditioning equipment, furnaces, and water heaters ■ Refrigerators, cooking stoves, and built-in appliances such as dishwashers ■ Permanently installed carpeting over . unfinished flooring Contents coverage includes: ■ Clothing, furniture,and electronic equipment ■ Curtains ■ Portable and window air conditioners ■ Portable microwaves and dishwashers ■ Carpeting that is not already included in property coverage ■ Clothing washers and dryers Building owners can purchase flood insurance directly through the NFIP, but most purchase insurance through traditional private sector insurers.Some insurance companies that are not part of the NFIP offer coverage, usually in extremely high-risk areas or for buildings whose replacement value or contents value far exceeds the limits of the NFIP coverage. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 1-13 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems INTRODUCTION — BUILDING SYSTEMS AND FLOOD HAZARDS I Recent NFIP Reforms and Potential Impacts on Flood Insurance Premiums On March 21, 2014,President Obama signed the Homeowner Flood Insurance Affordability Act (HFIAA) of 2014.This law repealed or modified certain provisions of the Biggert-Waters 'NOTE Flood Insurance Reform Act of 2012 (BW-12) and made ad- ditional changes to other aspects of the NFIP not covered by ....o�moreinformationonNFl Preform,visit BW 12 www.fema.gov/flood-insurance-reform. HFIAA slows some flood insurance premium rate increases and offers relief to certain policyholders who expe- rienced steep premium increases in 2013 and early 2014 resulting from enactment of BW-12. Flood insurance rates and other charges were revised for new or existing policies starting on April 1, 20 IS. In addition to insur- ance rates,other changes resulting from BW-12 and HFIAA will be implemented over time and will further affect the cost of NFIP flood insurance policies. The April 2015 changes included an increase in the NFIP Reserve Fund Assessment, the implementation of an an- nual surcharge on all new and renewed policies, an additional deductible option,an increase in the Federal Policy Fee and rate increases for most policies.Other key changes that will impact future insurance rates include: ■ Limiting annual rate increases for individual premiums and rate classes to 18 percent until premiums reach their full risk rates ■ Limiting premium increases for average rate classes to 15 percent ■ Mandating premium increases for certain subsidized policyholders under BW-12 and HFIAA ■ Implementing a new procedure for Preferred Risk Policy Eligibility Extension (PRP EE), a cost-saving coverage option for property owners whose buildings were newly mapped into a SFHA. The PRP EE premiums will be the same as the PRP, which offers low-cost coverage to owners and tenants of eligible residential and non-residential buildings located in moderate- to low-risk areas for the first year (calculated before fees and assessments). 1-14 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I r -= 2 .0 Regulatory NFIP Regulations and Build 'ing The NFIP regulations and requirements described in this chapter pertain to electrical,heating,ventilation,plumb- ing, and air conditioning equipment components, as well as other services.These requirements are intended to apply to all building utility systems, equipment, and equipment components.Therefore, each time any one component or system is mentioned throughout this publication, all components and systems are implied to be included.This consistency better ensures that buildings exposed to base flood events suffer minimal damage and can be swiftly restored to their fully-functioning condition.This chapter also describes model building codes and standards for buildings and their utility systems and components. A discussion of methods to reduce flood damage, even when compliance is not required by floodplain manage- ment regulations or building codes,may be found in Section 2.3. The distinction between residential buildings and non-residential buildings, which determines the appropriate method of flood protection, is explored in Section 2.6. 2.1 NFIP Regulations for Building Systems/Utilities The NFIP's minimum requirements for new construction and Substantially Improved buildings may be found in 44 CFR §60.3(a)(3). Communities are required to: "Review all permit applications to determine whether proposed building sites will be reasonably safe from flooding. If a proposed building site is in a flood-prone area,all new construction and substan- tial improvements shall (i) be designed (or modified) and adequately anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy, (ii) be constructed with materials resistant to flood damage, (iii) be constructed by methods and practices that minimize flood damages, and (iv) be constructed with elec- trical, heating, ventilation,plumbing, and air conditioning equipment and other service facilities PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 2-1 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 2 REGULATORY FRAMEWORK — NFIP REGULATIONS AND BUILDING CODES that are designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding." [emphasis added] Protection methods described in Chapter 3 of this publication, such as elevation and relocation (Section 3.1) and component protections (Section 3.2), may be used to satisfy NFIP requirements.These methods, along with other measures that provide partial protection (Section 3.3), should be considered even when compliance is not required.Additional details regarding protection of utility systems and equipment for dwellings and other occupancies may be found in Chapter 4 (one- and two-family dwellings) and Chapter 5 (non-residential and multi-family buildings). 2.2 Achieving Compliance — New Construction, Substantial Improvement and Substantial Damage New construction and Substantially Improved and Substantially Damaged buildings located in SFHAs must fully comply with19Wh NFIP regulations, including those that apply to building utility NOTE systems noted in Section 2.1. NFIP regulations (44 CFR §60.3)define Substantial Improvement and Substantial Damage: en compliance is required, the minimum level of protection estab- Substantial Improvement means any reconstruction,rehabili- lished by the NFIP is the base flood tation, addition, or other improvement of a structure elevation (BFE).State and local flood- whose cost equals or exceeds 50 percent of the struc- plain management requirements and ture's market value before the "start of construction." building codes may require a higher This term includes structures that have incurred "Sub- flood protection level. This publication stantial Damage," regardless of the actual repair work uses"flood protection level"to refer to performed.The term does not, however,include either: the required level of protection or the desired level of protection if compli- 1. Any structural improvement project whose ance is not required. purpose is to correct existing violations of state or local health or sanitary or safety code specifications that have been identified as the minimum necessary for safe living conditions by local code enforcement;or 2. Any alterations to a "historic structure," provided that the alteration will not preclude the struc- ture's continued designation as a "historic structure." Substantial Damage is damage of any origin sustained by a structure whereby the cost of restoring the struc- ture to its pre-damage condition would equal or exceed 50 percent of the structure's pre-damage market value. Substantial Damage is implied to be included in each mention of Substantial Improvement throughout this publication,as the requirements for floodplain management and building code reg- ulation compliance are identical. It is incumbent upon communities to evaluate proposals for all repairs, alterations,additions,and other improve- ments in order to determine whether the combined work (repairs and improvements) constitutes Substantial Improvement. It is critical that communities enforce building codes and floodplain management regulations to increase these structures' resistance to future flooding.Building utility systems may achieve compliance through: 2-2 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i REGULATORY FRAMEWORK — NFIP REGULATIONS AND BUILDING CODES Z ■ Elevation: installing or locating utility systems and components at or above the flood protection level required by local regulations or building codes. ■ Relocation:moving existing utility systems and components to locations at or above the flood protection level required by local regulations or codes (i.e., moving a furnace out of a below grade enclosure or basement). Elevation and relocation are discussed in Section 3.1. ■ Component protection: the implementation of techniques to protect a system, equipment component, or group of components located below the elevation required by local regulations or codes from exposure to floodwater. Component protection is discussed in Section 3.2. 2.3 Compliance Not Required — Non-Conforming Existing Buildings, No Substantial Improvement or Substantial Damage Non-conforming existing residential and non-residential build- t ings built before communities joined the NFIP are not required a:.f to comply with NFIP regulations unless they are proposed to I`.be Substantially Improved or have incurred Substantial Dam-L _i NOTE age. Owners of these existing buildings may elect to implement The measures described in this pub- mitigation measures that reduce flood risk and the costs of post- lication can be used to reduce flood flood damage repairs and system restoration. damage in areas subject to flooding, even if those areas are not shown Where compliance is not required, protection of building on FIRMS. FEMA reports that nearly utilities systems can be achieved using a number of measures 20 percent of NFIP flood insurance including elevation,relocation,component protection,or other claims are paid for damage to build- measures that provide partial protection as described in Chapter ings located in areas identified as 3.These approaches can be used to improve flood damage resis- low-risk Zone X. tance of non-conforming buildings, especially in areas subject to repetitive, low-level flooding. The principles of these mea- sures apply,with two key differences: ■ Elevation, relocation, and component protection can be accomplished at elevations lower than the elevation required for compliance. ■ Component protection may be used for residential and non-residential buildings, whereas component protection may be used only for non-residential structures when NFIP compliance is required. Even if compliance is not required,owners of existing buildings may want to reduce vulnerability to future flood- ing. Partial protection measures for building systems and components, described in Section 3.3, can reduce damage and facilitate recovery.While protection by elevation, relocation, or component protection is preferable, some owners may prefer a lower-cost partial method of protection, which may include using flood damage- resistant materials, designing system components to facilitate replacement, installing quick-connect flanges to flood-vulnerable equipment, and employing emergency measures such as sandbags, temporary flood barriers, and flood wrapping systems.As previously stated, these measures are optional unless buildings are Substantially Improved or have incurred Substantial Damage, in which case full compliance would be required. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 2-3 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 2 REGULATORY FRAMEWORK — NFIP REGULATIONS AND BUILDING CODES 2.4 Building Codes Model building codes include provisions pertaining to an- ticipated hazards such as flood, wind, seismic, snow, and soil conditions.Two organizations maintain the most widely used NOTE model building codes: the International Code Council, Inc. (ICC) and the National Fire Protection Association (NFPA). More detailed information on how to Model codes are updated every three years, but there is usually integrate building codes and flood- a lag of two or more years between the publication of a model plain management requirements, code and adoption by States and communities. including those that apply to build- ing utility systems, can be found in Model building codes are neither Federal laws nor regulations. Reducing Flood Losses through the They are typically adopted by States and communities to stan- International Codes: Coordinating dardize enforcement of safe building practices. Some States and Building Codes and Floodp/afn communities modify the model codes.Users should check with Management Regulations; Fourth their applicable authorities to determine if and how adopted Edition(2014). codes in their State or community vary from the model codes. An adopted building code establishes legal requirements for building design and construction. In many States, the codes are adopted at the State level and local enforcement is mandated. Conversely, some States do not adopt codes,.but have many communities that do at the local level. The International Code Council, Inc. develops and publishes the International Codes (I-Codes) and conducts a comprehensive training and certification program.Table 2.1 at the end of Section 2.5 provides a list of sections from the I-Codes and the ASCE 24 standards that pertain to building utility systems in flood-hazard areas.The I- Codes include: ■ The International Building Code® (IBC) is largely a performance-based model code with some prescriptive a, '''` requirements. Performance-based codes . state the NOTE intended functional result of a requirement and L separate the intent from the means of compliance.The FEMA has prepared excerpts of the IBC refers to many standards that are, in effect, part flood provisions from the 2015, 2012, of the code's requirements. For construction in flood and 2009 I-Codes, and highlights hazard areas, including building systems, the IBC refers from 2014 and 2005 ASCE 24 (de- to ASCE 24, Flood Resistant Design and Construction, scribed in Section 2.5).The excerpts which is discussed in greater detail in Section 2.5. are available at https://www.fema. For equipment and utilities requirements, the IBC gov/building-code-resources. also refers to the International Mechanical Code® (IMC), International Fuel Gas Code® (IFGC),International Plumbing Code® (IPC), International Swimming Pool and Spa Code® (ISPSC), and International Private Sewage Disposal Code® (IPSDC). ■ The International Residential Code® (IRC) is a prescriptive-oriented model code with some performance standards. A prescriptive code specifies construction requirements and methods that are deemed to be in compliance with performance standards. In most cases, dwellings can be constructed without involving registered design professionals such as licensed engineers and architects. The 2015 IRC (Section R322.1.6) requires electrical systems, equipment, and components; heating, ventilating, air conditioning;plumbing appliances and plumbing fixtures;duct systems;and other service equipment to 2-4 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems REGULATORY FRAMEWORK — NFIP REGULATIONS AND BUILDING CODES Z be located at or above the required elevation for the dwelling,which is the BFE plus 1 foot,or the design flood elevation (whichever is higher).Alternatively, those elements may be below the required elevation if designed and installed to resist flood loads and prevent water from entering or accumulating within the components.Electrical wiring systems are permitted below the required elevation if they conform to the IRC's electrical requirements for wet locations. ■ The International Existing Building Code® (IEBC) specifies requirements for work on existing buildings including repair, alteration, additions, change of occupancy, moved structures, and historic buildings. The IEBC requires buildings in flood hazard areas to be brought into compliance with the flood resistant requirements of the IBC or IRC,as applicable,if the buildings are Substantially Improved or have incurred Substantial Damage. ■ The International Mechanical Code® (IMC) requires mechanical systems, equipment and appliances to be located at or above the elevation required by IBC Section 1612, which references ASCE 24.Alternatively, components are allowed below the required elevation if designed and installed to resist flood loads and prevent water from entering and accumulating within the components. ASCE 24 Chapter 7 specifies general requirements,and specific requirements for mechanical,heating,ventilation,and air conditioning systems may be found in Section 7.4. Both the IMC and ASCE 24 state that mechanical systems and equipment must not be mounted on or penetrate walls intended to break away under flood loads. Air intake openings and exhaust outlets must be installed at or above the elevation specified in IBC Section 1612. IMC specifies that duct systems and plenum spaces must either be located above the elevation required in IBC Section 1612 or be designed to prevent water from entering or accumulating inside their components while also resisting flood loads, including the effects of buoyancy.In addition, fuel oil system components must be elevated or capable of resisting flood loads. Requirements for elevators may be found in ASCE 24 Section 7.5. ■ The International Fuel Gas Code® (IFGC) requires fuel gas appliances, equipment and systems to be located at or above the elevation required by IBC Section 1612, which references ASCE 24.Alternatively, components are permitted below the required elevation if designed and installed to resist flood loads and prevent water from entering and accumulating inside the components. ASCE 24 Chapter 7 specifies general requirements, with specific requirements for mechanical, heating, ventilation and air conditioning systems in Section 7.4. ■ The International Plumbing Code® (IPC) requires plumbing systems and equipment to be located and installed as required by IBC Section 1612, which references ASCE 24. Alternatively, components are permitted below the required elevation if designed and installed to resist flood loads and prevent water from entering and accumulating inside.ASCE 24 Chapter 7 specifies general requirements, with specific requirements for buried and exposed plumbing systems,plumbing systems below minimum elevations, and sanitary systems detailed in Section 7.3. Both the IMC and ASCE 24 state that plumbing systems, pipes,and fixtures must not be mounted on or penetrate walls intended to break away under flood loads. ■ The International Swimming Pool and Spa Code® (ISPSC) requires equipment serving pools and spas to be elevated or anchored to prevent flotation and protected to prevent water from entering or accumulating within the components. Electrical equipment installed in flood-prone locations must be supplied by branch circuits that have ground-fault circuit interrupter (GFCI) protection for personnel. ■ The International Private Sewage Development Code® (IPSDC) requires soil absorption systems to be located outside of flood-hazard areas or, if permitted in flood-prone areas, the site must be located to minimize the effects of inundation. Septic tanks must be anchored to counter buoyancy and vent termination and service manholes must be at least two feet above the base flood elevation or fitted with covers to prevent the inflow of floodwater and outflow of tank contents. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 2-5 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 2 REGULATORY FRAMEWORK - NFIP REGULATIONS AND BUILDING CODES The National Fire Protection Association(NFPA)develops and maintains model codes and numerous standards, including: ■ Building Construction and Safety Code® (NFPA 5000), a performance-based model code applicable to all buildings and structures,including dwellings.The NFPA S000 refers to many standards that are, in effect, part of the code.ASCE 24 is the referenced standard for building design and construction of in flood hazard areas. ■ National Electric Code® (NFPA 70), is a regionally adoptable standard for the safe installation of electrical wiring and equipment in the United States. In some cases, the NEC is amended, altered, and superseded by regional regulations issued by local governing bodies. The International Association of Plumbing and Mechanical Officials (IAPMO) develops and maintains the Uniform Mechanical Code' (UMC), Uniform Plumbing Code® (UPC), Uniform Solar Energy Code® (USEC),and the Uniform Swim- ming Pool,Spa and Hot Tub Code® (USPSHTC).Each model code specifies requirements for building utility systems and components and has requirements applicable to buildings and structures in flood hazard areas. 2.5 Standards ASCE 24 Flood Resistant Design and Construction is part of a series of standards published b the American Society of Civil Engineers. - - - -- - - - - - - P Y tY g� ASCE 24 provides minimum requirements for flood-resistant .\14 NOTE design and construction of structures located totally or partially in flood hazard areas including alluvial fans, flash flood areas, The term "attendant utilities and mudslide areas, erosion prone areas, and high-velocity flow ar- 'equipment' is defined in ASCE 24. eas.ASCE generally updates standards every five years. ASCE 24 establishes requirements for attendant utilities and equipment The IBC specifies, "The design and construction of buildings associated with buildings in flood haz- and structures located in flood hazard areas, including areas and areas.The term is broadly defined subject to high velocity wave action, shall be in accordance with as "attendant utilities and equip- ASCE 24"The IRC requires dwellings in floodways to comply ment—utilities,mechanical,electrical, with ASCE 24 and allows dwellings in any flood hazard area to fuel gas, plumbing, HVAC, and relat- be designed and constructed in accordance with ASCE 24. ed equipment, as well.as services associated with new construction and ASCE 24 specifies minimum requirements for building perfor- substantial improvements." mance (flood loads), elevating or, dry floodproofing methods relative to flood elevations,enclosures below elevated buildings, flood damage-resistant materials,and methods for attendant utilities and equipment.ASCE 24 Chapter 7 specifies requirements for both utility elevation and equipment and utility systems that are located below required eleva- tions.The required elevation depends on the type of building and the level of the minimum flood protection standard.Table 2-1 includes a list of ASCE 24 sections related to building systems and utilities in flood hazard areas. 2-6 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems REGULATORY FRAMEWORK - NFIP REGULATIONS AND BUILDING CODES 2 Table 2-1.Summary of I-Code and standard references for building utility systems in flood hazard areas. Code/Stan Fuel Systems Conveyances clard and Tanks T 20151BC 1612.4,ASCE 24 1612.4,ASCE 24 1612.4,ASCE 24 1612.4,ASCE 24 p1612.4,ASCE 24, 3001.2 ASCE 24-14 7.1; 7.4 7.1; 7.2 7.1; 7.3 7.1; 9.7 7.1; 7.5 R322.1.6; R322.1.6; M1301.1.1; P2601.3; R322.1.6; M1401.5; P2602 2; G2404.7; 20151RC M1601.4.10; R322.1.6 P2705.1; R322.1.6; R322.1.6 M1701.2; P3001.3; R322.2.4; M2001.4; P3101.5 R322.3.7 M2201.6 IMC: 301.16; 401.4; 501.3.1; 2015 IMC,IPC, 602.4; 603.13; IPC: 309.1; IFGC: 301.11 IFGC 1206.9.1; 309.2; 309.3 1210.8.6; 1305.2.1 2015 UMC,UPC UMC: 305.2; UPC:301.4 603.9; 607.2 2.6 Building Occupancies NFIP regulations establish minimum requirements for buildings and structures in SFHAs (44 CFR Section 60.3). Some requirements apply to all buildings and structures across all flood zones, such as 44 CFR Sections 60.3(a) and (b). Specific utility systems requirements in the NFIP regulations apply based on flood zone designation: ■ The requirements for Zone A apply to all buildings 1pp and structures, residential or non-residential. Dry floodproofing is allowed in non-residential buildings. NOTE [44 CFR §60.3(c)] ' �I For design, specification, and instal- 0 The requirements for Zone V apply to all buildings lation of utilities and equipment, the and structures located in the coastal high hazard area, distinction between residential and regardless of use classification. [44 CFR §60.3(e)] non-residential buildings is important because "component protection" is The NFIP uses but does not define the terms "residential" and allowed only for non-residential build- "non-residential." For application of the I-Codes, the terms are ings in Zone A.Component protection defined in ASCE 24 and are used to determine whether build- is described in Section 3.2. ings may be dry floodproofed.This publication uses the terms described in Sections 2.6.1 and 2.6.2. While the NFIP Flood Insurance Manual defines residential and non-residential buildings,those definitions are used for insurance purposes and should not be used to determine which floodplain management requirements apply to specific buildings,nor should they determine compliance for building utility systems.For example, for insurance rating purposes, nursing homes are considered "non-residential," and thus qualify for higher policy limits than residential buildings.However,FEMA floodplain management guidance describes residential buildings as those in which people live, sleep,or are cared for on a 24-hour basis. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 2-7 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 2 REGULATORY FRAMEWORK — NFIP REGULATIONS AND BUILDING CODES 2.6.1 Residential Residential buildings include detached one-and two-family dwellings and townhouses not more than three stories.The IRC applies to buildings that are"detached one- and two-family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade plane in height." The IRC does not require plans and construction documents to be prepared by a registered design professional (licensed engineer or architect) unless specifically required by State or local regulations. Certification of design is required for dwellings in coastal high hazard areas (Zone V). The 2015 IRC now requires Coastal A Zone dwelling designs to be certified by registered design professionals. Chapter 4 describes requirements and best practices for building utility systems and equipment for dwellings within the scope of the IRC.Those specific requirements are additions to the general requirements described in Chapter 3 that apply to utility systems, equipment, and components for all buildings. 2.6.2 Non-Residential Non-residential buildings include all non-residential structures and critical facilities, as well as residen- tial occupancies other than dwellings within the scope of the IRC.The IBC's scope applies to all buildings and structures that are not within the scope of the IRC.The IBC requires registered design professionals to prepare de- signs and construction documents unless applicable State or local statutes specify otherwise. Some buildings and structures governed by the IBC are residential in nature.The IBC details"Residential Group R" (Section 310) and "Institutional Group'I" (Section 308).Both include buildings and areas within buildings that are residential in nature (see Note on the following page). Chapter 5 describes requirements and best practices for utility systems and equipment systems for all buildings and structures within the scope of the IBC.Those specific requirements are additions to the general requirements described in Chapter 3 that apply to utility systems, equipment, and components for all buildings. i 2-8 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems REGULATORY FRAMEWORK - NFIP REGULATIONS AND BUILDING CODES 2 13 NOTE TERMINOLOGY FOR RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS IBC Section 308 Institutional Group I includes"the use of a building or structure, or a portion thereof, in which care or supervision is provided to persons who are or are not capable of self-preservation with- out physical assistance or in which persons are detained for penal or correctional purposes or in which the liberty of occupants is restrticted"This group includes, among others, board and care treatment centers and facilities, hospitals, nursing homes,prisons, correctional/detention centers,and certain day care facilities. IBC Section 310 Residential Group R includes"the use of a building or structure,or a portion thereof, for sleeping purposes when not classified as an Institutional Group I or when not regulated by the IRC" This group includes, among others, transient lodging (hotels, motels, lodging and boarding houses), apartment houses, dormitories, and small group homes that provide 24-hour care(assisted living facili- ties, group homes, halfway houses, and rehabilitation and care facilities). ASCE 24-14 Residential is defined to include"(1)buildings and structures and portions thereof where people live or that are used for sleeping purposes on a transient or non-transient basis; (2) structures including but not limited to one-and two-family dwellings,townhouses,condominiums, multifamily dwell- ings, apartments, congregate residences, boarding houses, lodging houses, rooming houses, hotels, motels, apartment buildings, convents, monasteries, dormitories, fraternity houses, sorority houses, vacation time-share properties;and(3)institutional facilities where people are cared for or live on a 24- hour basis in a supervised environment, including but not limited to board and care facilities, assisted living facilities, halfway houses, group homes, congregate care facilities, social rehabilitation facilities, alcohol and drug centers, convalescent facilities, hospitals, nursing homes, mental hospitals, detoxi- fication facilities, prisons, jails, reformatories, detention centers, correctional centers, and prerelease centers:' ASCE 24-14 Nonresidential is defined as"any building or structure or portion thereof that is not clas- sified residential" PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 2-9 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems ■ 3. 0 Compliance and Mitigation easures This chapter presents an overview of the mitigation measures available to bring utility systems, equipment, and components into compliance with NFIP requirements for new construction or Substantial Improvement and repair of Substantial Damage. These measures are generally applicable to both residential and non-residential buildings, although some may be used only for non-residential buildings when compliance is required.When compliance is not required,certain measures may also be used to reduce flood vulnerability for existing buildings, resulting in reduced recovery time and cost. Chapter 4 of this publication provides additional details regarding building utility system mitigation measures for HVAC, electric,plumbing,water and wastewater,as well as conveyance systems in one-and two-family dwellings and townhouses with three or fewer stories. Chapter 5 discusses specific mitigation information on ways to re- duce flood damage to complex utility systems commonly found in multi-family, non-residential, and mixed-use buildings. 3.1 Elevation and Relocation Flevation:Installing or locating utility systems and components' at or above the flood protection level required by local flood-y_ plain management regulations or building codes. r` .NOTE REGARDING BEST PRACTICE Relocation: Moving existing utility systems and components previously installed below the base flood elevation to less vul- When buildings are elevated or pro- previously locations, preferably above the flood protection level tected higher than the minimum required for new construction. required flood protection level, equip- ment serving the buildings should Compliance with elevation or relocation requirements generally be elevated or located at least to the entails installing exterior equipment on platforms, pedestals, or same height. This measure not only the rooftop.Interior equipment can be installed on platforms in- protects the equipment from the same side enclosures below elevated buildings,or installed or relocated level of risk as the building, but allows to floors at or above the required elevation.Pedestals are typically access to the best available rates for masonry structures (Figure 3-1).Platforms may be free-standing, NFIP insurance policies as well. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 3-1 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 3 COMPLIANCE AND MITIGATION MEASURES self-supporting structures or they may be cantilevered from, or knee-braced to, buildings (Figure 3-2). In flood hazard areas identified as Zone V on FIRMs, pedestals must not be sited under or immediately adjacent to build- ings because they could obstruct the free passage of floodwater and waves. V, All A, :4 v• .a Figure 3-1.Air conditioning compressor elevated on a Figure 3-2.Air conditioning compressor elevated on a pedestal. cantilevered platform. r Depending on building characteristics, some systems or equip ment may be suspended from walls, floor systems, or roof: - - framing to raise them above the required elevation. Addition- ally,protection must be provided for any element or component that extends from the ground to the building, such as water Platforms and pedestals used to el- supply pipes, sanitary drainage pipes, gas and fuel lines, or un- evate equipment must resist flood derground electric service.Table 3-1 at the end of this chapter loads and other applicable loads. summarizes elevation and relocation measures. Equipment on outdoor platforms and pedestals must be anchored to resist Replacement of equipment and systems that serve existing applicable wind loads. In regions with buildings provides an opportunity to reduce vulnerability to significant seismic risk, equipment on future flooding.When buildings are Substantially Improved or platforms must be anchored to resist repaired after incurring Substantial Damage, the buildings and seismic loads. their equipment and utilities must be brought into compliance with the same requirements that apply to new construction.El- evating or relocating equipment achieves compliance. Dry floodproofing (also called component protection) below the elevation required for protection by using substantially impermeable,watertight vaults or utility rooms may achieve compliance in non-residential buildings. 3-2 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i COMPLIANCE AND MITIGATION MEASURES 3 When replacement of equipment and systems is not part of Substantial Improvement, relocating equipment from lower to higher elevations provides some protection against flood damage and may help occupants return to the building more quickly after a flood. Relocation is especially effective when equipment is moved from be- low-grade areas (i.e., basements) to higher floors. In some cases, small above-ground additions can be added to existing buildings to serve as utility rooms for relocated equipment. Above-Ground Fuel Storage Tanks.Above-ground fuel storage tanks located in SFHAs must be designed to resist flotation, col- lapse,and lateral movement.Anchoring straps and cables should NOTE resist the effects of corrosion and be able to withstand buoyancy` forces when the tank is empty. Fill openings, outlets, vents, and Section 4.4.2 provides details on cleanouts should be either above the required flood protection mitigation of fuel storage tanks for level or designed to prevent the entry of floodwater and loss of one-and two-family dwellings.Section contents during flooding. 5.4.2 provides details on mitigation of fuel storage tanks for multi-family resi- In flood hazard areas identified as Zone A on FIRMS (all zones dential and non-residential buildings. that start with the letter "A"), above-ground tanks may be ei- ther elevated or, if constructed,installed, and anchored to resist potential buoyant and other flood forces, placed below the required flood protection level.Tanks associated with non-residential buildings may also be protected by component protection (see Section 3.2.3).In areas where large flood-borne debris is likely, bollards or barriers should be designed to protect tanks from debris impact. In coastal flood hazard areas identified as Zone on FIRMs (all zones that start with the letter"V"), above-ground tanks cannot be located under elevated buildings or attached to buildings below the lowest floor because they can become obstructions to the free passage of floodwater and waves. If located away from buildings, above-ground tanks may be elevated on pile-supported platforms that are designed to resist wave-related loads.The potential ef- fects of scour and erosion that lower the ground around the supports should be considered. 3.2 Component Protection Component Protection:The implementation of techniques to protect a system, equipment component, or group of equip- , ment components from exposure to floodwater when located �; _ I WARNING below the required flood protection level. Component pro- f tection is permitted for non-residential buildings in SFHAs The design effectiveness of com- outside of coastal high hazard areas (i.e., only in areas identi- Powell protection using a barrier fied on FIRMS as Zone A).Component protection may be used or walled structure is limited by the for building utility systems, components, and equipment that height of the wall, and there is re- serve elevated non-residential buildings.Table 3-1 at the end of vert protection once floodwater o this chapter summarizes component protection measures. vertops or breaches the wall. The NFIP requires that non-residential buildings in Zone be designed with their lowest floors at or above the BFE or,if not elevated, to be dry floodproofed.Dry floodproofing is achieved by designing and constructing measures that result in watertight structures, including attendant utilities and equipment, with all elements substantially impermeable to the passage of water.Structural components must have the capacity to resist flood loads and pen- etrations through walls and floors below the required flood elevation and must be watertight.Although they can be effective,the engineering challenges and measures necessary for complete floodproofing and flood load resis- PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 3-3 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 3 COMPLIANCE AND MITIGATION MEASURES tance can be costly.A thorough discussion of dry floodproofing, including limitations and guidance, is included in Floodproofing Non-Residential Buildings (FEMA P-936). i Most component protection and dry floodproofing measures require human intervention to properly place or deploy one 13 WARNING or more elements, such as mountable flood shields and clo- sure panels. Components often feature materials that must humanr intervention measures that require be maintained, such as gaskets and fasteners. Operations and human intervention are effective only maintenance plans with specific instructions for periodic im- if there is enough warning time i mo- s .plementation drills and regular maintenance are critical for bilize the necessary labor and safely effectiveness.Refer toASCE 24 Chapter 6 for more information. evacuate the building. Flood Barriers. Barriers around building system utility components are a primary way to achieve component protection. Flood barriers or walled structures must be designed with a foundation and walls suitable to protect the building system utility components from floodwater. Barriers or walls may be located in a building's interior or exterior.Sometimes called floodwalls,these barriers are usually freestanding,permanent engineered structures constructed of reinforced concrete or masonry (Figure 3-3).Flood barriers protect components from inundation to a specified level of protection.To provide that level of protection,barriers must be designed to resist hydrostatic loads,hydrodynamic loads, and loads from flood-borne debris and ice. Figure 3-3. Protective flood barrier - - :- surrounding shed housing back-up power generator. r w, Design of barrier foundations and walls to resist flood loads and conditions must be undertaken by a qualified registered design professional.After flood conditions are identified,characteristics of the flood barrier and equip- ment installation must be determined, including: ■ The height of the wall, which is a function of the depth of water and the level of protection required or desired. If a flood barrier is used for equipment serving new construction or buildings that are Substantially Improved or repaired after incurring Substantial Damage, the height of the barrier is determined by the elevation required for compliance. ■ Dimensions of the flood barrier, which must provide sufficient space around the equipment for service and maintenance. 3-4 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I I COMPLIANCE AND MITIGATION MEASURES 3 ■ Access to equipment, which can be provided by a doorway with a removable flood shield or panel or a specially designed door to prevent water entry. NOTE Permanently installed doors are recommended to eliminate the need to locate and install flood shields PRoodproofing measures are ei- when flood conditions are expected.Depending on the ther passive or active depending on height of the wall, access may be provided by stairs. whether they require human interven- ■ Connections to buildings served by equipment located tion.'Passive measures do not require inside a flood barrier. Penetrations of the flood barrier human intervention and are recom- and any portion of a dry-floodproofed building below mended whenever possible. Active the required flood protection level should be avoided. (or emergency) measures require When unavoidable,such penetrations must be sealed to human intervention and are effec- avoid becoming a pathway for seepage of floodwater. tive only if there.is enough warning FEMA P-936 details measures to protect building time to mobilize the necessary labor penetrations. and equipment and to evacuate the building safely. ■ Accumulation of rainfall. If the area enclosed by the flood barrier is not covered with a roof, the flood barrier design should address how interior rainfall accumulation will be handled. Estimates of likely total rainfall amounts should be obtained and measured against the equipment height from the floor. Some level of protection against inundation by accumulated rainfall is achieved by typical equipment installations,but added slab or pad thickness, or other means to raise the equipment above the floor may be necessary. Dry Floodproofing and Flood Barriers for Equipment Rooms and Machine Rooms.Areas inside non-residen- tial buildings can be dry floodproofed or surrounded by flood barriers to provide component protection (Figure 3-4).The same issues described above for flood barriers,including resistance to flood loads, access doors or stairs, and penetrations through the walls and floor of the dry-floodproofed area or room must be addressed during de- sign.This approach, sometimes called"core area protection," may be feasible in the following situations: ■ Under elevated non-residential buildings to protect machine or equipment rooms that cannot be relocated or elevated in place. ■ Inside enclosed areas under elevated non-residential buildings that are otherwise limited to parking, storage, and building access and are designed using "wet floodproofing" techniques to protect machine or equipment rooms. ■ Inside non-residential buildings built before flood requirements were adopted. Retrofit options may be considered as part of bringing non-residential buildings that are Substantially Improved or incurred Substantial Damage into compliance (see Section 2.2), or if compliance is not required and an owner elects to implement damage reduction measures (see Section 2.3). Interior equipment in machine rooms and vaults require access and ventilation, which may require specially de- signed ventilation systems and "submarine" doors. Because dry floodproofing measures are rarely completely watertight,a system to prevent and drain seepage and infiltration is required.Sump pumps powered by emergen- cy power sources are recommended. Note that these enclosures are not intended to be occupied when flooding is predicted. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 3-5 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 3 COMPLIANCE AND MITIGATION MEASURES Figure 3-4. Dry floodproofing with a substantially impermeable watertight — - -- wall and access gate used to protect mechanical and plumbing equipment. JAL Flood protection I� level 3 '..yy:::�.;''v':4.::�::': :� " 'Ili,'..-. :...4.d:•;.' Neoprene or other °-A effective seal gasket A latching dog can be used to hold closure Water seal " 9 panel seal in place and key way -4' 'D• Inside of closure panel (normally left in closed position) Detail of closure hardware as seen from inside enclosure 3.2.1 Protection of Exposed Risers, Conduits, and Cables Underground utilities, including water supply, sanitary drain- age, gas service, and electric service, are exposed to flooding;:, '4°# when they extend from the ground supply source to elevated NOTE buildings. Connecting risers, conduits,and cables should be in- -" stalled to resist anticipated flood loads, including impact from Sections 4.2.2.4 and 4.4.2 provide flood-borne debris. Exposed utility system connection compo- details on mitigation of exposed ris- nents and equipment elements can be protected in several ways: ers, conduits and cables for one-and ■ Installing risers, conduits, and cables on the most two-family dwelling systems. Section sheltered side of interior piles or other vertical 5.4.2 provides details on mitigation foundation members. In coastal areas, installation of exposed risers for mufti-family resi- on the landward side of pilings or columns provides dential and non-residential buildings. protection. Similarly, in riverine areas, installation should be on the downstream side of columns, pilings, and posts,or located inside foundation perimeter walls (crawlspace). 3-6 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems COMPLIANCE AND MITIGATION MEASURES 3 ■ Protecting risers, conduits, and cables by enclosing them in insulated, rigid, watertight conduits or chases with welded seams designed to withstand flood and debris impact forces. ■ Installing utility equipment components and connectors so they do not penetrate through walls designed to break away under flood loads. In coastal high-hazard areas, walls that surround enclosures used for parking, storage and building access must be breakaway walls. 3.2.2 Protection of Duct Systems Duct systems distribute air throughout buildings. Systems in- clude the ducts, duct fittings, dampers, plenums, fans, and accessory air handling equipment and appliances.As with other', NOTE utility system components, the most effective way to meet the minimum requirements for flood resistant construction is to in- Section 4.1.2 provides details on miti- stall all duct system elements at or above the required elevation. gation of duct systems for one- and two-family dwellings. Section 5.1.2.2 Standard duct system components are not intended to prevent provides details on mitigation of duct floodwater from entering or accumulating within them and systems for multi-family residential are not installed to resist flood loads if submerged. Duct system and non-residential buildings. components should only be installed below the required flood protection level if the components are constructed of flood.,--- damage-resistant materials. In addition, they must be designed to prevent the entry and accumulation of floodwater, and must be anchored and installed with hangers and supports capable of! ; -_ WARNING resisting flood loads,including buoyancy.This approach should Installation of ducts between joists or be examined carefully. Supply and return ducts and plenums below floor systems of buildings may that are sealed to prevent the entry of floodwater must be strong require floors to be higher than the enough to withstand the effects of buoyancy and debris impact. minimum required elevation so that It is important to note that typical straps and hangers installed the ducts are high enough to meet the with standard spacing are not able to carry the weight of satu- floodplain management regulations rated insulation after floodwater recedes. and code requirements. 3.2.3 Specially Designed Equipment Although difficult to achieve, an alternative provided by NFIP; T regulations allows equipment to be located below the BFE, pro- - - - vided that the equipment is designed,constructed,and installed; f WARNING to "prevent water from entering or accumulating within the" ".� components during conditions of flooding."While not explicit- Specially designed equipment is not ly stated, the performance expectation is that equipment will be permitted below the BFE in buildings serviceable after flooding recedes, with only minor repair and located in coastal high-hazard areas cleaning so that buildings may be reoccupied quickly. (Zone V) due to a requirement that space below such buildings be free of To satisfy the expectation that flooded equipment will be obstructions. serviceable, the equipment must be specially designed to with- stand submersion in floodwater that may contain sediment, salts, and other contaminants (refer to Section 1.S.1). Regular maintenance should be performed according to manufactur- er instructions. In addition, equipment permitted below the BFE must: PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 3-7 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 3 COMPLIANCE AND MITIGATION MEASURES ■ Be anchored to resist flood loads during conditions as severe as the base flood; ■ Be protected from flood-borne debris; ■ Not act as a pathway for water to enter buildings;and ■ Have connections designed to be submerged. Restrooms, bathrooms, and similar uses are not allowed below the BFE when compliance is required because use of enclosures is limited to vehicle parking, storage, and building access. Backflow valves for fixtures such as toi- lets, sinks, showers, and floor drains can be used to prevent backflow of floodwater only when those fixtures are in dry-floodproofed areas of non-residential buildings. If work on a building is not required to comply with the NF1P minimum requirements, then backflow valves may be used for bathroom fixtures and floor drains to reduce flood damage. 3.3 Other Mitigation Options — Partial Protection Measures There are situations — particularly for existing buildings that are not Substantially Improved or Substantially Damaged — in which elevation, relocation, or component protection measures are not feasible, or owners may determine that the cost of such measures is not warranted.This situation may occur when buildings are subject to significant flood forces, or when buildings have basements containing utility systems that cannot be readily el- evated, relocated, or floodproofed. In these situations, other measures can provide partial protection of building utility systems.Table 3-1 at the end of this chapter summarizes other measures and associated partial protection measures. 3.3.1 Flood Damage-Resistant Materials Flood damage-resistant materials can be used to provide par- tial protection to elements located below the required elevation. Most flood damage-resistant materials are commonly used for NOTE exterior finishes, structural elements, and interior building fin- ishes.However, there are some materials and finishes that can be Refer to FEMA NFIP Technical used to reduce flood impacts to building utility systems,such as: Bulletin 2, Flood Damage-Resistant ■ Uninsulated stainless steel ductwork in HVAC systems Materials Requirements for a list of designed to be submerged; flood damage-resistant materials. ■ Most piping materials used in plumbing systems; and ■ Corrosion-resistant coatings and finishes used to protect components located in elevator pits. Although flood damage-resistant materials do not eliminate damage, they can help reduce it and facilitate cleanup to allow for swift restoration of building services. 3.3.2 Fast Replacement of Components If components of a building utility system cannot be elevated,relocated,or protected with component protection measures, another mitigation measure is to install these elements in a manner that allows for quick isolation and cost-efficient replacement if damaged.Although this approach does not eliminate flood damage to building utility systems,it can help isolate the damage and allow for quicker service restoration. 3-8 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems COMPLIANCE AND MITIGATION MEASURES 3 Examples of these measures are: ■ Installing sections of HVAC ductwork that are exposed to flooding with brackets and joints that allow for quick removal and replacement; ■ Installing electrical wiring using corrosion resistant raceway systems that facilitate replacement of conductors exposed to flooding; ■ Electrically isolating components installed in areas subject to flooding from components at higher elevations;and ■ Installing separate branch circuits or feeders that are isolated from the rest of the electrical system and protected using ground fault circuit interrupters (GFCIs). 3.3.3 Emergency Measures Emergency measures are temporary procedures implemented in�+ the period between the recognition of a flood threat and when I flooding actually occurs.These measures may be used to provide some protection to buildings or portions of buildings. Some NOTE commonly used emergency measures with variable effectiveness Refer to Section 4.4 of FEMA P-936, are briefly described below. "Active measures" are those requir- Floodproofeig Non-Residential ing intervention or activity such as filling and placing sandbags, Buildings for additional details on activating a flood protection system or deploying flood gates. emergency measures. "Passive measures" are those which are in place, ready to func- tion without intervention such as protective flood barriers or an automatic generator. Sandbags: Temporary barriers constructed of sandbags can be used to protect structures or system components from flooding or provide additional height to existing flood barriers before flooding reaches critical levels (see Figure 3-5). However, unless emergency placement is planned and deployed under the direction of trained per- sonnel, most sandbag barriers are not fully effective and leaking and failure are common. Due to the intensive effort and amount of time needed for proper placement, and the limited protection they afford, sandbag walls should not be considered a reliable long-term protection measure. Temporary Flood Barriers:A number of vendors offer temporary, self-supporting flood barriers that can be as- sembled, moved into place, anchored, and filled with water, sand or gravel and then removed after flood threats have passed (see Figure 3-6).These barriers must be sized for the site or building. Caution should be exercised when considering use of temporary barriers for flood depths greater than three feet.Training and annual drills are important so personnel know how to deploy the barriers.Proper storage, including cleaning after deployment,is necessary to protect the materials over long periods of time. Flood Wrapping Systems:Flood wrapping systems are temporary emergency measures in which plastic or other synthetic waterproof sheeting material is used to seal buildings and prevent water intrusion into the building and associated systems.Depending on building configuration,use of a wrapping system may be effective to protect an equipment or machine room from frequent flooding. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 3-9 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 3 COMPLIANCE AND MITIGATION MEASURES Cross Section Yew Plan View law a... i ht% g times he Width" Height �•+ Water side Notes 1. Bags should be 2/3 full and do -�,- Bonding Trench not need to be tied ;r 1 sandbag deep x 2. Place bags lengthwise parallel to 2 sandbags wide flow direction,with open end of Y Strip sod before laying bag facing downstream bottom layer, if possible 3.Tamp bags in place by walking on them Figure 3-5.Techniques for proper placement of sandbags. Figure 3-6. Gravel-filled containers formed a barrier to protect University of Iowa facilities during a flood event (2008). NOW 3-10 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems COMPLIANCE AND MITIGATION MEASURES 3 3.3.4 Quick-Connect Mechanisms When equipment essential to a building utility system cannot be elevated, relocated, or dry-floodproofed (com- ponent protection), quick-connect mechanisms (often called "flanged connections" or"service flanges") can be used to disconnect equipment components prior to the onset of flooding.If the disconnected equipment is small or lightweight,it can be moved to a location above the anticipated flood level and then quickly reconnected after floodwater recedes.If the equipment is too large or heavy to move or is damaged, having quick-connect mecha- nisms allow for the connection of temporary equipment such as boilers, chillers, and generators until damaged equipment is repaired or replacement equipment is delivered (Figure 3-7). Although the installation of quick- connect mechanisms may not eliminate flood damage and service losses associated with flooded building utility systems, this measure can reduce damage and speed the restoration of utility services and building function. Aawa Figure 3-7. Portable boiler provides heat during repair of flood damage. TWO .I / 3.3.5 Summary of Mitigation Concepts for Building Utility Systems Table 3-1 summarizes mitigation concepts for building utility systems.Table 3-1 can be a starting point to help identify the most appropriate mitigation actions for building utility systems that warrant further examination based on the guidance in Chapter 4 and Chapter S.The appropriate mitigation action for any part of the utility systems that serve buildings depends on whether a building is a new construction,Substantial Improvement,or a repair of Substantial Damage,in which case compliance is required.If compliance or conformance it not required, some mitigation actions may reduce vulnerability to flood damage. Other factors must be considered in the con- text of a specific building's characteristics, such as whether action must be taken when flooding threatens (active or passive measures), the degree of protection required or desired and the relative cost. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 3-11 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 3 COMPLIANCE AND MITIGATION MEASURES Table 3-1. Summary of Mitigation Concepts for Building Utility Systems. New Construction and i Compliance Residentialor Factors for Consideration Mitigation Actions for , ,. Building Utility Systems - Not Required Zone A Zone V Zone A Zone V (not SI/SD)All Active or Degree of Relative Elevation and Relocation Elevate on pedestal, or pier/past-supported ✓ Not ✓ Not ✓ Passive High $ platform permitted permitted Elevate on pile- supported or knee-braced ✓ ✓ ✓ ✓ ✓ Passive High $$ platform Relocate to required elevation(pedestal/ ✓ ✓ ✓ ✓ ,/ Passive High $$ platform),next higher floor,or roof Relocate for component protection(dry-flood- Not Not ✓ Not ✓ Active or Moderate $$$ proofed vault,machine permitted permitted permitted Passive room,flood barrier) Component Protection Dry floodproof(building, ,vault, Not Not Not Active or portion of building, permitted ✓ ✓ Moderate $$$ machine room) permitted permitted Passive Flood barrier(outside or Not Not Not Active or inside) permitted permitted ✓ ✓ Moderate $$$ permitted Passive Specially designed Not Not Active or equipment ✓ permitted ✓ permitted PassiveModerate $$$ Partial Protection Measures Flood damage-resistant Not Not Not Not materials permitted permitted permitted permitted ✓ Passive Low $$ Facilitate replacement of Not Not Not Not below-BFE components permitted permitted permitted permitted ✓ Active Low $ Emergency measures Not Not Not Not ✓ Active Low $$ permitted permitted permitted permitted Quick-connect Not Not Not Not mechanisms for below- ✓ Active Low $ BFE equipment permitted permitted permitted permitted 3-12 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems COMPLIANCE AND MITIGATION MEASURES 3 Table Notes: 1) FEMA recommends enforcing Zone V requirements in Coastal A Zone(CAZ),the area seaward of Limit of Moderate Wave Action (LiMWA). 2) Active or Passive Active Requires human intervention,flood warning time,and significant maintenance to be effective Passive Do not require human intervention or flood warning time with limited maintenance to be effective 3) Degree of Protection Low Typically effective for lower flood depths(less than 3 ft.)and lower flood velocities(less than 5 ft./s) Moderate Typically effective for moderate flood depths(4 to 6 ft.)and moderate flood velocities(5 to 10 ft./s) High I Typically effective for higher flood depths(8 ft.or more)and higher velocities(10 ft./s or more)or wave action 4) Relative Cost $ Generally low cost relative to other measures $$ Generally moderate cost relative to other measures $$$ Generally high cost relative to other measures PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 3-13 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I 4.0 Miti Measures for Residential Chapter 4 describes mitigation measures for residential buildings, with a specific focus on detached one- and two-family homes and townhouses up to three stories in height.The discussions in this chapter also apply to larg- er residential buildings, (i.e. those covered by IBC Section 310 —Occupancy Group R), but many—particularly high-rise or mixed use buildings—may have mechanical,electrical,and plumbing (MEP) systems similar to those found in commercial buildings.Therefore, for those buildings, the guidance provided in Chapter 5 may be more appropriate. It should be noted, however, that regulations limit mitigation options for residential buildings, and so not all mitigation options discussed in Chapter 5 can be implemented in new construction or in Substantially Improved or Substantially Damaged residential buildings.For the purposes of Chapter 4 and Chapter 5,Substantial Damage requirements are covered by the Substantial Improvement requirements. The guidance herein is generally consistent with requirements for new construction and Substantially Improved residences, but can also be applied on a voluntary basis to existing buildings not Substantially Improved or Substantially Damaged to increase flood resiliency.This chapter describes mitigation measures rather than specific construction techniques because there are often many ways to reduce exposure to flooding while meeting state and local codes,ordinances,referenced standards, and NFIP criteria. NFIP regulations [44 CFR§60.3(a)(3)] state that: All new construction and Substantial Improvements shall be constructed with electrical,heating,ventilation,plumbing, and air condi- tioning equipment and other service facilities that are designed and/or located so as to prevent water from entering or accumulating in the components during conditions of flooding. This requirement is reflected in the IRC,where Section 322 requires the following to be elevated above the flood protection level: ■ heating,ventilating, duct systems, and air conditioning systems, equipment and components; ■ electrical systems, equipment and components; ■ plumbing appliances,plumbing fixtures;and ■ other service equipment. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-1 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Exceptions are allowed only when components are designed and installed to prevent water entry or where equip- ment can resist flood loads,including buoyancy.While it may be practical to prevent water entry into a few utility components (e.g.,sealed water piping),it is often difficult to resist flood forces that tend to crush or dislodge sub- merged equipment.Thus, elevating utility systems is often the only practical option for flood protection. Chapter 2 outlined information on building system NFIP requirements and building codes and other regulations that may apply. Because building codes and NFIP regulations vary by state and local government, one should al- ways consult with local building officials to verify that all new construction or Substantial Improvement proceeds in accordance with applicable regulations.The local building official will also determine the required permits for residential utility system mitigation projects. The following mitigation actions will be discussed in this chapter: ■ Elevation: This measure involves elevating vulnerable components of the MEP systems by placing them on raised platforms or frames, preferably above the flood protection level. For new construction and Substantially Improved buildings, elevation is usually the only option recognized by the NFIP for mitigating residential equipment vulnerable to flood damage. In this document, elevation may be referred to as"in-place elevation" to distinguish it from the more involved, but generally more effective mitigation approach of relocation. ■ Relocation: This measure involves moving vulnerable j components of building utility systems to a higher w level or higher floor in the home. Relocation is often�',,. NOTE DRY the method that offers the least residual risk. t FLOODPROOFING ■ Component protection (Dry floodproofing): This Since it is extremely difficult to measure involves the installation of flood resistant make buildings and systems com- barriers and can be used to protect vulnerable pletely watertight, some minimal components of MEP systems (see Note). The NFIP water entry should be expected in dry does not recognize dry floodproofing for residential floodproofed spaces that protect resi- buildings as a mitigation measure; therefore, it is not dential building components. Refer to an option for new construction and Substantially Chapter 5 for technical details on spe- Improved buildings (see Warning). Nonetheless, dry cific dry floodproofing requirements floodproofing can reduce flood risks in instances other for non-residential buildings. than Substantial Improvement or Substantial Damage. ■ Other Measures (Wet floodproofing): Partial system �` + mitigation can reduce flood damage. Certain HVAC , components that have some resistance to flood • damage and can be readily cleaned and repaired, may WARNING be used instead of elevation or dry floodproofing. In addition to dry floodproofing pro- The NFIP, the IRC and ASCE 24 allow components hibitions for new construction, to be exposed to floodwater, provided they can resist Substantial Improvements, and re- flood forces and are designed and installed to prevent pairs to Substantial Damage, avoid floodwater entry.However,it can be difficult to obtain dry floodproofing residential buildings flood-resistant utility components, particularly those in a manner that will render the struc- that prevent floodwater entry and can resist flood ture in violation of the NIFIR loads. It is advantageous to describe MEP systems as consisting of primary components and secondary components.Pri- mary components are those that must operate to provide MEP service (heat,ventilation,air conditioning,electrical 4-2 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I r MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 power,potable water,etc.) to any portion of the home. Secondary components are those that,if damaged or ren- dered inoperable,do not interrupt the function of the entire system;portions of the home can still be served even when some secondary components have been damaged by floodwater. Table 4-1 summarizes mitigation approaches for various MEP systems and indicates where they are discussed in this chapter. General principles are provided in Chapter 3, Compliance and Mitigation Measures. NOTE: FLOOD PROTECTION LEVEL This publication uses the term fbod protection level to address the minimum elevation that the owner uses as alevel of flood protection.For new construction,existing construction deemed to be Substantially Improved or Substantially Damaged,and houses otherwise directed by the authority having jurisdiction, the BFE or design flood elevation usually refers to the minimum required elevation of flood protection. When required fbod elevation is used in this publication, it refers to the minimum elevation required for flood protection by the jurisdictional authority.At a minimum the required fbod elevation is the BFE. In addition, flood protection level refers to the level selected to provide the desired protection when com- pliance with a code or regulation is not required and designers and owners elect to elevate or protect building utility systems. In some situations, more than one flood protection level may be appropriate.For example, owners may elect to provide more protection for more critical or more expensive systems than they do for less critical or expensive systems that could more easily be repaired. Table 4-1.Summary of utility mitigation measures for residential buildings. ImprovementSystem NFIP Compliant New Construction or System Repairs for Existing and Non- . . HVAC(Section 4.1) General recommendations Minimize number of HVAC system compo- Install system components as high as nents installed below the flood protection practical.When placed below the flood level. When placed below the flood pro- protection level,install components that tection level,install components that can be readily restored or replaced and resist flood forces and prevent floodwater that are functionally isolated from the rest entry and accumulation. of the system. Primary components(HVAC Install above the flood protection level un- Install as high as practical.When placed units,boilers,chillers,hot and less components are designed to resist below the flood protection level, protect chilled water pumps) flood forces and prevent floodwater entry with dry floodproofing or install compo- or accumulation. nents in a fashion that allows for rapid removal and restoration Dry floodproofing not allowed. Dry floodproofing can be an option for in- terim flood mitigation. Secondary components(duct, Install above the flood protection level Install as high as practical. When placed grills,registers,convectors,radi- when possible.When placed below the below the flood protection level, install ators,and zone control valves) flood protection level,install components secondary components to reduce system that resist flood forces and prevents impacts from flood damage. floodwater entry and accumulation. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-3 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS CompliantSystem NFIP . Improvement . . Electrical(Section 4.2) General recommendations Minimize electrical system components Install electrical system components as installed below the flood protection level. high as practical. When placed below the When placed below the flood protection flood protection level, install components level, install components that resist flood that can be readily replaced and electrical- forces and prevent floodwater from entry ly isolated from rest of the system. or accumulation. Primary components(service Install above the flood protection level. Install as high as practical.When placed panel,meter,generator, portable below the flood protection level, protect generator connection,transfer Dry floodproofing not allowed. with dry floodproofing or install com- switch) ponents in a fashion that allows rapid removal and restoration. Dry floodproofing can be an option for in- terim flood mitigation. Secondary equipment(branch Install above flood protection level when Install as high as practical. When placed circuits and devices) possible. When placed below flood pro- below flood protection level, install second- tection level, install components to resist ary components that can be electrically flood forces and prevent floodwater entry isolated from rest of the system. and accumulation. Miscellaneous equipment j See general recommendations. j See general recommendations. Plumbing(Section 4.3) General recommendations Minimize number of plumbing compo- Install plumbing components as high as nents installed below the flood protection possible.When placed below the flood level. When placed below the flood pro- protection level, install components that tection level,install components to resist can be readily restored or replaced and flood loads and prevent floodwater entry are functionally isolated from the rest of and accumulation. system. Primary system components Install any non-submersible components Install any non-submersible components of the potable water system above the flood protection level. as high as practical. When placed below (booster pumps,domestic water the flood protection level, protect with dry heaters,meters,backflow pre- Dry floodproofing not allowed. floodproofing or install components in a vention valves) fashion that allows for rapid removal and restoration. Dry floodproofing can be an option for in- terim flood mitigation. Wastewater systems—primary Place non-submersible lift and macerator Install non-submersible components as components pumps above flood protection level. high as practical. When placed below the flood protection level, protect with dry floodproofing or install components in a fashion that allows for rapid removal and restoration. Fire sprinkler systems—primary Place sprinkler and jockey pumps above Install as high as practical. When placed components flood protection level. below the flood protection level,install components in a fashion that allows for rapid restoration. 4-4 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 ImprovementSystem NFIP Compliant New Construction or System Repairs for Existing and Non- . . Secondary equipment of plumb- Minimize number of plumbing compo- Install as high as practical.When placed i ing systems(domestic water, nents installed below the flood protection below the flood protection level, install drain waste and vent piping, level. When placed below the flood pro- components in a fashion that allows for sprinkler piping) tection level, install components to resist rapid restoration. flood forces and prevent floodwater entry and accumulation. Fuel Systems(Section 4.4) Primary components(pumps, Minimize number of plumbing compo- Install as high as practical. When placed meters,and tanks) nents installed below the flood protection below the flood protection level,protect level.When placed below the flood pro- with dry floodproofing or install compo- tection level, install components to resist nents in a fashion that allows for rapid flood forces and prevent floodwater entry removal and restoration. and accumulation. Secondary components(piping, Minimize number of plumbing compo- Install as high as practical.When placed valves) nents installed below the flood protection below the flood protection level, protect level. When placed below the flood pro- with dry floodproofing or install compo- tection level, install components to resist nents in a fashion that allows for rapid flood forces and prevent floodwater entry removal and restoration and accumulation. Conveyances-Elevators and Lifts(Section 4.5) Primary and Secondary compo- Minimize number of conveyance compo- Install components high as practical. nents(motors, pumps,controls) nents installed below the flood protection When placed below the flood protection level. When placed below the flood pro- level, protect with dry floodproofing or in- tection level,select components that will stall components in a fashion that allows resist flood forces and prevent floodwater for rapid removal and restoration. entry and accumulation. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-5 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4.1 Heating, Ventilation and Air Conditioning (HVAC) It is advantageous to describe HVAC systems as consisting of primary components and secondary components. Pri- mary components are those that must function to provide heat, ventilation or air conditioning to any portion of the home. Secondary components are those that, if damaged or rendered inoperable, do not interrupt the entire HVAC system.Portions of the home can still be supplied by HVAC systems even after some secondary components are damaged or destroyed by floodwater. Most residential HVAC systems provide both heating and air conditioning, usually through forced air ductwork.In forced air , systems, air is conditioned (heated or cooled) in a primary unit NOTE (furnace or air handling unit) and then distributed throughout y the conditioned portions of the home via a system of supply In newer, more tightly constructed and return ducts, grills and registers. Furnaces are typically homes with limited leakage, fresh fuel-fired but can be electric.Conditioned air is then reheated (or air may be provided by heat recov- re-cooled) and recirculated. ery ventilators (HRVs) or energy recovery ventilators (ERVs). These HVAC systems that provide only heat are not necessarily forced components constantly exhaust stale air systems. Other options include hydronic systems and hybrid interior air and draw in fresh outside systems.In hydronic systems,hot water is heated by a boiler and air. These systems generally consist circulated throughout the home. With hybrid systems, the hot of interior air handling units or fur- water provided by the boilers is circulated through hot water naces and exterior compressor or coils in air handling units where it heats the distributed air. condensing units. HRV and ERV sys- tems can be stand-alone and have A residential HVAC system is shown in Figure 4-1 which depicts dedicated supplies and return (fresh a home supplied with dual forced air HVAC units and associated air and exhaust) ducts or they can ducts,grills and registers.One HVAC unit with its associated sup- work in conjunction with the main ply ducts and return ducts is located in the basement; the second HVAC system. unit is located in the attic.The basement unit serves the first floor; the attic unit serves the second floor.Table 4-2 lists the primary and secondary components and the subsections where mitiga- tion options are discussed. 4-6 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and.Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 pp l� Component Type 0 Exterior units Primary Q Interior units Primary Q Supply and return trunkline ducts Primary 0 Interconnecting piping Primary © Lateral supply ducts and registers(typical) Secondary Figure 4-1. Example of a residence supplied by two forced-air HVAC systems. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-7 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Table 4-2.Typical primary and secondary components of residential HVAC Systems. ComponentsHVAC equipment type(Subsection) Primary components(4.1.2.1) Air handlers and air handling units(AHUs),trunk line sup- ply,and return ducts Compressor and condensing units(AC units and heat pumps) Furnaces and boilers Circulator pumps Secondary components(4.1.2.2) Lateral supply and return ducts Piping(when present) Convectors,radiators,and zone control valves The primary HVAC components include all equipment necessary to heat or cool the home. Primary compo- nents vary with the style of HVAC system,but typically include air handling units (AHUs),AC condensers or heat pumps, furnaces, boilers, and circulator pumps. In forced air systems, the sections of supply and return ducts that connect to the HVAC units are also primary components because they are required for a functional heating or cooling system. Often, the primary sections of ducts are called trunk line ducts. Components of other systems that supply the HVAC equipment,such as fuel supply and piping and electrical components needed for operation, are considered primary components.These components include the controls needed for the system to function, which may be one or multiple thermostats and motor-operated valves or dampers. Regardless of the system type,most HVAC components are not flood resistant and are readily damaged if exposed to floodwater.Typically,primary components are completely destroyed when inundated by floodwater.Inundation short-circuits the unit's electrical equipment, saturates insulation, and usually introduces silt and sediment into the unit. Mold can develop, especially in duct work.Also, due to the corrosive nature of floodwater, inundation typically causes rust and oxidation that can damage a unit after floodwater recedes. Flood mitigation can reduce physical damage and loss of function from flooding. Primary components are often the most expensive components to replace,resulting in the longest period of system downtime.If a flood occurs in cold weather regions during the winter season,the resident may not get a Certificate of Occupancy to return to the home until the heating system is fully functional. In many homes, HVAC system components are one of the best candidates for mitigation. Due to the cost of primary components and their integral function in the home, mitigation measures that produce even moderate reductions of flood risk should be considered. The following sections discuss techniques for elevation and protection of the main components of residential HVAC systems. Selection of mitigation measures may be dictated by code requirements. For example, for heat- producing devices like boilers,furnaces and fuel-fired water heaters, codes often limit clearances to combustibles. Those clearances could limit how much a boiler,furnace or water heater can be elevated.Local building code of- ficials should be consulted to verify that actions taken to reduce flood risks satisfy all codes. 4.1.1 Flood Risks to HVAC Components The risk of flood damage to HVAC components depends on their elevation and location in the residence and by how the home was built.The primary components of a home's HVAC system.are often located in the basement if one is present, where they are most vulnerable to flood damage. Primary HVAC components in slab-on-grade homes are located typically on the first floor, the attic, or in an attached garage. Often, the elevation of the ga- rage is lower than the house itself(due to fire codes or site considerations); therefore,HVAC components located 4-8 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 in a garage may be at greater flood risk unless they are elevated. Homes built over crawlspaces often have HVAC components placed in the crawlspace, including ductwork and even the heating and air conditioning units. In multi-level homes with two or more HVAC systems, primary HVAC components are often located in attic areas with a much lower flood risk. In air-conditioned homes, exterior compressor units are typically used.The compressor unit works with an inte- rior HVAC coil unit to remove heat from the interior and exhaust it outside. Condenser units are usually placed outside at grade level except for new construction, for which the NFIP and building codes require placement of components at or above the required flood protection level. If placed at grade, condenser units might be located below this level, thus increasing the risk of flood damage. Secondary HVAC components can be damaged without the entire system losing service. Secondary systems often provide heating,ventilation,or cooling to portions of the building,or they may be optional components,like hu- midifiers,that are not necessary for operation.For forced-air systems, secondary components include portions of the supply and return ductwork that serve individual rooms or spaces, as well as the supply registers and return grills in those rooms or spaces.As mentioned previously, the main supply and return ducts— often called trunk lines—are considered primary components because they are essential to provide heating, ventilation or cooling to homes.For hydronic systems, secondary components include piping and convectors,radiators, and zone con- 'trol valves. Like primary components of HVAC systems,most secondary components can be damaged or destroyed by flood- water.Air handling components are particularly vulnerable because of the common practice of installing ductwork below the living space and supplying conditioned air from floor grills and registers, which exposes ductwork to flood damage. Ducts in residential systems typically operate at static pressures of approximately one inch of water column,which is about 0.04 pounds per square inch (psi), or about S pounds per square foot (psf).Floodwater can create much greater pressures on sealed ducts even when those ducts are only partially submerged.For example,the hydrostatic pressure on the bottom of a sealed HVAC duct submerged in 6 inches of floodwater is 0.22 psi, or about 30 psf. That pressure is six times the operating pressure of the duct.Because ducts are typically sealed to resist air leakage, they will collapse or be crushed even when only partially submerged. When ducts are not sealed, floodwater entering the ducts will reduce the hydrostatic loads because they are a function of the amount of water displaced by the duct; if ducts fill with water, the net hydrostatic force is zero. Floodwater entering ducts will typically contaminate the system through an accumulation of grit, sand, mud, pathogens,petrochemicals,herbicides and pesticides,fertilizers, sewage, and other materials. Fiberglass insulation commonly used for residential HVAC ducts readily absorbs water. Unless flood resistant closed-cell insulation is used, flooding contaminates and often destroys ductwork insulation and requires the in- sulation to be replaced. Other HVAC components can also be damaged if their insulation is saturated. The corrosive nature of floodwater can cause long-term degradation of secondary components if they cannot be adequately cleaned after a flood event.Piping in HVAC systems offer some inherent resistance to floodwater (par- ticularly from still water flooding), but piping insulation can still be destroyed when inundated.The corrosive effects of floodwater can damage some piping components like valve stems,threaded fittings,and piping supports. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-9 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS NOTE In SFHAs where flood elevations have been determined with delineated BFEs,the actual flood risk to the'HVAC system can be determined by comparing the'HVAC equipment elevation to the required flood elevation.In areas outside of SFHAs,or in SFHAs where flood elevations are undetermined,historical data and records often can be used to assess flood risk. 4.1.2 Mitigation for HVAC Components The most effective method of mitigating flood risk for primary HVAC components is elevating them, preferably above the required flood protection level.In some situations,it may not be necessary to achieve this level to make mitigation effective.Sometimes,elevating HVAC components even a few inches can reduce flood risk significantly. While any amount of elevation reduces flood risk, components should be elevated as high as practical to achieve the greatest mitigation benefit. Several considerations control the achievable elevation,including: ■ size and height of components and ceiling clearance height where components are located; ■ required clearance to equipment and combustibles that require maintenance; ■ provisions for combustion air and vents; ■ access for maintenance, routine servicing, and repairs; ■ connections to other HVAC components,particularly duct connections and condensate lines; and ■ ability to support and anchor elevated equipment. Unit height and height of spaces containing equipment:When primary HVAC components are elevated in place (as opposed to being relocated), component height and available vertical clearance often determines how high they can be elevated. Some options to increase vertical clearances, like relocating ducts to run between fram- ing members, may be available. Increasing vertical clearances using structural modifications, however, are often impractical. Elevation of exterior components like condensing units may not be hindered by equipment height, but rendered impractical by restrictions to access for servicing the equipment. Maintenance access may influence the ways in which equipment can be elevated.For example,platforms that allow service technicians access may require stairs and safety railings. Clearance to combustibles and working space:Most heat-generating HVAC equipment requires minimum clear- ance to combustible materials. Different clearances are often necessary for the top, bottom, sides, and back of a unit.Working space must be maintained for servicing,repairs, and component replacement. Specific clearances to combustible and working space are in manufacturers'installation manuals. In some installations, non-combustible materials can be installed between the heat-generating HVAC equipment and combustible materials to allow for equipment elevation. I 4-10 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 I Combustion air and venting. Fuel-burning devices require combustion air-venting for gas exhaustion.When elevating equipment, those provisions need to be maintained. Combustion air provisions are usually satisfied if HVAC equipment elevation is in place, but proper venting can limit elevation height. For example, vents need to slope upward to maintain draft and to allow condensation (for condensing units) to drain properly.Thus,when HVAC equipment is elevated, exhaust equipment must be elevated as well. Access for maintenance,servicing,and repairs:When elevating equipment in place,access is usually not signifi- cantly changed.However,if elevation involves moving the equipment to other areas of the residence, then access for maintenance, servicing, and repair must be accommodated. Connections to the HVAC system:Primary HVAC components are connected to other system components.While these connections may be easily made with water heating systems,forced air systems feature connections to rela- tively large ducts that require significant space for installation.The space and configuration of system connections will often determine flood mitigation options to reduce flood exposure of the connections. Ability to support and anchor equipment:All elevated equipment should be, and may be mandated by code to be adequately supported to carry the weight of equipment. In seismic areas, the supports must also resist earth- quake forces.Those forces can include lateral and vertical loads that depend on the equipment's weight and center of gravity. Earthquake forces on equipment can increase with elevation; therefore, earthquake forces should be determined for the elevated location.Exterior equipment must also be supported and anchored to resist other en- vironmental loads like wind, ice,and snow. Exterior HVAC equipment:Outdoor HVAC equipment can be placed on elevated pedestals or platforms.In coast- al areas, floodways, and areas subject to high velocity flooding where floodwater can undermine foundations supporting pedestals or platforms, outdoor HVAC equipment should be supported by piles that extend below the expected depths of erosion, scour, and frost.Alternatively, HVAC equipment can be placed on platforms that cantilever out from the structure.In both cases, the platforms should elevate equipment above the required flood protection elevation.Where possible, pedestals and platforms should be located on the landward side (in coast- al areas) or downstream side (in riverine areas) of homes to minimize risk from flood-borne debris impact. In coastal areas, the lowest horizontal member supporting the equipment or platform should be above the required flood protection elevation to avoid damage from breaking waves. Exterior equipment should be anchored or strapped to resist wind and other forces as specified by local building codes. In coastal areas, anchors and straps should be stainless steel or hot-dip galvanized to resist salt spray and corrosion. Figures 4-2 and 4-3 show examples of elevated residential HVAC I i components supported by cantilevered platforms. , �Mitigation Scheduling and System Downtime: Most mite NOTE l— gation requires some system downtime. Components must be The NFIP requires that all HVAC taken out of service during elevation or relocation. It is often equipment that cannot be elevated preferable to mitigate during system replacement when the sys- above the BFE be designed to prevent tem is shut down.When mitigating newer equipment that is still water from entering and accumulating serviceable, scheduling the mitigation may reduce the impact of within the equipment. Nonetheless, that downtime. For example, mitigation of heating or air condi- this option is rarely practical because tioning equipment can be performed during temperate times of it is extremely difficult to prevent water the year when the temporary interruption of heat or air condi- intrusion. tioning may not be a significant inconvenience. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-11 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Figure 4-2. Elevated HVAC condenser - units in a coastal zone with a protective railing installed(Galveston \ Island,Texas). �� \ a 3 i r Figure 4-3. Elevated HVAC condenser unit on cantilevered platform(Port r Bolivar,Texas). s, w Whether mitigating operational equipment or waiting until equipment needs to be replaced before mitigating the system, advanced planning and consultation with the building official is important. Planning allows for various options to be considered and the best selected, and the scope of work to be clearly defined, quantified and bud- geted so that mitigation can be completed as efficiently as possible. 4-12 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 4.1.2.1 Mitigation for Primary Components In-Place Elevation:As previously mentioned, the most effective flood mitigation for primary HVAC components is elevation, preferably above the required level.When vertical clearance exists and connections to the primary unit allow it, the unit can be elevated in-place; that is, the unit can be elevated without moving it to a higher floor. In-place mitigation is generally simpler,less expensive,and more practical than relocating equipment to a higher floor. One of the more common approaches for in-place elevation is to construct platforms or flames to elevate, sup- port and anchor primary components.This approach requires temporary removal of equipment,relocation while the platform or frame is constructed, and reinstallation at the new,higher elevation.Figure 4-4 shows a platform being used to elevate an interior HVAC unit in-place.Where possible, the exterior units should be elevated to pro- vide equal flood protection. Figure 4-4. Placing the interior HVAC unit on an elevated platform and placing the exterior units at a higher grade provides greater protection from flooding. Flood protection level -r , s ryh ®©p Component reconfiguration: If ductwork is already sufficiently elevated (or can be elevated) but insufficient vertical clearance exists for installing an elevated frame or platform, component reconfiguration may be a viable option.With component reconfiguration,a vertical HVAC unit is replaced with a horizontal unit.This approach is often most feasible with heat pumps that do not produce exhaust gases that require venting, or condensing fur- naces that require vents for exhaust gases but the vents can be installed close to combustible materials. Figure 4-5 shows an HVAC system being reconfigured to a horizontal unit that can be placed at a higher elevation than a vertical unit. Figure 4-5 also shows the exterior condensing units placed at a higher elevation to reduce flood risk exposure. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-13 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems ! 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Figure 4-5. Replacing a vertical style interior HVAC unit with an elevated horizontal style unit and placing exterior units at a higher grade provides greater protection from flooding. e Flood protection level p[t}. 4 R 0040,, Component relocation:If there is insufficient clearance to elevate equipment in-place and reconfiguration is not an option, component relocation may be a feasible mitigation option. Component relocation involves moving a component or piece of equipment from its original position to a higher location in the home,typically to a higher floor.Component relocation can be more effective than elevating in-place because it adds at least a story height (8 to 10 feet) of elevation as opposed to the 1 to 3 feet typically achievable with in-place elevation,or the 4 to 6 feet with component reconfiguration. However, component relocation generally involves more extensive work than either of the other methods discussed, and may be impractical in some cases. Relocating primary HVAC components can require newly created space on an elevated floor to house the equip- ment. In residences, closets are often used. The space must be large enough to house the equipment while maintaining clearance to combustible materials and access for repairs and maintenance. Forced air systems need to connect to existing supply and return ducts;fuel fired units need to exhaust combustion products.Also,electric power and control wiring,as well as fuel piping or hot water piping,need to be brought to the new location.For these reasons, component relocation is typically done only during major renovations that can meet Substantial Improvement requirements where all code and NFIP criteria must be met.Figure 4-6 shows a HVAC unit relocated from the basement to the first floor. 4-14 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 Figure 4-6. Relocating the basement HVAC unit to the first floor and placing exterior units at a higher grade provides greater flood protection than in-place elevation. e ti Flood --__ protection level M p h.r. Component protection (dry floodproofing):When HVAC units cannot be elevated in place, reconfigured, or relocated to a higher floor, dry floodproofing may be an option if the residence is not new construction or un- dergoing Substantial Improvements. Dry floodproofing involves enclosing components in watertight walls that extend up to the flood protection level. An example is shown in Figure 4-7. For dry floodproofing to be effective, the walls and floor of the protected area must be strong enough to withstand all applicable flood forces (including hydrostatic and buoyancy forces) and the equipment must be heavy enough—or sufficiently anchored—to resist buoyancy. If the flood protection level is relatively low (12 inches or less), a low wall or curb can be constructed without requiring a closure pan- el, so long as stepping over the top of the wall does not unduly limit access. For higher walls, the configuration shown in Figure 4-7 may be appropriate. Closure panels should be latched except when servicing the equipment (Figure 4-8). Because it is usually difficult to create completely watertight enclosures, provisions should be made to address seepage.Sump pumps to remove water that seeps into dry floodproofed areas should be installed.Because electric power could be interrupted during a flood event, a standby power source is recommended.The type of standby power depends on seepage rates and the flood duration.When seepage rates are well controlled and flooding is of a short duration,stored energy devices like batteries may suffice.In regions with longer duration floods where seepage is not well controlled, an on-site standby generator may be needed.The generator,its fuel system,and all wiring needed to supply the sump pump would need to be protected from flooding. U PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-15 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Figure 4-7. Dry floodproofing with a watertight wall and access gate used to protect mechanical and plumbing equipment. '1 ' Flood protection level '°:�:.b�''.•......D::.�::'.,.. .D:. b'.':.b:'.•.fir.:..•'.D::p N: �. 4 Neoprene or other "a:�•' a''` .. ��' effective seal gasket A latching dog can be ® used to hold closure Water seal 're::: 9: panel seal in place and key way •R''' "G• Inside of closure panel (normally left in closed position) Detail of closure hardware as seen from inside enclosure Connections: Most HVAC equipment requires several connections to components in the HVAC system and to other systems (i.e., electrical). Providing connections that facilitate removal and replacement of damaged equip- ment can minimize system downtime. Connective unions like T-sections can be installed in piping to simplify new connections to existing piping.Junc- tion boxes can be installed in the branch circuits that supply HVAC equipment.The junction boxes allow wiring between those boxes and the flood-damaged HVAC equipment to be replaced without disturbing the undamaged portions of the wiring routed above the floodwater.Flexible couplings or splices can be installed in ducts to facili- tate replacing flood damaged ducts with ducts not exposed to floodwater.The flexible couplings should be placed as high as possible,preferably above the flood protection level. Transitions such as unions and junction boxes should be located above the flood protection level.Also, codes re- quire that these components be accessible and not located in concealed spaces. For HVAC components that are relatively small and light,these connections may allow preemptive actions to pre- vent flood damage. Disconnection points may allow the unit to be temporarily removed before the flood and reinstalled after floodwater recedes.If mitigation allowing preemptive removal is planned,isolation valves should be instilled upstream of the disconnection points. 4-16 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 Figure 4-8.Alternate dry floodproofing 4 Water methods for protecting equipment. Latching dogs are commonly used to secure a closure panel Water M 'I Side-hinged closure Water t l Drop-in closure Other mitigation methods: In some residential construction, the options for in-place elevation, component re- configuration and dry floodproofing are limited and component relocation is cost-prohibitive or otherwise not practical. In those situations, unconventional methods that may require human intervention (active mitigation) or are not acknowledged by codes and standards may offer some benefits.Flood risk may not be reduced,but re- covery from flooding could be accelerated. 4.1.2.2 Mitigation for Secondary Components Secondary components are usually less expensive than primary components and, because they often extend throughout the home,can be difficult to mitigate entirely.For many residences, some secondary components can be damaged by flooding without causing a loss of system function for the entire home. Elevation:Like mitigating primary components,the most effective strategy for mitigating secondary components is to elevate them,preferably above the flood protection level.Occasionally, some flood mitigation can be accom- plished by in-place elevation, but often component relocation is needed. Component protection is generally not PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-17 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS feasible for secondary HVAC components.Wet floodproofing may be an alternative, but the ability to clean com- ponents thoroughly after a flood event must be considered. Air handling ducts are generally the most significant secondary components in forced air HVAC systems. Elevat- ing ducts can be done by: ■ suspending ducts from floor framing if framing is sufficiently elevated; ■ locating ducts above finished living spaces (i.e.,in attics or knee wall areas) if those areas are sufficiently elevated; ■ locating ductss above suspended ceilings; or ■ locating ducts near the ceilings,concealing them in soffits. In new and Substantially Improved construction, ducts below the required flood elevation are not allowed unless they are designed to resist flood forces and constructed so that floodwater will not enter or accumulate in them. Ducts that resist flood forces and prevent floodwater entry are not widely available items and,while allowed, they are likely impractical for residential construction. From a practical standpoint, elevation is likely the only option to protect ducts in new or Substantially Improved construction. Elevating ducts can be straightforward in new construction and may be straightforward in some Substantially Improved homes. Repairs or improvements often involve removing interior fin- NOTE ishes,exposing areas that are typically concealed or inaccessible and creating new routes for ducts that allow them to be placed Locating ductwork between floor joists above the required flood elevation. Ducts that run parallel to should be carefully considered. Only framing often can be installed between floor, ceiling, or roof ductwork running parallel to the direc- framing, but fewer options are available where ducts need to tion of the floor joists can be elevated run perpendicular to framing. Open-web, parallel-chord truss- in this manner.Ductwork running Per- es used in some residential construction offer some spaces to pendicular to floor joists usually needs route ducts (particularly for flexible ducts), but solid framing to be placed below except in -new (dimensional lumber) or prefabricated wood I-joists typical- construction .where open-web, paral- ly used in residential construction do not allow the routing of lei-chord floor trusses are used. ducts through framing members.When ducts need to be rout- ed perpendicular to solid framing, they can only be run either above or below that framing. The American Wood Council's Wood Framed Construction Manu- 4Modifications al (WFCM) contains criteria on boring and notching framingmembers.Those criteria generally allow small holes and notch- WARNING es to be made in wood framing for wiring and domestic water to joists or other por- or gas piping to be routed through members, but do not allow tions of the floor framing should be holes or notches large enough to install any ducts.The WFCM is evaluated carefully to verify that the referenced by both the IRC and IBC and is often used for resi- mitigation effort does not affect the dential construction. Parallel chord trusses should never be cut structural integrity and load-carrying or modified to allow.duct installation unless modifications are capacity of the framing. designed by a licensed design professional. 4-18 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 In homes built over crawlspace foundations, HVAC ducts supplying the lowest floors are often located in the crawlspace and are more prone to flood damage due to their placement one to two feet below the first finished floor elevation.Some flood mitigation may be achievable while keeping the ducts in the crawlspace.For example, the lateral sections of duct can be elevated between floor framing members.It is usually necessary to relocate the duct system at or above the first-floor ceiling to achieve effective mitigation. Relocating ducts from crawlspaces to living space requires removal of some interior finishes, relocation of the main trunks of the ducts above the first-floor ceiling, and placement of lateral duct sections between framing members of the second floor (if there is one). Relocated ducts can be enclosed in interior finishes to create a boxed-in soffit or may be placed above the first-floor ceiling. Rectangular trunk lines that are shorter and wider may need to be selected to provide the minimum ceiling height dictated by local codes. Where possible, relocating ducts to an attic is often the most r { practical and feasible option.In most attics,roof framing creates sloped ceilings that enable ductwork to be run along the base of NOTE the rafters,minimizing intrusions into the attic space.Main duct trunk lines can run along the floor of the attic, and lateral taps When elevating a house or determin- off of those trunk lines can run between attic floor framing or ing a lowest-floor elevation for a home, vertically into the living space below As mentioned previously, it is important to consider protection AHUs and furnaces occasionally can be relocated into attic areas of all mechanical systems below the to maximize flood protection. Figure 4-9 shows options for re- first floor. The cost to elevate to the locating ducts to reduce flood risks. additional height necessary to pre- vent HVAC components from being When considering duct relocation, the final configuration of impacted by a design flood is often the duct systems should be evaluated by the HVAC contractor minimal. with assistance from a designer.The duct system will need to be evaluated;new ducts may need to be longer,and larger ducts may be needed to account for the greater friction losses of the longer duct runs.These modifications may require changes to the supply and return duct systems. Supply and return grill styles may need to be changed.The sup- ply grills located near the floor are often a different style than those placed closer to the ceiling and the optimum placement of supply grills and return louvers can change when reconfiguring an HVAC duct system for flood mitigation. In homes that are not under repair or renovation or where flood mitigation retrofit is being considered, interior finishes are likely in place,complicating duct relocation.In those instances, some compromises may be necessary to balance costs and flood mitigation effectiveness.Because the cost of duct relocation would usually trigger nei- ther Substantial Improvement requirements nor NFIP and building code flood provision compliance,homeowners can consider mitigation that does not fully comply with contemporary codes and standards but significantly re- duces flood damage repair and replacement costs.While full compliance is desirable, partial compliance may be appropriate for reduction of potential flood damage and can be part of a long-range phased mitigation renovation that will eventually achieve full compliance. All controls and electrical components are extremely susceptible to damage by floodwater. However,they can usu- ally be inexpensively relocated above the flood protection elevation. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-19 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Conceal trunkline duct in soffit, „Install lateral ducts between floor/ceiling framing Duct Relocation Option (for existing homes) J 1 — e Flood protection level r 0 � 0 Figure 4-9. Creating a concealed soffit to allow a duct trunkline to be relocated. 4-20 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 4.2 Electrical Systems A typical residential electrical system is shown in Figure 4-10. Power originates from a utility transformer that generally provides single phase 120/240 volt power for detached one-and two-family dwellings.The transformer may be pole- or pad-mounted. Larger multi-family residential buildings may receive single phase 120/208 volt power derived from a three-phase system,but flood recommendations are the same in either case.For clarity,only portions of the branch circuits and electrical devices are shown. Opp Component Type Q Main service panel Primary Q Utility meter Primary Q Service drop or service lateral Primary Q Branch circuits Secondary Figure 4-10.Typical residential electrical system. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-21 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS From the transformer, power flows through an overhead service drop or an underground service lateral to a util- ity meter where power consumption is measured for billing purposes.Utility meters are typically centered about five feet above grade so that they may be read and easily removed when a customer's power needs to be shut off. From the utility meter,power enters the building and feeds the main service disconnect,which may be a separate enclosed fuse or circuit breaker, or may be mounted in the home's main panel. Most homes have a single main panel; larger homes, homes with additions, and those that have a combination of new and legacy wiring may have two or more panels.When present, electrical feeders connect panels that are downstream of the main panel to the main panel. Panels contain overcurrent devices such as circuit breakers or fuses that protect branch circuit wiring.The branch circuits are either 120 volt (lights and outlets) or 240 volt (appliances like ranges, ovens, electric water heaters and air conditioning units that draw significant power). Homes that have standby generators or provisions to connect portable generators are enabled by transfer switches to draw ' - -- -- - power from the utility company, or from the generator if util- WARNING ity power is not available.Transfer switches are either automatic transfer switches (ATSs) or manual transfer switches (MTSs). Transfer switches are critical to pro- ATSs automatically sense a loss of utility power, send a signal to tecting utility workers. Improperly start the generator and operate to transfer loads from the utility connected generators can feed pow- to the generator. MTSs require manual transfer of power from er back onto power lines. When the the utilityto the generator. Homes with on-site generators may 120/240 volt power typically produced g Y g have ATSs or MTSs;homes with properly designed provisions to by a residential generator flows back connect temporary generators typically have MTSs. through the utility's transformer, the voltage is increased to 12,000 volts Figure 4-11 shows a home supplied with an on-site standby or more. Utility line workers repairing generator. The home features two branch circuit panels. One damaged power lines can be injured of the panels (designated "N" for normal power) is the main or killed instantly from back-fed power. service panel, which is supplied only from the utility.The oth- er panel (designated "NE" for normal/emergency) is supplied from the transfer switch that receives power from the utility through the main service panel, or from the stand- by generator. Loads considered important such as the refrigerator, freezer, well pump, water heater, and selected lights and receptacles are typically supplied from the normal/emergency panel. Loads deemed less important — particularly those that draw significant power like electric ranges, air conditioning units, and clothes dryers—are often supplied by the normal power panel to allow a small standby generator to supply the home. Electrical systems can be divided into primary and secondary components. Primary components are needed for any portion of the system to function; secondary components can be damaged or rendered inoperative without causing a total loss of function for the electrical system.Table 4-3 lists the typical components of a residential sys- tem and distinguishes them as primary or secondary components. 4-22 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 I \ 0 0 i 0-v I Component Type 0 Main service panel(N) Primary Q Utility meter Primary I© Service drop or service lateral Primary 0 Standby generator Primary © Automatic/manual transfer switch Primary 0 Normal/standby panel(NE) Primary 0 Branch circuits Secondary Figure 4-11.Typical residential electrical system with an on-site standby generator. i PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-23 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Table 4-3.Typical primary and secondary components of a residential electrical system. ComponentsElectrical equipment type (Subsections) Primary components(4.2.2.1 and 4.2.2.4) Utility transformer,electrical service drop or service lateral, electrical meter Service disconnect and service panel Downstream panels(when present) Standby generator and ATS or MTS Portable generator connection and MTS Service lateral and service drop Electrical feeders(when present) Secondary components(4.2.2.2 and 4.2.2.3) Branch circuits Switches,convenience outlets,and light fixtures Interconnecting branch-circuit wiring Information technology(IT)and communications systems: phone,internet,and cable television(CAN) 4.2.1 Flood Risks to Electrical Systems Floodwater can damage nearly all electrical system components s} except those designed for submerged applications. Damage to ¢ ---- - ----- -- electrical system components can create fire and electrocution ` NOTE hazards during a flood, extend power outages, and delay the reoccupation of a home after a flood event. ASCE 24 contains . performance criteria requiring that utilities and at- For new construction and Substantially Improved buildings, tendant equipment be elevated above codes allow electrical devices to be installed below the regula- the flood protection elevation but al- tory flood protection elevation, but only require that electrical lows equipment to be placed below devices be suitable for wet locations. Electrical devices suitable this elevation if: for wet locations can still be damaged if submerged in flood- . It is protected from flood exposure water; therefore, only equipment listed for at least temporary by component protection(dry flood- submersion is recommended for use below the flood protec- proofing);or tion level.The National Electric Code (NEC) Table 1 10.28,Enclosure Selection, lists the degree of protection for various electrical It is designed and installed to enclosures. Only National Electrical Manufacturers Association prevent water from entering or ac- (NEMA)Type 6 and 6P enclosures are listed for protection from cumulating within the equipment submersion. and to resist flood forces. The primary components of an electrical system that may be In practice however, it is difficult to vulnerablethese performance criteria, par- vulnerable to flood damage include pad-mounted utility trans- titularly in residential construction. formers,underground electrical service laterals, electrical utility Most electrical components will n. meters,service disconnect or service panels, and standby power damaged when components nt flo ill be equipment like an on-site generator, transfer switch and por- ter and component protection (dry table generator connectors. Electrical feeders that connect the ter and fing) .allowed of ASCE 24 primary components are considered primary components. floin non-residential buildings is not 24 Electrical service drops, which are typically placed more than lowed -r residential buildings. al- l0 feet above ground level, are-usually not at risk of flooding. Supply equipment placed at lower elevations can be vulnerable to floods. 4-24 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 Secondary components that are vulnerable to flood damage include all equipment and wiring that are not specifi- cally designed for submerged installations.These include switches, convenience outlets, light fixtures, junction boxes, and interconnecting wiring not suitable for submerged installations. 4.2.2 Mitigation for Electrical Systems Mitigation actions for electrical systems should focus on primary components; secondary components should be mitigated where practical. Primary and secondary components should be placed as high above the flood protec- tion elevation as possible. Placing as many components as high as possible should be the design goal for all new construction and Substantially Improved residential buildings. Component relocation is generally the most appropriate mitigation approach for residential electrical systems. This is an option when the residence is not undergoing Substantial Improvement. Component reconfiguration is generally not an option because most primary electrical components cannot be re-configured to allow installation at higher elevations. In-place elevation is an option but NFPA 70 National Electrical Code (NEC) contains specific re- quirements for access to electrical equipment that may limit in-place elevation.Those criteria apply to the service disconnect, service panel, and transfer switches.In-place elevation must satisfy NEC requirements. If components must be located below the required flood elevation, they should be designed and installed to minimize effects on elements of the electrical system not damaged by floodwater.To accomplish this,wiring and devices installed below the flood protection elevation should be supplied from dedicated branch circuits separate from those that supply equipment above the flood level.Also, for equipment that is vulnerable to floodwater ex- posure,wiring suitable for submerged applications should be used.As as an alternative,wiring that facilitates the replacement of flood-damaged components should be installed. Non-metallic conduit and boxes, installed in a way that allows them to be readily cleaned after a flood and facilitates removal and replacement of flood-damaged conductors, should be considered. Mitigating secondary components of the electrical system is often most feasible for new construction, but it is also possible when repairing damaged homes.When homes are being renovated in which interior finishes are removed or otherwise exposed,normally concealed portions of the electrical system,including the utility meter, electrical panel, and other main components, can be installed above the required flood elevation.Electrical com- ponents that need to be located below the required flood elevation can be constructed using equipment suitable for submerged applications like ground-fault circuit interrupter (GFCI) receptacles, or can be installed in a man- ner that allows them to be electrically isolated and readily replaced if flooded. 4.2.2.1 Mitigation for Primary Components Primary electrical system components are generally either the responsibility of the electrical utility or the property owner; therefore, the flood mitigation discussion is directed at whoever is responsible for components.Typically, the utility is responsible for the transformer, the electrical service drop or service lateral,and the electrical meter. The property owner is typically responsible for the service disconnect and service panel, downstream panels and electrical feeders,and all branch circuit wiring and devices.Standby generators or generator connections and ATSs or MTSs are also typically the responsibility of the property owner.The demarcation between utility and property owner responsibility varies between utilities so, the utility company should be contacted to discuss mitigation specifics. The first primary component of a residential electrical system that is the responsibility of a property owner is the service disconnect,usually located in the home's main service panel.While a specific maximum distance between the meter and the service disconnect is not specified in the NEC,the service disconnect is typically located as close PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-25 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS as possible to the electric meter.This arrangement is intended to minimize the length of service conductors ex- posed to damage that are only protected from overcurrent devices in the utility system. When the service disconnect is close to the utility meter and the meter is exposed to flooding, the service dis- connect is also exposed to flooding. Preferably, the meter, service disconnect, and main service panel (if separate from the service disconnect) should all be placed above the required flood elevation.When the meter cannot be elevated, one option is to install a combination meter socket and service disconnect.This configuration allows the main service panel equipment to be elevated even if elevating the electric meter is not possible. Figure 4-12 shows an example of a combination meter socket and circuit breaker,which serves as the service disconnect, and depicts a combination meter socket and circuit breaker that allows the main panel to be elevated when the meter cannot be moved. The service disconnect provides overcurrent protection for downstream equipment, alleviates the minimum dis- tance requirement, and allows the main service panel to be elevated above the meter. Occasionally, the main service panel can be elevated above the meter without installing a combination meter and service disconnect.This can be done by routing the wiring between the meter and the main service panel outside of the home.However, this approach should be discussed with local electrical inspectors and the utility company to confirm if it is a vi- able option. e Meter so`�cket Flood protection level Line and load w terminals Main circuit 0 0 breaker 1 T Y^T 1 Component Type Q Combination meter and main circuit breaker Primary Figure 4-12. Combination meter socket and circuit breaker service disconnect used to allow a main panel to be elevated and protected from flooding when the electrical meter cannot be moved. 4-26 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 If the home has a standby generator, it, along with the transfer switch and normal/emergency panel, should be elevated above the flood protection elevation.The feeder that connects the generator to the electrical system and all control wiring should either be elevated or be suitable for submerged installations.Figure 4-13 shows a home served by an elevated standby generator with an elevated transfer switch and normal/emergency panel. Figure 4-13. Home with elevated standby generator,transfer switch and normal/emergency panel. The - - - utility meter and branch circuits -- below the flood protection level eremain vulnerable to damage. Flood protection - level s In homes provided with a flanged connection (often called a quick connect) to connect a temporary generator, the flanged connection should be placed above the required flood elevation in a place that allows the generator to be brought onto the site, quickly connected to the home, and safely refueled.Additionally, the generator should be located away from vents or windows to prevent exhaust gases from entering the home or otherwise pose a risk to occupants.Figure 4-14 shows a flanged connection often used to connect a temporary generator. Figure 4-14. Flanged connection (quick connect)for connecting ti temporary generator(Milford,DE). sip � :< V5 r-"-- PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-27 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS The ability to elevate electrical meters is often limited by dependence on the local utility company to enable ac- cess for reading the meter and removing it when electrical power needs to be interrupted.Typically meters need to be placed five feet above grade, which often exposes it to flood damage. One mitigation option is to mount electrical meters over elevated decks or platforms so that the meter is above the required flood elevation.Those decks or platforms typically cannot be used only for meter access because single use decks or platforms can fall into disrepair and become a hazard for personnel reading the meters.Owners who are considering elevating'their electric meter should contact the local electrical utility to identify and coordinate meter relocation to meet the utility's criteria. Figure 4-15 shows an example of an elevated deck that allows an electrical meter to be relocated above the re- quired flood level.The dual nature of the deck is conducive to performing adequate maintenance. Figure 4-15. Deck provides meter access and allows the meter and main service panel to be elevated and protected from flooding. Electrical components placed below the flood protection level remain vulnerable to e flood damage. Flood protection level 4� Component Protection(Dry floodproofing):Dry floodproofing can be considered as an interim mitigation op- tion for electrical system components in existing homes that are not Substantially Improved. Dry floodproofing will not lead to full compliance with building codes, standards or the NFIP. 4.2.2.2 Mitigation of Secondary Components As with the primary components of an electrical system, the preferred approach to mitigate secondary compo- nents is to place as many as possible above the required flood elevation. For newconstruction and Substantial Improvement to residences where interior finishes are typically removed to create access for installing secondary components, this approach is almost always feasible. For existing homes that are not undergoing Substantial Im- provement, many electrical components can be elevated or relocated. Electrical devices and wiring should be located above the required flood elevation. In cases where they must be placed below this elevation and exposed to floodwater,they should be suitable for submerged locations.However, 4-28 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 ASCE 24 and the IRC allow wiring suitable for wet locations.Wiring suitable for wet locations is less restrictive and more prone to flood damage than wiring suitable for submerged locations. The number of required devices (receptacles, switches,lights, and other components) placed below the required flood elevation should be minimized.Those components should be supplied from separate branch circuits pro- tected by GFCI breakers.In addition, these breakers should be clearly marked so that they can be disconnected in the event of flooding. Installing wiring in a non-metallic conduit that can readily be cleaned after a flood event can facilitate recovery.Conductors that could sustain damage can be removed and replaced more readily if they are installed in a conduit.Alternatively, junction boxes can be installed in branch circuits that allow damaged wiring below the junction box to be readily removed and replaced.Junction boxes should be placed above the required flood elevation. In addition, all wiring and components that could potentially be exposed to flooding should be designed and in- stalled to accelerate repair or replacement after a flood event.When elements of branch circuits are located below the required flood elevation, they should be designed to be electrically isolated from the rest of the system. Such isolation will allow for power restoration before flood-related electrical repairs are completed. Figure 4-16 shows a home where flood mitigation has been completed on several primary and secondary elec- trical system components. Electrical devices in the basement and wiring to those devices have been elevated as high as possible.If devices cannot be elevated (e.g., a sump pump to control leakage into the basement), they are supplied by separate branch circuits and a junction box has been installed to facilitate the replacement of dam- aged wiring. Figure 4-16. Elevating electrical components and routing wiring above the flood protection level protects several primary and secondary electrical components from flood eFlood damage. protection - level _----- Utility meter 4p0� PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-29 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4.2.2.3 Mitigation of Miscellaneous Electrical Systems IT and communications systems such as phone, internet, and cable television (CATV) components should be protected from flooding using methods similar to those of other electrical system components. Primary compo- nents like modems, video switches, splitters, and routers should be elevated. Secondary components like outlets and wiring should also be elevated.If outlets must be placed in areas exposed to flooding, the number of outlets should be minimal. GFCIs should be used and electrically isolated from the rest of the system. 4.2.2.4 Other Mitigation Considerations for Electrical Systems In areas where moving floodwater is anticipated,electrical equipment that cannot be elevated should be installed to reduce the potential for physical damage.In coastal areas,electrical equipment should not be installed on walls designed to break away when exposed to flood loads. Equipment installed below the flood elevation should be routed along the landward side of structural members in coastal areas or along the downstream side in riverine areas.Figure 4-17 depicts electrical equipment routed in that fashion. Lowest horizontal structural Lowest horizontal structural member of elevated building member of elevated building Install service connections(e.g., electric lines and meters,telephone Flood junction boxes,cable junction Install electrical protection ; boxes)above flood protection level, components on level on landward side of interior piles or landward side of v other vertical support members interior piles or other vertical support members Secure risers with corrosion-resistant straps or anchor (2 feet on center, Pile Pile maximum) Lanc ward/ J, Landward/—o down tream downstream Figure 4-17. Placing electrical components to reduce risk from moving floodwater. 4-30 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS I Component Type Q Piping serving multiple fixtures Primary Q Water heater Primary Q Pressure tank Primary Q Well service pipe Primary © On site water well Primary Q Plumbing fixtures Secondary Q Piping serving individual fixtures Secondary Figure 4-19. Components of an on-site potable water system supplied by a well. For typical DWV systems, Figure 4-20 depicts a home that discharges waste to a municipal sanitary sewer line. Figure 4-21 shows a home that discharges waste to an onsite waste disposal (septic) system. Residential plumbing systems are composed of primary and secondary components, but there are relatively few primary components. One primary component is the domestic water heater that exists in most residences.Water heaters may be either separate units or components of HVAC equipment.If the water heater is a component of the HVAC system,it is typically a heat exchanger in the boiler that heats a home. In tall residential buildings, domes- tic water booster pumps are often installed to provide sufficient water pressure on upper floors. Booster pumps are needed in these buildings because static water pressure drops approximately 4 psi for each story of building height. Sewer lift pumps are needed for DWV systems that discharge into forced sanitary sewer mains ors anitary sewer systems that are higher than the elevation of the sanitary sewer pipe exiting the building. In homes supplied by private wells, pumps deliver water from the well to the home.Well pump types include submersible pumps and jet pumps. Submersible pumps are submersed in the well, typically a few feet above the bottom of a dug well (10 feet or more above the bottom of a deep, drilled well).Jet pumps are typically located 4-32 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 4.3 Plumbing Systems Residential plumbing systems include domestic water and drain, waste, and vent (DWV) systems.They can also include sprinkler systems and fuel oil systems. Domestic water systems distribute potable water to a residence from a private well or municipal water utility. DWV systems convey waste from a residence to a municipal wastewater utility or a private on-site waste system. These systems must be operable to allow occupation of residences so residential flood resiliency can be improved by flood mitigation.A typical residential plumbing system configuration for a home supplied from a municipal water system is shown in Figure 4-18, and for a home supplied from a private well in Figure 4-19. �O � �" 31 Component Type Q Piping serving multiple fixtures Primary Q Water heater Primary Q Water service lateral Primary Q Meter and valve box Primary © Municipal water main Primary Q Plumbing fixtures Secondary Q Piping serving individual fixtures Secondary Figure 4-18.Typical residential plumbing system configuration for a home served by a municipal domestic water system. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-31 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 in the home or in an enclosure near grade. Submersible and jet pumps both feature pressure tanks that provide pressurized water storage.They also reduce the on-and off-cycling of well pumps,thus lengthening the life of the pump.Tanks contain a pressure switch that senses pressure in the water system and controls the pump to maintain pressure in a specified range, typically between 30 and 50 psi. Water treatment systems are also present in many homes,particularly those supplied by private wells.Water treat- ments systems in homes supplied by municipal water systems are generally less prevalent because water quality is controlled at the water treatment plant.Domestic water treatment systems include filters,water softening equip- ment, aeration equipment, and reverse osmosis equipment. o _ ;r Component Type / Q Lateral sanitary sewer line Primary J © Municipal sanitary sewer main Primary © Drain/WasteNent piping serving Primary multiple fixtures Q Drain/WasteNent piping serving Secondary individual fixtures Figure 4-20. DWV system that discharges into a municipal sanitary sewer line. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-33 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS D Component Type \ Q Septic tank Primary Q Distribution box Primary Q Leachate lines Primary Q Drain/WasteNent piping serving Primary multiple fixtures © Drain/WasteNent piping serving Secondary individual fixtures Figure 4-21. DWV system that discharges into an onsite waste disposal(septic)system. Table 4-4 lists the typical elements in a residence and the subsections where mitigation options are discussed. Table 4-4.Typical elements of residential plumbing systems. ComponentsPlumbing equipment type (Subsection) Primary plumbing components(4.3.2) Water heaters,booster pumps,pressure tanks,well pumps, pressure switches Water treatment equipment DWV Lift pump(when present) Main sections of DWV piping and fittings Secondary plumbing components(4.3.2) Water piping,valves,and fittings Water fixtures Lateral sections of DWV piping and fittings Primary components-Fire protection systems(4.3.3) Residential sprinkler systems Secondary components-Pools and spas(4.3.4) Pumps and associated equipment 4-34 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 4.3.1 Flood Risks to Plumbing Systems Floodwater affects domestic water and DWV systems differently The greatest risk to domestic water systems is saturation of the pipe insulation often used in sections of a domestic water system.Corrosion is common in pip- ing, components, and fittings exposed to floodwater. Flooding can also contaminate water in domestic piping systems, but that risk is greatest for the portion of piping outside of the home. Domestic water pipes inside the home are usually watertight, so contamination in the home is much less of a risk. Contamination risk is greatest when water pressure is lost and floodwater or groundwater seeps into piping from joints in the municipal wa- ter system that are not watertight. For that reason, water suppliers routinely issue "boil-water" orders following events where system pressure is lost.In the case of private wells,contamination can enter a domestic water system if floodwater extends above the well head or seeps into the well casing when watertight well caps are not used. In areas of standing water flooding, the greatest risk associated with DWV piping occurs when the DWV piping acts as a conduit allowing floodwater to flow into a home.This risk is greatest to homes with basements that are below grade on all sides, where the DWV piping can be the lowest point of entry for floodwater. Flood risks vary when those systems are exposed to moving r--Y—` floodwater, as is the case with elevated homes constructed i on open foundations in coastal or riverine areas. In those in- stances, velocity flow, flood-borne debris impact, and breaking NOTE waves can physically damage vertical piping located between Because most wastewater systems grade (below which they are protected by soils) and the point rely on gravity flow, sewage backup where pipes enter the home (where they are protected above the entrypoint b the building envelope). In addition, erosion can occur even if the building does P Y g and localized scour can uncover buried pipes, exposing them not flood. flooded sanitary systems to damaging flood currents. Erosion and scour are common in I' may prevent wastewater from drain- coastal areas, but can also occur in riverine floodplains. Well ing and Cause backfl ec into buildings 9 heads that typically extend above grade one to two feet can also proper mitigation techniques have be damaged by moving floodwater. not been applied. Flood risks to primary components of residential plumbing sys- tems are similar to the risks posed to primary components of HVAC equipment.Floodwater contact with domestic water heaters,non-submersible domestic water booster pumps, and water treatment equipment can damage elec- trical components, gas burners, and safety equipment in those devices and render them inoperative. Corrosion from contact with floodwater can damage equipment after floodwater recedes.Sanitary lift pumps are usually de- signed for submerged operation with the ability to handle chemically reactive fluids, so they offer some inherent resistance to flood damage.However,electrical controls for sanitary sewer lift pumps can be damaged or destroyed by floodwater unless they are located in enclosures suitable for submerged conditions. 4.3.2 Mitigation for Plumbing Systems Flood mitigation approaches for residential plumbing systems are similar to those for HVAC and electrical sys- tems.Plumbing components should be elevated as high as possible,preferably above the required flood elevation. Primary components can be elevated in-place or, if space is available,moved to a higher floor.Component recon- figuration may facilitate the elevation of some primary plumbing system components. For example, replacing a standard-height water heater with a lowboy model,which can be 12 to 16 inches shorter, may allow a water heat- er to be elevated in place. Some primary components, like fuel-fired water heaters, are more difficult to relocate because they require venting for combustion gases, which may not be feasible on higher floors. Relocating an PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-35 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS electric water heater to a higher floor can be easier because venting is not necessary.Upper floors are usually fin- ished for living space; therefore,when relocating primary components of a plumbing system,pans with suitable drain piping should be installed below the relocated units to collect and dispose of any water that may result from the operation of the plumbing system or failure of the relocated component. Figure 4-22 depicts an example of mitigation of primary plumbing components. Pipe adaptive Seal supply Floo rotection _ level _ ■ Electric supply cable Submersible pump ' 0 y Figure 4-22. Relocation of a primary plumbing system components to an upper floor. It may not be necessary to protect primary components like water treatment devices that improve water quality but whose operation is not essential to producing potable water.If these components are not protected,bypass valves should be installed to isolate them from the domestic water system in case they incur damage from floodwater. For existing homes that are not Substantially Improved,primary components located in areas vulnerable to flood- ing can be mitigated by dry floodproofing.To maintain the effectiveness of dry floodproofing, sump pumps fed from reliable electrical supplies should be installed in the protected area,unless seepage through the flood barriers can be eliminated (for long-duration flooding) or controlled sufficiently (for short-duration flooding). 4-36 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 When plumbing components need to be placed below the required flood elevation,they should be (and,in newly constructed and Substantially Improved homes,'must be) designed to resist flood forces and prevent floodwater entry and accumulation.They also must be designed and installed to resist flood loads. In elevated homes constructed over open style foundations, vertical sections of domestic water and DWV piping can be exposed to moving floodwater, flood borne debris, and, in coastal areas, breaking waves. Installing this piping along vertical structural elements, preferably on the landward side in coastal areas or the downstream side in riverine areas, can help protect them from damage.Alternatively,piping can be placed in a vertical chase if the chase is designed to resist flood forces.In cold climates,chases are typically insulated to provide freeze protection. Well casings that extend above grade can also be exposed to damage from moving floodwater.Steel casings are less prone to damage than polyvinyl chloride (PVC) casing and should be used in areas exposed to moving floodwater. Sewage can back up into a house in one or a combination of the following scenarios: ■ Floodwater infiltrates the sewer system by entering through unsealed manholes, pipe connections, and line breaks, thus surcharging the sewer. ■ Combined systems that collect both sewage and stormwater can be overloaded and surcharged following heavy or prolonged rains. Surcharged or overloaded lines can back up into houses connected to that combined system. ■ Municipal sewage pump station failure can cause sewage to back up into a house. The risk of floodwater entering a home through DWV piping r can be reduced by installing backflow valves.These devices, re- "-; ferred to as backwater valves in the IPC and IRC, can help prevent at NOTE wastewater backup in a house when the municipal sanitary sew- `— `. ` er lines are surcharged or overwhelmed, or when floodwater ASCE 24, Section 7.3, Sanitary flows into an onsite waste disposal system. Plumbing Systems states: •Backflow values should be installed in the sanitary sewer lateral. Any openings below the required elevation should be.protected with automatic Preferably, the backflow valves should be installed outside of the atic backwater valves with home before the lateral enters the basement or crawlspace.The autom or ti devices. backflow valve may be installed inside the home if the outside location prevents access for testing and maintenance, or when Redundant backflow devices re- installing the device outside is impractical. quiring human intervention are permitted. There are several types of backflow prevention valves,including Sanitary system vent openings check valves, gate valves, and ball float valves. Some are suit- should be elevated. able for use in DWV piping, while others are suitable for other plumbing systems like foundation and floor drain systems. The 1-Codes contain criteria on the installation of backwater valves that ■ Check Valves: Check valves allow one-direction flow may dictate where they can be used. Flow from the opposite direction automatically shuts the valve.A check valve in the sewer service connection pipe allows sewage to flow out of the collection system and into the public sewer or onsite treatment system during non-flood conditions while preventing it from flowing back into the house during flood conditions.The valve generally has corrosion-resistant internal parts and a cast-iron body with a removable cover for access.Valves are available in sizes from 2 to 8 inches in diameter.A disadvantage of check valves is that they are susceptible to debris blockage. Periodic maintenance and testing is required to maintain functionality. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-37 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS ■ Gate Valves: Gate valves allow flow in both directions. Gate valves must be operated manually or electronically, and are less susceptible to debris and blockage than check valves.When open, a gate valve allows flow in either direction;when closed, a gate valve prevents flow in both directions. ■ Shear Gate: Some manufacturers add a shear gate mechanism that is manually operated to close the drain line when backflow conditions are anticipated.The valve remains open during normal use. ■ Ball Float Check Valve:A ball float check valve can be installed on the bottom of outlet floor drains to prevent water from flowing up through the drain.This type of valve is often built into floor drains or traps in new construction (see Figure 4-23). Figure 4-23. Floor drain with ball float Floor Drain with Backf low Valve check valve. Grate `Drain; Direction SUMP, of flow Float ball r backwater ' valve '= Outlet size Although manually operated valves are available, it is recommended that homeowners consider automatic valves. Backflow through sewage pipes may result from a backup some distance away from the house and occur with lit- tle or no notice, so manual valves may not be as convenient.Manual valves can be installed to augment automatic valves,but if they are used,manually operated backflow valves should be closed well before flooding is expected. For the best protection against sewage backup,a combination of a check valve and a gate valve should be installed, as shown in Figure 4-24.The operation of a check valve can be impaired by the accumulation of debris at the valve opening, while a gate valve is less likely to be affected by debris.With these two valves in use, backed-up sewage would shut the check valve automatically.Then, closing the gate valve either manually or electrically can seal the pipe. 4-38 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 - _ Figure 4-24. Combination gate and ' check valve. Handwheel I operator Optional I - - - - i I I j Optional i manhole I j I j I j I i Check i I valve Ndrmal flow I I. diction j r 1- -'Shear gate -Critical part i 4.3.2.1 Mitigation for Private Wells The risk of private well water contamination can be reduced by sealing the portion of the well exposed to floodwater. For drilled wells sleeved with casings,pre-manufactured sanitary well caps can be used as shown in Figure 4-25. II 1 For dug wells constructed with pre-cast concrete casings, gaskets 1 � may be available to help seal individual riser sections and to seal the concrete cap to the top riser. For existing wells, it is impracti- cal to add seals for all casing sections.However, gaskets can usually be added to seal the cap to uppermost casing section (see Figure 4-26). Sealing the portions of wells exposed to floodwater will help pre- Figure 4-25. Sanitary well cap. vent floodwater from entering and contaminating drinking water wells.While they reduce the potential for contamination, however, gaskets will not fully eliminate contamination risk.After floodwa- ter recedes, all lines from private wells should be flushed and the well water should be tested. If it is found to be contaminated with harmful bacteria, the well must be disinfected. If wells are in areas that can experience moving floodwater,mitiga- t w tion actions should be taken in conjunction with steps to prevent Install seals between the well cap and well casing floodwater from contaminating well water.When new drilled wells sections exposed to are installed in areas that can be exposed to moving floodwater, floodwaters steel casings should be used because they are less prone to dam- age from debris impact and hydrodynamic loads.For existing wells Figure 4-26. Concrete well cap and the exposed to moving floodwater, other protective devices like flood- uppermost section of concrete casing. and impact-resistant devices constructed around exposed portions of the well should be considered. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-39 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4.3.2.2 Mitigation for Onsite Waste Disposal Systems Wastewater generated from a residence discharges either to a municipal waste disposal system or to an on-site waste disposal system. On-site private waste disposal systems, called septic systems, typically consist of one or more septic tanks that receive solid waste and effluent from the home.In a properly operating onsite waste disposal system,sol- ids remain in the septic tank where aerobic bacteria break them down. Carbon dioxide and water are typical byproducts of this NOTE biological process. Effluent exits the tank where it flows into a 0 drainage field, also called a leach field.The effluent seeps into Property owners or contractors should the ground from the leach fields. Some effluent will evaporate contact local health departments for from the leach field.Pumped systems are used when the relative guidance on residential waste water elevation between the tank and the leach field does not allow treatment systems that meet NFIP gravity to convey the liquid effluent. Leach fields generally re- and'health department regulations. quire layers of well-draining soils above the groundwater table to handle the anticipated volume of effluent. During flood events, floodwater can enter septic tanks through drain field piping, which is perforated to allow leachate to exit the piping, and eventually flow into a home through the DWV piping. Floodwater can also en- ter septic tanks through piping connections and covers used to inspect and pump septic tanks. For gravity-fed systems where the leach field is lower than the tank, leach fields will be inundated before floodwater reaches the tank.Sealing the tanks may reduce intrusion from runoff,rainwater and perched water tables but is generally not an effective method for reducing floodwater intrusion. If the tank of a pumped effluent system is below the leach field, floodwater will reach the tank before the leach field.In those instances, sealing tank openings can be effec- tive at reducing floodwater intrusion. The following techniques can reduce floodwater entry by making septic tank penetrations more watertight: ■ Wall penetrations:Pipe penetrations through an external wall can be sealed using an expansive sealant, a molded sleeve, an elastomeric seal, or a neoprene seal. Seals are typically manufactured with septic tanks. ■ Septic tank access covers:Neoprene gaskets can be installed between the access covers and their seats in the tank (see Figure 4-27).This combination will reduce infiltration. ■ Access risers: Access risers are often installed above septic tank access points to reduce the amount of soil needed to be removed to pump or inspect tanks. Because risers intentionally reduce soil cover over portions of the tank, they are not recommended in areas that are vulnerable to velocity-flow flooding, such as Zones V and Coastal A Zones and riverine areas near floodways. If the top of the riser is exposed by erosion, obstructions to flood flow can occur, causing localized scour. Scour and erosion can expose the tank and associated piping, leading to system damage and contamination. While sealing a septic tank is a desirable method to reduce the potential entry of floodwater into the tank and eventually into a home, it can increase buoyant forces if the tank is submerged in floodwater. During flooding, sealed septic tanks will be exposed to greater buoyant forces than a tank that is allowed to flood.To resist buoyan- cy, septic tanks placed in SFHAs should be anchored to resist flood forces.ASCE 24 requires that tanks exposed to flooding be designed to resist 150 percent of the flood loads to which they are exposed.The weight of the fluids in a tank are not included in buoyancy resistance load calculations. 4-40 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 Inspection ports Figure 4-27.Septic tank with lids and gasketed access covers,concrete risers,and riser caps. 77 Lids Scum layer Inlet baffle Outlet baffle Effluent Sludge layer 4.3.3 Mitigation for Fire Protection Systems The 2009 IRC (and later editions) specify sprinkler systems for [00 one- and two- family dwellings and townhouses.While not all states or jurisdictions may have adopted this requirement,many NOTE require fire protection systems in new residential construction. When considering new construction, property owners, de- Refer to Section 5.3.4 of this guide signers, and contractors should check with local building code for additional details on fire protection administrators to clarify local fire code protection requirements. systems. Building codes usually re- quire fire walls in non-residential and There are two categories of residential sprinkler systems:stand- multi-family residential occupancy an alone systems that use individual set of pipes independent buildings. -- 1, of the normal water plumbing,and multi-use sprinkler systems that are integrated with the home plumbing system. Selection of a stand-alone or multi-use system may be influenced by whether the house has a well. For houses with well-supplied ed WARNING water systems, sprinkler systems often use larger storage than those needed to supply typical plumbing fixtures. Sprinkler pumps should be provided with adequate backup power located Storage tanks exposed to flooding should be properly protected above the required flood elevation. and anchored as described in Section 4.4. Otherwise, com- ponents for both stand-alone and multi-use sprinkler systems should be protected from flood damage in a similar fashion to other plumbing systems in the house.Components exposed to flooding should be minimized,and those compo- nents that must be placed below the required flood elevation should be designed to resist flood forces and prevent water intrusion and accumulation. Sprinkler heads installed below the required flood elevation may be subject to damage during a flood event. All sprinkler heads submerged during a flood should be replaced following the event. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-41 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4.3.4 Mitigation for Pools and Spas The material presented in this section focuses on the equipment needed to operate pools and spas,not'on the op- eration of pools and spas. Several codes and standards govern the construction of pools and spas,many of which contain additional criteria for pools and spas placed in Special Flood Hazard Areas. Codes, standards and guides that relate to pools and spas include: The ICUs 2015 Swimming Pool and Spa Code,ASCE 24 Flood Resistant Design and Con- struction,FEMA P-SS Coastal Construction Manual, and FEMA P-499 Section 8.2 Decks, Pools and Accessory Structures. The I-Code's flood provisions include relevant excerpts from the International Swimming Pools and Spas Code: ■ [BS] 304.4 Protection of equipment. Equipment shall be elevated to or above the design flood elevation or be anchored to prevent floatation and protected to prevent water from entering or accumulating within components during conditions of flooding. ■ 304.5 GFCI protection. Electrical equipment installed below the design flood elevation shall be supplied by branch circuits that have ground-fault circuit interrupter protection for personnel. Chapter 9.6 of ASCE 24-14 specifies that: In-ground and aboveground pools shall be designed to withstand all flood-related loads and load combinations. Mechanical equipment for pools such as pumps,heating systems and filtering systems, and their associated electrical systems shall comply with Chapter 7. Pools and spas require equipment to maintain water quality and, in heated pools and spas, water temperatures. Pool and spa equipment includes pumps that circulate water,filters that remove particulate materials, and equip- ment that eliminates coliform bacteria and prevents waterborne pathogens.The equipment also includes piping that connects pumps and filters to pools or spas,water supply piping for filling pools and spas,piping for drain- age, discharge and backwashing, and electrical supplies for pumps and sanitation equipment. Mitigation recommendations for pool and spa equipment are similar to those for other MEP systems (Sections 4.1, 4.2 and 4.3).Equipment should be elevated above the regulatory flood elevation where possible.Equipment placed below the regulatory flood elevation should be flood resistant to prevent water entry and accumulation. Equipment elevation may be limited by functional requirements. For example, circulator pumps typically need a net positive suction head (i.e., a minimum amount of pressure at the pump inlet) to prevent cavitation and fa- cilitate priming. Elevation of in-ground pool and spa pumps may experience problems with pump function and performance.In those cases, the equipment should be elevated as high as possible. When the pump and filtration system is replaced,provisions for pump elevation should be included in the new system design. 4-42 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 4.4 Fuel Systems and Tanks Residences can contain fuel systems that supply furnaces, boilers, and domestic water heaters. Fuel that serves residences can be liquid or flammable gas.Liquid fuels are generally No:2 fuel oil,which is nearly identical to the diesel fuel used for vehicles; flammable gas is typically liquid propane (LP) or natural gas (NG). Flammable gas fuels can also supply gas-fired appliances like ranges,ovens,clothes dryers and gas-log fireplaces.Liquid fuels and flammable gases can also supply standby generators. Like other MEP systems, fuel systems consist of primary components and secondary components. However, fuel systems usually contain relatively few secondary components because all components need to remain functional to supply fuel burning devices. Table 4-5 lists the components of fuel systems typically found in residences.The components of a house with a liquid fuel system are shown in Figure 4-28.This includes a fuel tank that may be installed within the home or underground next to the home, fill and vent piping, and fuel oil piping that runs between the fuel tank and fu- el-burning devices. Components of a residence supplied with a flammable gas (LP or NG) are shown in Figure 4-29.This includes pressure regulators for both LP and NG systems, meters for NG systems and flammable gas piping and valves that connect the flammable gas burning appliances to the flammable gas services. Note:While Figure 4-29 shows the components of LP and NG systems, a house would rarely be served by both propane and natural gas.. Table 4-5.Typical elements of residential fuel systems. ComponentsFuel equipment type(Subsection) Primary components(4.4.1 and 4.4.2) Above-ground storage tanks(fuel oil or propane) Underground storage tanks(fuel oil or propane) LP regulator or NG meter/pressure regulator Valves,unions and fittings Fuel piping or Flammable gas piping PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-43 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS FIN Component Type 0 Fuel storage tank Primary Q Fill and Vent lines Primary Q Fuel piping Primary Figure 4-28.Typical elements of a residential fuel oil system. 4-44 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 ..M � B Component Type Q LP storage tank Primary i Q LP service piping Primary Q LP pressure regulator Primary Q LP service valve Primary Q NG utility main Primary Q NG service piping Primary Q NG meter Primary Q NG service valve Primary Q NG piping supplying multiple fuel fired devices Primary LP/NG lines supplying individual Secondary fuel fired devices Figure 4-29.Typical elements of a residential flammable gas system—liquid propane(LP)with tank and pressure regulator (left side); natural gas(NG)with meter(right side). 4.4.1 Flood Risk to Fuel Systems and Tanks Flood risks for fuel systems are similar to those for other plumbing systems.The risks include: ■ Damage from hydrostatic forces when fuel system components are submerged; ■ Damage from hydrodynamic forces and flood-borne debris impact when they are exposed to moving floodwater; and ■ Oxidation of metallic components from the corrosive nature of most floodwater. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-45 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS In addition, control devices like pressure regulators, solenoids, and meters can be destroyed if exposed to flood- water.With NG and LP systems, floodwater can extinguish standing pilot lights and create a potential fire risk. The most significant impact of floodwater on a fuel system is damage to propane or fuel tanks.When inundated with floodwater,buoyant forces can crush or displace fuel tanks.The net buoyant forces are less on full tanks than on empty tanks,but full tanks can release their contents when floodwater reaches their fill or vent piping. Propane and fuel oil tanks are common in residences where natural gas service is not available and may be above or below ground.Propane tanks are placed outside of the house;fuel oil tanks may be inside or outside. Both underground and above-ground fuel tanks are vulnerable to floodwater damage.Propane and fuel oil tanks are exposed to the following flood risks: ■ Submerged tanks are subject to buoyant forces. If the flood forces exceed the weight of an above-ground tank and the fuel within, then the tank is at risk of L NOTE displacement. For underground tanks, if the flood forces exceed the combined weight of the tank, the Refer to Section 5W.13 of FEMA fuelwithin, and any soils above the tank, the tank can P-259, Engineering Principles and be displaced.Tank displacement can damage fuel lines Practices forRetroffting Flood-Prone and cause fuels to be discharged. Buoyant forces are Residential Structures, for addition- proportional to the volume of floodwater displaced. al details on how to determine the As more of the tank is submerged, the buoyant forces net buoyant force on a tank and the increase. Once a tank is fully submerged, buoyant volume of concrete required to offset forces are maximized because greater flood depths do buoyancy. not displace greater amounts of floodwater. ■ Submerged tanks can be crushed by flood forces.For each foot of flood depth, freshwater flooding exerts compressive forces of 62.4 psf of tank surface while saltwater exerts compressive forces of 64.0 psf. Unlike buoyant forces that are maximized when a tank is fully submerged, compressive forces continue to increase as flood depths increase.Therefore, tanks exposed to deeper floodwater are much more prone to crushing failure.A fuel tank placed on a basement floor can be exposed to much larger compressive forces than a tank placed in a shallow crawlspace.Similarly,underground tanks can be exposed to greater compressive loads than those placed at grade. ■ Above-ground tanks exposed to moving floodwater can be damaged by forces caused by hydrodynamic loads,wave action, and flood-borne debris impact. ■ Underground tanks in a V Zone can be uncovered and exposed by erosion and scour,making them more vulnerable to buoyancy forces, velocity flows, wave action, and debris impact. ■ Exposed portions of fuel lines can be damaged by moving floodwater.The corrosive effects of floodwater can damage metallic fuel lines. ■ Vent lines connected to fuel oil tanks to prevent pressurization during filling operations can allow floodwater to enter the tanks and cause the release of their contents. Floodwater can also flow into fill pipes if they lack watertight caps. 4-46 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 4.4.2 Mitigation for Fuel Systems and Tanks Elevating fuel system components, preferably above the re- quired flood elevation, is the most effective method to reduce flood risks to fuel systems (see Figure 4-30).ASCE 24, the IBC NOTE and the IFGC allow components below the required flood eleva- tion, provided that they are installed to prevent water entry and While fuel lines should be anchored j� accumulation and to resist flood forces.Exposure of fuel system to prevent dislodging,some soil types components should still be avoided to reduce potential damage can expand and contract depending from corrosion. on moisture levels.It is important to in- stall lines allowing for some movement When components cannot be elevated, they should be con- so that they are not damaged when structed in a way that allows them to be isolated from other soils expand. Similarly, wall penetra- portions of the fuel system, particularly when they are supplied tions should be sealed in a manner from portions of the system that are protected from floodwater. that will allow some movement. For example, if fuel piping installed above the required flood elevation along first floor framing supplies a fuel burning appliance below the required flood elevation, a valve should be installed in the line that feeds that appliance.This valve will allow piping exposed to floodwater to be isolated from the rest of the fuel system.This measure will facilitate repairs and recovery after the flood and may allow other portions of the fuel system to remain functional while repairs are completed. r Flood protection level `i AAK, j Figure 4-30. Elevation of fuel system components raises the flood protection level. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-47 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Fuel piping may need to pass through areas exposed to floodwater, which is typical when fuel piping originates underground.In these situations,non-corrosive piping materials and materials that will not be damaged by flood- water should be installed.If local codes or standards restrict the use of piping materials,fuel gas components that can be exposed to floodwater should be installed in a fashion that facilitates convenient post-event replacement of those components. In elevated homes constructed over open foundations and in other instances where fuel piping can be exposed to moving floodwater, the piping should be installed on structural components designed not to breakaway during a flood event (see Figure 4-31).In coastal areas they should be installed on the landward side of the structural ele- ment;in riverine areas,they should be installed on the downstream side of structural elements.As is the case with domestic water and DWV piping, fuel system piping can be installed in vertical chases provided that those chases are designed to resist flood loads. r, Strapping on landward structural Strapping to structural wall of building support of tank i Flood Conical protection scour Existing grade level Grade level ae'a^ �tt Erosion Pipes buried welt below the depth of frost scour and erosion expectation line Figure 4-31. Protecting fuel piping from moving floodwater. In areas where underground fuel piping is placed near obstructions to floodwater flow, localized scouring can occur as with piping installed near foundation elements.To reduce the risk of flood damage, piping should be placed below the predicted level of erosion and scour. Often it is more practical to route underground services away from these obstructions. In flood-prone areas, the meter can be protected by pipes or bollards installed nearby to shield it from debris impacts.The - gas line running from the meter into the house should be pro- NOTE tected as much as possible,but ideally the gas would be turned ` off at the meter prior to a flood event in order to facilitate Refer to Section 5.4 of this document swift repair. for details on tank buoyancy and hy- drostatic forces. 4-48 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 The most effective flood protection technique for fuel storage tanks is elevation of the tank above the required flood elevation.In Zones,tanks can be elevated on platforms,frames,or on structural fill.InV Zones and Coastal A Zones, however, structural fill is not allowed for new construction or Substantially Improved homes.When el- evated, the tanks themselves will not be exposed to flood forces during a design flood;however,they still require anchoring and support to resist wind loads and, in seismic areas, earthquake loads. Methods to elevate tanks are shown in Figure 4-32 and 4-33. Flood protection level Flood protection level Structural fill Existing grade r, i i Figure 4-32. Fuel tank elevated on a supporting frame. Figure 4-33. Fuel tank elevated on structural fill. The fuel tank should be secured to the platform with straps or anchors to prevent movement caused by high winds or seismic events.In coastal zones,the anchors should be made of non-corrosive material to reduce poten- tial damage from salt spray. In V Zones and Coastal A Zones, the platform should be supported by posts or columns that are adequately de- signed for all loads including flood,wind,and earthquake.Bracing may be required to address loads from moving floodwater and structural redundancy may be appropriate to protect against debris impact.The lowest horizontal member of the supporting frame should be above the wave crest.The foundation should be deep enough to resist loads after being undermined by the predicted levels of erosion and scour.A braced pile or post platform may be necessary in riverine locations where moving water and debris pose a risk. In SFHAs outside of V Zones and Coastal A Zones, compacted structural fill can raise the ground to a level above the required flood elevation so that the tank can be elevated and anchored to resist wind and seismic loads. Of- ten, a concrete slab is placed on top of the fill material for anchorage.Figure 4-33 shows a tank elevated on fill. When elevation above the required flood elevation is not feasible,new tanks and tanks for Substantially Improved homes must be designed to resist flood loads and prevent the release of their contents.Also,ASCE 24 requires that both above-ground and underground tanks be designed and installed to resist 1.5 times the flood loads acting on PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-49 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS an empty tank.Those loads are not just the buoyant forces that tend to dislodge tanks but also the compressive forces that could crush tanks exposed to floodwater. When fuel tanks cannot be elevated or relocated,dry floodproofing may be an option if the residence is not newly constructed or Substantially Improved. For new construction and Substantially Improved residences, dry flood- proofing is not allowed by the NFIP for residential occupancy. Adding weight (dead load) to the foundations supporting the tanks helps resist buoyant forces. Concrete is com- monly used to help anchor tanks. Because concrete placed below a flooded tank displaces floodwater and, like the tank, is exposed to buoyant forces, only the submerged weight of the concrete provides resistance to buoy- ant forces on the tank.Alternatively,the total weight of the concrete can be used,provided that the volume of the concrete is included in the volume of floodwater displaced for the buoyant force calculations.Figure 4-34 shows a tank installation where concrete is used to resist buoyant forces. Helical earth anchors are occasionally used to resist buoyant forces (see Figure 4-35).The anchors should be de- signed to take into account the soil type and any reduction in capacity due to saturated soil conditions.All anchors and connecting hardware should be corrosion-resistant. Flood protection level' V Flood protection level Grade Watertight cap Propane tank° - Ground of Hold down level Anchor bolt d ;.d:: rods ;;.A .: ,•. �. Helical Earth Anchor Reinforcing bars The flood protection level will be dictated by the ability of the submerged tank to resist depth-dependant hydrostatic pressures Figure 4-34.An underground fuel tank with sealed.cover. Figure 4-35.Above-ground tank secured with helical earth Concrete used to resist buoyancy. anchors. 4-50 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 4.5 Conveyances — Elevators and Lifts While still relatively rare,conveyances are becoming more com- mon in residences. The most common vertical conveyances found in one- and two-family dwellings, townhouses,and resi- NOTE dential buildings not greater than three stories are elevators and lifts that move people or materials between the floors or levels RForadditional information on eleva- of a structure. for systems and mitigation methods, refer to the current version of FEMA Elevators include a cab or platform that moves along rails lo- NFIP Technical Bulletin 4, Elevator cated in a shaft powered by one or more motors and other Installation for Buildings Located equipment.The two primary types of elevators in homes are in Special Flood Hazard Areas in hydraulic elevators that push the elevator cab using a piston, Accordance with the National Flood and traction elevators that hoist the cab using cables.Although Insurance Program. https://www. hydraulic elevators are typically used in low-rise construction, fema.gov/de/media-library/assets/ traction elevators have recently become more common in low- documents/3478 rise residential construction.Typical elements of hydraulic and traction elevators are shown in Figure 4-36. Lifts are other vertical conveyance mechanisms used in residential construction.Lifts include a wide range of sys- tems with different components and levels of complexity.A few of the most common systems: ■ Passenger lifts: conveyance mechanisms typically installed on the exterior of the home to move people between floors over a vertical height of about 30 to 40 feet.These lifts usually consist of a hoist motor with cables connected to a platform cage that runs along two or more hoist beams.The hoist motor is controlled by a key-activated control box inside the platform cage.A typical passenger lift is shown in Figure 4-37. Passenger lifts offer many of the same safety features as elevators.The hoist motor is typically above the required flood elevation at the top of the hoist beams.There is no elevator shaft. ■ Chairlifts: conveyance mechanisms installed over or along a staircase to transport wheelchair occupants between floors. Chairlifts are designed to operate inside structures. Chairlifts and associated equipment are usually located in the elevated part of the home above the required flood elevation, or are protected by other measures. ■ Vertical platform lifts (VPLs): transport people in wheelchairs from one level to another. VPLs are usually designed so that a wheelchair user can enter the lift on one side and exit on another (i.e., the lift has two doors).VPLs are used indoors above the required flood elevation or outdoors below this elevation and can be open (bound by handrails) or fully enclosed. Table 4-6 provides a list of the typical elements of elevators and lifts and where they are addressed in this chapter. Note that,unlike most other systems discussed in this chapter,all conveyance system components are considered primary components. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-51 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS Controller F ' Geared/gearles traction machirn \ J � Governor G Rails - Hoist cables Cab Cab Travelling Direct � cable acting piston Pump unit and controller 'Rails I � i I � 'Counterweight Flood Flood protection. -„� .''; Flood level protection level Oil line i Buffers rm s 1 and"sta g � Governor tail Buffer"� j -stand P-itxcliannels' ®f In-ground cylinder Figure 4-36.Typical elements of hydraulic elevators(left)and traction elevators(right). (Source:Otis Elevator Company). 4-52 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems r 4 MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS l to locate elevator equipment such as switches and controls below the required flood elevation in the elevator pit. If / equipment must be located below the required flood eleva- tion, it should be protected using flood damage-resistant - I components.Any electrical equipment installed in the hoist- way below the required flood elevation should be a NEMA Rails } Type 4-rated enclosure for water resistance. Some elevatoril equipment manufacturers offer water-resistant components. Design professionals should contact suppliers to determine Cab is raised to next the availability of these components. highest level above r BFE and prevented from descending 4.5.2 Mitigation Measures for Lifts into pit. . Travelling Passenger lifts:As previously stated,the hoist motor is typi- cable f cally located above the required flood elevation at the top Pump unit and controller of the hoist beams. The hoist cables and lift controls can Direct be protected by installing the platform cage control box Flood I acting protection f � piston above the required flood elevation. Prior to a flood, it is level recommended that the passenger cage be moved above the J required flood elevation if possible, so as to reduce the po- tential damage from moving floodwater and flood-borne debris. Hoist beams and the passenger cage are typically constructed of flood damage-resistant materials such as alu- oil line minum or stainless steel;therefore,as long as the base of the hoist beams are anchored into a properly supported foun- dationthat can resist erosion and scour, all key elements of passenger lifts will be well-protected from flood damage. Buffer springs and stand ' Chairlifts: Chairlifts are usually located inside buildings; therefore, components of these systems should be locat- Float switch in ed above the flood protection level to protect them from pit activates e.damn In-ground cylinder high water g operation. Vertical platform lifts (VPLs): VPLs may be placed inside Figure 4-38. Float switch to control cab descent buildings above the flood protection level to protect them (Source:Otis Elevator Company). from flood damage. For outdoor VPLs below the flood pro- tection level, all equipment that cannot be elevated above this elevation is susceptible to flood damage. 4-54 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR RESIDENTIAL BUILDINGS 4 Figure 4-37. Residential coastal j4 building with passenger lift circled in red. -x x y Table 4-6.Typical elements of conveyances. ComponentsConveyance Equipment Type (Subsection) Primary components-Elevators(4.5.1) Elevator shafts and enclosures Elevator cabs and equipment Primary components-Lifts(4.5.2) Passenger lifts Chair lifts Vertical platform lifts(VPLs) 4.5.1 Mitigation Measures for Elevators Elevator shafts and enclosures:Low-rise residential elevators,particularly those added as post-construction retro- fits,are usually installed independent of an outside wall.In some cases,shafts may be located inside the structure. Regardless of its location, the shaft must have a landing,usually at the ground level,with a pit at a lower level that is almost always below the required flood elevation. Because elevator shafts and enclosures below the required flood elevation are not required to include hydrostatic openings or breakaway walls, they may obstruct the flow of floodwater and are highly susceptible to damage from various flood forces including erosion and scour.There- fore, elevator enclosures must be designed to resist hydrodynamic and hydrostatic forces as well as erosion, scour, and waves,particularly in V Zones.Technical Bulletin 4 (TB 4) recommends that elevator shafts and enclosures ex- tending below the required flood elevation be constructed of flood damage-resistant materials such as reinforced masonry,block,or reinforced concrete walls and located on the landward side of the building to provide increased protection from flood damage. Further, designs for nearby or adjacent structural elements of the building should account for obstructed flow impacts. Elevator cabs and equipment: Some equipment common to all elevators will be damaged by floodwater unless protected.The most obvious example is the elevator cab. Depending on the size of the cab and the types of in- terior materials used, residential elevator cabs can be expensive to replace. Flood damage to elevator cabs can be avoided by installing a detection system with one or more float switches in the elevator shaft to prevent the cab from descending into floodwater (see Figure 4-38).Where possible,elevator equipment such as electrical controls and hydraulic pumps should be located above the required flood elevation. In some cases, it may be necessary PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 4-53 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I i '--ili-�-- Q I �h 5 .0 Miti Measures for NonmResidential Buildings Chapter 5 describes mitigation measures for non-residential buildings.While non-residential buildings are this chapter's primary focus, many of the proposed mitigation measures may be appropriate for larger residential and mixed-use buildings with mechanical,electrical and plumbing (MEP) systems similar to those found in commer- cial buildings. The purpose of this chapter is to describe mitigation measures for MEP systems rather than detail specific con- struction techniques because there are often many ways to reduce exposure to flooding while meeting state and local codes, ordinances, referenced standards, and NFIP criteria. The NFIP regulations [44 CFR §60.3(a)(3)] state that: All new construction and Substantial Improvements shall be constructed with electrical, heating, ventilation, plumbing, and air con- ditioning equipment and other service facilities that are designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding. This requirement is reflected in the I-Codes, in which IBC Section 1612.4 requires that buildings and structures located in flood hazard areas be designed and constructed in accordance with Chapter S of ASCE 7 and ASCE 24. ASCE 24 requires that new construction and Substantial Improvements have their lowest floors elevated to or above the flood protection level. It provides allowances for the lowest floors to be below the flood protection level for non-residential buildings and non-residential portions of mixed-use buildings,provided they meet ASCE 24's dry floodproofing requirements.ASCE 24 also identifies requirements for MEP systems under sections on "Attendant Utilities and Equipment" and"Miscellaneous Construction." Note that, for the purposes of Chapter S discussion, all Substantial Improvement requirements also apply to structures that have suffered Substantial Damage. Chapter 2 provides more information on NFIP requirements for building systems, as well as building codes and other regulations that may apply.Since building codes and regulations vary depending on location,one should al- ways consult with local building officials to verify that any new construction or Substantial Improvement proceeds PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-1 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS in accordance with applicable regulations.The local building official will also determine the required permits for large utility system mitigation projects. The following mitigation actions will be discussed in this chapter: ■ Elevation: This measure involves elevating vulnerable' i components of the MEP systems by placing them on - -- - - - - - - elevated platforms or frames,preferably above the flood 1,F _ NOTE: protection level.For new construction and Substantially` -` DRY FLOODPROOFING Improved buildings, elevation of equipment above this level is the preferred option for compliance with If properly installed, all mitigation op- the I-Codes and the NFIP because elevation offers tions presented in Chapter 5 will lower residual risks compared with other mitigation reduce exposure to flooding, but not approaches. In this document, elevation refers to in-place all non-residential measures are elevation of equipment. compliant with large, multi-family res- idential building NFIP and building ■ Relocation: This measure involves moving vulnerable code requirements. components of building utility systems to a higher level or higher floor within the building. Relocation is often the method that offers the least residual risk. ■ Component protection (Dry floodproofing): This measure involves the installation of flood-resistant barriers and can be used to protect vulnerable components of MEP systems (see Note below). The NFIP does not recognize dry floodproofing for residential buildings as a mitigation measure, so it is not an option for new construction or Substantially Improved large residential buildings. However, dry floodproofing can reduce flood risks in non-residential buildings and non-Substantial Improvement instances. Nevertheless, dry floodproofing should not be chosen over elevation or relocation efforts that would provide the same level of flood protection because the residual risks of dry floodproofing can be significant. See the Note on the next page for additional details regarding residential risks. I NOTE: SUBSTANTIALLY IMPERMEABLE Since it is extremely difficult to make buildings and systems completely watertight,the intent of dry flood- proofing is make all elements substantially impermeable to flooding.ASCE 24 defines substantially impermeable as"Use of flood damage-resistant materials and techniques for dry floodproofing portions of a structure, which result in a space free of through cracks, openings, or other channels that permit unobstructed passage of water and seepage during flooding, and which result in a maximum accumu- lation of 4 in.of water depth in such space during a period of 24 hours" ■ Other Strategies (Wet floodproofing): Partial system mitigation can reduce flood damage and service losses. System components that have some resistance to flood damage and can be readily cleaned, repaired and returned to service could be used instead of elevation or dry floodproofing.The NFIP, the I-Codes, and ASCE 24 allow components to be exposed to floodwater, provided that they can resist flood forces and are designed and installed to prevent floodwater entry. However, obtaining flood-resistant components is difficult for many systems, particularly those that prevent floodwater entry and can resist flood loads. 5-2 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS rJ Another potential option is to combine wet floodproofing and dry floodproofing. Areas below the required flood elevation can be partially protected using flood damage-resistant mate- WARNING rials, and the interior core areas can protect individual utility systems or key equipment that cannot be relocated above the While discussing large or complex flood protection level.When areas are below grade, it should residential buildings in conjunction be assumed that any wet floodproofed areas will be inundated with non-residential buildings is ap- and may need to be pumped out once floodwater has receded. propriate because some systems are similar,readers should remember that When addressing flood risk reduction,it is appropriate to think some mitigation methods allowed for of building systems as consisting of primary components and non-residential occupancies, such secondary components. Primary components are those that as dry floodproofing, are not allowed must function for the system to operate.When primary com- for new residential construction or ponents are damaged, the entire system ceases to function. Substantially Improved residential Secondary components can sometimes be damaged or de- buildings. stroyed without preventing the entire building system from functioning, although the utility system may function at a reduced level of service or cause service interruptions to a por- tion of the building. E NOTE: DRY FLOODPROOFING RESIDUAL RISKS Dry floodproofing is acknowledged by the NFIP for non-residential buildings and is allowed by ASCE 24.However, dry floodproofing is less effective than elevation because it inherently has greater residual risks, such as the following: • Active Mitigation:Dry floodproofing is active mitigation that generally requires human intervention in order to be effective.Failure to install or maintain a flood enclosure or sump pump can render the en- tire dry-floodproofing system ineffective.By contrast, elevation and relocation are passive mitigation approaches that do not require human intervention. • Overtopping: If flood levels exceed the elevation of the dry floodproofing design, floodwater will flow into the protected area.The time required to fill an area protected by dry floodproofing depends on the volume of the protected area and on the amount of overtopping.A 20-foot by 20-foot area protected by 3-foot flood barriers will fill in approximately 10 minutes 9 flood levels overtop the 3-foot tall walls by only 1/2 inch. • Seepage:While it is theoretically possible to create watertight flood barriers with impermeable seals, in practice some seepage through the barriers or walls should be expected, particularly when pip- ing, conduits, and other elements penetrate the barriers or walls. Like overtopping, seepage, if not removed,will eventually fill the floodproofed area and submerge protected equipment.Sump pumps, ,properly sized to accommodate anticipated seepage rates and powered from reliable electrical sourc- es, can reduce flood risks from seepage. Because flooding often interrupts utility power, standby power sources are recommended for dry-floodproofed areas where seepage cannot be eliminated. • Structural Failure:During flood conditions,dry-floodproofed areas are exposed to lateral hydrostatic loads that push against flood barriers and walls toward protected areas, and to buoyancy forces that cause uplift on the floor system of the floodproofed area.If the barriers are not strong enough to resist flood forces or heavy(or anchored) enough to resist buoyancy,the dry-floodproofing system will fail. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-3 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS DRY FLOODPROOFING RESIDUAL RISKS(continued) Due to its inherent residual risks,dry floodproofing should not be chosen over elevation or relocation ef- forts that would provide the same level of flood protection, as illustrated in the example below. Residual Risk Example:Consider two identical equipment rooms protected to a flood depth of two feet —one using dry floodproofing and the other using elevation.Assuming dry floodproofing measures are substantially impermeable and address any seepage by including sump pumps with reliable back-up power, then dry floodproofing mitigation measures provide the same level of protection for floods less than two feet above floor level and will keep equipment dry and functional.However, if flood levels even slightly exceed the two-foot level of protection,flood barriers will be overtopped and the dry floodproofed equipment will be exposed to two feet of water, resulting in extensive damage and loss of function. By contrast,floodwater that rises to just over two feet will only reach the bottom of elevated equipment and will not likely cause significant damage or loss of function.Therefore, dry floodproofing measures have a significantly higher residual risk than elevation. Designing building systems for flood resistance requires a holistic approach involving all members of the design team including architects,mechanical engineers, electrical engineers and structural engineers,particularly if mas- sive equipment must be located on upper floors or if dry floodproofing is required. I '9ThiS NOTE: FLOOD PROTECTION LEVEL publication uses the term flood protection level to address the minimum elevation that the owner uses as a level of flood protection.For new construction,existing construction deemed to be Substantially Improved, or buildings otherwise directed by the authority having jurisdiction, the BFE or design flood elevation usually refers to the minimum required elevation of flood protection. When required flood elevation is used in this publication it refers to the minimum elevation required for flood protection by the jurisdictional authority.At a minimum,the required fbod elevation will be the BFE.In addition,flood protection level refers to the level selected to provide the desired level of protection when compliance with a code or regulation is not required and designers and owners elect to elevate or protect building utility systems. Table 5-1 summarizes mitigation measures for various MEP systems and where they are discussed in this chapter. General principles of these measures are discussed in Chapter 3,Compliance and Mitigation Measures. I 5-4 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS rJ Table 5-1. Summary of utility mitigation measures for non-residential buildings. ConstructionSystem Repairs for Existing New Non-Substantial Improvement,System . . HVAC(Section 5.1) Primary HVAC system compo- Elevate above the flood protection level. Install as high as possible. nents(air handlers,chillers, Alternatively,dry floodproof to the flood boilers,furnaces, pumps,and protection level. control panels) Secondary HVAC components Above the flood protection level.Allow second- Install as high as possible. (lateral ducts,grills and registers, ary components to be exposed to floods only if piping) they prevent water entry and resist flood forces. Components exposed to floods should be func- tionally isolatable from the rest of the system. Electrical (Section 5.2) Primary electrical system com- Elevate above the flood protection level. Install as high as possible. ponents(service equipment, Alternatively,dry floodproof to the flood distribution panels,electrical protection level. feeders,standby generators and equipment) Secondary electrical system com- Above the flood protection level. Install as high as possible or iso- ponents(branch circuit wiring and late to limit damages. devices) Allow secondary components to be exposed to floods only if they prevent water entry and resist flood forces. Components exposed to floods should be functionally isolatable from the rest of the system. Plumbing(Section 5.3) Primary plumbing system compo- Above the flood protection level for all Elevate all nonsubmersible nents[main piping line,domestic nonsubmersible components. Alternatively,dry components as high as possible. booster pumps, primary domestic floodproof to the flood protection level. water heaters,treatment systems (when required for potability), waste lift pumps,fire pumps] Secondary plumbing system Above the flood protection level for all Elevate all nonsubmersible components(lateral piping lines, nonsubmersible components. components as high as possible. plumbing fixtures) Allow secondary components to be exposed to floods only if they prevent water entry and resist flood forces. Components exposed to floods should be functionally isolatable from the rest of the system. Fuel Systems(Section 5.4) Primary components of fuel sys- Above the flood protection level for all Protected below the flood tems (regulators,fuel oil pumps, non-submersible components Alternatively,dry protection level. main fuel and gas lines) floodproof to the flood protection level. Secondary components of fuel Above the flood protection for all non- Above the flood protection level for systems submersible components. Allow secondary com- all non-submersible components. ponents to be exposed to floods only if they prevent water entry and resist flood forces. Components exposed to floods should be func- tionally isolatable from the rest of the system. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE S-5 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS Improvement, System Repairs for Existing New Construction or Substantial and Non-Substantial System . . Fuel tanks exposed to flooding Locate above the flood protection level or Protected below the flood design tanks to prevent floodwater intrusion and protection level. resist flood forces.Alternatively,dry floodproof tanks to the flood protection level. Conveyances-Escalators and Escalators(Section 5.5) Primary and secondary Above the flood protection level. Alternatively, Protected below the flood components of elevators and dry floodproof to the flood protection level. protection level. escalators Allow components consisting of flood damage resistant materials to be exposed to floodwaters provided they will resist damages during the design flood. 5-6 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS ) 5.1 Heating, Ventilation and Air Conditioning (HVAC) HVAC systems for non-residential and larger residential buildings can be significantly different from those found in one- and two-family dwellings.HVAC systems in non-residential and larger residential buildings often include multiple units, centralized chilled water and hot water systems, and active ventilation systems for controlling in- door temperatures,humidity levels and indoor air quality. The typical elements of non-residential HVAC systems are shown in Figure 5-1.The graphic depicts a hydronic system where water—often containing glycol for freeze protection—is heated or cooled and distributed through the building through coils in air handling units (AHUs) that heat and cool the structure.In direct expansion (DX) systems,AHUs are still used,but the water is replaced with a refrigerant that undergoes liquid-to-vapor and vapor- to liquid phase changes.The latent-heat transfer associated with those phase changes allows for heat to be removed from the building during air conditioning or added into the building during heating.While DX systems differ from hydronic systems, both consist of primary components like AHUs, condenser units and evaporative coils, and secondary components like ducts, supply grills and return louvers. a ❑ o r� Component Type Component Type Q Return trunkline duct Primary Q Chilled water pump Primary Q AHU Primary Q Lateral supply ducts and registers(typical) Secondary Q Supply trunkline duct Primary Q Chiller Primary Q Hot water pump Primary Q Cooling tower Primary Q Boiler Primary Figure 5-1. Primary components of a non-residential,hydronic HVAC system. Note that HVAC components on upper floors are not shown on this simplified graphic. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-7 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems rJ MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS Table 5-2 provides a list of typical primary and secondary components of non-residential HVAC systems and de- scribes where to find mitigation approaches for each component. Table 5-2.Typical elements of non-residential HVAC systems. ComponentsHVAC equipment type(Subsection) Primary components(5.1.2.1) AHUs,supply and exhaust fans,and furnaces when serving entire building Trunk line sections of ducts Chilled water system components(chillers,cooling towers,condensers,pumps, and piping) Hot water system components(boilers, pumps,and piping) Fuel tanks and main piping(for fuel-fired systems) Pumps and main chilled water and hot water piping' Primary exhaust systems Energy management control panels Secondary components(5.1.2.2) AHUs,furnaces,and condenser units serving small,non-critical areas Lateral sections of ducts or ducts that serve individual rooms or minor areas Ductwork(supply ducts and registers,return ducts,and grills) Lateral piping lines Convectors and radiators Thermostats for individual rooms and areas As indicated in Table 5-2, primary equipment includes compo- nents that heat or cool the entire building, such as those that IN produce chilled and hot water for hydronic systems and AHUs NOTE that serve most or all of the building.While the primary equip- ment in an HVAC system varies based on the style of the system, All fresh air intake and exhaust there are common features present in most HVAC systems.A de- vents should be elevated above the scription of the most common non-residential HVAC systems flood protection level, including all and components is provided on the pages that follow. HVAC-related ducts and others such as bathroom, kitchen, and laundry Hydroniic HVAC Systems room vents. Hydronic HVAC systems use water as the thermal transfer medium for heating and cooling a building.The follow- ing is a description of the key components of hydronic HVAC systems—chillers and chilled water pumps,boilers and hot water pumps, and air handling units. Chillers and Chilled-Water Pumps:The HVAC systems in many large buildings use chilled water for mechani- cal cooling.Chilled water typically is created using water-cooled chillers in conjunction with evaporative cooling towers (see Figure 5-2),or air-cooled chillers that require no cooling towers (see Figure 5-3). Chilled water can also be produced by absorption chillers that produce chilled water from steam or other heat sources. 5-8 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 55 .y II Figure 5-2. Indoor water-cooled chiller(left)with rooftop evaporative cooling tower(right)in Bridgeville,Delaware. Figure 5-3.Air-Cooled rooftop chiller in Georgetown,Delaware. Circulating pumps distribute the chilled water through the building.Air conditioning occurs within AHUs where the chilled water flows through cooling coils.Figure 5-4 shows a pump that distributes chilled water from a chill- er unit to hydronic coils in AHUs. Boilers and hot-water pumps: In hydronic systems, boilers produce hot water for heating a building.The hot water is circulated throughout the building by circulator pumps and the hot water supplies coils in AHUs. Heat is drawn from those coils and the water is recirculated back to the boilers for reheating.Figure 5-5 shows a typi- cal boiler.Boilers can be fueled by oil,propane,natural gas,coal,or,occasionally,electricity.Circulator pumps are similar to those used for chilled water. Air handling units (AHUs):AHUs heat and cool areas of the building using fans,water coils, sound attenuators, and dampers.Air handlers in four-pipe systems contain separate heating and cooling coils that can heat and cool simultaneously.Air handlers in two-pipe systems contain a single coil that can either heat or cool.AHUs also filter the distributed air,and many provide ventilation by introducing fresh outside air.Examples of air handlers include humidifiers, disinfection lamps and electrostatic precipitators.Figure 5-6 shows a four-pipe air handling unit that contains separate chilled- and hot-water coils. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-9 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems rJ MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS AHUs can vary widely in size. Small AHUs with rated ca- pacities of a few hundred cubic feet per minute (cfm) that serve individual rooms or small areas may be considered secondary components. Large AHUs rated 10,000 cfm or more that serve large areas,entire floors or entire buildings may be considered primary components. Small units can be floor-mounted or suspended from the structural deck above; large units are nearly always floor-mounted.AHUs connect to supply ducts that distribute conditioned air and return ducts that return air to the unit. Often, the spaces above finished ceilings are used as return air plenums.The air handling components of HVAC systems can be dam- aged or destroyed when exposed to flooding. Figure 5-4. Chilled water pump,Georgetown,Delaware. Figure 5-5. Dual fuel(fuel oil and propane)boiler,Dagsboro,Delaware. i 4 i 5-10 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS J - Figure 5-6.AHU with a separate ' chilled water coil(green labels)and hot water coil(yellow labels).The coils are within the unit and are not visible(Dagsboro,Delaware). i a Other Types of HVAC Systems HVAC systems,particularly those in small buildings, often do not use water to transfer heat.Instead, they heat air in furnaces and distribute the heated air through ducts.The furnaces can be fuel-fired (fuel oil, liquid propane, or natural gas) or electric. Electric furnaces heat air through resistance heating coils. In those systems, cooling is often provided by DX units consisting of an evaporative coil and a compressor and condensing unit.The evapora- tive coil is located either in the AHU or the downstream duct, with the compressor and condensing unit almost being located outside.With DX units,refrigerant goes through a phase change (liquid to vapor or vapor to liquid) and the latent heat associated with those phase changes cools the building. HVAC systems also can be hybrid systems that use DX for cooling and hot water from a boiler for heat.In hybrid systems, the hot water heating coil is separated from the evaporator coil using refrigerant. Heat pumps are also frequently used. Heat pumps are DX-type air conditioning units that can mechanically cool building spaces and function in reverse to provide heat. Geothermal systems use heated groundwater to provide heating and cooling for a building.The earth functions as either a heat sink that absorbs heat rejected from the building during cooling or a heat source that provides heat for the building.Geothermal systems typically use heat pumps for the actual thermal exchange. While the mechanics differ between types of HVAC systems,each consists of primary and secondary components and provides a near-identical overall approach to flood mitigation. 5.1.1 Flood Risks to HVAC Components HVAC components are generally not flood-resistant, and most will be damaged or destroyed when exposed to floodwater. Chilled water and hot water piping in hydronic systems have some resistance to flood damage, but the insulation typically used on the piping can be damaged by floodwater unless closed-cell insulation is used. Valve stems, threaded fittings and piping supports can also be damaged unless constructed with corrosion-resis- tant materials.The air handling components of HVAC systems offer some flood resistance because they are usually constructed with corrosion-resistant materials like galvanized steel,but those components can be damaged or de- stroyed by flood forces that exceed operational design forces. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-11 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS NOTE 1;1nSFHAs where flood elevations have been determined with delineated BFEs, the actual flood risk to the HVAC system can be determined by comparing the HVAC equipment elevation to the required flood elevation. In areas outside of SFHAs or in SFHAs where flood elevations are undetermined, historical data and records can often be used to assess flood risk. Flood risks to HVAC components depend on the location of the component within the building. Roof-mounted components and components placed on high floors have little or no flood risk, but equipment located on the lowest floor,below grade, and in a SFHA can be exposed to significant flood risks. Even if the building is located outside of a mapped SFHA, flood risks may still exist from events that exceed the base flood, storm runoff, fail- ure of systems within the building (like potable water or sprinkler systems), and backflow or blockage in waste disposal systems. If a building located in a SFHA is exposed to moving floodwater (e.g., coastal areas and near floodways), HVAC equipment outside or underneath buildings can be damaged or destroyed by hydrodynamic forces, breaking waves, erosion and scour,and flood-borne debris impact. Boilers and hot water pumps are often located on the lower floors of a building near the fuel source or to chim- neys or stacks that exhaust combustion products.As a result, these components and associated equipment may be exposed to flood damage,particularly in buildings in SFHAs or with lower floors that extend below grade. 5.1.2 Mitigation for HVAC Components Mitigation actions identified in the introduction to Chapter 5, including elevation, relocation, wet floodproofing and dry floodproofing will reduce risk to primary and secondary HVAC components. Most will reduce physical damages and functional loss. Other actions that allow buildings to be supplied by temporary utilities such as in- stalling flanged connections for steam,hot water,chilled water and electrical services will reduce damages related to functional downtime. 5.1.2.1 Mitigation for Primary Components Elevating equipment, preferably above the required flood elevation, is the preferred method of flood mitigation for primary HVAC components.Components can be elevated in place or,if space exists or can be created,relocated to higher floors in the building. In-place elevation is generally more convenient because electrical, piping and duct connections are already in place and can be extended from below, or shortened from above, the elevated unit.The amount of flood protec- tion available from in-place elevation is often limited, however, by the vertical height of HVAC components and restricted headroom. Since exterior equipment has fewer vertical obstructions than interior equipment, in-place elevation can provide greater protection. Support and anchoring for HVAC components also needs to be considered.All HVAC system components must be supported to resist gravity loads,but equipment that could be exposed to high winds and earthquakes require additional support and anchoring. For gravity and seismic loads, relatively light primary HVAC components like AHUs, pumps, and some cooling towers can often be supported and anchored without major structural modifi- cation.However,large,heavy equipment like water-cooled chillers may require significant structural modification for adequate support. For equipment that is mounted on the exterior of a building and exposed to wind loads, 5-12 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems L i MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS ) vulnerability to wind force is dictated by the equipment's dimensions.The weight of the equipment provides some assistance in resisting wind loads, but physically large units such as roof-mounted AHUs and fan units, though relatively light, can be difficult to anchor. When exposed to wind and seismic forces, primary HVAC units can shift, causing stress to fixed electrical, pip- ing and duct connections. Flexible piping, duct and electrical connections are recommended to reduce damages from those forces. Water-cooled chillers are typically placed in me- chanical rooms within a building.When mechanical e rooms are below the required flood elevation or be- low grade,mechanical equipment within the rooms '!" is vulnerable to flood damage. Cooling towers and air-cooled chillers may be placed on at-grade slabs or elevated on frames supported by at-grade slabs. Cooling towers may be roof-mounted or placed in mechanical penthouses.Figure 5-7 shows a cooling tower elevated above grade on a steel support frame. Although equipment placed on at-grade slabs is less %wo - susceptible to flood damage than equipment placedVON below grade, the grade slab elevation may not berip sufficient to protect equipment from flood dam- age. Roof-mounted equipment is usually free from V. 44M ng significant flood risk. When the weight of HVAC components prevents relocation to upper floors, component reconfiguration may be an option. For example, it may be possible to replace a water- cooled chiller in a below-grade mechanical room with an-air cooled chiller on an elevated exterior platform. Like chillers,boilers are often located on lower floors of buildings due to proximity to the fuel source Figure 5-7.Cooling tower placed on an elevated frame or to chimneys or stacks that exhaust combustion (Hurricane Ike,Port Bolivar,Texas,October 18,2008). products. Hot water pumps required for hydronic HVAC systems are typically located near the boilers they serve.When located on lower floors or below grade, boiler equipment, especially hot water pumps and as- sociated equipment, may be exposed to flood damage. Ideally, like other primary HVAC equipment, they should be elevated,preferably above the flood protection level. For non-residential buildings,AHUs may be considered as primary or secondary components of an HVAC system, depending on the number and size of the units. AHUs can be floor-mounted or suspended.Although smaller, suspended units are easier to elevate than larger, floor-mounted units, they should be considered for mitigation because even a few inches of elevation can provide increased protection from flooding. Occasionally,vertical AHUs can be replaced with horizontal or in-line units.Horizontal units are generally shorter, require less headroom, and are often easier to elevate in place than vertical units.When in-place elevation is not PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-13 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS possible or practical,it may be possible to move AHUs to a higher floor if there is adequate space and if ductwork can be rerouted and extended to accommodate the new location. Relocating AHUs to higher floors may require penetration of smoke and fire separation barriers to accommodate new ductwork; therefore, be sure to consult a design professional to verify that fire risk is addressed and the necessary building permits are filed for local code compliance. Figure 5-8 shows flood mitigation measures being taken when primary equipment is elevated in-place by placing components on elevated supports or frames. a ❑ �X� �r � :� z o i 1 u Flood protection �. level r � I► Figure 5-8. In-Place Equipment Elevation of primary HVAC components elevated on supports or frames. Note the source of the flooding in the basement areas can greatly impact the effectiveness of flood protection measures. Relocating equipment to higher floors is an effective method of reducing flood risk, but it is usually more com- plex than in-place elevation, as space must be created on the higher floor to house the relocated equipment. However, upper (at-grade and above grade) floors are generally more desirable for owner and tenant businesses than lower floors—which is a primary reason why mechanical equipment is relegated to lower or below grade floors. Figure 5-9 shows relocation of primary HVAC components from a subgrade basement level to the first floor.This approach is often feasible when less critical or easily replaceable equipment or services can be relocated to a lower floor to create space higher in the building for critical mechanical equipment. In some cases, provisions can be put in place that allow the facility to function without equipment that is normally needed for the operation of the facility.For example,consider a hospital in a SFHA where the mechanical room is in a basement below grade and the laundry area is on the first floor,two feet above the BFE.In its present location,the mechanical room is at high risk of flooding from a 10 year (10-percent-annual-chance) flood; while the laundry is at a much lower risk of 5-14 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 flooding since it is located above the 100-year (1-percent-annual-chance) flood.Both the mechanical equipment and the laundry are needed for the hospital to function,but,while HVAC must remain operational for the hospital to function, the hospital can function without on-site laundry services by using external service providers. Using temporary off-site laundry service providers will allow a hospital to remain in operation while recovering from a flood event,particularly if the HVAC system was protected.Thus switching locations of the mechanical room and laundry area will increase the flood resiliency of the hospital. a ❑ o AD s 1 . Flood protection level w Figure 5-9. Flood risk reduced by relocating primary HVAC components from a subgrade basement level to a higher floor. When elevation or relocation is not possible, dry floodproofing may allow in-place primary-component pro- tection. Flood barriers can be constructed to protect primary HVAC components from shallow flooding, but for deeper floods it might be more practical to dry floodproof the entire mechanical space.Doing so can provide flood protection for all equipment located within that space.However,it should be emphasized that residual risks exist for all dry floodproofing measures.Those risks are discussed in Section 3.2, Component Protection. 5.1.2.2 Mitigation for Secondary Components As stated previously in Section 5.0,secondary components include equipment that are necessary to provide heat- ing, cooling, or ventilation to some areas within a building, but not required to provide those services to all portions of a building. Secondary equipment includes: lateral and non-trunk line ducts, supply grills and return registers,lateral portions of chilled- and hot-water piping, convectors and radiators, control equipment for local- ized control, and AHUs serving small or non-critical areas. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-15 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS As with primary components, the preferred method of reducing flood risk is to elevate secondary components, preferably above the required flood elevation.Dry floodproofing is allowed in new construction and Substantially Improved non-residential buildings,but is less desirable due to the inherent residual risk of dry floodproofing. Ductwork: NFIP and ASCE 24 both allow HVAC ducts below the required elevation, provided that they prevent water entry and accumulation and are capable of resisting flood forces. In practice, however, standard ducts are designed to move air, not to prevent water entry and accumulation or resist flood forces. Ducts are often sealed to limit air leakage, particularly in newer buildings that meet energy efficiency standards. However, sealed ducts prevent flood waters from entering them and equalizing flood forces.As a result,even partial submersion in a few inches of floodwater can create hydrostatic forces sufficient to crush sealed ducts or dislodge them from their sup- ports. If ducts are not sealed and floodwater can enter them, flood forces are significantly reduced, but the ducts would violate NFIP regulations and ASCE 24 criteria designed to prevent water from entering or accumulating in equipment below the required flood elevation. For new construction and Substantially Improved buildings, the most practical method of meeting NFIP regu- lations and ASCE 24 criteria without having to install specially designed flood-resistant ducts is to elevate them above the required flood elevation. Duct placement and routing above this elevation will need to be addressed during HVAC design and planning. In existing buildings that are not Substantially Improved, ducts can be installed below the required flood elevation. However, to reduce flood risk, ducts should be placed as high as pos- NOTE sible within the building, preferably above the required flood elevation. Even when it is not mandated, consideration should Refer to National Institute for be given to using flood-resistant ducts when they are below the Occupational Safety & Health required flood elevation. (NIOSH) Recommendations for the Cleaning and Remediation of Ductwork that has been submerged during a flood event should Flood-Contaminated HVAC Systems: be carefully inspected and evaluated to determine if it can be A Guide for Building Owners and cleaned and salvaged. It is recommended that all duct insulation Managers,2010 for additional details exposed to flooding be discarded and replaced with new insu- on post-flood cleanup of ductwork lation, and that all pre-insulated flexible ductwork exposed to and other HVAC components: http:// flooding be discarded and replaced with new ductwork. www.cdc.gov/niosh/topics/emres/ cleaning-flood-hvac.html Piping:Since most piping systems associated with HVAC systems operate under pressure, they have some inherent resistance to flood damage. Piping system components like automatic vents, exposed valve stems and seats, and relief valves might be vulnerable to the corrosive effects of floodwater.This vulnerability should be considered in the design and placement of piping system components in new construction and Substantially Improved buildings located in SFHAs. Some HVAC piping systems like chilled water and hot water systems use pipe insulation that may not be flood damage-resistant. Piping insulation for new construction and Substantially Improved buildings placed below the required flood elevation must be flood damage-resistant.For existing buildings,it may not be practical to relocate piping above the flood protection level, but flooded insulation should be replaced with flood damage-resistant insulation. 5-16 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS ) I Piping'in new construction and Substantially Improved buildings must be designed to resist flood loads. HVAC components under elevated buildings are frequently exposed to moving floodwater.Placement of components on the landward side of structural elements (in coastal areas) and on the downstream side of structural elements (in riverine areas) can reduce risks from moving floodwater when the components cannot be elevated.ASCE 7 con- tains criteria for determining flood forces;ASCE 24 contains criteria for resisting flood damage. While elevation is the preferred mitigation approach for secondary HVAC components, dry floodproofing is al- lowed for non-residential buildings and may be used for interim flood mitigation in existing residential buildings that are not Substantially Improved. The lack of readily available flood-resistant HVAC components that meet NFIP criteria (i.e., those that prevent water entry and accumulation and resist flood forces) will likely make other flood mitigation approaches neces- sary,particularly in existing construction.Those approaches should minimize damage and facilitate recovery from flood events.The following actions will help achieve those goals: ■ Transition Points:Creating transition points between sections of the HVAC system above and below the flood protection level will facilitate repairs and recovery. Piping unions can be installed in chilled- and hot-water systems to allow for the removal and replacement of damaged components,while minimizing disruption to the undamaged portions of the system.The transition devices should be installed above the required flood elevation to reduce potential damage. ■ Isolation Devices: Installing valves that control feed portions of HVAC piping exposed to floodwater will facilitate repair or replacement of damaged equipment.The valves allow damaged equipment to be isolated from undamaged sections, and may allow the undamaged sections to function during repairs. Isolation valves should be installed above the required flood elevation to reduce potential damage. Similarly to valves, dampers can be installed in lateral sections of exposed HVAC ducts that are fed from trunk-line ducts above the floodwater. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-17 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5.2 Electrical Systems Nearly all building systems require electrical power to operate, and without it most buildings cannot function as intended. Buildings that rely on electrical power to supply life safety equipment cannot function as intended or be safely occupied when power is lost. As with HVAC systems, electrical system components can be vulnerable to flooding and rendered inoperable by flood damage.Unlike HVAC systems,however, the loss of electrical power results in the interruption of all build- ing systems that rely on it to operate.Those systems impacted by electrical power loss can include life safety and critical systems like fire detection, alarm systems and suppression systems, emergency lighting, exit signage and smoke control systems. Loss of electrical power can also impact other systems including HVAC, plumbing,light- ing, and conveyances that are often essential to building function during and after a flood event. Most large buildings contain some sort of emergency or standby power.For many building uses,emergency pow- er is limited to those systems that satisfy requirements for life safety equipment.These systems typically need to be powered for only 90 minutes, which is considered the maximum time needed to safely evacuate a building. Batteries, for example, can provide 90 minutes of emergency power, after which the building would have been evacuated and critical loads would not be needed for life-safety operation because the building would be effec- tively "off-line." Other buildings may have more stringent criteria for emergen- cy power systems.For example, emergency power requirements I for many health care facilities are based on a shelter-in-place NOTE approach instead of evacuation. Some buildings require emer- gency power for fire suppression, smoke control systems, and, I-Codes and standards acknowl- in high-rise buildings, conveyance systems like elevators.Those edge three classifications of electrical systems are referred to as code-required standby systems. Often, more systems: emergency systems, code- stringent emergency or standby power requirements will ne- required standby systems, and cessitate the installation of on-site power generation, which optional standby systems.The same is usually provided by standby generators. In some buildings, level of flood protection is specified I-Code requirements (see Note) for emergency power and re- for all three systems per the mini- quired standby systems are considered inadequate and optional mum protection in ASCE 24. For stand-by systems are provided to supply equipment deemed nec- normal power systems, the minimum essary for building functionality flood protection specified by ASCE 24 may be considered appropriate. All electrical systems,including normal power,emergency power, However,from a best practices stand- and standby power systems, are vulnerable to damage if ex- point, it may be appropriate to provide posed to floodwater and are treated equally by I-Codes and NFIP additional freeboard protection for op- regulations. In this section, all electrical systems are discussed tional standby systems,code required holistically; recommendations contained in this publication do standby systems and emergency not distinguish between the three classifications of electrical Sys- systems; for example, elevating the tems that are acknowledged by the I-Codes. However, readers equipment an additional one foot might be advised to consider the three systems separately and above the required flood elevation. provide additional flood protection for certain systems that are considered more critical than others. 5-18 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 It may be convenient to consider electrical systems as being comprised of primary components and secondary components.The primary components of electrical systems are often 1) the most expensive to replace, 2) the most critical to system operation, and 3) the most readily mitigated. Figures 5-10 and 5-11 depict the electrical system for a typi- cal non-residential building. Figure 5-10 shows some of the significant components of the system; Figure 5-11 shows a PIA WARNING schematic diagram of an electrical system, often called a "riser diagram."Large residential buildings may have similar systems; y electrical components that come large commercial buildings and industrial facilities may have in contact with salt water or contami- more complex systems. Regardless of the size and complexity hated floodwater should be replaced of the electrical system, similar flood mitigation approaches rather than repaired. Corrosion can, may be taken. at a minimum, significantly reduce electrical components' useful life, but Figures 5-10 and 5-11 show the utility company transform- more importantly, corroded compo- er, which is typically pad-mounted but may be pole-mounted, nents can cause electrical fires. and the building's main electrical service, which consists of a free-standing switchboard with a utility metering compart- ment (lower left), main service section (upper left), and a feeder or distribution section (right). As the name implies, the metering section contains devices needed to measure energy consumption for billing purposes.The metering section is usually sealed so that only utility company workers have access. The main section contains the main service disconnect that can shut off all utility power to the building.The main device is typically a circuit breaker (or, in older buildings, a collection of fuses) that provides overcurrent pro- tection.The feeder section—also called the distribution section—contains circuit breakers that supply individual feeders,which in turn supply individual electrical loads.Figure 5-10 includes a feeder for a roof-mounted HVAC unit that represents a cooling tower;feeders for four branch circuit panel boards that are supplying receptacle cir- cuits, small appliances or other devices; and a feeder supplying a basement HVAC unit featuring a water-cooled chiller. Figure 5-10 also shows the feeder section that supplies one of two feeds needed to power an automatic transfer switch (ATS).The second feed is from an on-site standby generator.The ATS senses the loss of normal power and, if power is interrupted, signals the standby generator to start.After the generator starts and becomes operational, the ATS transfers downstream electrical loads from the utility to the generator.The transfer switch operates quickly in response to the loss of the primary power source—for I-Code-required emergency electrical loads,redundant power transfer must occur within 10 seconds. Note that the riser diagram depicted in Figure 5-11 is simplified.A large building typically contains more branch circuit panel boards, one or more elevators,and dedicated feeders for computer and information technology (IT) systems.When a building's utility system requires standby power for more than just emergency loads,additional ATSs are needed. Separate transfer switches are often installed for emergency systems, required standby systems and optional standby systems. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-19 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS O a _ o Component Type Q Padmount transformer Primary Q Electric meter Primary Q Service switchboard Primary Q Normal power panels Primary Q Transfer switch Primary Normal/standby power panel Primary Q Generator circuit breaker Primary 0 Standby generator Primary Figure 5-10. Simplified diagram depicting primary components of a non-residential electrical system. 5-20 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 HVAC unit Normal power panel(typ 4) Standby generator circuit breaker Normal/standby Padmount power panel transformer Standby Utility meter generator Service La switchboard Transfer switch Figure 5-11. Electrical schematic/riser diagram for a typical non-residential building. Table 5-3 provides a list of typical electrical system components and the subsections where mitigation options are addressed. Table 5-3.Typical elements of a non-residential electrical system. ComponentsElectrical equipment type(Subsection) I Primary components(5.2.2.1) Pole-or pad-mounted service transformer(typically the responsibility of the utility company)and service drop(overhead service)or service lateral (underground service); utility meter. Service equipment,distribution equipment(distribution panels or distri- bution sections of service equipment),electrical feeders, motor control centers and branch circuit panel boards(if they supply primary components of MEP or other systems). Emergency/standby power systems components(generators,trans- fer switches, paralleling and synchronizing equipment,controls);fuel oil pumps,cooling fans and pumps,starting equipment and battery-charging equipment. Secondary components(5.2.2.2) Branch circuit devices: receptacles,switches,light fixtures. Miscellaneous components IT and telecommunications: phone,fiber optic,CAN,closed circuit (5.2.2.3 and 5.2.2.4) television. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-21 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5.2.1 Flood Risks to Electrical Systems As with HVAC system components, floodwater can damage nearly all electrical system components except for those designed for submerged applications. Flood damage to electrical system components can create fire and electrocution hazards,disrupt operation of power-dependent building systems,and delay reoccupation of a build- ing following a flood event. Salt water or mixed fresh and salt (brackish) water is especially damaging due to corrosion. New construction and Substantially Improved buildings may feature installation of electrical devices below the regulatory flood protection elevation if the devices are suitable for wet locations per I-Code requirements. How- ever, electrical devices suitable for wet locations can still be damaged if submerged in floodwater,so submergence of any equipment not listed for at least temporary submersion should be avoided. Primary components of elec- trical systems that can be damaged if exposed to floodwater include pad-mounted utility transformers, service equipment, electrical distribution equipment, panel boards, motor control centers and electrical feeders.When emergency or standby power systems are installed, on-site generators, transfer switches and feeders connecting those components are also vulnerable to floods.Pole-mounted transformers and overhead service drops are inher- ently at little risk to flood damage because they are generally located above the flood protection level. Secondary components include switches, convenience outlets,light fixtures,junction boxes,and interconnecting wiring as well as any associated wiring,which is typically not designed for submerged installations. 5.2.2 Mitigation for Electrical Systems For primary components, relocation is generally the most appropriate mitigation approach for electrical systems in non-residential buildings. In-place elevation is appropriate if elevation that sufficiently reduces flood risk can be achieved and access requirements of National Fire Protection Association (NFPA) 70 National Electrical Code® (NEC) can be met.Those requirements apply to operable electrical devices such as the service disconnect, circuit breakers, and transfer switches.Component protection through dry floodproofing is also an option. For secondary components, elevation or relocation is also the most appropriate mitigation option, but replacing vulnerable secondary components with those suitable for submerged installation is also an option when cost al- lows. Unlike many primary components, some secondary components are available in models that are suitable for submerged use. In existing buildings, it is often not practical to elevate or protect all electrical equipment simultaneously, but flood protection can often be provided in a phased approach.Flood mitigation can be incorporated as equipment needs to be replaced when it reaches its end-of-service life,becomes obsolete, or during building improvements and modifications. 5.2.2.1 Mitigation for Primary Components Power Transformers: The power transformer is a primary component in an electrical system that serves the building by reducing the voltage of electricity delivered from the utility company's distribution voltage to the build- ing's utilization voltage.Transformers typically reduce power from a nominal 5 or IS kilovolts (kV) to 208 or 480 volts, and may be pole-mounted or pad-mounted. Pole-mounted transformers are usually mounted high enough to prevent accidental contact and are typically free from significant flood risks. Pad-mounted transformers are generally placed at grade on gravel bases or concrete pads, and thus can be damaged by flooding,particularly in a SFHA. 5-22 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 Flood protection for transformers can be challenging.Elevation is the preferred method to reduce flood risk.How- ever,since transformers need to be physically located close to the building's electrical service equipment in order to reduce the voltage loss that occurs in service laterals, elevation may be difficult unless the service equipment is elevated as well. Dry floodproofing is an option when it protects a large portion of the building. Floodwalls or flood barriers that only protect the transformer generally limit access; several feet of working space is typically needed around transformers.Vehicle access is also required when transformers need to be replaced.Additionally, pump systems are required to remove seepage and address rainwater that accumulates inside the protected area. When transformers cannot be elevated or dry floodproofed and other portions of the electrical system can be protected from flood damage,actions that facilitate transformer replacement can reduce functional downtime.For example,preemptive coordination with the utility to verify that new transformers can be obtained and access can be provided for replacement will reduce service interruptions. Service Equipment:Service equipment is generally not flood-resistant and cannot prevent floodwater from either entering or accumulating within. For new construction and Substantially Improved buildings, the most practi- cal method to protect service equipment from flooding is to elevate above the required flood protection level or provide dry floodproofing that protects equipment to the required flood protection level.As previously discussed, elevation is the preferred option due to the inherent residual risks of dry floodproofing. Service equipment can be elevated in place or relocated to a higher level in the building. Relocation achieves greater flood protection; therefore, it is generally more effective at reducing flood risk. However, relocating ser- vice equipment to a higher floor requires space to be created for the equipment,which often requires relocating existing equipment or functions on that floor to areas with greater flood risk.In-place elevation is usually easier, but the level.of achievable flood protection is generally lower.When elevating in place,access to service equipment and working clearance around the equipment needs to be maintained.For free-standing switchboards and service panels, elevated walkways can be built to provide access to operable components of the service equipment.This access needs to be sized to provide the minimum working clearance required by the NEC. Other Primary Components: Electrical distribution equipment separate from the service equipment, panel boards, and motor control centers should be treated similarly to electrical service equipment. Primary compo- nents should be relocated to higher floors when possible, but may be elevated in place if in-place elevation is sufficient. NEC-required access and working space must also be maintained. Figure 5-12 shows primary equipment being mitigated by in-place elevation. Elevated platforms are created for access. Figure 5-13 depicts an electrical system in which primary components have been relocated to higher floors. Electrical feeders should also be elevated, but can be routed below the required flood elevation if the feeders are constructed of flood damage-resistant materials, are able to prevent floodwater entry and accumulation, and can be secured and anchored to resist flood forces. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-23 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I cJ MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS ❑ ■ Floo protection evel Figure 5-12.Simplified diagram showing primary components of a non-residential electrical system mitigated by in-place elevation.Note the source of flooding in basement areas can greatly impact the effectiveness of flood protection measures. a ❑ o E 0 Flood protection level` Q Note:The basement panel will remain vulnerable to flooding.The panel should be electrically isolatable from the rest of the electrical system. Figure 5-13.Simplified diagram showing primary electrical system components mitigated by relocation to higher floors. 5-24 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS ) 5.2.2.2 Mitigation for Secondary Components As with primary components of electrical systems, the preferred approach to mitigate secondary components is to place as many as possible above the flood protection level and use flood-resistant components below that elevation. For new construction and Substantially Improved buildings, as well as buildings undergoing tenant build-outs or modifications that remove interior finishes and create access to normally inaccessible areas, many secondary electrical system components can be elevated above the flood protection level. Components that must be placed below the flood protection level should be suitable for submerged conditions. ASCE 24 and the I-Codes allow the use of wiring suitable for wet locations, but the wiring will more likely be exposed to flood conditions. As few receptacles, switches, lights, and other devices as possible should be placed below the flood protection level.These components should be supplied from separate branch circuits protected by GFCIs.Installing wiring in non-metallic conduit that can readily be cleaned after a flood event can facilitate recovery.Alternatively, junction boxes can be installed above the flood protection level in branch circuits to facilitate removal and replacement of damaged wiring below the box. In addition, all wiring and components vulnerable to flooding should be designed and installed to limit damage and service losses.When elements of branch circuits are located below the WARNING required flood elevation, they should be designed to be elec- trically isolated from the rest of the system. Such isolation will penetrations though wall systems. allow power to be restored before flood-related electrical re- Special attention should b placed s. pairs are completed. dry floodproofed areas or interior core 5.2.2.3 Mitigation for Emergency and Standby areas.These penetrations should be properly sealed to prevent water from Power Systems infiltrating around the conductor or Approaches for mitigating emergency and standby systems conduit.Water can also travel through are similar to those recommended for other elements of the conductors or conduits; therefore, electrical system, with a few notable differences. Dry flood- those elements should be specifi- proofing should not be used when elevation is feasible due to cally addressed if electrical systems the inherent residual risk of this type of protection.Also,while are routed through wet floodproofed the I-Codes and standards do not mandate additional flood areas. protection for emergency, code-required standby, and optional standby equipment, additional flood protection such as free- board should be considered due to the importance of redundant electrical power systems.Figures S-14 and 5-I S show examples;'<, y NOTE of protection for emergency power system components. - For additional details on protect- Secondary components of emergency power systems are also ing emergency power from floods critical and should be elevated, preferably to or above the flood and other hazards, refer to FEMA protection level. In existing buildings where elevation above the P-1019, Emergency Power Systems flood protection level is not feasible,secondary components vul- for Critical Facilities:A Best Practices nerable to flood damage should be electrically isolated from the Approach to Improving Reliability, rest of the emergency or standby system. September 2014: https://www.fema.gov/media-library/ assets/documents/101996 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-25 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems J MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS Figure 5-14.Example of protected emergency power system components. dl The BFE(shown approximately in red) ul to is below the second floor so primary components of the electrical system were elevated well above the required flood elevation. .k � 1 AN Figure 5-15.Exterior view(top left)and interior views(bottom right)of elevated emergency generator and switchgear at medical center in Galveston,TX. Figure 5-14 is an exterior view of the electric room. 5-26 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 5.2.2.4 Mitigation for Miscellaneous Electrical Systems Mitigation of miscellaneous electrical systems can be achieved using the same approach presented for branch circuits. Primary components should be identified and elevated. Remote or ancillary components also should be elevated where possible; otherwise they should be retrofitted to allow for automatic isolation from the rest of the system during flood events. IT and Communications IT and communications systems include fiber optic, phone, and cable television (CATV). Equipment and wir- ing located below the flood protection level should be placed with consideration given to access for repair or replacement.Taps should be installed off CATV splitters that feed outlets below the flood protection level to al- low isolation from the rest of the system in the event of a flood. Placement of wiring in conduits may facilitate replacement of damaged wires. Rooms housing a large amount of IT equipment such as server rooms should be located above the flood protec- tion level.These rooms typically need to be mechanically cooled, which should be addressed when mitigating the HVAC system (Section 5.1.2). Closed Circuit Television (CCTV) Similar to IT and communications systems, CCTV and security systems often have flexibility when it comes to locating the primary system within a building.These systems should have devices that allow for isolation of com- ponents and wiring installed below the flood protection level. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-27 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5.3 Plumbing Systems Plumbing systems found in non-residential buildings include domestic water systems and drain, waste, and vent (DWV) systems.They can also include fire protection (sprinkler) systems, flammable gas piping (propane or natural gas) systems, roof drainage systems, pools and spas, compressed air systems and, in health care facilities, medical gas systems. Protecting plumbing and piping systems is important for maintaining the function of large residential and non-residential buildings. Plumbing system components can be considered primary or secondary, and their flood risks may be considered accordingly.Table 5-4lists the typical elements and the subsections where mitigation options are discussed. Table 5-4.Typical elements of non-residential plumbing systems. PotableComponents Primary components(5.3.2.1) Water meter Domestic water booster pumps/domestic hot water circulator pumps Domestic water heaters Main piping lines/valves and fittings within main piping lines Secondary components(5.3.2.2) Lateral piping line/valves and fittings within lateral piping lines Plumbing fixtures ComponentsWastewater equipment type (Subsection) Primary components(5.3.3) Sanitary lift pumps Sanitary sewer lateral connection/drainage waste and vent (DWV) pi ping/backwater valves Secondary components(5.3.3) Fixtures,grease trap Fire suppression and Pool and Spa equipment Components type (Subsection) I Primary components-Fire Suppression (5.3.4) Service riser(shut off valves,backflow prevention valves,check valves,test points and gauges) Fire pump and jockey pump Secondary components-Pools and Spas(5.3.5) Pumps and associated equipment Figure 5-16 shows a simplified view of plumbing and piping system components in a non-residential building. The figure shows two water services, one for fire suppression and the other for domestic (potable) water,as well as a sanitary sewer service lateral. Both water services originate from a common service line.The figure shows a domestic water heater and various plumbing fixtures for a low-rise building in which domestic water booster pumps are not needed to provide adequate supply pressures on upper floors.The figure also shows a DWV system discharging into a gravity sanitary sewer line below the building.Buildings that discharge sewage to forced mains or sanitary sewer lines elevated higher than the building require a sewer lift pump. I 5-28 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS S ClY.a i Component—Sprinkler System Type Q Sprinkler service line Primary Q Sprinkler valves and controls Primary Q Sprinkler riser Primary Q Sprinkler lateral piping Secondary Q Sprinkler head piping Secondary Component—DMV Type Q Building sewer line Primary Q Drain/WasteNent piping riser Primary Q Drain/WasteNent piping serving Secondary individual fixtures Component—Domestic Water Type Q Domestic water service line Primary Water service valve Primary f� Water heater Primary Hot and cold water piping mains Primary ® Hot and cold water piping serving Secondary individual fixtures Figure 5-16.Simplified plumbing systems in a non-residential building. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-29 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5.3.1 Flood Risks to Plumbing Systems Floods can damage several components of a plumbing system including water heaters,booster pumps,lift pumps and some valves components and fittings.Unlike HVAC and electrical systems,some plumbing and piping system components are inherently flood-damage resistant such as non-metallic piping, corrosion-resistant hangers, sup- ports and fittings, and uninsulated wet service piping. One risk unique to potable water systems is contamination from floodwater when systems lose pressure.Because many portions of a municipal water system are not watertight, groundwater can infiltrate the system outside of the building when system pressure is lost.When municipal water systems become depressurized, "boil-water" orders are often issued.Conversely,plumbing systems within buildings are sealed and infiltration is less likely even if there is a loss in system pressure.Infiltration can occur,however, at openings or penetrations in the system,in- cluding plumbing fixtures, anti-syphon valves, and pressure relief valves. Exposed portions of plumbing systems can be damaged by velocity flow, wave action, and debris impact associ- ated with moving floodwater.Physical damage can occur where buried water and wastewater lines are exposed by erosion and scour and subjected to hydrodynamic forces.This risk is highest in coastal areas, but can also occur near floodways or wherever moving floodwater exists. 5.3.2 Mitigation for Potable Water Systems Elevation, relocation, and component protection are all mitigation alternatives compliant with NFIP regulations that are permitted for use in buildings in the SFHA: ■ Elevation:Elevation raises system components in place to reduce their exposure to floodwater.It is often the only practical option for plumbing systems in existing buildings. ■ Relocation: Relocation mitigates vulnerable system components by moving them to a higher level or higher floors. Relocation is often the mitigation option that results in the lowest residual risk, but may require the displacement of other building equipment or functions in the building to create room for the relocated equipment. ■ Component protection: Component protection involves the placement of equipment and components that are below the flood protection level in a substantially impermeable enclosure or vault designed and installed to protect against infiltration. 5.3.2.1 Mitigation for Primary Components Water Meters:Water meter placement is determined by the service provider.Water meters are generally located below grade to prevent freeze damage and to allow access for service and meter monitoring.If possible,the meter should be located above the flood protection level to minimize service interruption.If the meter must be located below this level, below grade meters and associated fittings should be flood resistant. Meters placed above grade should be flood resistant and protected from flood forces and impact from flood-borne debris. Steel bollards are occasionally used to help reduce potential damage from.flood-borne debris impact. Elevated water meters mounted on the building should be located on a vertical structural member on the down- stream side in riverine areas, or on the landward side in coastal areas, as shown in Figure 5-17. In coastal areas, meters and associated piping should not be mounted on breakaway walls. 5-30 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 Lowest horizontal structural lowest horizontal structural 1 member of elevated building member of elevated building it Install service connections(e.g., electric lines and meters,telephone Flood junction boxes,cable junction protection boxes)above flood protection level, Install electrical level on landward side of interior piles or components on other vertical support members landward side of interior piles or other vertical support members Secure risers with corrosion-resistant straps or anchor <: > (2 feet on center, Pile Pile maximum) Lanc ward/ Landward/—o down tream downstream a i I 1 1 1 Figure 5-17.Placement recommendation for water meters exposed to moving floodwater. Booster pumps: Booster pumps increase system pressure and overcome head loss in high-rise buildings. Unless they are suitable for submerged applications, they should be elevated above the required flood elevation along with their electrical supply and controls.When elevation is not possible,dry floodproofing may be used to protect components,but the inherent risks of dry floodproofing measures should be considered. Water heaters:Vulnerable electric and gas-fired water heaters should be elevated above the flood protection level or located in a dry floodproofed area.Water heaters that create hot water from steam or hot water heat exchangers are somewhat flood-resistant, but can still be damaged by flooding if their controls are submerged.Additionally, unless flood-resistant insulation is used on those units,damage can result if the units are not elevated or protected. Main piping lines:The portions of a building's water piping system that are considered primary components are those through which all water must flow to reach any portion of the building. Main sections include all portions between the point where the water line enters the building and the first lateral tap off of the main line.The piping, including elbows and tees, can be exposed to floodwater without creating significant flood risk, but may still be damaged by moving floodwater,which can limit where components are installed in coastal areas and near flood- ways. Other components that can be damaged by floodwater include threaded fittings, valve stems, and flanged couplings manufactured with materials that can corrode.While these components can meet the I-Code criteria for PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-31 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS preventing floodwater entry and accumulation,and may be installed in a way that resists flood forces,they should still be elevated above the required flood elevation to avoid damage from corrosion. Floodwater can flow through gaps in the penetrations where water service piping enters the building. The risks of floodwater entering around piping can be great in buildings with basements below grade on all sides where the water service pipe penetration is the lowest point of entry. In an elevated building—for example for buildings sited in a Zone V or a Coastal A Zone—the vertical section of water service piping between the elevated building and the buried water line lateral can be exposed to moving floodwaters,flood-borne debris,hydrodynamic forces and forces from breaking waves.Those vulnerable sections of piping can be protected by the following methods: 1. The water service pipe can be protected from flood damage by attaching it to the landward or downstream side of a vertical supporting structure (pillar,pile,or column) using straps. The vertical supporting struc- ture provides support and protection from the direct impact of debris, wave action, and velocity flow. In coastal zones where salt water and salty air can accelerate corrosion,straps attaching the pipe to the verti- cal supporting structure should be stainless steel or hot-dip galvanized to resist corrosion. 2. The service connection pipes can be enclosed inside a utility chase extending from ground level to a point above the desired elevation,or to the bottom of the lowest floor. The chase should be designed to resist all flood forces specified by ASCE 7 and should not impede the failure of walls intended to breakaway when exposed to flood loads.Any utility chase should be designed to allow access for inspection and repairs. 5.3.2.2 Mitigation for Secondary Components Most plumbing fixtures are considered secondary components because they are not required to operate for the entire plumbing system to function. The portions of domestic water piping tapped from main lines are also considered secondary components. Wherever possible, secondary components should be installed above the flood protection level to avoid corrosive floodwater and reduce potential for contamination if system pressure is lost. Many secondary components can meet the I-Code requirement for preventing floodwater entry and accumulation when designed to resist flood forces. 5.3.3 Mitigation for Drain, Waste and Vent (DWV) Systems This section will discuss the concepts involved in preventing sewage backup and flood damage to municipal and onsite sewage management systems so that buildings can be reoccupied as quickly as possible after floodwater has receded. For most buildings, the location and routing of DWV piping is dictated by the location of plumbing fixtures and the sanitary sewer lateral, as well as the requirement that DWV piping be sloped to drain. As a result, there is less.flexibility in placing DWV piping and components than in the placement of other MEP system components. Elevating all DWV piping and components above the required flood elevation is generally not feasible (mostly be- cause of the location of the sanitary sewer lateral), but some flexibility for routing and placement to reduce flood risk is typically possible. Since many DWV system components are inherently flood damage-resistant, their loca- tion does not significantly impact the overall building flood risk. In areas prone to inundation flooding, the greatest risk associated with DWV piping is that the piping can act as a conduit for floodwater flow into a building.Floodwater can flow through gaps in the DWV piping penetrations 5-32 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 or through the DWV piping itself.The risk of floodwater entering around piping can be high for buildings with basements in which the DWV piping penetration is often the lowest point of entry.The risk of floodwater enter- ing through DWV can be significant when DWV piping discharges into sewer lines that can be surcharged with floodwater during a flood. In areas where DWV piping may be exposed to moving floodwater, the piping can be physically damaged by hy- drodynamic forces and flood-borne debris impact, and undermined by erosion and scour that exposes buried pipe sections. The sewer service lateral connection pipe collects and discharges building wastewater to the public sewer system. The depth of a sanitary sewer lateral is typically dictated by the relative depth of the main sewer line.In areas with erodible soils,piping should be buried below the expected erosion and scour depth whenever possible. Sanitary lift pumps are needed when municipal sanitary sewer lines are at a higher elevation than the building's sanitary sewer piping. Lift pumps are normally placed in sumps with limited storage capacity and are generally designed for submerged operation. However, the pump controls and power supply can be damaged if not placed in enclosures suitable for submerged installation.Control panels for pumps should be placed above the flood pro- tection level.Wiring and components exposed to flooding should be installed in a junction box or similar casing which serves to enclose the components to protect them for a submerged application. In elevated buildings like those sited in V Zones or Coastal A Zones, the vertical section of DWV piping between the elevated building and the buried sanitary lateral can be exposed to hydrodynamic forces, flood-borne debris, and breaking waves forces. Those vulnerable sections of piping can be protected using the following methods: 1. The sewage collection pipe can be protected from flood damage by attaching it to the landward or downstream side of a vertical support structure (wall, pillar, pile or NOTE column) using straps. The vertical support structure provides protection from the direct impact of velocity ASCE 24,Sec.7.3 Sanitary flow, debris, and wave action. In coastal zones, straps Plumbing Systems attaching the pipe to the vertical supporting structure . Openings below the required should be stainless steel or hot-dip galvanized to resist elevation should be protected with corrosion from salt spray. automatic backwater valves or 2. The service connection pipe can be enclosed inside a backflow devices utility chase extending from ground level to a point Redundant backflow devices above the flood protection level, or the bottom of the requiring human intervention are lowest floor.The chase should be designed to resist all permitted flood forces specified by ASCE 7, should not impede the failure of breakaway walls, and should allow access for Sanitary system vent openings inspection and repairs. should be elevated The 1-Codes contain criteria on the Backflow Valves:Installing backflow valves in DWV pipes in the installation of backwater valves that sanitary sewer lateral can help prevent wastewater backup into a may control where they can be used. building when the sanitary sewer system is surcharged. Check with the local water authority There are various types of backflow valves, including check for potential restrictions on the use of valves, gate valves, and other valves. backflow valves. I PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-33 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems cJ MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS Check Valves: Check valves allow for one-direction flow; flow from the opposite direction automatically shuts the valve. Installing a check valve in the sewer service connection pipe ensures that sewage can flow out of the collection system into the public sewer or on-site treatment system during non-flood conditions, but cannot flow back into the building during flood events. One disadvantage of check valves is that they can be susceptible to debris and blockage. Some manufacturers add a shear gate mechanism that can be manually operated to close the drain line when backflow conditions are anticipated, but remains open during normal use.When manually- operated backflow valves are used, the time necessary to close the valves should be factored into the emergency operations plan. Gate Valves: Gate valves allow flow in both directions when open, but prevent flow in either direction when closed. Gate valves can be.closed manually or electronically, but are less susceptible to debris and blockage than check valves.For the best protection against sewage backup,a combination of a check valve and a gate valve should be installed (see Figure 5-18).With a combination of these two types of valves in use, backed-up sewage would shut the check valve automatically.Then, closing the gate valve either manually or electrically would seal the pipe. Other Valves: In older buildings, floor drains may discharge to piping that connects to sanitary sewer lines, al- lowing a surcharged sanitary main to backflow contaminated water into a basement through the drains.Ball float check valves, which sense the presence of water and"float" to cut off water flow, can be installed on the bottom of outlet floor drains to prevent backflow of floodwater through the drain. Figure 5-19 shows one style of ball float valve.The valve can also reduce flood risk when floor drains are connected to foundation drains and storm drains that can become surcharged under flood conditions. Figure 5-18.Combination check valve and gate valve. Handwheel operator Optional - - - - - - Optional i manhole i I i i Check valve i Ndrmal flow i di+ction I Shear gate Critical part rty tir 5-34 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 Floor Drain with Backflow Valve Figure 5-19.Floor drain with ball float Grate check valve. Drain Direction SUMP' of flow ac float ball" '' valve outlet'size 5.3.4 Mitigation for Fire Suppression Systems Fire suppression systems consist of fire protection service piping; service valves; backflow valves; main sprinkler risers; lateral piping; sprinkler heads; flow, pressure and tamper switches; standpipes; and fire pumps and fire pump controls. Many fire suppression components have some inherent resistance to flood damage because the piping is water- tight (wet systems) or airtight (dry systems) and is installed along the ceilings of buildings (see Figure 5-20). However,floodwater can enter a building wherever fire suppression piping does,particularly when piping enters a subgrade basement.Therefore, fire suppression components should still be elevated when possible to prevent floodwater from coming in contact with fire suppression piping and reduce the risk of corrosion by floodwater. When piping must be installed in flood-prone areas, steps should be taken to facilitate the removal of floodwa- ter and its corrosive contaminants. Fire suppression piping exposed to moving floodwater should be installed to prevent damage from flood effects.The steps described in Section 5.3.2 for domestic water piping and the steps discussed in Section 5.3.3 for DWV piping are appropriate for fire suppression piping. Some components of fire suppression systems such as fire pumps and controls are inherently vulnerable to flood damage.Where possible, components of fire suppression systems vulnerable to flood damage should be elevated above the flood protection level or protected by dry floodproofing. Figure 5-20.Fire protection piping and sprinkler heads installed along the building ceiling. PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-35 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems 5 MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5.3.5 Mitigation for Pools and Spas The material presented in this section focuses on protecting the equipment needed to operate pools and spas not on the actual operation of pools and spas.Several codes and standards govern the construction of pools and spas and many of them contain additional criteria for pools and spas placed in Special Flood Hazard Areas.Codes,standards and guides that relate to pools and spas include:The International Code Council's 2015 Swimming Pool and Spa Code (ISWPC),ASCE 24 Flood Resistant Design and Construction,FEMA P-55 Coastal Construction Manual,and FEMA P-499 Section 8.2 Decks, Pools and Accessory Structures. The I-Code's flood provisions include relevant excerpts from the ISWPC: ■ [BS] 304.4 Protection of equipment. Equipment shall be elevated to or above the design flood elevation or be anchored to prevent floatation and protected to prevent water from entering or accumulating within components during conditions of flooding. ■ 3 04.5 GFCI protection. Electrical equipment installed below the design flood elevation shall be supplied by branch circuits that have ground-fault circuit interrupter protection for personnel. Chapter 9.6 of ASCE 24-14 specifies that: ■ In-ground and above-ground pools shall be designed to withstand all flood-related loads and load combinations. Mechanical equipment for pools such as pumps, heating systems and filtering systems, and their associated electrical systems shall comply with Chapter 7. ■ Pools and spas require equipment that maintains water quality and, in heated pools and spas, water temperatures.Pool and spa equipment includes pumps that circulate water,filters that remove particulate materials, and equipment that eliminates coliform bacteria and prevents waterborne pathogens. The equipment also includes piping that connects pumps and filters to pools or spas;water supply piping for filling pools and spas;piping for drainage, discharge and backwashing;and electrical supplies for pumps and sanitation equipment. Mitigation recommendations for pool and spa equipment are similar to those for other MEP systems (Sections 5.1, 5.2 and 5.3). Equipment should be elevated above the regulatory flood elevation where possible or should be flood-resistant to prevent water entry and accumulation when placed below the regulatory flood elevation. Equipment elevation may be limited by normal operation requirements. For example, circulator pumps typically need a net positive suction head (i.e., a minimum amount of pressure at the pump inlet) to prevent cavitation and facilitate priming.Elevation of in-ground pool and spa pumps may experience problems with pump function and proper operation. In those cases, the equipment should be elevated as high as possible.When the pump and filtration system is replaced,provisions for pump elevation should be included in the new system design.In some mixed-use apartments or non-residential buildings,pools and spas are located on the lowest level of the building, sometimes far below the flood protection level.In this case, dry floodproofing should be used to protect the filter and pump equipment;this is often accomplished by placing the equipment in a substantially impermeable vault. 5-36 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems i MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS 5 5.4 Fuel Systems and Tanks Non-residential and large residential buildings are often served by fuel systems that supply HVAC components like furnaces and boilers and plumbing system components like water heaters.Flammable gas supplies like liquid pro- pane (LP) and natural gas (NG) can also supply appliances such as ranges, ovens and clothes dryers.Fuel systems can also supply standby generators. Fuel systems can be considered as consisting primary components and secondary components.Unlike other MEP systems that may have several secondary components, fuel systems contain relatively few secondary components because nearly all components are needed to supply fuel-burning devices. Table 5-5 lists the components of fuel systems typically found in non-residential buildings.Components of build- ings with an on-site fuel system and a natural gas (NG) system are shown in Figure 5-21. Note that, unlike other systems discussed previously,all fuel system components are considered primary components.In buildings served by liquid propane (LP),the NG meter and service lateral would be replaced with an LP regulator and above ground or underground propane tank. Table 5-5.Typical elements of non-residential fuel systems. ComponentsFuel equipment type(Subsection) Primary components-Fuel system components(5.4.2) Above ground storage tanks(fuel oil or propane) Underground storage tanks(fuel oil or propane) LP regulator NG meter and pressure regulator Fuel oil and gas piping,critical valves,unions and fittings I PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE 5-37 Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems I i rJ MITIGATION MEASURES FOR NON-RESIDENTIAL BUILDINGS lei � r Component—Liquid Fuel Systems Type \� 0 Fuel storage tanks Primary Q Vent lines Primary Q Fill lines Primary 0 Fuel pumps,filters and conditioners Primary © Fuel supply and return lines required for Primary system operation Component—Flammable Gas Systems Type 0 NG service valve Primary 0 NG meter/regulator Primary NG service piping Primary 0 Flammable gas lines serving individual Secondary equipment Figure 5-21.Typical elements of a non-residential building supplied with liquid fuel or flammable gas. 5-38 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Flood Resistant Building Utility Systems zt derson 761 Bs7-{o00 Fax 781-857-1054 Insulation, Inc. www.andersoninsUl.com 706 Brockton Ave t PO Box 2-003 Abington, MA 02351 Insulation Certificate WORK AREA ITEM INSTALLED -Basement Blockers&Runners DC 315 Sprayed on Thermal Barrier for Foam 1• I • � Underside of Roof R-38 Icynene posed Cell Spray Foam Insulation Pro Seal S.Sin .Gable End Walls R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin ' EXT.Walls 2x6 R-20 Icynene Open Cell Spray Foam Insulation LDC 70(Sin • Overhang R-30 Icynene Open Cell Spray Foam Insulation LDC 70-7.51n Slope Behind Kneewall R-38 Icynene Closed Cell Spray Foam Insulation Pro Seal 5.5in Underside of Roof R-38 Icynene Closed Cell Spray Foam Insulation Pro Seal 5.5in Gable End Wall R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin a Underside of Roof R-38 Icynene Closed Cell Spray Foam Insulation Pro Seal 5.5in Gable End Wall R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Underside of Roof DC 315 Sprayed on Thermal Barrier 20 Mils Wet 'Gable End Wails DC 315 Sprayed on Thermal Barrier 20 Mils Wet Underside of Roof DC 315 Sprayed on Thermal Barrier 20 Mils Wet iUnderside of Roof DC 315 Sprayed on Thermal Barrier 20 Mils Wet Gable End Wall DC 315 Sprayed on Thermal Barrier 20 Mils Wet Basement Ceiling R-3010 X 16 Kraft Faced Fiberglass Batts Basement Ceiling 171n Wire Supports Ga?ge Ceiling R-30 Icynene Open Cell Spray Foam Insulation LDC 70-7.51n Mi.Walls US R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin "Overhang R-30 Icynene Open Cell Spray Foam Insulation LDC 70-7.5in I • Slope Behind Kneewall R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.5in Underside of Roof DC 315 Sprayed on Thermal Barrier 20 Mils Wet Crawl Ceiling R-30 Icynene Open Cell Spray Foam Insulation LDC 70-7.5in 1 Basement Mockers&Runners R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Garage Ceiling R-30 Icynene Open Cell Spray Foam Insulation LDC 70-7.Sin 3 Unde rside of Roof R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.5in i Crawl Ceiling DC.315 Sprayed on Thermal Barrier 20 Mils Wet i , Customer: Kenneth Vona Construction,Inc. JoJNumber: 221829 Job Address r265 Seapuit Road-Osterville x , Date Completed Installer Signature i l i t o. Anderson 781-857-1000 Fax 781-857-1054 Insulation, Inc. k www.andersoninsul.com i 706 Brockton Ave PO Box 2003 Abington, MA 02351 rP N insulation Certificate WORK AREA ITEM INSTALLED • - + Underside of Roof R-38 Icynene Closed Cell Spray Foam Insulation Pro Seal 5.5in 6 y EXT.Walls 2x6 R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin• e Windows and Doors Foamed EZ Flo Min Expansion Foam Interior Partitions R 11 3 1/2 X 15 Unfaoed Fiberglass Batts First Floor Ceilingi R-19 6 X 15 Unfaced Fiberglass Batts Second Floor Ceiling R-19 6 X 15 Unfaced Fiberglass Batts 0 Interior Partitions R-19 6 X 15 Unfaced Fiberglass Batts Interior Partitions R-8.2-2X16 Sound/Fire Batts-Mineral Wool t C Slope Behind Kneewall DC 315 Sprayed on Thermal Barrier 20 Mils Wet Gable End Walls I DC 315 Sprayed on Thermal Barrier 20 Mils Wet Windows and Doors Foamed EZ Flo Min Expansion Foam i Exterior Walls { R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Underside of Roof R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.5in Interior Partitions R-13 3 1/2 X 15 Unlaced Fiberglass Batts Underside of Roof DC 315 Sprayed on Thermal Barrier 20 Mils Wet Exterior Walls ' DC 315 Sprayed on Thermal Barrier 20 Mils Wet First Floor Ceiling R-38 Icynene Closed Cell Spray Foam Insulation Pro Seal 5.Sln EXT.Walls 2x6 R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin i Windows and Doors Foamed EZ Flo Min Expansion Foam Underside of Roof R-38 Icynene Closed Cell Spray Foam Insulation Pro Seal S.Sin Interior Partitions R-13 3 1/2 X 15 Unfaced Fiberglass Batts ` I First Floor Ceiling R-19 6 X 15 Unfaced Fiberglass Batts b - I Basement Stairway Walls R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD r Basement Stalrway Walls lin Foil Faced Polyisocyanurate Foam Sheathing R6.5 Understairs R-30 91/2 X 12 Kraft Faced Fiberglass Batts Second Floor Ceiling R-19 6 X 15 Unfaced Fiberglass Batts Interior Partitions R-8.2-2X16 Sound/Fire Batts-Mineral Wool Underside of Roof R-38 Icynene Closed Cell Spray Foam Insulation Pro Seal 5.51n EXT.Walls 2x6 R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin i Basement Blockers&Runners R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin t Windows and Doors Foamed EZ Flo Min Expansion Foam �1 First Floor Ceiling] R-19 6 X 15 Unfaced Fiberglass Batts Interior Partitions R-13 3 1/2 X 15 Unlaced Fiberglass Batts Interior Partitions' R-8.2-2X16 Sound/Fire Batts-Mineral Wool Second Floor Ceiling R-19 6 X 15 Unfaced Fiberglass Batts e , Anderson 781-857-1000 Fax 781-857-1054 Insulation, Inc. www.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Certificate WORK AREA ITEM INSTALLED Underside of Roof R-381cynene Closed Cell Spray Foam Insulation Pro Seal 5.5in EXT.Walls 2x6 R-201cynene Open CeII Spray Foam Insulation LDC 70-Sin Windows and Doors Foamed EZ Flo Min Expansion Foam Interior Partitions R-11 3 1/2 X 15 Unfaced Fiberglass Batts First Floor Ceiling R-19 6 X`15 Unfaced Fiberglass.Batts .Second Floor Ceiling R-19 6 X 15 Unfaced Fiberglass Batts Interior Partitions 1149 6115 Unfaced Fiberglass Batts Interior Partitions R-8.2-2X16 Sourid/Fire Batts-Mineral Wool Slope Behind Kneewall DC 315 Sprayed on Thermal Barrier 20 Mils Wet Gable End Walls OC 315 Sprayed on Thermal Barrier 20 Mils Wet Customer: Kenneth Vona Construction,Inc. , Job Number: 221829 Job Address 265 Seapuit Road-Oaterville(Off Plans) Date completed nstaller5ignature International Fireproof Technology Inc. a0 ....--- �d 17528 Von Karman Ave. Irvine., CA 92614 September 21,2.010 I To whom it may concern, This letter is to verify that Anderson insulation is a qualified and certified applicator of our product DC 315 over polyurethane spray foam.Anderson has received the appropriate training necessary to apply and coat both thermal and ignition barrier according to the specs of the paint. If you have any questions please feel free to contact me. Thank you, Richard Guarnieri Vice President of Technology and Operations Phone:949-975-8S88 Direct:949-306-4253 Fax: 949-724-8898 Web Site www.PaintLoprotect.com Email Richard@painttopr•otect.com I EpROOF; International Fireproof Technology Inc. Paint To Protect- International x 2 - 0 Leading Edge Technology for Unsurpassed Fire Protection 949:975.8588 DC315: Certified Thermal Barrier over (SPF) Polyurethane Foam. DC315 is approved at the highest spread rate on the market. DC315 is Warnock Hersey Listed. DC315 is a Green Product VOC is Less then . ` 50 g/I. What is truly amazing about DC315, it applies as easy as regular latex paint and being a water base it cleans up a snap. Easily satisfying IBC ` • code.compliance for "Thermal Barrier" and "Ignition Barrier". DC315 • was tested and meets and qualify as a low emitting material in the •• • Collaborative for High Performance Schools rating system Using DC315 will satisfy IBC code compliance for "15 Minute Thermal Barriers" and "Ignition Barriers" on your next foam job means: • Large single coat spread rate • UL-1715 Thermal Barrier o (88.88 sq. ft./gal @ 18 mils wet and 12 mils dry)coverage rate of 1.136 gallons(4.3 L) per 100 square feet(9.3 m2) • NFPA 286 (AC377)Attic Crawl Space Ignition Barrier o (130 sq. ft:/gal @ 12 mils wet 8 mils dry)coverage rate of.77 gallons(2.9 L) per 100 square feet(9.3 mZ) • Reduced labor cost, reduced material cost and higher,profits • Fast turnaround time • No formaldehyde • Easily applied with a sprayer, brush or roller • No complicated mixing-just stir the paint before application • No waste • Fast and easy clean up of our water base latex paint,tools &equipment • Will.not gum up or block spray equipment • Passed strict EPA—VOC and AMQD tests. • Non Toxic, Low Vapors, Low VOC less the 50 making DC315 a Green Product. • Two year shelf life • Certified Code Compliant Coating Recommended Uses: This product is designed for use on interior polyurethane foam surfaces PRECAUTIONS:Adequate ventilation must be provided during and after application until the coating has dried.Avoid breathing vapors or spray mist.Close container after use. Read MSDS before opening containers. SURFACE PREPARATION:Can be applied directly to fully cured polyurethane foam surfaces.All surface preparation should be carried out in accordance with good painting practices. Remove all loose, peeling or powdery existing paint from the surface.All dirt,grease,oil,wax,and other foreign matter MUST be removed with a detergent,rinse surface thoroughly with clear water, and allow drying. I Application Equipment: DC315 can be applied by brush, roller or airless sprayer. Brushing: Use top quality polyester/nylon blend brushes such as those supplied by Purdy,Wooster,or equivalent. Rolling: 3/8" polyester blend nap roller covers generally-work well. . Spraying: Pump: (Graco)for best results use Graco 795 airless sprayer,with a minimum 2000 PSi •Tip: 526-529 or equivalent. • Filter:60 mesh • Hose: Use minimum size of 3/8"airless spray line,for the first 50'from pump. Airless Spray: • Fluid Pressure: .........................2000.PSI or higher • Strainer: ..................................60 Mesh •Fluid Hose: ..............................3/8 diameter with a'/<< whip •Tip: ..........................................021-.029 Conventional Spray •Air Supply................................. 12 CFM, 50 psi at nozzle, • Fluid.......................................... 15-20 psi' • Gun. ......................................Graco 217-800 to 217-816 •Type...........................................External Mix • Reduction .................................Up to 7% APPLICATION:Stir thoroughly and apply WFT per test. Do not apply in temperatures below 502F(102C). CHARACTERISTICS: Finish ....................:.............::.:...............Flat Color............................:..........................Off-White Spreading Rate ..................:...........:.....For 15 minute Thermal Barrier coverage rate of 1.136 gallons per 100 square feet. Spreading Rate....................................For AC377 Attic Crawl Space coverage rate of.77 gallons per 100 square feet. I V.O.0. .......................... ................ (47 g/1) Volume Solids......................................65% Drying Time @ 170F&50%RH:,.....:To touch 1-2 hours to recoat 2 to 4 hours Typeof Cure ........................................Coalescence Flash Point...........................:..........:....None Reducer/Cleaner......................:.........Water Shelf Life ..............:..............::................2 years(unopened). Packaging..........:..................:..............1&5 gal. Containers Shipping weight......................:....:...:.1 gal-18 Ibs 5 gals-58 Ibs Application..........:...............................Brush,roller,conventional and airless spray. r Der)-�qn, b-I �P�►��l�c�b�1 l� ��-s� cad �� e ��- -�,- ��-/�y PROJECT NAME: ,, Pti��o l I9��/;i 1fr��SC — &47X1o,4 ADDRESS: f G PERMIT# " PERMIT DATE: M/P: 9s o ay LARGE PLANS ARE FILED IN: BANKERS BOX j nS4 FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archiveBANKERS B OX d d d" CONTINUOUS GEARED ALUMINUM HINGE 2 J • _J to 11 Y6 M PADLOCK w z HASP a O H SECTION F-F DETAIL G DETAIL NOTES: H -DUE TO GASKETING NECESSARY FOR FLOOD REQUIREMENTS,MANUAL DOOR N CLOSERS MAY NOT PROVIDE SUFFICIENT FORCE TO AUTOMATICALLY CLOSE AND N LATCH DOOR 1 1 -BUILDERS HARDWARE NOT RATED TO BE WATERTIGHT WHEN LOCATED BELOW PROJECTED WATER HEIGHT AND WILL CONTRIBUTE TO INCREASED LEAKAGE POTENTIAL z -SILL GASKET AND RETAINER REQUIRES FIELD ADJUSTMENT W I ® ° ALL HARDWARE WILL REQUIRE FIELD ADJUSTMENT 0 ® ® Rejected. Resubmit. No Exception Taken 01 ° Reviewed Only. e X Accepted as Noted No Action Needed d Resubmission not A? 11 . I Resubmit as Noted aired d C I C ° This document has been reviewed for design Intent only. ❑ r r ro Review does not cover dimensions,quant es,accuracy, ran ft and adequacy of details h Is solely the ° responsibility of the contractor. wDceviations from the JI contract documents are not reviewed unless specifically w O requested by the contractor. C7 m O PADLOCK Q HASP oUJ a I N Z ° O W cfl Q Catalano Architects Inc. a ° Checked By- GA Date: 11-30-16 0 N j O CATALAN O: NOTE: PS WATERTIGHT DOOR SHOP DRAWINGS ARE APPROVED WITH THE 9 I ' UNDERSTANDING THAT,AS THE AS-BUILT CONCRETE OPENING FOR THE a I N I ( DOOR DOES NOT MATCH THE DIMENSIONS SHOWN ON THE FOUNDATION o PLAN. CATALANO ARCHITECTS IS NOT RESPONSIBLE FOR CONFIRMING REQUIRED CLEARANCES FOR PLACEMENT AND REMOVAL OF EQUIPMENT o WET SIDE ELEVATION -OPEN DETAIL H INTO AND OUT OF THE WATERPROOF VAULT. a w J m r N U REV. REVISIONS DATE REVISED BY FINISH: DOOR/OPENING NAME: SN:06594601 SALES ORDER#:4065946 QTY: 1 mom PS DOORS OPrime Coat-(x1)Coat Sherwin Williams Kern �� Flash Primer SHIP TO:KENNETH VONA CONSTRUCTION INC DWG STATUS: PROPRIETARY AND CONFIDENTIAL DRAWINGS DATE:11/23/2016 a Top Coat-(x2)Coat Sherwin Williams Industrial APPROVAL DRAWING ARE EXCLUSIVE PROPERTY OF PRODUCTION rn Enamel SOLD TO:KENNETH VONA CONSTRUCTION INC SCALE: NTS 1150 481h St.S O Top Coat Color- -SW# SUBMITTAL 1 SPECIALTIES CORPORATION,dDa PS DOORS GRAND FORKS,NO 58201 OPH.701-746-4519 ❑ PROJECT NAME:SAMBA RESIDENCE ESTIMATED PART/ASSY WEIGHT:402 LBS. AND CANNOT 6E USED IN WHOLE OR PART DWG BY: ditzinger FAX 701-746-8340 WITHOUT WRITTEN CONSENT 0 2016 PS a CUST PO#:SAMRA DWG#:GEN-06594601 DOORS ALL RIGHTS RESERVED CHECKED: ES/11/21£ET#:3 OF 3 C NOTES INSTALLATION TOLERANCES ITEM STORAGE-HANDLING 1.PRIOR TO INSTALLATION: NO PART NO. DESIGNED FOR FULL HEIGHT DESCRIPTION QTY DOOR DES �DO NOT STORE FLOOD BARRIERS IN A MANNER THAT WILL -THE AREA ON FLOOR ON WHICH THE FRAME (COMPRESS GASKETS OR THAT WILL CAUSE DAMAGE TO GASKETS. WATER PROTECTION. 144"W.P.H IS TO BE INSTALLED,AND WITHIN THE PATH 1 FIRM ASM-06594601 PD;FRAME ASSY T10-MS 1 INSTALLATION SEE PRESSURE CHART OF DOOR SWING,SHALL BE CHECKED FOR REFER TO ALL MANUFACTURERS'INSTALLATION NOTES AND DRAWINGS. FLATNESS AND LEVELNESS. PERMISSIBLE 2 SILL ASM-06594601 PD;RAISED SILL SINGLE-ALUM 1 INSTALL PLUMB,SQUARE,AND LEVEL INSURING CONTINUOUS AND EVEN TOLERANCE IS+/- 1/16'(1.5mm). GASKET CONTACT. DO NOT DRILL OR PENETRATE ANY SURFACES OF •THE ANCHORING LOCATIONS OF THE WALL 3 DOOR-06594601 BPFD;DOOR PANEL ASSY-MS 1 (BARRIERS WITHOUT CONSULTING MANUFACTURER. USE ONLY FASTENERS SHALL BE CONFIRMED TO BE SUFFICIENT TO PROVIDED BY THE MANUFACTURER(UNLESS OTHERWISE NOTED HOLD THE FULL CAPACITY OF THE ANCHOR 4 512055 ANCHOR;SCREW KH-EZ 5/8"X5-1/2" 20 FIELD GROUT AS INDICATED ON DRAWINGS(MATERIAL AND PLACEMENT DESIGNS FURNISHED (CONCRETE MASONRY NOT BY PS DOORS). GROUT TO BE NON-METALLIC,NON-SHRINK TYPE, UNIT(CMU) MUST BE GROUT FILLED AND/OR 5 501272 PLUG HOLE 1-3/8"DIA 20 CAPABLE OF DEVELOPING 3000 PSI COMPRESSIVE STRENGTH AS PLACED. REINFORCED PER STRUCTURAL ENGINEERS MAINTENANCE-INSPECTION DESIGN). 6 508132 ANCHOR;FLHPHSLV 1/4"X 2",ZN 4 PERIODIC INSPECTION AND MAINTENANCE OF FLOOD BARRIER INSTALLATIONS •2.DURING INSTALLATION OF THE DOOR INCLUDING SEALANTS,GASKETS,ANCHORS,AND OPERATING HARDWARE IS FRAME,THE SQUARENESS,ALIGNMENT, 7 501470 SCREW;FLPH MACH 1/4"20X1 1/4ZN 2 THE RESPONSIBILITY OF THE OWNER. TWIST,AND PLUMB OF THE FRAME,MUST PERFORMANCE HAVE A TOELRANCE+/- 1/16"(1.5mm). 8 509965-06594601 PD;JMB GSKT--323.5" 1 ALWAYS ALLOW FOR CONTROL OF ANY LEAKAGE AND CONDENSATION THAT •3.HARDWARE SHALL BE APPLIED AND WILL OCCUR DURING HIGH WATER SITUATIONS. IN APPLICATIONS WHERE THE O ADJUSTED IN ACCORDANCE WITH THE 9 506713 HINGE;CONTIN000SGEARED,AL X83" 1 FLOOD BARRIER GASKETS CONTACT THE EXISTING BUILDING STRUCTURE, HARDWARE MANUFACTURER'S TEMPLATES 10 508168 SCREW;FLPHMSUCI2-24X1/2 ZN 14 FLOORS,ETC.ALL SURFACES MUST BE SOUND,FLAT/LEVEL,AND WITHOUT AND INSTRUCTIONS AND TO THE BLEMISH FOR BEST PERFORMANCE. PERFORMANCE REQUIREMENTS OF PS 11 500912 PD;LATCH 2PT WEDGE ASSY 1 DOORS. •4.THESE TOLERANCES PROVIDE A 12 510319 LOCK;FALCON DEADBOLT D141 BD 62 1 FIELD VERIFICATION REASONABLE GUIDELINE FOR PROPER 13 512074 LOCK;DEADBOLT TRIM PLATE SS 1 IS REQUIRED BY OTHERS(NOT PS DOORS) INSTALLATION H THESE SPECIALTY DOORS 1 ALL DIMENSIONS AND INTERFERENCES. AND FRAMES. HOWEVER,IT SHOULD BE 14 500507 SEALANT SWELL PASTE TYPEE 100Z 2 2 JAMB CONDITIONS AND STRUCTURAL CAPACITY OF STRUCTURE. NOTED THAT IT IS NECESSARY TO PERFORM 3 ANCHOR LOCATIONS AND MINIMUM REQUIRED EDGE/END DISTANCES, FIELD INSPECTIONS AND ADJUSTMENTS TO 15 509809 SEALANT;POLYURETHANE,GRAY 2 SPACING,EMBEDMENT DEPTHS,AND INSTALLATION PROCEDURE ENSURE THE CONTINUOUS CONTACT OF THE SPECIFIED IN THE ANCHOR MANUFACTURER'S TECHNICAL GASKET AND FRAME,PROPER HARDWARE 16 506099-40 WS;FOAM BACKER ROD 3/8"-40' 1 INFORMATION MANUAL. ENGAGEMENT FOR THE PERFORMANCE OF 17 503057 NAMEPLATE;ALUM.,SERIAL#(UN 1 THE FLOOD GASKET AND DOORS.THE N CUMULATIVE EFFECT OF THE INSTALLATION 18 509850-06594601 WS;RAINDRIP WX AL-40" 1 N DESIGN CRITERIA TOLERANCES AT OR NEAR THEIR MAXIMUM DESIGN LOADS LEVELS COULD RESULT IN SUFFICIENT 19 501744-06594601 TAPE;3MVHB-40" 1 FLOOD BARRIERS ARE DESIGNED TO CONTROL SHORT TERM HYDROSTATIC MISALIGNMENT TO RESTRICT THE DOOR WATER LOADS(64 PCF)UP TO THE DESIGNED WATER HEIGHT NOTED ON FROM FUNCTIONING PROPERLY AND Rejected. Resubmit. No Exception Taken V; THE DRAWINGS. NO ALLOWANCES HAVE BEEN INCLUDED TO CONTROL WAVE �/ ADDITIONAL FIELD ADJUSTMENTS WILL BE SURGE LOADS OR OTHER IMPACT LOADS UNLESS SPECIFICALLY DETAILED ON / NECESSARY. X/ Reviewed ony. z THE DRAWINGS. ALL ANCHOR DESIGNS ARE BASED ON ATTACHING TO •1/4"NOM.GAP BETWEEN FRAME OUTSIDE /� Accepted as Noted No Action Needed r? STRUCTURE CALLED OUT IN DRAWINGS. PS DOORS IS NOT RESPONSIBLE FOR WATER AND EXISTING STRUCTURE (TOP+SIDES OF Resubmisslon not o FASTENING OF PRODUCT INTO LESS THAN IDEAL FIELD CONDITIONS OR FORCE FRAME) Resubmit as Noted Required MOUNTING TO STRUCTURE OTHER THAN WHAT IS DETAILED ON DRAWINGS. This document has been reviewed for design Intent only. STRUCTURAL REVIEW CATALANO: Review does not cover dimensions,quantities,accuracy, STRUCTURAL REVIEW OF ADJACENT STRUCTURE'S CAPACITY TO WITHSTAND fit and adequacy of details which is solely the H ALL FLOOD BARRIER SERVICE LOADS TRANSFERRED BY BARRIER/ANCHORAGE NOTE: PS WATERTIGHT DOOR SHOP DRAWINGS ARE APPROVED WITH THE responsibility of the contractor. Deviations from the TO STRUCTURE IS BY OTHERS(NOT PS DOORS). FIELD CONCRETE DESIGN AT UNDERSTANDING THAT AS THE AS-BUILT CONCRETE OPENING FOR THE contract documents are not reviewed unless specifically rL ANY EMBEDDED CONNECTION TO WITHSTAND FLOOD BARRIER SERVICE LOADS requested by the corrtractor. In IS BY OTHERS(NOT PS DOORS). DOOR DOES NOT MATCH THE DIMENSIONS SHOWN ON THE FOUNDATION iB v FLOOD BARRIER WAS DESIGNED USING 2:1 FACTOR OF SAFETY BASED ON MATERIAL YIELD STRENGTH AS UOTE PLAN. CATALANO ARCHITECTS IS NOT RESPONSIBLE FOR CONFIRMING MATERIALS REQUIRED CLEARANCES FOR PLACEMENT AND REMOVAL OF EQUIPMENT 0 (MAY INCLUDE BUT NOT LIMITED TO) w ALUMINUM:5052-H32,6005A-T5,6061-T6,6063-T6 INTO AND OUT OF THE WATERPROOF VAULT. MILD STEEL:ASTM A-36,ASTM A-569,ASTM A-527,ASTM A-500,ASTM A-513, Catalano Architects Inc. z ASTM A-1011 CS TYPE B STAINLESS STEEL:SS304(UNLESS OTHERWISE NOTED) PS DOORS SUBMITTAL REVIEW Checked By: GA Date: 11-30-16 UNLESS OTHERWISE NOTED APPROVER IS REQUIRED TO®ONE BOX ONLY AND SIGN FASTENERS:ZINC PLATED ( ) � []APPROVED;PROCEED WITH FABRICATION o GASKETS:EPDM,NEOPRENE,SILICONE,OR NATURAL RUBBER wITH a 0 APPROVED WITH CORRECTIONS;PRocEEoFAawcanoH 12.00'REF. MAX WATER HEIGHT FINISHES REVISE AS NOTED&RESUBMIT cc uu FABRICATED STEEL:CHEMICAL CLEAN 81 RINSE REJECTED PRIMER AND INDUSTRIAL ENAMEL: ° PRIME COAT-(1)COAT OF SHERWIN WILLIAMS KEM FLASH PRIMER o TOP COAT-(2)COATS OF SHERWIN WILLIAMS INDUSTRIAL ENAMEL w POWDERCOAT(STEEL ONLY):POWDURA TGIC � ALUMINUM:MILL FINISH MAX z STAINLESS STEEL:MILL FINISH =, WATER WELDS HEIGHT N EXPOSED,INTERFERING WELDS ARE GROUND,NOT FILLED OR POLISHED o FACTORY WELDS: g ALUMINUM;ELECTRODE ER4043 MILD STEEL;ELECTRODE ER70S-6 6 STAINLESS STEEL;ER308LSi,ER316LSi,ER317L '6', FIELD WELDS:ELECTRODE E70-SERIES(FOR MILD STEEL). ALL WELDING SHALL o.00 REF. 768 PSF HYDROSTATIC PRESSURE AT BASE BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE o AWS OR ASME STANDARDS. PRESSURE CHART-HYDROSTATIC LOADS ONLY 0 (WATER Q 64 PCF) a w 9 J m N �S DOORS REV. REVISIONS DATE REVISED BV FINISH: SN:06594601 SALES ORDER#:4065946 CITY: 1 ■■ � DOOR/OPENING NAME: ■■C W Prime Coat-(x1)Coat Sherwin Williams Kem �� O Flash Primer SHIP TO:KENNETH VONA CONSTRUCTION INC DWG STATUS: PROPRIETARY AND CONFIDENTIAL DRAWINGS DATE:11/23/2016 a. Top Coat-(4)Coat Sherwin Williams Industrial APPROVAL DRAWING ARE EXCLUSIVE PROPERTY OF PRODUCTION 6 Enamel SOLD TO:KENNETH VONA CONSTRUCTION INC SCALE: NTS 1150 48th St.S 0: Top Coat Color- -SW# SUBMITTAL 1 SPECIALTIES CORPORATION.dba PS DOORS GRAND FORKS,ND 58201 0 AND CANNOT BE USED IN WHOLE OR PART DWG BY: clitzinger PH.701-746-4519 Cl PROJECT NAME:SAMRA RESIDENCE ESTIMATED PART/ASSY WEIGHT:402 LBS. WITHOUT WRITTEN CONSENTC2016 PS FAX 701-746-8340 a CUST PO#:SAMRA DWG#:GEN-06594601 DOORS ALL RIGHTS RESERVED CHECKED: ES/11/2WIfET#:1 OF 3 C NOW 40"OUTSIDE FRAME �"NOM. URETHANE SEALANT 3 16" NOM. (FULL HEIGHT) #509809 URETHANE SEALANT BY PS DOORS (FULL WIDTH) #509809 BY PS DOORS FOAM BACKER ROD FOAM BACKER ROD 5 (FULL PS DOORS #506099 (FULL WIDTH) #506099 BY BY PS DOORS Q. a ,Q Z d�_ •b. a .d o. da a::Q °.e... .a (FULRL ANE WIDTH)H) #509809 SEALANT ° e BY PS DOORS a° 4"MIN.EMBED DEPTH _(0 3 8 ° ° 3 13116"MIN.EDGE DISTANCE ALL SIDES O 33Y CLEAR OPENING 9 ih 36"DOOR PANEL OPENING BEFORE PLACING FRAMES SWELL ASTE (BY PSSECTION A-A BEADS TO DES GNED WATER H IGHT07 +6"MIN (TYP BOTH SIDES) URETHANE SEALANTL ALUM.DRIP ANGLE (FULL PS DOORS #509809 FOAM BACKER ROD w/3M VHB TAPE (FULL HEIGHT) #506099 #509850&#501744 DETAIL D BY PS DOORS DUE TO VARIABILITY IN EXISTING MOUNTING STRUCTURE,PS DOORS IS NOT Rejected. Resubmit. No Exception Taken RESPONSIBLE FOR STRUCTURAL FASTENER DESIGN INTO LESS THAN IDEAL DETAIL B c FIELD CONDITIONS.PS DOORS'PRODUCT'S FASTENING SYSTEMS ARE Reviewed Only. N DESIGNED BASED ON CONCRETE(3000 PSI MIN.)OR 8"FULLY GROUT-FILLED X Accepted as Noted No Action Needed N CMU MASONRY(ASTM C90-MIN PRISM STRENGTH 1500 PSI)MOUNTING CATALANO: STRUCTURE,UNLESS OTHERWISE DEPICTED ON DRAWINGS. FIELD GROUT JAMBS WATER COLUMN HEIGHT+6"MINIMUM. Resubmission not IF FIELD CONDITIONS DIFFER PS DOORS REQUIRES THAT THE PROVIDED NOTE: PS WATERTIGHT DOOR SHOP DRAWINGS ARE APPROVED WITH THE GROUT TO BE NON-METALLIC,NON-SHRINK TYPE,CAPABLE Resubmit as Noted Required FASTENING SYSTEM IS REVIEWED BY A QUALIFIED LOCAL ENGINEER BASED o ON ACTUAL FIELD CONDITIONS,PRIOR TO APPROVING DRAWINGS.REFER TO UNDERSTANDING THAT AS THE AS-BUILT CONCRETE OPENING FOR THE OF DEVELOPING 3000 PSI COMPRESSIVE STRENGTH AS PLACED. This document has been reviewed for design Intent only. ANCHOR MANUFACTURER'S TECHNICAL DATA MANUAL FOR INSTALLATION r Review does not cover dimensions quantities.accuraq, LIMITATIONS AND REQUIREMENTS. DOOR DOES NOT MATCH THE DIMENSIONS SHOWN ON THE FOUNDATION q MODIFICATIONS OF MOUNTING STRUCTURE MAY BE REQUIRED w (NOT BY PS DOORS)TO ACCOMMODATE FASTENERS AND DESIGN LOADS. PLAN. CATALANO ARCHITECTS IS NOT RESPONSIBLE FOR CONFIRMING fIt and adequacy o details which Is solely the responsibility of the contractor. Deviations from the C7 4 REQUIRED CLEARANCES FOR PLACEMENT AND REMOVAL OF EQUIPMENT contract documents are not reVlewed unless specifically requested by the contractor. v ANCHOR INTO AND OUT OF THE WATERPROOF VAULT. 1 3/8"HOLE FOR LOCATIONS C (JAMINSIDE 1 ° ANCHOR ACCESS BOTH I (INCLUDES BLACK PLASTIC O LL TYP BOOOOO* SIDES FINISHING PLUG) Catalano Architects Inc. o TYP.ALL LOCATIONS ss" I 1 Y„ I hec GA Date: 11-30-16 w6 O z RAISED SILL0 5t 50 I C 0 O LU \ LU I g' z 43" i - o UJ BEFORE SETT/NG S/LL: a Q'e BEFORE SETT/NG SILL: 0 35" O URETHANE SEALANT d a. URETHANE SEALANT 0 I O Q i— (FULL WIDTH) #509809 (FULL WIDTH) #509809 0 28" I Oo V p BY PS DOORS a. BY PS DOORS -- -- — -- -- -- O = / SWELL PASTE d aa. SWELL PASTE 191q" o \ _� N CONT.BEAD (FULL WIDTH CONT.BEAD (FULL WIDTH) Z 131 A I A O r #500507 6 #500507 0 2 I 0 7� I O R 2" O 011 DETAIL E a � I U C 0 O w WET SIDE ELEVATION - FRAME ONLY SECTION C-C J m 6 REV. REVISIONS DATE REVISED BY FINISH: SN:06594601 SALES ORDER#:4065946 QTY: 1 -'a �S DOORS � DOOR/OPENING NAME: ■■■ w Prime Coat-(x1)Coat Sherwin Williams Kem �E� 0 Flash Primer SHIP TO:KENNETH VONA CONSTRUCTION INC DWG STATUS: PROPRIETARY AND CONFIDENTIAL DRAWINGS DATE:11/23/2016 91 Top Coat-(x2)Coat Sherwin Williams Industrial APPROVAL DRAWING ARE EXCLUSIVE PROPERTY OF PRODUCTION in Enamel SOLD TO:KENNETH VONA CONSTRUCTION INC SCALE: NTS 1150 481h St.S Ir Top Coat Color- -SW# SUBMITTAL 1 SPECIALTIES CORPORATION,dba PS DOORS GRAND FORKS,NO 58201 0 PROJPH.70 ECT NAME:SAMRA RESIDENCE ESTIMATED PART/ASSY WEIGHT:402 LBS. AND CANNOT BE USED IN WHOLE OR PART DWG BY: ditz nger 1-746-4519 FAX 01-746-8340 0 u) WITHOUT WRITTEN CONSENT®2018 PS a CUST PO#:SAMRA DWG#:GEN-06594601 DOORS ALL RIGHTS RESERVED CHECKED: ES/11/2Ir1IfEi#:2 OF 3 C 12/23/15 BUILDING PERMIT SET V * ; •_ t t- i_ x..cs_ i� _- �''�� t _ � 4 �+-t •ice t Jel ME a++ i S L I r INDEX OF DRAWINGS- Building Permit Set Wednesday, December 23,2015 DRAWING INDEX A1.0 Site Plan A4.1 Wall Sections S1.0 Main House and Pool Cabana Foundation "„IT4 A0.0 Site Plan:Basement S1.1 Main House First Floor Framing Plan J j A0.1 Site Plan:First Floor A5.1 Exterior Profiles S1.2 Main House Second Floor Framing Plan CT A1.0 Main House:Basement A5.2 Exterior Details S1.3 Main House Attic Floor Framing Plan �v 1�j, s' R�1/I f�^ 0C�.I. Nch-I. A1.1 Main House:First Floor A5.3 Exterior Details GBS1.1 Garage Building Framing Plans V t� A1.2 Main House:Second Floor GHS1.1 Guest House Framing Plans / A1.3 Main House:Attic Floor GHS1.2 Guest House Framing Plans BAR A1.4 Main House:Roof Plan E BUDDING D ( Samra Residence GHA1.1 Guest House Plan S2.0 General Notes DEPT. 265 Seapuit Road Barnstable MA GBA1.1 Garage Building Plans S2.1 Typical Details DATE S2.2 Typical Details A2.1 Main House Elevations S2.3 Typical Details FIRE A2.2 Main House Elevations S2.4 Typical Details E,OT DEPARTMENT GHA2.1 Guest House Elevations H SIGNATURES GBA2.1 Garage Building Elevations ARE REQUjREO FQR P DATE COVER SHEET A3.1 Building Section ER14IM41 VG SCALE:1' = 1'-0' A3.2 Building Section A3.3 Building Section DATE:12/22/15 A3.4 Building Section CARBON MONOXIDE ALARMS A3.5 Building Section A3.6 Building Section MUST BE INSTALLED PER C e A3.7 Building Section MASSACHUSETTS BUILDING CODE A3.8 Building Section Broad Street A3.9 Building Section assacnusens 02110 A3.10 Building Section ne 617.33&7447 A3.11 Building Section He L _ / o Cl ``,*�p� S7ayS.1 p,f 12/23/15 BUILDING PERMIT SET � -sE"� 6C_ eu+cx�u� TWOFOOLM DAM POND TIDAL) . M x ASSFSSW6MMOP 0 1% r- --i--------r-- u: i' j _ � y - may.- X--:'r I/ '' � q Jt i,t:._ , •�'�I \. ` J � I PMOEl00]-001 -------------- •�-- — i///^�\`�\� , ,gam' \r � � e 0- 1z i7��PP a /\SPA crti� � J/�/ S159.1AtlNG �� ---xi®'JN • \ r� \\ �r _ ----------- \,` S t EX WANGS,TYPe ~`t _ RESTORATION PIANTING AREA,IYP. - -•^r""-^�- /a x °` y' `��, ii x IX.EDGE OF,,' x t ®Caul—kehi—s tm. AcuPAKUW3 osa AOCE1003 AREA6.5 x R.mAt.il x � x .f - Ton6Av Samra Residence 265 Seapuit Road Barnstable MA 3A' x PROPOSE F s CEMOVEGNE ` NINE r CEDAR RETAI WAIL D � • Site Plan SCALE:1/16'= 1'•0' yp i MIDDLE POND DATE:) TIDAU Z � •� 7 t � 0 J` O Cts x % a 11 n,Massachusetts 110 ephene 617.338-7447 slmila 617.338-fi639. IF x 0 10040�O + '- _ _ ter- ,�.. ." .�—.--v—..—�'—✓ ��. ' 2 / I. / _— _ � --- -- ,— 1 I +,' 112/23/15 BUILDING PERMIT SET ° �� S I/ I ✓ 47 y, _ , , �_� _ YI / 1 , \ ------------ -- o �rar� �� .�`•. '"\.- ..... � q::�- ✓ \ / '' /,' '// ®6mhm AeMiu!ds ine. Samra Residence I\\ ; ` \� j t /�,' j —_i,_.•-` s,� - '� t`. < 265 Seapuit Road Barnstable MA \ - � \ Site Plan:Basement SCALE:1/8• = I'0' DATE:17j?2LIJ sw ' r \ y / nc. \� \ice• ' \ //' - ad us - /3 11, o 1, \\ 0 �,.,p"�o%(r� 1 f Q1Cr _ o f 1 0 — m 3.5: 'l i., o I 32 R� 31 Hj OF WAY + '/ �10.44- O F-- / , q 12/23/15 BUILDING PERMIT SET + wp _ \ +5.6■ i ��3C 1 4 / Fy 1r i / �•. �i�`i _ ✓� � 6'WIDEIAWNACCESSPATH pi! LAWN \ 1 Y\, Ss ----T'/ r �i /% j '`� x i.o r ! j i VEGETABLE GARDEN x C34 ' III 6 11 1-25 1 ls'rO� J 0\ m/ ':` ;2A ❑ 1 /\ - w k: .r •`/'GJ'F�� \._ , fNz'`, , l raupxEe�v y z ' r• di 131 _ 12.75. ,0.45 8.72 1 ��p + PB 7- -r._ 1 '`•._}! `�-!i F rJ 1l f I I i; ll 7 � SPA � O '• ;' �;� 1 � I RNG � p ��.. ,ryif � \�/r �- -;�_ •.';. -a- :�,��' _- _ -__ .J, tf�� .'F 'V F� _ �� -�,� � �`�1-ate I OUTDOOR GAMING SWIMMING // / i2 / - � J/F' �?• �� POOL 1- 5 11.53 - 0 i ` •1315 BAR/OUTDOOR _ •� - / _ \ e,L AELOCA 7 KITCHEN ^ l y A / BOCK COUR� f ��y ——— D i f nRERT / �' +B.O AEVETMEM WAL NCH CD \ j x E�rp{i�F LAWNOD M WAVE ACTION , LAWNi �.' X �(1 x ___ ___ Samra Residence 1 ' ., k 265 Seapuit Road Barnstable MA 0 q X ,' p 1, \` RESTORATION PLANTING AREA,TYP ''RRERr f ^' �� r dL x 1 I`l_,_,Y� i.- �^S.��a /r ✓�,r-' � - Site Plan:First Floor SCALE:1/8' r� DATE:IM2/15 x EX.EDGE OF,'" r x LAWN catalano Architects Inc. AREA r 115 Broad Street ,'' X 8eston,Massachusens 02110 telephone 617-338.7447 ' �•�' d ° 6.5 87,010S.F.± '' .f 34 18 es, .6639 L . `. (2.00 AC.±) X ° r ,i o + TO MHW -� t ' ha � SHOP , ems;" ��' I . r REMOVE ONE 0.1 O BOAT 3.0 , a . SHED x , PROPOSED r T CEDAR �QCTAINIII\lC r !/ Proposed Basement Area:2,247 GSF _ r � Igoe�O ' •� / � i„- '� !% � 12/23/I5 BUILDING PERMIT SET + - l T / 'b ./�- `�GnRp Cf< `� / ♦ / / 6 �lz 1' r.ROUND ELEV 1D.5'r �r'' / �r,o�. •� ¢. .4 >`/ ;eta. - - ��_ a Q�. / , �Dumbw r i I ro •- .. ea„z , . ------------- fbMvem.fh 4k. —c<. .,o ``�♦ '. %/ l Tti fm.'.,:— �' e9.9aB.f of w.l.,� a' ♦ 12/C.fire eabrr ` ' / DO �. ./ 1 � Aryyrc A,I:di+P� p.i:• I r Rlv�'me lm.4. ♦ O � O r. 'tea:. 0 i � •" l �O � i % '� Fee of fw-nv nort. 1' 11 / 29B 9faw,ny 255'9 w•Iwfa sbX+'.-_r / 1 i •� f..al vmM1wlkr QrtWYfi[ It ♦ ig 6S i,py va M1wks a -t'! /1 �' 1 a' - � Uzi•• % .. /. ..zv.w• � - ._. .. 10 / Samra Residence // 265 Seapuit Road Barnstable MA j i / 1. � R9 I -+ Main House:Basement r + Plan / ! I SCALE:1/4' = 1'-0' xeyz 'i � DATE:12R , O A tS + ,Masse useus 02110 _— m,le 617 38_744,7 Proposed First Floor Finished Area:2,934 GSf Proposed First Floor Covered Porch/Mec ianical:1,319 GSF }/ d � / r \ / 12/23/15 BUILDING PERMIT SET �� .¢ 1 i• ��j.� �y rr '� ;< '�R � o�t�•" /a�F`/'/`` t /O �r< f��`` �i' l �O \.' �i�.�' r� -t• �-- �;w�re•�'"""'�.r� 1 ./�/,{�/ / _:.,,� v�• / //( n /�/ � '^gnu n.. I; `E'+' rws•: / .q z: _�� <•o�Hry •-r. y`:r .99/ «.a Ry.y/ / / 7 -Ti= J`�''w.rra+ ^p <' �" _(`- 'V s'�. .- C"i..>��~\�� •'�- ��v�R //r 1. __lam_-- f �j �. L.-<ay'�s L¢=5Z \ 1 r2 'ltr�C an r ar..C/YFN ''i• rx .7 �M rs.r°lov �j '' . � �-`� .. tea+ _ � �/ °' •��O �i, Ch � r ��fi- � co ` � ��J\ ♦ 6tii� � � i / / , ' `;,>.`♦�< / _ "� /R' ENTRY HALL, _ �♦ _ </ ��a•�` _ f �<+"��,{' �, S t • as,n r - 1 /: �t - �'. / ,.. •� -.�,;�.� �--_ 7 O:_ _f ��t� ;rP'�'<'�.y � �-�-} • / !� ItSCREENS 1 rIj 1 i _PORCH _�r-yrI _'_r •.rq. _ ®cmmm Ncwms Inc. }�t-� `\'• {' F+ t. Samra Residence 265 Seapuit Road Barnstable MA IL Main House:First FI.Plan ?-- \ O�:• - -\ _ '�•--�.1 - --�—".x-e•��: SCALE:1/4' 1'-D• / \ r �-\= ��__`•: � 1-�. "^_--+...�..t.L, i.�'/ DATE:1 oite ton son 021 V, 11 telephone 617.338.7447 facsimile6t 8- r G / Proposed SecoactFloor Finished Area:2,973 GSF Proposed Second Floor Unfinished Area:0 GSF r r i 1 / 12/23/15 BUILDING PERMIT SET r f 1 RppDRr�� - Eln((wAr l / yI , / �q/ Bo'zLOO,N • / yy L'Y11r r� 1 1.'1. �, h Os ` BEDR ~ �BAYyROp ; _ .`,.S n•�s 1 y. 00M J rl-ss>1 14ZLI , SOrt• J>�.t'Y.,.��rUy7ER HALL "T�'7� B�rOOM1 - _ STIR BEDROOM —� --------- ' 1. / `\..� � IX4A � / ._- '•' --�.`� - ®faubiro NrAilecl5lrc. Samra Residence 265 Seapuit Road Barnstable MA 8 / Main House:Second Floor PlaSCALE 1/4' DATE:12/22/ / 1 , c f in / ro ss us8" 10 w 6 ne t7-337447 617.338.6639.6fi39 / I Proposed Attic Floor Finished Area:396 GSF Proposed Attic Floor Unfinished Area:369 GSF / ' / r / r I 1: 12/23/15 BUILDING PERMIT SET --------------- 70 l ` I COS / N 1 CAL I, ``` ,\ �/ (1 'IA1'EP55/3• --------- AI `_OeCib1E 91.VE� I / _ I 1 I i ' 1 ®fabbm NNiLL alrc. 1 / ----------- _ 1 _ 1 Samra Residence 265 Seapuit Road Barnstable MA i / 1 // i i Main House:Attic Floor 1, ; Plan J SCALE 1/4' = 1'0' �l / DATE:12R2/15 n % / 1 1 Ca 1s eraa Mass ne to 1 0 12/23/15 BUILDING PERMIT SET ------------- / ' i / / / / i / / A .11 ..a Samra Residence 265 Seapuit Road Barnstable MA Main House:Roof Plan i I SCALE:1/4' = 1'-0' DATE:12/22/15 _- • � i Cat � n,1ho 110 �/ hon mil .�vl� o1✓�`Y♦�� . . co"veke epnii i.c lacer lctil. •., i ..,,,,,...r,,,.....c•w.p.•.....�.p,.a. v. l"�1 av J } Proposed Guest House Gross Square Footage — $ 9GSF _ t FloodVent9To � ��\c�... i I a i First Floor Finished Area:1,08 0 First Floor Covered Porch:229 GSF welt<Drom•ye 's.rr`",�° 1 r Ote l0 ! 5 f Second Floor Finished Area:909 GSF ,•w o r� P PORVECK.. _ Total Proposed Gross Finished Area:1,998 GSF P 9.• i Total Proposed Gross Unfinished Area:229 GSF • DININQROOM <. } —� A t 12/23/15 BUILDING PERMIT SET �sd k ti GUEST BEDROOM 5LA8 ELEV.5.50' ♦ �_ KITCHEN I G••.rc.A• ( ti I � i is J I I � wa 4 �J e \ FITI p .� SITTING ROOM V e CLOSET -11 GUEST- -BATH41 I •EVC .'PVC I {..l_ •`Z:l+ 4 i } I I First Floor Guest House Basement Garage Building 1 SCALE:i/<'• ,'4 � SCALE:,Ia'• ,'-0- DECK ••G 4•' •.p t2 i F-t,b � �65 t2-..--i-�.�,V1�. ff nN'r • •'.p l? i/3 t'\ r.ED GUESTBATHL E57 GUESTOOM a2 BEDROOM ---^--- ♦ --- ------- —r---- ----- ®fabbro Nchi,anslro. 77 — \ Samra Residence 4 265 Seapuit Road Barnstable MA STAIR HALL Wry e'Z61'6 �1 l8" \\, GUEST- 1.2i 'I/ -GUEST— BATH 03 cLosETa3 Guest House Plans t 1 aas.-e SCALE:1/V = V-0' ! !- j' • _. DATE:12/22/15 ♦ ♦ o AiVV CtS errs 11O Bmllefil7-338-7 i 3 Roof Guest House Second Floor Guest House L ScuE:yr• , \ Proposed Garage Building Gross Square Footage it \ Basement Unfinished Area:837 GSF O � tl First Floor Finished Area:910 GSF - \ �l Second floor Finished Area:415 GSF GARAGE Total Proposed Gross Finished Area:1525 GSF \ Total Proposed Gross Unfinished Area:837 GSF 12/23/15 BUILDING PERMIT SET mm 1 8 QFFICE-_ i PDWDE0. I 93�w,h E,w F== I 1 r.Er•nl I Yet. •Y'�:I-�♦ �92� ,I I ,I I - Basement Gara a Buildin 1 SCALE:,/P. 3 Second Floor Gara a Buildin SCALE:va• ra II I I I I 4rbrFlw Eh,nu,t+9 th ITG1 I'OWDE0.BAR _ Ekl �4` it 6C�4r6• 11 1��W1LL�AlIOrE I I I 4u•J.GE j i I __z I Ir - -- -----� ®fabbM NNileGs Irc. REC ROOM Samra Residence 265 Seapuit Road Barnstable MA L--- �y1-- rr---=- IIJill n aEfl{e m a9.N W�HLIr II ` \ � t a 11 L----- --- Garage Building Plans Iwud.LVVE SCALE:1/4' = 1'-0' �I DATE:1 1 _ + notec ton Its telephone 1 � larsimjl 7- 63 First Floor Gara e Buildin 2 SCA :I,. . ,a 4 Second Floor Gara a Buildin j 1.1 scnLe:va-. r�P I I I I _ l . t -_-'rill ITT---TT ._. Il ♦ °YEtwYaM niiC FFl .. , . _- IIGI n. F FLe ::-0aB• L 1 1_] l 1.11 _rTi I \\ •.�. IECpID iWGv,iw CE6Yw BEwno nanR FY.axxw ....� '-i -- L •. �` f7-I f =I aaa• ° °md• 't` „ I ,` ,\ �f _,_, - _..__ _.___. �. - t •I 12/23/15 BUILDING PERMIT ET � l ��.•ram` � f ® r NA—, [ :� • -� ' �;� I- E `� ' I — Y, +�..�„�, .f.E ♦ °SECOND FIOd:FRIIbrFY<rm ,�r ..' .-�� •..•. �- _.•. '• _ -tee _ _ __ 1 _... ._. fIP...� r,llvllu�r))°.♦ FIPDi FuaR FIN3NEDCEYDw �Ly L-A 1 [ I1 lIl1 � I � 1;. -LL _ I o-0-t a PiEFF� re _ -� - s 1w 1, L • d-0'(C.�t .GAM AVEFAC GRADE _'. -..-. --� �_� �t_C¢N1 nYF.AOE GYnDB � ._`.—. .� - .•.� I.• YEAH AVERAGE GRJIOE - -'�1 �� .'. •ME.w vEtAGEGtADE°�p�6.i�PE e -.,. .�__ -.,_, �._.. _.. _ . .. �, . ... - '- xaas-' w\w,ouBE _ - f .I-- _ _- � � _'-_`_�- -anae0,�ww Wane c- �^[��'-j �..._"3„' -j _' •."`!'.zo Ynw„anE r : r4NUfFLCW YEN! / I F ..4 9 ,O•K IFIOJOIEIR� I .: __ _. _ -' r •1 � �Is, _ l _. .>_ r t_= _e ��t wx 50DOPEu nvfn 1 -'. t _ _ ._ w,AscrEr:r.rEn wI 7b_ /_ ___ _'__ _ r _,� __ _,_ -. _ __ __ _ _ J .1 � � .. / E,cNics oen t. .._'?1 ..,.a _ .' cpnnDE VENEEe io� I/ � I�//,+^ ... : :.. I/ r4 fi - ' _ j{ .J. 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I / // /' rasN OPErnun 7 (mile 617-338�5639 I 1 2 South Main House Elevation ;• I I t 1 ,a*�reh zra 11 arx Gure — B' ♦ \ ♦ m'aearwE - — - - w \ \ W41ir _ V _ • "- — LfECNNfKAL ALiY:FFL YfFL�fNfCAL AtiC GFL 2205.'B' 0 ♦ mzzovr - '- -' _ 12/23/15 BUILDING PERMIT SET SECODD FN'M.Fw.[F1UDG0 \ ♦ 05EMmFlWI'FYL[GIwC — __ -—_- �$ s F Al .f a 4; �Y 1 FlF5I FLOOF FYxSrEDCflllfYi F 0`G3Ill1FINSIED CEUK- F� m Ip Y5Z —1 FLMf•FFl ootL3�7 -^ i '� oocu.ze AYVJDE GRADE J_� l T � \ 0x lnrnl w.►+GmuSe, •. 1`I11T �,. / .Y /J z459 GL�wM1w GmuBE° \ yr E +jf�' /.'/, / ' '� ///�/❑ �❑❑i/'ter//r�� /-"'/�".: / /i,�, /-�j �,/. �, ❑..i i'/❑ West Main House Elevation D z f I I I I I I 1 I . f . •.•- p F +}-, L— �11�L�- ®foobro NNiiens lrc. T 7 Samra Residence 77- FIY51 GLOC 266 Seapuit Road Barnstable MA Main House Elevations SCALE:1 /4' r — � DATE:. ra Fllwf FicuD�Eui - N:En- I , tal rchitec I I wOEuwG✓AnE 1 M Broad Str l •ho ammi acsfmil 2 East Main House Elevation " !r :,-s-=•' 12/23/15 BUILDING PERMIT SET 1B'-B W13zw3) _- _ -- - _ —_ - ___. _ __ m ro'd vs• -.- - � �� _- � r-� r - - - •,�� t� �rxxS ' m5EC0iro Ft°w FR -'.-M+t'•^.- r TTT. � T � C lIO z,Fi , � � -m a'lz..sl r .,',}i�r� _ � IL-i�, t -,y+.rT� �.-::'�-,-- {�'- � Y:. -�.':•��,+,'..+-ti.+ m a tP _ +. L'.h.. ,� .,�.- ..,+.+rr-1.4•i+ riN�.- -.'f+'+r'. � r.itr.��I m g� m J. �h.`-+.. :Mrs ri-�. af' L1. -.j.l.�:. 'S'��7,�� a ♦ m4,4�pl - e T_•__ -j, `"- �r^"T`--r-��., rYrr rr•r"- ... �Y .� tlj o TTt:rr`r^--'rTr T'�,r r-y�T•,._t. lyTr�~ �' J�.♦ mF�r$t FtGrP FFt... � � •`•1.•, - - m PCarEv,PXE - oF1531 F,P(F:FFI _ � Ii+ II r.+,II � � _m aP1E337 - - - ♦ ..�. �.-��.--,...GL t.JC_ -F43_" y ` ! � 1 1 t Fau,•rEu�E CRnw �-'�,�� r. � I, �i'�� l m - .$cY.zvialEsr,aeE ° (azsl �: •.L..._"'�S-�a"i,-...-..� 's3.. _ �- J.. West Elevation 1 North Elevation 2 oYeuY Fro orEY oca nswE- 1 SCAL:11C 1'd q- z .•.,••:•�w«.w� . ...-. ter*,. m Plzs)5) � k —.p mnEUdiVF140P.FR_•— �Il I'' — 'Y f+ 1 1r--rttYx S amra Residence ._ m 265 Seapuit Road Barnstable MA Guest House Elevations ♦ oFnSr FIO(A.rFt »�,� - _ 'I.'.�1G I//� r r':. , .'. ,I'l � _ o �. __�� 11 - - - ro0. SCALE:1/4' 1-0' e A 7"T,i"'7.»t �� la reEencE • D TE'12R 7 k. _•{ J - r � y;-d. .-y_:iy -L. .try- ;'� �. �. '�Cr�q'_�` �a _. /! ( \,�•� •1r .� � V:-- ., a`�� - �-t-y��.1x•.-�'�r I � i ��t"-ti'.:�_�Ll �.=��r,' .1.� Y - - =^. 1 1�ti��+'�, � i.-'-�-"r�. /r `��eNN , 1 _ ,- i�1 _��`—�'-{�„Zh_ 1 ..^C�♦ _ X- �_ [F._ i� 'q t .�.,...i ~ 1 1 er°ad Sueet _J on,Massachusetts 021 a-r�nowvE,° z�ceE<�rw*o�la+knrEP. zwcNo2u1,w 1o,uEcwrnrEe LYASNED LYIE YIDKNES BM.N elephane 617-33R-7447 wi wsovEn.v,Fa ro ocnw FPOa oPE��oEcl:nemE *ow.w,Few wEuoEKnnernE 000r,worEY ros,ra, ac 3 1£ 3 South Elevation East�Elev�ation ° 1 • ♦ o o ♦e - "' w 12/29/15 BUILDING PERMIT SET _ z �)-. 17 ��,� eMa(n FuuF FFE r�•7' _ o oFEo7f:FF, •* :�71 r ^ y�{•.. - ;,� �0 - + _.i..—_?-...i-.-:..- - 1.T,_.<.,+.--ITT. �. ♦ - .. ...__ .. _ m lava FwE _ _ram♦ 0 _ _ ° p• - A T1-1 FIOJP.FIL FFE 0 \ w,awx•vnucE cr<oE i may, - ♦ OrF.w n�ucEcuoE ' a-o(a+ulc.wcEawnwc 'FS r: \ mGwx�nmF.FFi __ m 9S(+5) 2 East Elevation North Elevation 41 0 0 1 6[La,o FtMRFSI 1. �' �� SEN,N RLtli'FFE :��{'-•+•-r}..i.yTT-•��•. 2 G 2 �-1k4 L ♦ 0i0F OF n.VE - .. �_ - --_ _M.._.-I'. •--•- 1 — - � 0 ♦ O,W OFFWE .1�"T'�',_'".�.",�.'�'�T^-f"t•f�T 0 19 7 � rn'�'� t y, ,:, ®fnmbro NMilects lrc. nce .1" { I ; 1 . - 265 Seaa put Road Barnstable MA x 1 T } T i y7` }, - mac' � iti* t yi ' - m Frvsi Fuse FFi - _ ♦ err, '__ _ _._ a gg e°o(�a57 -- 1-- -�'_ -_ � -• e HIGarage Building _-�•_. - __ �.� �� etlEu,�,EeAGEGeME �. __-��_s+ --�;_1, . �-••-<:-�� Elevations SCALE: a 0' 12R2/15 c� G x aww FFE � c-w.K:E Fin,c vFE .< n- m Ca t road street Bo ssachusetts 021 one 617. .7 ile 6 8- South Elevation 4 West Elev ation ( �9 I _ I 12/23/15 BUILDING PERMIT SET I I 1 1 I 1 w m.MF _ Y(a)5) _ S .4 4°�gYr N j tyr,C -.Zld)la' BDIA[paAFAinw 9l5CYG it eeorl BLREwJAC{a2 o WPP v rY "r�y wALSABIF 511'IK-M w/COUFlFP9 E.F NECE59APT ` I �� to �.�!�.}}�`c•7`% � ebcm ��r. A. , �ur,E a.E�reN;Drcors � Eck or �i!%4 m. � r;llf[wNi� � ) „ - ///////'./—/��DECC WFPoP3�5�� r �I ! •4 a FNGN� P ♦ 6•!WN�� O� 2 'J Ul �� / IVa•iv.AwNIiECH - � _ _ E0._ `• / ule nut 1 WeROD.rvE - 1 )� F.i I{4� ' e 0 )L µ• EEa. pi 0G. ® u•usca.o a at. r I� 0 � MAS'fE0.BAl'li i I MASTER iIALI. I MASTER CLOSI:'I' RAThI ROOM l m I { I CLOSEI'2 i CI.OSF.I'3 MECHANICAL ROOM arEEL 6EAM I • I { I �edam I m zSnpaa PFFL/ 1 - � 1 Iva•iw.Aa+AHi[DH 1 � w — --------- ' WeFLoee r.e 1 f —. --- — scram Favor.aL — ——— -_ p r ,i s,e it sifE,eEAu I se E¢eEnu J a_�xEEL n _ a__2 Je OI<v OLD � I b^^I.,.6C OG L 5'iJ 5Fae0 Br OL, i -L ef10A Elam P i,3i FIGOF;CUIG. _ A ttt - 1 I 4 1 ` KI-m HEN Q t ENTRY HALL L}AMI LY ROOM I r 7 a I tl 1 '��i i IVa'iw.AWNIIECH , i Fuai FLOOR FFL ` \ WFFIOOc t\P I I eRI.NOS HGI.nDE-FaI� t 'In m60EiOFm / T 7 � � t� '.. ilg 131z 1r oIWB_,6 0tlpIDJ+fi l_ • - d LTl ------------ L _____ 1 roNtni)BCISIrc. ®Cnmla D•.Ylgp7 I i Samra Residence sraPE va:rx iaw,wm I 265 Seapuit Road Barnstable MA _ GAz.GE DNR I , r Framing Sections SCALE:3/8' = VV DATE:12/22/15 --_—___---_—___—_—_____—_-----_—___—_---_________—_—_—_---------_—_—_—_____—_—_—_ ---_---_—_ --__—_ __--_-------—_—___-----_—_—_—___—-—__-—-—___—-—----_—_—L�-.� I 15 Broad Street n,MamaEhusett Lon itudinal Section through Center Hall lep o617.3 SCALE:W. V� fa 617- 6639 - r: I O I I I - 12/23/15 BUILDING PERMIT SET I I 4(7VF 0 • -- 43 )5) � R G' a e 0. lZ 4 \ 9 � �� hb�GL_ \\ ��.1—_•._,_____ I 1UPOF MiE I .{� �,i FnEE wNE .__"- - _.. _... .. - '. _._. _ _ - _ ._ .� O .._._ ♦-../_ __E_ {- � .s - ._ _ _ - .- - � � -- .�� ._ _ -- - - '.� -. - zz 5/H lH5J51 0 � • m ® i,NSGGr•OiEOL i^�O IZ6 r� � ` HEFOtID��flUK: - AiiK F ` I - CLOSLT3 ' I "MECHANICAL ROOM 1 lit �iJ15E0'G1920L l^ r • �FfSi FION'FviIH�DCfII�Dfi m _ t BE✓—EL - --- ---- KITCHEN '1 - SIDEF.NTRY -- 1 ' r t 2 CHANGING ROOM ! ELECTRICAL ROOM ! 4 sr From:ca t r[ONCP.FTE HrAO OO l4TJ7 i w F 1 ' �4 � rni CCP.PJIGNED HfEFE DECK: - �0 (�I ` ' _ _ -. - _.___- 22'PIE3.•.UEE�.GIFDO�?OL - - ._- _- -- — __� --- ---- -- Y rr -iH ,rzv ow'or- _—_ —_—_—_—_—_—_—_—_—_—_—_—_—_—_--•-_—_—_—_—_—_—_—_—_—_—_—_— r i i,aFra--- ._-- - _ ------------ - -�� - --- --- ----- ------ _ _ -------------- -— ___ __ ___ __ _ __ __ __ _ __ __ ___ __ ___— _____ ®©rybro NNiWaslrc. iB6 EENnDJ � � PO I MECHANICAL.ROOM/ WATERPROOF VAULT Samra Residence 265 Seapuit Road Barnstable MA I swrE uo-¢ _ FwnNc..ADE nvvr:t_a�` Framing Sections is Famuw a SCALE:3/8' = 1'-0' 9'l5) _ DATE:1 _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_-- _—_—_—_---_—_—_—_—_ _—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_-----_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_y r C. 115 Broad Street' ^z, Longitudinal Section Through Center Hall 2 Lon itudinal Section Throu h Center Hall DI Ie.M8e617-3ett5o scnE:ya ra scALe.ya ra t'lephone 617338-63 - o 12/23/15 BUILDING PERMIT SET - '• L 11 .I , q r .. i� .� q it 4 V 11 It 1 it 11 1 i• r• N u u li U D II rl n N .. . ' 1 , 1 . i q tl 11 1 i u i If r ❑ i 4 q II Ip it �iI 1 I Hi 1: N ii . :{ N N M N I• IF 4. 1F 4 iF 4 t rl- Ifll �411" � ' '1:• II i 1 R r II � it 1! II I II 11 11 It r �I II r II III' '1 III li ♦ ., i !1 I � II .� I r� it i i II iV 11 11 11� II II 1 I I I. i li > II i� U " 11 '• i 14 1 � '11 1111 11 I `� 1 ,.. � ,i � •i • li '\ r 11 It •' i• ., 1i 11 '� Irlr " ��l I 1 I '1 11 ' 1 11 11 1 II11 Irlr II Ir ',I II II II .t 11 1 II !1 II 4 II II 11'' rl 1 1 1 11 4 wi(K ftCOr SUCgDOr'. .. •• ,• •. ,.. ,. e. ,� �. ,. 'I •• •••'1 ,. _ NIC FIWI.3♦JICfIDDr. _ ( 1 ; tua'rw.wwwurEol ! '1 T '.AISFILM'in. 1 - a xtgpfwxFFL lr,ae,rvng) I ,Y ..a.,F:,I � _ __ M` .. _sECMro gcnr;fRlflwo.wuy) w ' r vsaa.o zoc. 1w» mrz r,r so.-r=� a 7 ❑ 1N3 m gv34 FILOr.FYrt51rEDCEKWi Elm FD:Si FICJI'Fl1t5MEDCEYK> �� J __ t ® 1 t 1 I - -- SRELM51 � SiEEtPOSi_� STEELSLW i 1 � �. Btlprp SElOUD I I . ! r [1 �za FLmoruue ewa-wm•o roe n a m.o rot rnrs l,M^lb oroe �l.1_ _ _ _—_—_—_—_______.____—_—_—__-______—___—_—_____—_ • n.aw.oroc ❑.mn.orot. fO.FrwLrvK-SrEIF / � / 'L' �:'—��—— --—:-»az-�� I-♦b t � 6w GfADEA� .r..arlu5,y7 _ slrFL aces eeiOrloJ -... �J Ia. S1EEI BF?Lr oExrro III ua•.7 fwetir rDE wwr�. i '`� r ' � - E�� . I I I�eE VAUDEQ.Uurr wl ®fAlahm MCtulepS UK. 1 I c"m"lSWrogFF 'FF` [aunts I I I I 1 I I F-1zov.eaplusE Samra Residence L'J 265 Seapuit Road Barnstable MA Framing Section --——————————————————————————————————————————————————————————————————————————————————————————————————————————————————————————— SCALE:3/8' = 1.-D' DATE:12/22/15 i • Framina Sections C it scua:vc. I•a Broad St at B ssachusens 02110 one 617-338.7447 mil 17.3 1 i iAiM • I o + t 12/23/15 BUILDING PERMIT SET r .'.•(n51 1D.%Y 0 1 , 1 � MfCIIANICAUSPACIi _ —ter t � nira•r...oieoD. , I 1 ( GYM 5 e, MASTER BAEII MASTER BEDROOM 9 4-111, aEEOiro FILYA.Gil nv;a•,.><.o is•oc ® ® nim•r,F.ois•or. - ® !— dtz.a] I ( t t _d SIUDY i t I ENTRY NA1.1. �, ! SCREENED PORCIi Ilt � i II f i ' t ,va-riu.wvNrrrsx � ___.� .•aLnem�c-ruEflo�r ;II � rnGwov,GGL Gear amcGa I I weGLmr.m t__ — Ir 111 � 'Flv aotLv�] e odllaal _� rE.x m q. +. \ —�'^' - - - %.Z•YleOVi Ot- _' �\ �.- R. E i ni:a,AL0,90D. niB•r.M0V30L�- - �. ,Zd Lpb(N T 7 _ 2diL000PWiE < I ` I �_ G.xaH DIME KYPJL ! I BASEMENT ®U.bro kdfi—I.. i I l m I I ' Samra Residence —— _ .. _ — — \ .\ _ ,D Ga n e m 265 Sea uit Road Barnstable MA I t I t t Framing Sections SCALE 3/8' = 1'-W ..� Framin Sections DATE:IZ?Z/15 e ,• Cat 1 , aad Street Bos usetts 02110 re 617.338-7447 i,1617.338-6639 1 .40 0 12/23/15 BUILDING PERMIT SET 1 affr OL9plfllGwa.,ilE9 BIXAR p,tivA„0FI9 CFi5R� i - - - -?fs't DECY.SYCFDCiH /,�NFACII:CFM1GrD \ ..� � \� _ - �i / w sl.orE vlwwaF o mFmff I fid L v E,rn, � IAVEYDaspalLK __ _ .) I nriK FI Wf.WeF1001• T •O -. _ ..»�.. rat ....-.-- .—.,.�\ �_ I __ Atle FlIXY:waFlNe 0 _ ._�. Rm FtCYA. Cr aa—t—) - 0 • -T- -- ------ --- - - --'-_ - -' n,wa ty a7 - z2ala•1-b.�y i i I I 1 � m HALLWAY BAFHROOAI2 c BEDROOM A I '- IVH'iw:ADVANrtLI I , Va•Iro_MVN,iFCFl ! • sueFu+c.iw waRpr.,rr. •moI+D FEa7R FR - � sEmmRo�w FR � sccalD Rar FFl •lio-lzla] � - .._. _. n v<�.(z:�'1 w _ � .ird(z•ay o $ µ aw>oleo. c u:5ovow•oc. lrvo oc. _ __ I r • Df1NFTD Cf.w J' , � i i NF.D PORCH b FAMILY ROOM b ( b I CI I I t t I I / r-a' /•�z-v uxr.E7E vAe ]'H' / fib' / 1 t OIlWA,ED HREE DEYr. O Flfai FICOf FFE ` 1 _ FP,3,oF1 ..FR tl FIP OP(CEi"'0 ' nVFa wax. ------------- - -- 7.0 _--- - _____________,r _..--_-_—1--_—_I:( _—Pi.3tl'n �S�a.M.rdE A Yll1t9sa] 0 --_—_______�av_n—n]s_u—t. _ _______ n"1•- _�120 FloWPENlE-e P FlIIEirl C3ME.1fPr �V-^n]ie!n I I /y.-•� � •� L• � FI�6N CNfDE 1p� I I rew s,NlDOFF J 1 1 1 f • •^f /'. I I M...MSE ; 1 ' ` uo CDGE•v ®6uhro Ndtiurlslrc. BASEMENT I 1 12 Dv.rormruHE—� t. 1 I I I 1 t I LI J rarerrx TFoorulc a . _ _. ..... -s•lss7 Samra Residence 265 Seapuit Road Barnstable MA --———————————————————————————————————————————————————————————————————————————————————— • Framing Sections SCALE:3/8• = DATE:12/22/15 Cat e ti Section throu h Famil Room Chimne Section throu h Screened Porch Chimne road Street �1 \ 9 Y _ _Y _ '2 Bos ssarhuseus o2lm - I scnE:yr r — - -- :ma- r d t 617-338-7447 to 617-338.6639 l .1-900 0 12/23/15 BUILDING PERMIT SET -- yry{n57 ° 10.EOOF ♦ \ __ I� � __- SO.KtlF ° Y i' 1 � �" • r`�a�/- ; o \ I OVuew.vFF.Motor, �,% W t I nnc Flmr w9Fim-_° iO.AWE ✓-' :I I 2.tlCFLYIG 19016'oL. i, I: ;_� 10.vIniE_° Ud ' i ( •�1 j LAUNDRY ROOM b , UPPERST'AIRIIALL. S m al b GUEST GUEST GUEST I r Ir I { BEDROOM#4 Bxr 1#2 BEDROOM#2 { , I 1 ( q i cl I I ' I j i BunFuwr.m , ' ' I t 1 SFLOIm FLCG4 FFL(Flltlm wuq) ' I r Vil}y6T10 E920G 1 n F131 FI ...IC—. � --- rna-ra.o laot. _._9, '_ _'._ _.' _..°va .rolsot. na•i,#oiaot _ aEoocm vuu�i ° _ ___—__ _ _ � oaur..sv1 y - � F-1 FO)r CuuliG _— _ — ____ _—_ _f_— .._... �., - _ F-1 Fu)Or.CEuvG ° A 0.6 I�. - •9-9`1a• U f 1 I I ' p KITCHEN r I L GUEST DINING ROOM KITCHEN n _wuanwlEr , a I It m F+ r I I I ##aF1tluE nF. I } rva,FLv Fa i - _ 1 -i T- slua•u.o�toc 1 7 1-- ° ro FQNlD/JIT+x41L _ -- —• _y - _ - -�. _ is Falwaa - { r. _ a-e l/9'lv5i It »Bw Gv.MFnFFF1 �, '3 tr 1 II , 1 GnMGE I Ir , 1 ®PAmbro aNlmas lR. Samra Residence I 265 Seapuit Road Barnstable MA iO.FMiur(i Framing Sections SCALE:3/4' = 1'-0',3/8' = 1'-0' DA Guest House Through Boat Storage 2 Framin Sections - Arc 1 n 115 Broad Street 'c Won. achusetts 4£ le .74 663 P-j.6 o I 1 IV23/15 BUILDING PERMIT SET ZL fn III t= =J tn.rmE • i 11 II I n , I r , n r rl 1 i I 0 11 I n 11 I' t '1 11 I. it N .. • � 1: 1 . 1 . r•WtaEI, 1 I '� ±R rNNOIER n ,' , Q MtE �. �. I i� DV,Vtl 90,EOL� ,r' � .2.V Jg9t9atBOL I, O�9v'A!_� .1.-.♦. - � .-_ --- __- ._ ..- (� �J �- �-. .tea�-._. ' •I�f( 1 °..0•KCFJ9 ENffl fi } I 1 t� GUEST F-IROOM z2 �_ I STAIR IIALL �1 It 1 Y t 1 S r ue•tnl:raNrtELn I Il »»�� r , •1 r n / a e - sFLaN)EIP[Y:ER ,✓' � N 1 1. Z; �� sw.lnncvi lx+w,+io]v+. ias I tl]le'iJHO1BOL. 9U."LnyNi OG It0]w- tl eQ cca.r, \~ en.cErurw e - ♦ I O - .p-,u.- t v I � .,o.,va 0 SCREENED PORCII DINING ROOM T 1 SITTING ROOM f w a t 1 POOL KITCHEN 0 ELECTRICAL ROOM 4 t I 1 1 � o. slnsaEr•.c-nLVN:eEo 9t2•Jf90K'OL 1 u"dR T - .._-_�. __ -. �� - _� _ � � �— . .- O�BV4•I '0 66•(r291 'vt.aVs0,o 0C. rF Rd ilaM BANE Rdfl00D VtiE� 1 I MECHANICAL ROOM/ POOL EQUIPMENT/ WATERPROOr VAUI.T e-Pne"ORnoE nrvR.a F « I WATERPROOF VAULT - 5'-e'19�1 I b t I ROAI'S'I'OMGF. _ t I1 i M l t 1 1 1 ®TdtLbIC ArNif[a51M. 1 tn.m"nE're 1 W.ca,cREh_e I Samra Residence ---------------------------------- ------------ I 265 Seapuit Road Barnstable MA rQ rQ]m,D Framing Sections SCALE:3/8' = 1'-0' DATE:I W2/15 Long Section Through Guest House Long Section Through Pool House C '. Broad Street Massachusens 0211 phone 617-33&7447 sl He 61733E-6639 r I p PULavmF__ 1 rEncoF PooF p •2±'9Jr - - ♦ 1 1 m ' I I i ` I • I® I I I I i 1 �, 1 I II 1 I 1 12/23/15 BUILDING PERMIT SET t � I {k II� � 1 w IGor m u ,Ia:nwunccH SECOIIp FLOOI:FR I I } I ' %COND Fl00 F.FI._p -- 0 I p �KL[x5•-xrm J 1 N i ELex.LxEss PneIEL 10 MFGx BPKE 4 I � I FlE„F�PEF j nest emP.F.FL. p y'O�'•F,OOD PIn�IE I •L _ ___�'U'd FLOOD PLA,IE� 1 11 :p, I L t i I ,n.F,niE ` \ ; ___ - y - .., _ .. � • • aayE p I + I pxwB x,c«row,. I 1 1 1 1 I 'v p sFtoxD Flaw RIYIG � - sEcawF,oacEa.+G 1 i \ nfECNNKK SPKE 1 A m p u.Fw.wG _ n.FGmxG I ,2T 1057 00 _� f R LY91? ```` ` R 1Y9 V2• , ----- 4-t f.4„�y. ( 'S..<.:,fi�`_-0' T DIA FNU.UNAIN ,•ECIWKK9P.KE ` J/ I i _- � 9'qA FND.OItAWJ � I Garage Section Thru Decks I IIII - fi—FlOOP,FFL LOx f pied(.^I]57 - - _ � ♦.-.. � .. -- - ..__..�. - _..- _. -.- ,._�- .,....�.� -.-__ _.,�_-.-.. ♦.,i� - - Dd(-2•]570 t iJ ^E FlI9i F,MP,[EUVi � B,JF a vi 0l. m . RECREATION ROOM N , � I ; ®CDDItIro A,Mitxulro. I 1w VB' MVNn FLx ' SYBFLMF, ,— oD FFL i F.—1L .FR Samra Residence Fs cnRun.,»>,nE • I - - — 265 Sea uit Road Barnstable MA Al ,O.FOU DNgn x•KL ________N ---_—_—_______________—-—-—-—-—-—-—-—___ __------_Q•O i3OMFWIE� ,O.W Wwnipx wKL IV i if p FlupxGP.noenw,•x.-. �__, . r GARAGE Framing Sections ssOv) p If SCALE:3/8' = 1'-O' y 1 DATE:12R2/15 �F GnPN;•E Fu]N.FFL ` ♦ _ _ ` \ GnP�Gf NNP.FR Cqtahal� ' .Inc. 5 road ssachus ..�,.. eDhone 617.338- facs'imile 617-338-66 ----------------------------------------------------------------------------------------- Garage Section Thru Patio I scuE.ve•. ,d - o 12/23/15 BUILDING PERMIT SET P tO.ftniE_- _~. - ...___ _ I __ ._. -� �_ _ �. _•266 tO.MiE __ —/ � MKFLwv.w9Fsnor. �C iWpl;weFlOiE i . j _- _ - i __ r ..-T •-• �'- � - - 1. i'- -�" •zrO S/B'(zba7 P l'III�—lnu W 1G wvron rJei- >�II �_ _ •I�w1p1K:9U!SKi'.1 Hu1G Fir ]: I .L � .I�PLi�F iliw•a ni1K51.R w1DuK+ 41 � �, A BATH ROOM m SIDE ENTRY n i an - . nEnl vn,¢Lortr. ' 1 vs'lw-w.nrrtccn - o sEceero FsnDi Fn lFlmlmrng> �w9Flmv.rrt: - .. '_ t 9EEWNi1CK1I.FFLyxe..�Wuy1 41 FR9i FL�a.:FN61EDClNSi(Sb?�)_- �. � - i _._._-__._.__-- �.,C___J.. �_ - _ '\_ FlI'5i FLFe144ffD4_iGl` �:�1_O ♦. .10'A-Wm ( �� 914E FIrtI,r� r i lv Sur lzru7 w1DDweEnEro F r 1 4 MUDROOM Q SIDE ENTRY 4 11 I i 1 � ID9'WAr..nBWP.D9 P.Mnvrt I NEnrrK,weFww.o.'Fr. 1/H'iro:.np'nxiEM w9Fiwr.PP. FK51 RME FFL_ Fp'Hl FIe01;FFL 41 0 F��11•IIR.i. • � � brSE5wrf 1/,P IEDOK'OI. � {�J � �_ _ � � -0OlD.E7 iH-1'sl - 11 Li -4. "Ih FNY:2�ElW )f M i tI1 r-. i "� 5],9•GeneE DE.lsnewrea _ - _ - GARAGE rnvEvcE99 w+W1uLrn1 'It al n.slwHo n.rr ensEUEn�II N Wncu Si P v�F` mfnWgrm NDllileslslrc. Y IO.DEU.FnTwG.__ ♦_- E.J • 1II t �1 QI -A1557 Samra Residence l 265 Seapuit Road Barnstable MA I I rn essn.Forn111G l I . . _±.a p9w,l.FomuaG _D________________________ __________________________ ______________________-_-_____1_____ _____________Dd_ Framing Sections SCALE 3/8' = 1•-0' T� DATE:1 1 Section Thru Stair Tower ., FIFE:✓'.: a 115 Broad Stre' stun. Ma55aCh user S 1 , telephone 617.338-74 s facelmile 617-338-663 17i I • O T 12/23/15 BUILDING PERMIT SET rJq.emF W. t f " II I 1 nL F�sux DDv i 1 nnKF9 x�DF. i - i _____ ___-------_________ � n r -----DJ2'rJe04i OL. � 1 .� 4 I + HALLWAY MASTER BATH MASTER BEDROOM S' .. ,va-mi.novN+;Ecx / -susF,aw m: =FLOxO FUCK FFL I � % � SFLO,.DRNRfFL °:,rRl2aa7.. �—{ _.♦.�— �_ .. __ __ x)l8•11e 0,90L...._—®--T _...__-_ _ ._-._- �.. __ _ _. � _ Ol.a) '0 O n71WiJeP ie'OG CE) GEE n � T 1 I 1 F.NTRY MALL 1 SCREENED PORCII III ! m ' 00 ll'.a) � .•COFCF.EtC 9NB 1 OO 101a) °T L )RNtt - �2V OJ$D iU,IE 0 N,P-NGfnDE nvnt 1 1 fi = � BASEMENT ' I I � ®G,aL>ro NCBilBtlslrc. 1 ____________ + } 1 Samra Residence to fOOniG_ °.r.,w,•is.a�_.. _♦ - _ ___ —_ - ___._..__ _ - _. _.___ .. . ._ _�- � _ I — - —.\ .• ..—- .v-dy.•iszs} '° '. 265 Seapuit Road Barnstable MA Throu h Mechanical Patio/Master Bedroom Framing Sections SCALE:18' ,�• SCALE:3/8' = 1'-0 DATE:12/22/15 t� Ca tar d Street ssarhusens 02110 ne BI733R- g ile 617-338-6839 h �R' -A4e 0 12/23/15 BUILDING PERMIT SET I t0.fpa 12 �; I D ,1 9 N C N N i ° WFO 410 F fIniF _ 'I 1 - _ NiK FlMf3YpFl0.Y ° i ♦ F .- ., y.. __ �\ ... - - ... - _ .0 ° 22i/e•(Yaa7 _ _. � _ j _- tir _ - __-_- / _-_._-__- ____... --W(fLaJr F1N.CF,LVYi _ _ ; .{ ' _•_ - _ - '/ �_____ I - s-d•l'sm t - POWDER ROOM I i MECHANICAL 1 1 MECHANICAL I 1 tuB'ix,:NT'Nrt[Cn I ' 11 I �1� Nf OIEf WeFLOJritt. 1 '03,+' - ; Iloli e�sFcoxo Fwor.FFL ' : c� f 1 �"4. ( - _ I sFWxD Flaor, ., i '...-_ ,)/B•i-x O Ki 0. n rB'iN _ 11/9'iJ O )r. } .- � m I , . . ii0.• L- •• F91fL(dR Fv,Yln[DCEIVKs +-1 �"\ + __ __ __-____- '•.� I E I ' y .q. � I � • ` r ` 1 r 1 r .RECREATION ROOM F I POWDER ROOM L ' D '-ISIDE ENTRY F.Bi FLWFF.R FlfSi iLpJv.ER I _ _ + 1VB'inr.AOiNNEM i ° V�l iL00DP�.�-�-�_ - FF�.t FLWR FFt ! ^ I °•-- _.-� -••� b .•+ •----Fms----or -- ---iB J- olca<_�._�_��.� --I__I pdfiOpD rLN¢ _ __ __ _ _ __ _.� � _ _ _ _ f T LI1— — — — r — — — — — — — — — suDniG«wwr__ I L 1 I _ � ®PAialdnOaUl�ulrc. r N BV21gYnOvrt � ... ' _ _ • _ - _ I 9LnB lON Po1M °-.iYY9nC.MEI➢Pf]C � �! 1 � Samra Residence b I 265 Seapuit Road Barnstable MA 1 .,TA'l05'I Oa ♦ _ _ pp.lTg l057 °_10_FO71 _..�� . ♦-1♦ ...� I F_ I Framing Sections I SCALE,3/8' = I'4T DATE:12/22/15 t � Garage Section Thru Mech. Space Section Thru Gara e Y G sc :va. id 2 tiC :1S f d bK..a Cat 1 road Strew ssaMuseus 02110 ne 817.338-7447 ile p ••13`T lNG5) \ ♦ 11-1.0A 1RED CED e—E. f ♦ — - -� p-•wZ(+ba7 -- \ -♦ - - WE'1.1A 15A1\w PED IEDAr E11M.E. CERLHJai CU III—WEP CEDM / CERi1iA51 SA.iI,G;ED WEf CEDM. eP.EA1NEr OPEP GRACE'SE-EPED KEG ePFA:NERWfP.GPJ{E'SELF-ADIEIEDKE d WA1ER 5.11.oc.IDOfMPFPNURE S Y/AIES 31ELD FM.M WOF 6PEP,KU 0 O'rSv.J••CD./R111dM IYCIF 9NEI.iNv1G I WEE yCDI HYYNIOD NDF SnfA1NwG / - p 1Wr.LEADCMiEDCOPPfR I I „- LfADCWEDC IDEP, - Fu3nuGwrtNDPIVEDCf fR\I I ¢ASrNG urnD EWE (1(1\` I I ' OVENCEl3ilq[M'tt'��` O 1 VZLQNERSFPJ wES1EI,N REDC.Al 1 (PNIDEDPRIMED, I, I 1COEE[ NID SACK n,M:ED) CASEMEeD wl - iN%R%REFIN i I r YIEUu111GGLA55 - eENYlO LOWEr3 I LANE. 12/23/IS BUILDING PERMIT SET N iII IE 9- _ •� � 1 .I 11 II 1B'PEPSERIfNI BLUE NEEl MSiERII RED 11 11 �� ,EVi HEM,tW0p0)50 eUt�5P�P.f i•. I r 11 11 I OPfw CE¢1115UWUN 5,W KAnrY I I 11� �bnm E CEKNLMY1�030 RL T4Y 2' ., ., �� ` •. 1 ACfQ5M NAIB•.•iE YM11W1aI 11 10'PEPFERUN BIUf uBEI NESIEr11 REO '1\ wEP MDE5I YIVIKp SELiADNE3ME A\ 1 11 11 CEDM SwNGIESLCLEA O—EwT . I wA1ER5 P.E&S:ANf NR_EK W4P.-SL I, 1 11 11 Gpi!E,vrvA+Do)S•b'a E5'Ev09UPE �.y \I MEMBPJJIF B/NENM rl YI 11 KKERIWSK PJrI%REErr �� 1 p MIC RDOP.SUEFLMR \ t - 6mmEY3[NJAMwO3wYEWEP,2 Y�� •�-1?IY'�) WER ewfslYlYP1De SELF.wr1E31YE �cl '� / \ � . \ \ MEM%N1F eYXENRY ^<a NIC fIDW SUEFLO]R p.•_ '�'f p •ZI SIe'1L5J5i ♦ \ Yw.RLnE AD IID y Fn1G+ 111 EDGE Y NLEBGv.OG SiRDg iEP. _• L '�1 �I �~ �• 1115vnuG FRENC"WR Dwi p _ - ♦ _ _ __ _ _ / i A\ INBUVIYG LONE r�.fiCN•TrP '. I 1 —LEAD—ED COPPF•P.FLASnIrG l r - R�1D'DL AND VD•wiER I I I i OPJI EDGE '} 5-, pRY•' DiRPJ oML EER IA5E1.1EIit wwDCwWt II I YIBULNUK-C ro ' lavE 3N'W11 al 9 �I 1,5W'R6'IPE GRNYED OECD B?SP,DSxv5325PMDK--� I I O �I U51uG IPF Ru'O!ODDEN fA3ifNFRSYSIEM I . $TRAY UI FOI'NPETMNIE I I SEDGE 650ESOFCUi NOFAJTMP.O&iI.EAt ([l0^EDC[ll)INSUlA1R1tI 1 I 1 DEOK POARW.W/ 1 t05R1 III \ P¢IFTRMu1G SEALEr,PrriR IOUSiALL p INIEL WEPT XA—ECn 3UBFIL00P 111. 11i Er,SNYN RED CEDM 51w:E. I t / I r t7w,,L W FULLI ApnERE k OFIP.S'.3FLONDRMR9 CERIt T CIA iP,EA-ED,0'LE1IGin3, 1 I ow DECK MEv bOF MEMBPANE PF.BIIi1ED NID P.E.JOwED.xl•J FA05URE 11 �, „ BEIk£EIFLOORS I W EP.B/N'Pltl t1D(MEf,9(q riMM OP CELla03E 1:51MAiON O+ERCEDAP.ERD.EP,Ohr ' P,p.. p SECarof¢tlREFL Lam Mufrnl ��{Y 9¢F.ADHERED CEdxWET.5H¢D� // .1ZP(26J57 ♦ Y 2tjl ,i:,i}. . WEP.SI•'CDN P6WUJD ROOF 3NENHNG ^ICI F c •.. YA'iwYl,LODROVER VI RADNNf 1 j \Kt �� PANEL 1Vb ADYANIEM BlL5FLD0RM. � A 1 � � 1 i 1 1 - I A pPDpi. FlOOU - .J. p F E—DFI IFL f ♦ _ _ / Q\t;� �SEfwFFN__—_—__ p �. ._ _♦- .I _ _ _ _- '__ •'Pl2• � PR910 ACLOMMODAiE �57 � //. / \�'� •. x 4 A 7 /1 � DvlJN HIE z.tzowroc I PM.DE- 1 F�Dc,�FM¢n wl - 1¢Mw DEIm 7 7 7 A Il AA AA.. a ��All L•lsulnrnwcanss� i LawEr.ArraN PNNfE05rN15N� � LPRYAEDd eKK-PI,EIFD) Z.11 Y9' I COPIEN fu5H1G EDGE i 1 C13EMEN1 wN0U1/wl ,(, weULMIWi G,AA— «wE 3ArYOrI � PANEL O+ERR'vernl—,acnP,UeFlatt r'm.G ' �OfI0i.S�tN19 Ma10.rtnK GPNIDE IIYE1v iGVnWCEUYIl03 N5ULAIK SAWN•INEI.MAl- Ib 1 i ,... p F Si fICJP.ER .♦._ ♦ - __ il1CM PDILN IERIMEIEf eErWFE R0493 7 n, Gpi rEAPMIXID)515'eUi1:5'EazVSUR[ r•. b•'Fw5n flalP.PER✓.^IJDNrrt rEMYG OSlQF+7 1 I\ �\ \ \ \ \ \ I\ '\ \ \ L A! WIr-%KKERILA53Kf't%REEK p. Y 1 r Y I 7 1 Y,f PANEL W£f IVB'AWNRECN SUBPLCgRiW. O.,ErRKE SLAB 1 u�sreEluALrwo3vrRE WEr.z ��oFnai.%calDiuloP3 4-oz z51 f _ 1 �- =- � 1--/-F-!•� WER ewESKuvPKa SFLf.KOlcslve Y<K / 1v.F'auNDA•ra,xNL r � _ _________________ Y` _______-______ ®6ulalro wcnilELlElrc. wMEva rEseru,i NR s<Rr1Er 57 ,a.yya•l¢� I I ""`I S�-' ' _.� i� to FRAMnG srl¢F p "'` .r3 w'LIL37 p F1R51 flaREFL P/Y- : ♦ - _ MEMBre erNENRr F_ - p tER XE P4r(a/9) - G yQ -- - - — ; \/0 ,,,( ^.< -Y,'..,. ' Samra Residence � I ♦r' MAi 101rplfERW£lER 91NEV.:Q ' �Prwxv_wlf._ __,___ _ _._ __— � �� " - 1 1 266 Seapuit Road Barnstable MA •.•.- - O.Fw4TIG51ElF-p /t is I 91%1 iD.7m I p•TJ319ILI • �) _ Zb D..�.3 Wall Sections m p to Si0NE 5rElF \ v'Y105) \l"' SCALE:3/4' = 1'-0' v ,s DATE:12/IL15, ----------------- ' . IF I chi _. . 1 in fmm,G 8r Sir 1 aad 88 I ssachusatts 02110 ' one 617-338-7447 ♦. __-________________ _ 1 f, Typical Wall Section 2P � yp• � Typical Section Through Deck 1 SCALE:1e' PP 1 L 000 O � m - 12/23/15 BUILDING PERMIT SET I s Vz I 1 a vB• I Typ. Exterior Crown CR1 � Typ. Exterior Crown CR2 CK1 SCALEt:1 �^ SCALEI:1 ro �_ � .I 4• i I P 11/4' _'�(4• 113/I@' � IV16• I� I 711W I Exterior Casing CA1 R Ty . Exterior Crown CR3 SCALE I:I ® SCALE i:I j/ I115/IS' I ]15/16• 4• I I I ' m fSohro Nrllileas ac. � m Samra Residence 265 Seapuit Road Barnstable MA m Exterior Profiles --- SCALE 1' = 1'-0• DATE:1222/15 C 15 Broad Slreet assachuseus 02110 ne 61)•3387447 imi 7 Stone Sill M1 Exterior Siding1`s v Exterior Handrail Profile 51 5CA E,:, SCALE 1:1 Iv SCALE 1:1 G® ■ i1'f ' t 1 51/2" LVL'o @ 16"O.C. 0 i r r --- — — - - -- 1� , UU, - 12/23/15 BUILDING PERMIT SET 14x6 m x_ / 1 HVAC Section Through Side Stair 1 1 1 _ __ - Bay Window Detail 51/2" LVL'o @ 16"O.C. 1 d w,1 Foundation Detail @ Structural Post Samra Residence 265 Seapuit Road Barnstable MA �1 � . 1 _ -- _ _ _ _ _ _ _ _ + ��, -h,� ,-,,.••.,,,-, Exterior Details SCALE 11/1'= T-0',3' - 1•-0' 14x6 r DATE:12a2/15 Bread Slree Chusell5 'a 617-338-7441 simile BI7-338-6639 — 5 Foundation Detail Stone Wall scn�e:r ra ' K 1 ' sera..u„eJ (0 I 1 urc-w,ti:�e eva n.,< _ w..wnra rm«e..m v i 0 r I 12/23/15 BUILDING PERMIT SET :I ss r:e.oam Pergola Head Detail 1 G r la z • iew Pergola Head Connection Detail / _ _ 1 1 I � I II Ii II iry 4ua GswlarteA9vd 9«e I I � Pergola Plan Detail - i I 1 I f I 1 ' 3D View Pergola Head Full Projection V scnL:I:o.so ®fa,ahro bNilecu Irc. •�g1�,- ' �YS farOhe ' I I.._- Weeumf✓d Cu4e Ne, I f �.•� �s�.n=era Samra Residence 265 Seapuit Road Barnstable MA A� 1 f p' Exterior Details SCALE:3• = 1'-0'.11/2•= 1'-0'.1:0.36, • x I I DATE:12/22/15 Ca OaA 511aa1 assachusetts 0211 _—•—_—_---__—_—_—_—_---_--_ na 617-338-7447 q; • ----- ----'-___'--------- /� O 3D View Per ola Overall onile 61733E-6639 ;3 i��` li?Y './••9u�..S,se Sane Q S LE:IAA Pergola Section Detail b .p 4 Pe ola Base Detail scuE:r . ,'a 3D Per ola Base Detail l / SG1LE:1' I'V FALM"RD-RTE 28 COASTAL 0'-50' BUFFER ZONE COVERAGE TABLE �l.L"` b / ENGINEERING / / o COMPANY,INC. SUBJECT AREA 260C-hmy Hwy.Od—MA 02653 BUILDINGS,PORCHES 8 DECKS 571 308733.6311 Fu:308.253.6700 3 S.F. HARDSCAPES(PATIOS,POOL.WALLS.TENNIS COURT) 4,4813 S.F. y �p 0'-50•TOTAL BUFFER ZONE COVERAGE 5A52>`S.F. '-Q'•v" ✓ I / A � / _ (NORTH 1 NSF D N LAWN 15,0104 S.F. I / j /I19- y BAY ' L y 50'-100' BUFFER ZONE COVERAGE TABLE / > Y S 78D5'ip^E / BARNSTABLE(OSTERNLlE),MA / • � � ——s3t� s9t auum KEY MAP SUBJECT AREA �_ 70P°`�°°° y NO SCALE /�.�'r l .m 3 18"0O._' EIEV.-♦.rR(RAw 88) ri --X,3\ BUILDINGS,PORCHES 8 DECKS 4,263t S.F. \ '.. _\ PLAN REFERENCES: HARDSCAPES(PATIOS,POOL WALLS,TENNIS COURT) 7,9393 S.F. DAM POND (MAL) »��al / s;6 — �''^ \ ASSESSORS MAP 095, PARCEL004 50'-100•TOTAL BUFFER ZONE COVERAGE 12,202t S.F. L.C.PLAN 5725-H LOT C LAWN 13,8303 S.F. J 1 uNW LC.CTF PAN 5728-0 LOT 1 IVA — sTONE t ,.. 39 �SeMA, - \ I L.C.PLAN 5728-E �.9i 1 FLOOD NOTE ASSESSORS MAP 095 --__---R .�� _ " J.9 4ATE PAnO I . PARCEL oos-ool -jF yAY FLOOD ZONE AE(a 13)AND ZONE AE(a tt)As SHOWN ON FENA FIRM PANG 125001COSNJy VE DULY 16,2014/ P j �8EFFECTI-� —� I ! �✓'". �r 5 - �:�� .� � ®i' DATUM NOTE I I I I � PROPARE /: - i�l / / ` `T� wo /. ") ON THEONO THOAM HEREON ARE BASED \ ; "'. t \ ON THE NORTH AMERICAN VERTICAL Iv x2.s \�'TrMcs � / /�(�{\�.,�, -y ''Y/ q@ ;/� \ \r�,' '` DATUM 1988(NAND 1988) o / / o ra0,��. I ASSESSORS MAP 095 /Q ,.ti`'�`.� } ••'s' Pqr /a pq,u. `[1, \ \a ,n '�� vAAccL 007-00I ZONING: 0."��/ w'`2'9�j645~. Ind(-�W� "Ip¢{ -/Rav r % f% `I I \\ \P" 1 �1-.:�f POOL { ZONE RF \I' r LOT AREA(MIN) 43.560 S.F. It FRONTAGE(MIN) 20 FT. n III LOT WIDTH(MIN) 1z5 Ft. I I �D �o.2 .1��4• l T \ �s 1 \`50'.. �. FRONT SETBACK 30 FT. 3aj �\ \ 4 a y SIDE SETBACK 15 FT. I I / ,J \ \\\ �\ `4 ./ , S .I \ \^- 0\ REAR SETBACK 15 FT. OVERLAY DISTRICT:AP-AQUIFERCOTECDON .` IMPERVIOUS SITE COVERAGE 17,787 S.F. I I OR 20.4% \x!.4 s'�\ . \ d F Y1 , �.: LEGEND .y" .� I ! �axA�V7 1 •"! ,, � . vlZr,,� I� \ \ \ ,;;2 ._ ° ` _`JL BOUND 4 4 ® ELECTRIC METER p 1-4 O /�••'� ! F er l ,� i,," l zror 4r FLAKIER bJ' 1 �� \ems \\ % \ N \ \gypp amPULL BOX ! \ �� CABLE TV BOX y ;;, — I AE«�2� i �� ,t lEL TREE(15^-30'DIA.) i TELEPHONE BOX °' A I / ' O LAND SUBJECT . \ x4.6 J m W TO COASTAL O II / :33 /' �,�,g•.:, / .,4a / STORM FLOWAGE ' \. �� ..1 OF MOAN WA`2� No `` ` SA$ \ EDGE OF WETLAND 5 Vyy] Q 1 / FENCE 3.2 TOP BANK 3 � .7 . \ S \ 12.00' \ \ —10— CONTOUR a 3.5 1�1 1•-1 1' \ \\ / so\,( '( P,11910 .r r}✓ _ — —_ - \ - _ X 4.2 SPOT GRADE =4-' -a3\°r` �i� c°ao," x �_�• U 1 1 28 ` �f 4 x3.3 q\ ,,., `_' i /x-03 \\`I\ \\ 4 C ! / xoa ASSESSORS MAP 095 ►U`4 J - ' C7 ALL EXISTING STRUCTURES (5 TOTAL) PARCEL x3.6 a. :�-;.3 0 X3. / TO BE DEMOLISHED AND DISPOSED OF i\ E x3. ,: OFFSITE. MAIN DWELLING ® AND o �Lj a a7. ps.F.t ` I? 1;1 (2.00�W=) j GUEST HOUSE 0WERE CONSTRUCTED (liv x32 'CIA IN 1920, PER TOWN ASSESSORS. AS NOTED � \ MIDDLE d /oi n POND r _ DRA�wRxo Pnr. �3.a `T % r (TIDAL) CI8236-C3D.rlag �1(`�/1 I /I1L1'('��L,I,IF111/1 /1 12-22-2014 UVi au;rnco By JDM '72 PLAN - i; " , �, J o SKC (s6)1 ue mgoape- ES a]a, PxmscrNo. 08236.00 I �j L w J, \ ' Proposed Garage Buildin ross Square Foote e Basement Unfinished Area:637 GSF 1110 9 1 First Floor Finished Area:910 GSF Second Floor Finished Area:415 GSF l 1 \ Total Proposed Gross Finished Area:1525 GSF \ „�Or i j i Total Proposed Gross Unfinished Area:837 GSF I 1 12/23/I5 BUILDING PERMIT SET 1 O 1 --- — I 1 11 CE va \ nm I SMOKE ETECTORS REVIEWED Nf BARNSTABL BUILDING DEPT. DATE FIRE DEPARTMENT DATE Basement Gara a Buildin BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 1 I - ` Second Floor Garage Building CARBON MONOXIDE ALARMS MUST BE INSTALLED ASSACH PER M USETTS BUIIDIN6 CODI J Li BAR 6 rv�11 row ERA, c/ II ...._._......_.:._..:_.iI._.1..i:__.I_i.:.•_l:u•.:�lli•i:'i1:::i:'(1l1:.ti::'J1i:::;:fI:1'I:ir _--__- - ____ !f l ; j( iI i i ! L ..._... .....:. ............ - - _! - -- - _-- -- --- - .1! Ni .....--.....--------------.. ...--------_-- ---- 4)Catalaro Antliocb In,.-r- "�/ ✓I r r - -_ - - a I REq ROOK - _ _.._....__...__ ra:.a. I ..........................:.:::::::...... — —__- - 3' -- :!i::t:: _._._..... -- Sa- :...:............ ................_..._......_........._...._..__...._. mra Residence i r _.____._..._....._.._......._: I•::;: L., .....;;;;ii; 265 Seapuit Road Barnstable MA I I - - --- --- - ---- ---- - I, Ir 'r ........-- ririi! iii ifi!iiii!i -= _ —_................ L- ---- ----- -J -- ri i::! i•I !ii!`ii`.ifi{!!ii'!:! i i:!:iii y: :r - = -- Garage Building Plans "vl±more II ! I !< I Catalano Architects Inc. 115&ead Seeet j. " e I 60elen,Massachusens 02110 telephone 617-336-7447 I 1 facsimile 617-336{i639 (VY�J G BA 2 First Floor Gara a Buildin Second Floor Garage Building1.1 I_ 4 • i � - _—___._.___.____.___.___._.__. p— __ .. _:-._—:.—:....... ......_............._....._...._...-._._..... —0 2I23/5 BUILDING PEBMR SET...._........._._....... -_......_............._...._............._.. _ .......:......... ................. _ _ _ _ _____ :n0'Iz+PY! ___ a-_o_-c c-c •:c2•.,� '�iy ! •a';T: aesi r,aoe Fn —ru:.`7-.T / `' , � "1��'4`_ iUi•�'"�T•--�,T,TJ _+.-_-r.71'.J.. i oore.rvlG,2.�e�wro I I i� ' I .- ';I� I •��'r.� � -- East Elevation North Elevation _:: ::- ----------------- .......... ---_. - srmwonooem -_ —r =—__ _ I pro ay. .n: :J .�.j._,..rf: _'•.f:_ir.iu ................... p—�_ "" `. __ __ __ •_ __, I p— .�y., lln��77 r,,,, ©®� y ' QCaral MJd—fo Samra Residence r t li LT C•u., R. /-T F 265 Sea uit Road Bamstabla MA y 0. errecrrw'cm —p • • op�'�y ate= __ __ -_ __ _ 1.4 • ® " T r � � s Garage Building i.' pM�L�R2/Gecvo2 _- �t� 1 -e Elevations f r6e1:2.D� .p„ :`s'-c .9oea+si Gntnu m,nm,o 'i err. -.i•T�-ir -M - rrieo. -- SCALE: - — -- — -- — -- — -- —o GATE: U1 Catalano Architects Inc. i 116 B,aad S treet Bm.,Massachusens 02110 telephone 617-338-7447 facsimile 617-3386M 3 South Elevation Wes F 4 t Elevation r G BA _ 2.1 _r I f. �� Ce+rer P° Eon of deekb"^1 151d;e of deck°n P;rtneabb v:flnfe Pre:Poor errd ererxee n-w.racer ro..In.i - o i �4,r1,� q�- I I I w kMer rejel it—� ' proposed Guest House Gross Square Footage 0L 1 �iit �• I — First Floor Finished Area:1,069 GSF \ P eIGNeO Ire �s First Floor Covered Porch:229 GSF Second Floor Finished Area:909 GSF Total Proposed Gross Finished Area:1,996 GSF Total Proposed Gross Unfinished Area:229 GSFr I II t;r: L— DINcINC.ROOM 0 I I E �v z�n- I IIR3/IS BUILDING PERM SET i 1 I GUEST R 5LA5 ELEV.5-W I j i I ca,yr. r r SrrrwdPoOM �, I CLOSEII' � Ell LRI \ d I I I � 1 E I i I i First Floor Guest House 4 Basem_ent Garage Building �r ,a \ REVIEWED SMOKE DETECTORS R .\ r r \ CARBONMONOXIDEA[ARMS K - _---_ — \ MA SAcHrBE1NS'ALL EDPER BAR STABLE BUILDING DEPT. DATE I --— __ USE�SB(Il[D�NOCDDf _QEC `\ FIRE DEPARTMENT DATE uE§r :iEn. I:�° n•:!!iii !i ii!' -- -- - BAT :1i::SS • y G GUEST -- - .... ...... e' A 0. MK1— Eu ! D 00 !!!1! lti. :1:: mCataknmardiitero ln< a _ — _'. :. ......:l, ----•--•- :its — - --- .R: _ : �f .• 'ti ' - \ ':?^!!ii!!!!!!!!i!!!!! --�-...—......____.• _ _ - _ !!;"E:!!•,, ii ! Samra Residence ,3.is :il:• ... ....... ....._......--.._...--._......_._._._.__ .-:••:•:..._._._.__.:::.__._....._._._...: ...,.: ...:;;t..,:'. 266 Seapuit Road Barnstable table mar• - ,,.,I:•I,.::a I::IIi ---=-----------=----•- .....• (,...._=_:::c:c_:_::�cc:c:::ir,:;li: iilll STAIRN L .....::::..:........... .................... •i iii - :- i• or , • :'t7 ili l.!.!'t:'!:::!II_..........._...._....::(::' !I: :!!' I: iiil i!ii:, 4 'G'E5T .... .._....._...._... •..........:.. !!! Ili !t. GUEST + BAT k3 ;F{+Il:'!I:Is:........::......._...._.,;:;ii!1: !IS! Fii:i' - _ �I!! House Plans 'f u ,.a ,:I,......_.............__.....,...i,.,.:l Guest Hous • i I i I: aosLTa3 \ !�„!:ui!;I• ,.,....:,,i!.:..,•....!:' — — - 'r ._ ti _ SCALE:1/4' „ ;1qd .1 iii! 1! ° - - runuuu e ! ,.:;i----_.1c_..._:-----'-:..,::i:::::•::•::::::::;' c:ii iiiiii —_- --- --- F. 12/23/i6 Catalano Architects Inc. Blued Street — ' Boston,Massachusetts 02110 —— telephone 617-338-7447 — Roof Guest House facsimile 617-336.6639 G HA 2 Second Floor Guest House 1.1 4 1 Y - .�fa -P26c--cS:Eiih:n:::v - —...._.._.-....._------ _ ___: ::.::::::::::_::_ -.::c:::::::::::.:._:_: =c—_:== .::::.:... - .. :::::::c::::-::_' iMI5 BUILDING Pi SET :- _ _ _ __ __ _ - _7 �— _ _ _ --- ---__ _:--:: c_ ----- c----- o _ ----::::-::ar:-:: __ — yY ________________________- —o _ __ ______ __________ __ ___ ____ _ -_ __AFmi FM] z ,. --o +dil1.l or,xs, Ti —a rrHn:c:v _ ems_rt. Yrr, -�?-•^ —o .a�cea')c�ssr wuss I • � r '��2''�� West Elevation 2 SCAL:1I<-• ! North Elevation ---------------------- _:___ _ - — _ _-__ _- ______- __ ____ __ __ _- .-:- ------ ... -- .-- ----- -- -- - - - - __ _ - _ = __ --- —_ --- — .... --- — e— - - --- - --_ -- - -- - ...------------- 1-e—-- - -- - ------------------ ---- ------ ------ —, fo•Dv'yii —�- -- _e�F1-9n�fUJ:a rr= [ O_:61C2`_=Ci•:l- -o - �� - — --—' a�j 1f°-�•� � Samra Residence "W ta ILL Guest House Elevations SCALE:1/a• - V-O' °°oi�i.4�rrt— eoo•lu�rn'` >_ .�. , .�'_ _ ^(-a. e.;2(� —o I DATE:IZIW16 Catalano Architects lnc. --- ... � .. .... .. � �� •�-�.� I 1 a Street e - Boston.IMa ssB achusetts 02110 -.�'1 ..-,.: :• ..:� ... - ,:. 1... :... . . .. _..: =�. �. le hone 617 33&7447 �. I 'r =.�Hrxrmo x zMerorw,rm.unr"n;ae vvz w m.�arcxroa...n r, �vv.wnrc.ra;uw ewxu 1e - .nea.orsu•xe� r.ne•w.�nvo.w,rer.w;re � - ra[simile 617-3381 3 South Elevation 4 East"Elevation G HA • Ir 2.1. 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S�/•� •'•'• '•'• •,.'-;4 \4 F F �o Q�1 plQ : ri r j � � _ 4 / . ,n.,.<?d tt ';,:':.,y". ,;`7=!':• W' '• py ?2 ��1� /w• "''B�'r7 ! 4 rr�,:+ ••� ••' o y Fi gig q Ij wits �� •�,J r//r f.► a € y czi1/i,l�! a ffi > cl cn i j n z •!�� a a , 1 , , , , 1 - Q 1 a 14 6 a N is a z n ISM,; � J a o o $ goo ^ rn Cwsul Ensfne g CD.,hm c 2016 - t7 PROJECT — f- ; 2-22•16 ADD ZONING T 1.13-16 NO EA DEVfENSI N HUM MIDM p DAVID SAMBA AND ERICA PEARSON 4° ONS TV o z o A, T 265 SEAPUIT ROAD BARNSTABLE(OSfERVU.0,MA �N 2 S11EEf TITLE 1-11.16 REVISIONS BASED ON BOARD OF HEALTH COMMENTS MID yq t>b n y ~ z z PROPOSED Fty REDUCE BEDROOM COtW FROM B TO 7,RES22 SEWAGE w O 1 1a-16 DISPOSAL PROPOSED WATER SERVICBE& U M)8 S . a 'p SEWAGE DISPOSAL SYSTEM PLAN • REFERENCES. o � z ASSESSORS MAP 095, PARCEL 004 DAM POND `, "' 76-0,-0. N �' (11DAL) ',� / t f 6g't BENCHMARK: 4 z LC. PLAN 5725-H LOT C TOP OF BOUND z L.C. PLAN 5728-D LOT 1 0 16'DD. ELEV.= 4.30 (NAVD 88) o ¢ CTF. #204739 LC. PLAN 5728-E 104 ASSESSORS MAP 095 I WAY / 1~ o PARCEL 005-001 ,/ H- q4 C4 m r- to0 N � a 0 ASSESSORS MAP 095 G~�q 4't PARCEL 007-001 j Lk 54 W l� FOUNDA nON ,J o o w 54'f � T.O.FNDN. �, a T.O.FNDN. EL=13.02 EL.=13.34 �77 RIn yy � T.O.FNDN. ry o EL=12.33 N T.O.FNDN. j Ln EL.=13.36 Q� 3 110'6" FOUNDATIONS SHOWN HEREON ARE N o Q c) q FOR ENCLOSED BUILDINGS. THERE AREADDITIONAL ►+ c^ O p CRETE WALLS FOR LANDSCAPE POUR OSES NOT SHO \ SS)b8. • eU�`Q1AI a a 68 EP l z 12.0o°°;. DFC 0 O AREAT® 5Zo . 16 a 87,010 S.F.f z (2.00 AC.f) /! ASSESSORS MAP 095 1V TO MHW / PARCEL 003 f o 1p, H �,F S �y� tir I HEREBY CERTIFY THAT THE FOUNDATIONS . F- MIDDLE POND SHOWN HEREON ARE LOCATED AS THEY o i (TIDAL) EXISTED ON THE GROUND AS OF 11-22-16. a N f DATE Nov. 30, 20l4 ,� G J O W s-0 _ PLAN t - -- P.L.S 2-0 u 10 0 40 U No. 33002 o ► P r�- j-l10 c" Q C --.--- - 2:9 . .. TO►�,�(� OF BARNSTABLE m ST RAGE 1; LO KERS P 1 / T `P-7 , •- �YbntA/ER&vMI�CF0.AE € , {I�\� I I ( I I n 1 �s SNAREWIQ.Gtltl.9 , rt 1 `i I T/ %2pf,Mffa � KwfD I• -BSI .'4 E]PRAII�QflYlA4rwl , I ..'••V o14 oc il--- I r rDwr oL SiOfAlEfKY3 i C9tMF IRELENAR/E 119NL�M 3 Y i ¢ / T BOAT HOUSE l / I /J/'� i ••Yr..� 12R3/15 BUILDING PERMIT SET i�llR ur_ior.AGE � 1 fl Ii. li t T� I I I I 1� i 0�,� '� ca,DAwe a _ _. ,_...-.,_ _ i f�.—t—._.2N I.K(Ffa OIb OL-t js V 2+Q.L.ct.aNaEN1 YSIOF Floor Plan �oof Plan Roof Framing scAC€i�••. 1'O ra f . ,.tv CNI11lEYEP,/ 3'-U'CAxxlEVFf/ _ . 1 -—..- _u Vr•-_ .� "T UP POST•P PoSi W 1 r K51 U +.+P3L +.M r3l +.+P4 L+P3l , �I �� ` l �Wai pl. rvO316x. vpSi OIL, PON DII.� ♦ -(-,-- O"------ -___ .�_._._._._i2?Ort EENn _---- �f � CU1lYlE OF� T - 11 F I � II Iai udE J�, �- II N: , 1, I eElgw eFFi�aJJ I -_�. <—}- a amJOC.SOlbos. I 1 III 1 .1. i 1, Qc , I ,I ( I �_L I i' •1//rt.s.q eFA �: I I�!o Ija - ? i9 ('II M11W1?JD 5HE/SHwG, , , II I iA - s -I! ..W 3DIO BEAI. RUiu\ —C II I 1 Iran I II I Spl I— xudru _ I =—�_ n.De.»ISISOIe•0 > � ,I SDHOiDSE1YR�, _ I, I 1�1 `� � I_ , I I +•°PXJ' +.+Pal JI +.+P% I�a+/3L I`w+Pal +.a--P.i.3✓t.9 t/t lvF xEADEP. , +a+v3tJ FWt UP ",UP I RTaI W v051 Ur P0a1 Dtl. PQ51 Ott P051 Dtl PAa1 Ox. ..-IPCNnAtKR� / 3'-IrCN11YE,EP/ _ / ` Foundation Plan First Floor Framing Ceiling Framing J aCALE:IIr• 1'O -'} SCALE:1/•• i'O V SCALE:1/I• 1'L• Yb al 1NE1 aN'.w PED CEDN,MARE. Ya'w tAh.SNvx REO CEDN 3HKF. YB•al iAPEI,aAwN IED<ED.AR SHNE, YO'+I TAPER 3NVI1 v,ED CEDN SHAKE. CEf11W7rIE3ENA1W f—E—K CERI •i1 PPE5ErvAiMF(REwIED P2R LEPi:-WirRE3ENAiME IY,EAtEDOVEY CErttIASi P1:E5ErvNNE tREV EDpEr �-CEDK aREA1HEf.OVER GP✓LeaflF- CEDN'aRENNU.O/EI.,;rrLE-aFLF- -CEDK eRENNEP OA:I Y.KF aElf- CEDAR aP.W rtC UTP Y+.KE'3ElF- PDQPFM ADHERED CE NroWNF3;awELD-1,3✓+' / ADIEREDKF AUDwN Es.3HElDO+ER:I —rrEDKE.W—ERSMEVMV Vr �AD.ffrEDKE A:q wNEr ahE1D0.£r Y+• 0 T+. - ' ♦ AIwE W.wE M1vhlVDSXFAixYK. 0 f'�PEM ♦ ♦ RwEGfME R'fw'AVD 51fA1HeG (+P I�M' ♦ _ uARYIEC ADE IIMgJD EHEA1MIKa 0.POOP iEN ♦ ♦ RIIIEC ME RtibJD SxFI.Mwv ' 2+OL M13EAM LLLdER KES D• .�. 2+OZ FLAT BEAU LLL.OVEI CES 2+OL MiSEAM LtLOrER KES °I 2°OLFW SENIItt.pEf.KCS ' P �� ,•g11••�<��` I wNFP.9HKID FOR HGH iEw/ T I�I OWNER SNELD WP.wGx TEMP 'T' �WNEP LD FW HC iFDP IVAFEP.S,EID Fp'NR:+1 tEMP IL�J. ^MRiNEREDIIGw U19UWOx 1 I O r.1AMFXDPK-Ox3UWWH OVFf.1A a PEREDRG10 w3ULNIfAI / CxEv.'KEfED RIW IHUWYMI ®C2Lthro ARhil¢L151R. 0 tA.FLni ROOF t ♦ 0 IA.I RCVF i ♦ / iD.FW ROOF ♦ O IA.Fu1fNF - .r6Yr - n•631+• a'-6 Y.. ____ __" .rb31+• __ �IOOD PLNIE I �.a (W MHE _ OOD M1Nre _ IODD MITE YUA�ti--- -i--�t!� ---------- --:0— � -- �DV3.(•1 I.--- ----- ------------_� �a 5lC1A)—•---- �-------------- ------------' — ~a=3�ltYA'!-I--"=--------- _ ---- A I I L �i A I Samra Residence - 'F E ; o i t 265 Sea uit Road Barnstable MA � i � I I ♦ ei ► � ri t 11 P-T-9 WZSA]9)� ♦ - - - Ql?8 V+E5.+]9)t- O T9 W1,5A]9J 1 - - T9 V+15.+]9 - FwHHC.N)E 1 1 F—C.ME , FUItlHGPADE F:MHWMEI 8..9.31°O) I I I I �.9D-L+O) I I I I •.43Y+/n I I I �931+A) I I I I `\ \ Boat House Drawings ♦ I I `PK e e-DA'.-33'a(O�muI3nEw.••§� I II `_ eonP.aD9 KIII IRIM ,LS'3T00)rn]L♦ 1I1 III `L�`-�-YPRKEER ifaKLtvAAirL 3DlKi3fl C K iP.Iw III III 13'31oa7 wul.♦ III III ��vnEKR IFeCoNNnif SIc h;LG C II1I iYJM -�-3toai nlw.♦>; I 1 \�`'-REP.IMKNi 3I3t0GE 1'.IIIU I 1 C/y SCALE:1/4• - 1-0• nviKWNi O I I I � ATE:5/10/16 u u LJ ED A? . C) C�� S P. CqT no Architects Inc. O Southeast Elevation p Southwest Elevation ( Northwest Elevation q Northeast Elevation � ~ No. 6 <n 115BFoed SIeeI 7 r• 1 8 v• ra rr• i•a I < • 1 n,Massachusetts 02110 �� BOST ti lephone 617.338.7447 �y A W acsimile 617.338.6639 BH 1 . 1 �� ... `� ti;ti/r///��. 17'0?` i 4 i� Y I I i i i j I I - • i ! Hav,11 1 I ! Landscape Arc r � e Land mq . Sa ,aor n 0 I h E ! ^•r d�.�l Dcm' r Pond - , q ......... H^nN1K DESIGN,INC,2:)i6 a a •♦•• r ♦ . .. a AND AL.INr A:ON N Ted cJnAJh ••,•••• • HEREON SPROPRIETARYv• ♦•• It� C�R, ,� v IL • ... .:. Lim P It O f .... .• . .... NO C t.,OR .. I DESIGN, i, rcR3N r!_�£�r h R,�7.PART,BY, r c I PERMISSION Modera4.te ANY METHOD,c� OF ode y .. ... . .. ... . �! 4 l7�OJ i Jb f f r d N , - , Wave .•. i Action , ,1. / . . ♦ S• t a♦v + + E , • ♦ ,a. • ♦a.♦• .. .. Ed e of e .4 • ♦ , f gg .. Im ber Wetland ♦ 4 _�" • ,, i ASSESSORS MAP 0� L r SOS 5 PARCEL eo — ♦ r: o�� 3.5 E x Edge .. WTI ♦. I � of t S one ♦ _r •voos♦o r ♦ e •to ♦ 1 , + vvvv Pe ♦ • .. / r odd . _ R 3.5 .. ♦ ! , ol •s•♦•P ♦'P• •vv a 1 .. + .e. } •vvvv t _ ..at°�vr+s s •vv ....... ... .. + . . . .... ....... .. Date: —r 1 2 /1 i � 4 0 l ♦ ! .. r 1 � I . I r ♦ -ER-Gt7C i 9.83 r I _ t_ 3Wl f Sf 16Z E 1 ee..>,.. <..... AWN 4 5 .. 1 �5 5 A VEGETABLE GAR + i DEN , + � .. CONNECTING WALKWAY TO �, ! _� 96 ClE nt )� t I) ♦ ,. A CESS 1 ,...,..... ....... PARKING ae..»,a. ♦. PATH 1 •• I • 1 + 4.5 R n ' - BEGIN END WALL STEP � .+♦..... ' / , , I 5 PARKING 1 I 1 I I Ja i+<te . . ...• + TO T. < , 0 W, ELEV. 7<0 ! • � - SPACES / s \ 1 r / , .» 13. 3 �.,... ., .. .... HEAT • 9 L ..• ♦<• .. ce a e.o.eo.ea. � � , HEAT PUMPS a e ..,, .e...i,..! 7 / e s ••vvvv _ 6 •.♦• .♦♦ ra I J TAN ` I / A! { • V RE !. li' G WALL 2 , , s v e i f ♦ t 1. s dtib a e /L r . ..., .. •.r - RINSE AREA .• . z,..� ♦ ! a , a , ,-5 e • m� 1of S'oFe ,/ , ® v o• ♦ vv a �17 oad • C v v •� I a ,I .. ..... 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TONE _L 003 ♦ ...... a .,.+. ........ _yQe .,_._.._. _ i REVETMENT.. ....,... 1,7 a................•.R r_.._�..._. 5.8 •si>♦ • < ••♦o ..ter._.._.._..\ _. �.0, \ / + ..... > �< e e ,6• •• •. _.. .. ...<,...•...i.,. ... » ._. _„ _ _ \ ..�,. ._.._.._. r._,._.._.._,._..r.._.. 1_Xt PUTTING GREEN ., ! .. <. ... / � , T ,0 B_ 'REMOVED \ _ _ _,.sue.._..ln._.._. � 9 .<,.a............. / <..........• .,...,..e.. e \ i e ee .a..a.... Msddl e AL .<._.._,,,, •- - EX LAWN _. _ _• _ � .. .. .: .._.. {. . .. . . _.._ _ .._.: _.._. Pond AIL / _ _ • STONE �._.._. _ _ / ; REVETM . �g 'I1� 4 C3 \ .. ♦ �. /"1 n ra !B • NL �' .. - /i iVafi�ald 4i ,Lri 1 I �) . l yy ° � a PATH TOAL _ _.._.,_.. ..r_.._.._.,_. 9 R CPSEn MH tIV ♦ 0 tD O / 7 RETAi�� \ 4 !p ♦ _ dl 5 1 I \ � _ WA I WALL . ING AL Ile Land..........y �., P e as I ti f / . o 40 $p Scale: - • ! SCALE: II -aI � > _ _ 1 J II Base information provided electronically Y , _ Coastal Engineering neenn Company of Orleans, VA_ —__.. and Catalano Architects of Boston MA � j T, T, —Noma OAS GN rALCULA 77ONS.� Owu RD Rt 26 c "TAL ,GE vrl 11 1. T,�, '';: � 'I'-�__ 't�; LEGEND NERAL'.:: CONSTRUCROWNOTES, ESI 1 11 1 : ', , : I ��,j "1, - - i 1. 1. 1 IT_ 1, FOR MORE IINFOT RMATION 'REGARDING EXISTING CONDITIONS, RESOURCE EXISTING COND S,& POP_ NG GARBAGE GRINDERS ARE� NOT ALLOWED WITH THIS DESIGN. DESIGN FLOV. PROPOSED 7 BEDROOMS AT,110 GAL PER DAY PER BEDROOM 770 GPD N ..AREA DELINEATION��& BUFFER IONE COVERAGES SEE PLANS BY COASTAL G' INEEld 70 X-30OX-= 1 0 L! � T , I GALL.ON USE 2,500 GALLON TWO COMPARTMENT H 20'SEPIC TANK: . ITION 31 ENGINEERING COMPANY,TTITLED,,;SHEET C2.0.1 o2) THE]NSTALILER ISTOESOONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE 'RESOURCE AREA', ELINEATION-PLAN 4 EET b2.1.1 PLAN SHOWING 'A 48'L 22W PERC�'RITE DRIP DISPERSAL FIELD CAN LEACHI: BOUND T x j INC DISPOSAL SYSTEMARE DESIGNED NTH SUFFICIENT STRENGTH:70 SUSTAIN ALL LOADS CONTOUR C 6MPANY TO BE IMPOSED' bN THEM. ANY COMPONENT OF THE SYSTEM SUBJECT'TO'VEHICULAR ROPOSED SITE.IMPROVEMENTS . REFER TO WILKINSON ECOLOGICAL DESIGN & 0.74 0PD/SF �78`ItPD �Vt 22') -20U Uran erry HW�. MCULa, V2 53 ' 'HA THEIR bETAIL::�WITHIN VEGETATED AREAS TREE b i�� 6 Wk DESIGN PLANS�FOR FUR DG OF VEGETATION TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. �H-20 NEEL E +5.0 SPOT GRADE ..508.255.6511 Fax:508,255.6700 'REMOVAL,,:,PLANTING PLANS�& SPECIFICATIONS.,,.FOR MORE.DETAIL ON BUILDING LOADS. 'SEE.PLANS BY�CATALAN ARCHITECTS. VMENSIONS �ANII,4100R LAYOUT 0 Ab :,J 0: EDGE WETLAND/MARtH 3) , :PRIOR TO SETTING ANY'SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL INSTALL: OINE,( I QL x 22W.PERC RITE DRIP 'FIELD Vt:= 781 GPD >. 770 GPD REQ'D. m m. LIMIT OF WORK/ Y1,16 ��61 VERIFY:,EXISTING�CONDITIONS, INCLUDING ELEVATIONS OF:fXIT,INVERTS AND REPORT Ir c : , 1, 1",1, .11 SEDIMENTATION BARRIER i, 0 6ALLo'N Two compAkTMENT'StPlIC'lANK (H-20) 'ANY DISCREPANCIES TO THE DESIGN ENGINEER. 7-10 �C NTOUR GALLON PUM ONE 1 PT.C:HAM8ER (H 4) ALL,�GRAVITY, SEWER 'PIPE SHALL� BE,4 ,DIA. SCH 40 PVC UNLESS:OTHERWISE:NOTED CLEAN OUT C.O. THE MINIMUM SLOPE OF 4 Dik scH 40 PVC SHALL BE 0.01 'FT/FT. x �.2� 7OT:0RADE PUIT NORTH RD :5) NO PART OF THIS,DESIGN SHALL BE ALTERED WITHOUT.PRIOR APPROVAL FROM THE O.P. ORNAMENTAL PLANTINGS O.A tlA 0 WATER SERVICE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS 1 22"0 (DIA)JO'OAK -:NO,TE ,FOR CHANGES SHALL BE MADE' IN WRITING PRIOR TO CONSTRUCTION. LOCUST 6)' THE USE'OF ALTERNATE MANUFACTURERS' FOR SYSTEM COMPONENTS SHALL NOT BE :REMOVE TOPSOIL-AND UNSUITABLE.MATERIAL WITHIN 1' OF' 'THE DRIP (DIA) APPROVED IF,THE USE OF THEIR EQUIPMENT REQUIRES CHANGES"IN,DESIGN. DISPERSAL FIELD,DOWN TO THE,"B �SAND HORIZON (As SH004 IN ;� BARNSTABLE (OSTERVILLE), MIA (DIA) EDAR THE INSTALLER SHALL ASCERTAIN THE 'LOCATION OF EXISTING UNDERGROUND :.:801L L6dS.)':. REPLACE WITH S' ND FILL LEVATION .0± IN k 'TO E ' UTILITIES PRIOR:,TO EXCAVATION, AND SHALL PROTECT U11LI11ES WITHIN THE WORK E WITH, NOTE #10., DAbf POND KEY"MAP s 121VT 76 905 AREA DURING'CONSTRUCTION. (DIA)*,MISC. TREE z NO CALE 10, 8) -.THE EXISTING SEWAGE DISPOSAL�SYSTEM (INCLUDING CESSPOOLS) SHALL.BE PUMPED, 69',4 A 4 �:FILLED WITH'SAND, AND,ABANDONED; OR �SHALL.BE REMOVED -�WITH SURROUNDING, PPROXIMATE LOCATION OF , CONTAMINATED SOILS'AND BACKFILLED NTH CLEAN COARSE SAND., 92- EXISTING SEWAGE'DISPOSAL:SYSTEM 16,00 PER PLAN ON FILE WITH THE 9) ��ALL SYSTEM COMPONENTS SHALL BE MARKED, NTH MAGNETIC MARKING TAPE:OR A EWES. ,'.7 ,PLAN REFER � 'COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. BARNSTABLE BOARD OF'HEALTH PARCEL 004 0 , ASSESSORS MAP,095, W41 5 25-H LO C L C.'PLAN ffER AND OTHER DELETERIOUS MATERIALS.'THE SAND 10) FILL.MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR 61 . :,'SAND, FREE OF ORGANIC MA bl. �11 S -BE GRADED SUCH THATi NOT,MORE THAN 45%.OF THE SAMPLE, BY WEIGHT, ALL WATER. FIXTURES TO BE,WATERJESTED',BY CONTRACTOR TO 7 HALL SHALL BE RETAINED ON THE #4 SIE VERIFY ALL SEWER EXIT LOCATIONS PRIORJO INSTALLATION OF NCHMARK:, L.C. PLAN 5728, D LOT 1 VE. THE FILL,,SHALL "NOT CONTAIN ANY MATERIAL P OF:BOUND .LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE SIEVE SHALL MEET ANYISYSTEM COMPONENTS. CTF.� #204739 :lKlAkln Q u ELEV,=' :4.14 THE,FOLLOWING GRADATION REQUIREMENTS: PLAN 5728 X1 0 TNO TE.- RUUD` SIEVE PERCENT SIZE PASSING 6F' 4 100% FLOODION't AE�,�(U`13) A D 3.V ..... . N OX-20% % _;,� I . * * * ' VARIANw".j 50 -100 ZONE AE (EL_12) AS HOWN 0 00 S FEMA FIRM P 15.000 IT ANEL :#25001CO544J O%_5% MAP 095 "121op EFFECTIVE JULY16, 2014 401 PARCEL 005 MINIMUM 3ETBACK,REQUIREMENTS RAVEL 00 DA TUM�'NO TE. 0 SEPTIC TANK LESS THAN 26 FROM COASTAL BANK D?IVE 7- '(25' VARIANCE REQUES ...... a TED) ELEVATIONS SHOWN HEREON ARE BASED PUMP CHAMBER LESS THAN 25' FROM COASTAL BANK 7 ON THE,NORTH AMERICAN VERTICAL 4* DIA Sum 40,PVC (25' VARIANCE.REQUESTED) DAtm' 19881(NAVD 1988) SOIL ABSORPTION SYSTEM LESS THAW50' FROM COASTAL BANK c c INV. OUT=8.3'± Lvi S=2.3%' VARIANCE REQUESTED)(50 ZONING. X 2.5 ALL�:,LXISTING ;+� M , : AH, ZONE- RF..161 'BARNSTABLE BOARD OF HEALTH REGULA11ONS T DEMOLISHED W SEAL INV."IN (NE)v:8.1'± LOT�AREA 3,560, F s '360 1 SETBACK REQUIREMENTS: (MIN REMOVED 7.9'± < ; E (TYP) FRONTAGE (MIN) .20 FT. OSER 4* Dik,XH,40 LEACHING FACILITY LESS THAN 100 FROM MARSH LOT,WIDTHT'(MIN) �� 125 FT. RGOLA INV. OUI=7.8-± (21' VARIANCE' REQUESTED) FRONT SETBACK �30 FT. bi351 , ;,� �:L" SEPTIC LESS THAN'100' M DEP, COASTAL BANK SIDE 15 FT REQUESTED UIA. ZIUM 0 PVC VARIANC REAR'SETB� 15 4 (100' �35 FT. 100' TO DEP COASTAL BANK MHW.SETBACK +1 PUMP, CHAMBER LESS THAN., 0 00, VARIANCE REQUESTED)LEACHING FACILITY LESS THAN 100' TO DEP COASTALBANK (100' VARIAN T OVERLAY STRICTS --SSORS MAP 095 AQUIFER PROTECTION OVERLAY DISTRICT 007 _001 PROPOSED APRROX. LOCA110N 'PARCEL 2,500 GALLON EX' SEWAGE DIS POSAL 'RESOURCE PROTECTION 'OVERLAY DISTRICT SY I JIL PUMP CHAMBER RROX.,LOCATION ' .................. T:FO"R' PONtSSET EX `SEWAGE DISPOSA RSH D LLUN ESTUARINETVATE ;YSTEM (SEE NOTE,B) BAY, THREE BAYS, RUSHY MARSH AND CENTERVILLE::RIVER PROPOSED HYDRAULIC 14*C imp IERVIOUS SI : COVE AGE 0 TE R -20.2% �W 7 -OPOSED 10 LOCATION OF EXISTING SHED AND3CA"l .N07E. To OF REFER WILKINSON ECOLOGICAL DESIGN & FOR \J' HAW DESIGN PLANS FURTHER'DETAIL -ZONE AE (EL 1z) 4",DIA, TSCH',40 P WITHIN VEGETATED REMOVAL 7 ZONE.AE (EL 13) PLANTING:PLANS * SPECIFICATIONS' *Ln PROPOSED Lo Alt AVP x TOP�OF TO MIT STORM S.2 COA�TAL BANK IKIUK JU N WATER POLLUTION PREVENTION PLAN :rA *c AREA START OF CONSTRUCTION. EROSION AND 0 X4.5 s MUST�BE SUBMITTED EDIMENTATION CONTROL PLAN JW TO ENGINEER TFOR AND 'APPROVAL. OPOSED LJAPRROX.:LOCATIO x N Z4)Gt JEX. SEWAGE'DISPOSAL STONE JERRACE -0,3 o X2, PRbPOS SYTEM (SEE 4 EDGE PROPOSED DRIP DISPERSAL P ASSESSORS MA 095 FIELD SEE�SHEET C2.0 AND X16, PARCEL003 W3.0 .7y Z\* �Joqt C2.4.2 FOi SYSTEM �DETAILS MIDDLE.;POND 0 AREA 37 jC 40 'AV 87,010 S.F.:t CL 7 ING COMPLIANCE TA ZON IDLE U TO 'MHW RODCA OU TOP-OF RESIDENCE F ELEV. 4 4d (NAVD 18) ONING DISTRICT.- -1 DIS'RICT 3 0 A 095 SINGLE-FAMILY, RE SIDEN11AL ,DWEWNG RCEL` 104 ell SCALE 2" X 2* X 3! WOODEN Xl� As :STAKE 10' ON CENTER DRAWING FILE SUBJECT REQUIRED EXIS'RNG,L. PROPOSED �MAX -0.4 -1.4 ;C18236.0D-PLAN 8 6v�'r,: DATE 0 43,560± S.F. 81,010±,,S . 23 2915' T ,-NO CHANGELL TAREA INSPECTION NOTE .12' FILTREXX SILTSOXX 'FT.: DRAWN BY TTHE STATE,ENVIRONMENTAL CODE, TITLE 5,,REQUIRES INSPECTION LOT FRONTAGE 20 FT. 235.08± NO CHANGE (S) OR QUIVALENT 4 SR OF,-:THE�'SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. %COE CHE,CKED BY LOT WIDTH 125 FT. 256.4 FT. NO CHAN INSTALLATION CONTRACTOR UST,NOTIFY THE ENGINEER FICUK IU IML blAK[ Ut INbIALLAIIUN tVK UlbUUZ0lVN UN AREAJO PROTECTED FRONT YARD SETBACK 301FT. 56.0± FT. 36± FT. (SHED) INSffSjo& 3p ABA 'S 401�Ft. '(PbOL:C' NA) IDE/REAR YA 15 FT. 29.0±,L F1 X& PLAN,: -20 u 0 NOTE: JHE INFORMATION HEREON HAS 8 145 'A R TLOT, OVERAGE 20% MAX OF LOT AREA 12, 99± �S.F IIC== '::': 1 6'' ' L �l I cz 30 FT. BUILDING HEIGHT MAX 3o FT. OR 2.5 STORIES SEE ARCHITECTURAL 20 ,, , 10 E ------------ iTHE REQUIREMENTS OlFr TITLE 5 OF THE.STATE ENVIRONMENTAL NO CHANGE CODE FOR SUBSURFACE DISPOSAL OF SANITARY 'SEWAGE AND' , I I L T LESS THA HAPE OR N 22 .31L LSOXX SIL T BA RRIER DETA IL I ihch 20 LOCAL OARD ,OF HEALTH REGULATIONS. B Ts OF TJ NOT TO SCALE WATER) -�'DOE� INCLLIDE E)OSTING'STE FlEATURElS .TO REMAIN UNOiANGED T NOTIt. mm (THIS AREA IS SERVED:BY TOWN (EASTING PIER, REVETMENT, 71MBER BRIDGE AND WALLS.) PROJECTNO., -- -------- �p /��ry CALCULATIONS FALMOUTH Ro - RTE 28 COASTAL GENERAL CONS I I�T Ulu 11ON NOTES DESIGN I�ALI�ULA TIONS WM FOR MORE`INFORMATICN REGARDING EXISTING CONDITIONS, RESOURCE LEGEND AREA DELINEATION & BUFFER"ZONE COVERAGES SEEPLANS BY COASTAL 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. DESIGN FLOW: PROPOSED 7 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 770 GPD =° ENGINEERING' ENGINEERING COMPANY TITLED "SHEET C2.0:1 EXISTING CONDITIONS & �S 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE 770 GPD X 300% = 2,310 GALLONS - USE 2,500 GALLON TWO COMPARTMENT H-20 SEPTIC TANK „ „ N -RESOURCE AREA DELINEATION PLAN & SHEET C2.1.1 - PLAN SHOWING ■ BOUND ..� DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS A 48 L x 22 W PERC-RITE DRIP DISPERSAL FIELD CAN LEACH: COMPANY, INC TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR PROPOSED SITE IMPROVEMENTS . REFER TO WILKINSON ECOLOGICAL DESIGN & 5 CONTOUR 5 Vt _ (48' x 22') x 0.74 GPD/SF = 781 GPD " - -�// TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL HAWK DESIGN PLANS'FOR FURTHER DETAIL WITHIN VEGETATED AREAS, TREE EDGE OF VEGETATION +5.0 SPOT GRADE / r ( eUM�°S 260 Cranberry Hwy,Orleans,MA 02653 LOADS. REMOVAL, 'PLANTING PLANS $ SPECIFICATIONS. FOR MORE DETAIL ON BUILDING �� Rw 508.255.6511 Fax:508.255.6700 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL DIMENSIONS AND FLOOR LAYOUT-SEE PLANS BY CATALANO ARCHITECTS. r � � 1 INSTALL: ONE ( 1 ):- 481 x 22'W PERC-RITE DRIP DISPERSAL FIELD Vt = 781 GPD > 770 GPD REQ'D. EDGE OF WETLAND/MARSH LIMIT OF WORK/ VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ONE ( 1 ') - 2,500 GALLON TWO COMPARTMENT SEPTIC TANK (H-20) SEDIMENTATION BARRIER �( r ANY DISCREPANCIES TO THE DESIGN ENGINEER. _ _10 CONTOUR < 4) ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE NOTED, il m " ONE ( 1 ) 2,500 GALLON PUMP CHAMBER (H-20) ( oa �,' CLEAN OUT THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. - ° X 4.2 SPOT GRADE C.O.CO �� SEAPUIT -9y 5) NO DESIGN RT OF ENGINEERSANDSiGN SHALLTHE AGENT OF ALTERED LOCA BOARD PRIOR HEALTH VALLAL FROM REQU Sly m _ �� , " O.P. ORNAMENTAL PLANTINGS ( ,i NORTH BAY\ RD sk SOIL REMOVAL. NOTE � . 22 0 (DIA) OAK � , � � FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. / " w ` WATER SERVICE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 1 OF THE DRIP J 101 (DIA)„ LOCUST APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. DISPERSAL FIELD DOWN "` TO THE B" SAND HORIZON (AS SHOWN IN BARNSTABLE (OSTERVILLE), MA 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND SOIL LOGS.) REPLACE WITH SAND FILL TO ELEVATION 8.0t IN _ i c (DIA) CEDAR tn z UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORKcn ACCORDANCE WITH NOTE #10. DAM POND `� KEY MAP ' w w AREA DURING CONSTRUCTION. S 76 I?"err (DIA)" MISC. TREE O �' U 8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE PUMPED, �� - ps 1 p" E NO SCALE z O FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED WITH SURROUNDING / -- .-: ': .. ; 'f.. 6g' v v ��,...-, t � APPROXIMATE LOCATION OF CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. , : `',' : � :. '. 14.g _., -�_'J EXISTING SEWAGE DISPOSAL SYSTEM w 9 ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A . . PLAN � o 2� 3�16,pp�_. PER PLAN ON FILE WITH THE REFERENCES: � � COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. _" ,- I` 7' ° °' w : • • • ` . ` • • Y� o BARNSTABLE BOARD OF HEALTH o cn � U 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR ASSESSORS MAP:,095 PARCEL.004 v , •. • • • • :, ... w 5 ., O 2 NOTE• ,; SAND, FREE OF ORGANIC-MATTER AND"OTHER DELETERIOUS MATERIALS.. THE`SAND .. • K.• • • • • z o ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO - , 'e _. O O w SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, ► `+- + • • • ...: :..'\ L.C. PLAN 5725-H LOT C tn SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL VERIFY ALL SEWER EXIT LOCATIONS PRIOR TO INSTALLATION OF c� ;::, •": ,Y : ., '` BENCHMARK: L.C. PLAN 5728-D LOT 1 ANY SYSTEM COMPONENTS. ,. + • • • • • • • • • • q Z O LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE 4 SIEVE SHALL MEET .J J` •= • • • • • • • • TOP OF BOUND CV. #204739 w O # , THE FOLLOWING GRADATION REQUIREMENTS: + + + + + + _ Z �� x .,� �,..-- , .�� .�► � • ,: ELEV.- 4.14 (NAND 88) a � O o U � ��\ ' / • • • • • • • * L.C. PLAN 5728-E q A WW , � - ^ E'' gym.. • � • • • • • • • • + • + • • •,�,• • • + • • • • �„��, � cn sizEE PASSING - ...N. .,^. ., � -• '' FLOOD NOTE: z o .. OA: . . -.��-- _,� -- _ `� �__ .. .-�. __'� ,•*.' .^;,.:':...: .:.. '.:� r----- , . . ^� ..�.� .�� • • • • • • • . ' ,.. .�� ..:.. _ , , FLOOD ZONE AE (EL 13) AND q 50 10� 100� _ _, .. _,. �_. _ --�-y- -- :::. ••:' .• VARIANCES q 1140 _ -._ - _.. - ::.;., ... I ^ ,� �� '•. : ZONE AE EL 12 'AS SHOWN ON U a 100 0% 20� � �•�• Y • • • asA - ,:7... _. _ - - TM FEMA FIRM PANEL 25001 C0544J 200 0% 5� - , .� � _ ., . _ c . . . ... ..,, ; .-. . , ,. . �`� 310 CM R 15.000 TITLE 5) # ASSESSORS MAP 095 - _ M : - , .-w. .�. O ��,: �-�'' t _ EFFECTIVE..•. . ^. '^,^ LILY 1 2014 PARCEL05 001 -w .� . .,. , . .,, .... .•, , ...,. _.._ ._ - _�:.� ,•r�."1� • • • • 6, ,r , A i yam,/p7 -� J r� .. .. . . .. . .... .�-- .. .., ...,. .., � / GRAVEL 15.211 MINIMUM SETBACK REQUIREMENTS:, . .. .DRIVE _ _ " .^: •. � _� tsa r.. ., �', SEPTIC TANK. LESS THAN COASTAL BANK DATUM NOTE. ,�. � 4• �""' 25 FROM. w 5 • • .:._... ,� � 25 VARIANCE REQUESTED' �:' I • r �,. b ...�...A, s.. _ �._ __ T .• ,.. ,.:•:,;. ... .; ::,.,..:�:.•.:•., .;:,•.':<�:...:�.; <..,• _ ELEVATIONS SHOWN HEREON ARE BASED 4 DIA. SCH 40 PVC s• ... o .-. „ \ PUMP CHAMBER LESS THAN 25' FROM COASTAL BANK - ....►--'� _w c s c e f , s �..1 - __ a_ :.:::" : ',:. ` . ON THE`NORTH AMERICAN VERTICAL "ersc s INV. OUT 8.3t a r eC ;...,... ., .::"a,;.':<: .,...••.•,' ::'':: (25 VARIANCE REQUESTED) N M - - N �' O> '` ;, DATUM 1988 NAVD 1988 N `t A- - x �,. �,�r_ , :,. - SOIL ABSORPTION SYSTEM ,LESS THAN 50 FROM COASTAL BANK ( ) P�: L-1 o t, S-2.3� f .,.... , `�� .; w� N 6 % 10"C r '<'�� ;� ::: °� / .,,.., :. ry'u °>~ ;�• 50 VARIANCE REQUESTED) I � I , RE ^ _r. "` . Q S1ED } . ::: .,. ,► ,:, ,.: ,.. ., ,. his,/ w - ALL EXISTING .. STD. 4 .DIA. MH . .,.. ,. <. ,. : , o ,:..,.., -, s . : x !' :,�. , '; r� �1• M N x 1 BUILDINGS TO o � INN. IN _SW -$.1 t � .':. :..... H" ,�, , ,, ZONE: F 1 O 4 '�& TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS E• R z q " INV. N (NE)=8.1 - . BE DEMOLISHED x INV. OUT {SE)=7.9't k• O / -° -AND REMOVED x : '. ;'.:t c� LOT AREA MIN 43,560 S.F. SEAL / o ,.:,.: ,..,x.. ,, � ,:�:�•. • o,�C• �4 '�,,,: � . � ':.;•".,.; 4 ; . '. .,, � : ; � 360-1 SETBACK REQUIREMENTS:' � f,•. ,+.: �.�: . *±, " OFF SITE (TYP.) „` FRONTAGE (MIN) 20 FT. PROPOSED O 4 DIA. 'SCH 40 PVC ) >.." :6 - < .r OQ d" P + _I 1 LEACHING FACILITY LESS THAN` 100, FROM MARSH O _ 56 f r LOT WIDTH (MIN) 125 FT. REQUESTED) , ( ,.' FRONT SETBACK 30 FT. •� .:..':.�J.. , ,�.. .x I � ,.. 21 VARIANCE ' M / ,:.., �' L 35.3 t, S 2.29� pR - SEPTIC TANK LESS THAN 100 TO.DEP COASTAL BANK ( r n A +: Op Np 1, SIDE SETBACK 15 FT. Ir, " ; r :� OS � � WETLA Ey 4 DIA. SCH 40 PVC sr+ F� z � DCE OF U � .: � ., WF � 50 TO E ^ , .. } (100 VARIANCE REQUESTED).:. . REAR,SETBACK 15 FT. 54 t INV OUT=9.0 t - .� i y +10.0 ; _ q , � _ � ,.� � ,9, .. . � � 0 � PUMP CHAMBER LESS THAN 100 ,TO DEP COASTAL BANK MHW SETBACK. .35 FT. _ _ , S :, w w L-13 t, S-2.07� . � : � � c :�. ' ,,. .5;. ,µ., . �- 1 100 VARIANCE REQUESTE LEACHING FACILITY L S 1 �� o J 3 0 .... ..: ES THAN oO, TO DEP COASTAL BANK _ OVERLAY,D _ .. 100 VARIANCE E E R QUESTED �. SESSO ,.MAP � _ ), AQUIFER PROTECTION OVERLAY DISTRICT 4 .. m.' . ... . APRROX LOCA11 ON P CE 7. 001 2,500 GALLON >� P2,R5O0P0O SGEADL LON .� F^� SEWA .., -- AGE DISPOSAL"L . �:.. � - � ,. '. ^,..,:,,.�,•.. - _- RESOURCE PROTECTION OVERLAY DISTRICT T10N SYIEM (SEE NOTE 8) TPUMP CHAMB LO A1 GE DISPOSAL I c : .. . ... . _ 0 ITT: K ..•, ,�,: ,, .,- ,, „v . � � ESTUARINE WATERSHED FOR POPPONESSET SEE NOTE 8 e� � a.a �- _ ,,Et SEPTIC TANK ( ) ! • B � � ,•' , kPq � � ..� .;. '� s.,.. � 4 � � THREE BAYS .RUSHY. BA ;TH H AND MARS a ` - ,^ :.,,. •P � �, '� ..:.•,,.. . . CENTERVILLE RIVER ' >� 1 •� h PROPOSED .. , :•',•^.,.� � ,- 36 � �g ✓ e J#4 HYDRAULIC . . o " �Qc,, .,:..., ,: , , ,m: 0, �„ a „^ � ". l . .. 0 UNIT , f � r: P, is o � a t' >E/-+ e P Wc - _ x IMPERVIOUS SITE COVERAGE 17603 S.F. �/ f - `' >R ;;w ; • , �.- C OR 20.2% P4 + .. PROPOSED �o A RELOCATION OFLANDSCAPE EXISTING ' y �u.. SHED s • / / • Vic. 4 OS� 56 S i a „ .o �. REFER TO WILKINSON ECOLOGICAL DESIGN & w / / + • 4" DIA. SCH 40 PVC A u .. .� _y ZONE AE (EL 12) HAWK DESIGN PLANS FOR FURTHER DETAIL E� � °� � � -" --- -� � " _ � ,� •^ : 1 WITHIN VEGETATED AREAS TREE REMOVAL U (` / • • • INV. OUT=9.8't ZONE AE (EL 13 r . ,. . PLANTING PLANS & SPECIFICATIONS. ' 1 L=88 t, S=2.0% o „ Nr I � s"c ' • • • w I Q ( 4 P \ m« �' O PROPOSED _ , 1 �1 f • . + + ��OJ� O. ' 1 I -i 6 5 41 0� �" 8 WATER SERVICE5 / II � � � .`�� •�, � �.._�l� (TYP.) 2 0858� „ .. / 1 TOP Of COASTAL BANK / / A xa"5 + SITE CONTRACTOR �.Z SUBMIT STORM �m LAWN w 1 t 5 ,9 • --� r WATER POLLUTION PREVENTION PLAN PRIOR TO � ./' • *1 r^ ;, � ' ' '` �.. .. ��__ `'• ,;: ` ,AREA 24 o �. � � + ac - �� ". �� .�.�.� _..,. ��'._ � _s� .__. <..--�... .,,� ,�� t� �. � s,.:.. START OF CONSTRUCTION. EROSION AND 1 P. X4.5r .__. .._, -- ,_,y y,�.. `` ::."'' � `.. SEDIMENTATIONCONTROL PLAN ~ PROPOSED .� ,` ,, -� �`'� , tih'` ` TR LA MUST BE SUBMITTED O• WALKWAY __.. : -r -1.1 PROPOSED `� y �. :,...., TO ENGINEER FOR REVIEW AND APPROVAL. i _.- FAPX. LOCATION `� _ >, .- xSTONE TERRACE -0.3 X2.8WAGE DISPOSAL -. ._ - ' 11 p�(SEE NOTE 8) 14 . . • PROPOSED EDGE w so =' PROPOSED DRIP IDISPERSAL xo' , I v • • OF LAWN: (TYP.) �a,.. f; . ASSESSORS MAP 095 _ µ f FIELD-, SHEET C2.4.1 AND ►...� . . x3,6 °� 8"� , ' MIDDLE POND PARCEL 003 , ,o • ,_,... y C2.4.2'FOR<.SYSTEM DETAILS ^� . . • �T & - >:. a ^ .. AREA , . . 1�AL 1 ' tz 87,010 S.F.t f- _, �9 �• • • • . x (2.00 Ac.t) - /f BENCHMARK:_ „_.:, ZONING COMPLIANCE TABLE " P TOP OF RODCAP; U C~ \ + + 12" • z TO MHW - f-n � � '' X11 - ELEV.= 4.4s (NAND :88) ZONING DISTRICT: RESIDENCE F-1' DISTRICT ASSESSORS MAP: 095 0 w . : `� �; , �' ° • • • �o� • • • .� �� f USE: SINGLE-FAMILY RESIDENTIAL DWELLING PARCEL: 004 N �,. • Orr Q O� • . ( l t G� ,f 2 X 2 X 3 WOODEN p • • • • B �? • x3,3 ,� "� °�°` 'i AS NOTED STAKE 10' ON CENTER `M �- '�S. • • • y _.. - `' SCALE �, • • • SUBJECT REQUIRED EXISTING PROPOSED DRAWING FILE (MAX.) x '�` ti ' • • • �� "° i'�' -1.a C18236-C3D-PLAN B.dwg _ �� • • ,; • • • • • ` ' INSPECTION NOTE N � � m •� -�" ' , `r', + -- � - f,°° LOT AREA 43,560t S.F. 87,010t S.F.` NO CHANGE DATE .,12" FILTREXX SILTSOXX -- 2 w OR EQUIVALENT ` . `: :`�,► 4 • ` • ` . ` • ` •eC f;' �� THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) LOT FRONTAGE 20 FT. 235.08t FT. NO CHANGE DRAWN BY ✓ OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. SRK • • •, • • • • ,�ca. • h• ,•/ CHECKED BY E --► t f INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER LOT WIDTH 125 FT. 256.4t FT. NO CHANGE SLOP ,��w,. � ,, �r- �. ♦ •^•:.,,�'� • • • ♦ :,�� `� rPRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON AREA TO BE • • • • • b y t , PROTECTED ,.�, [fir ,,;,- • • + • *1 1 • . ,r-` '�'` FRONT YARD SETBACK 30 FT. 56.Ot FT. 36t FT. SHED o 3 :�,• ,. + + 3 c REQUIRED INSPECTIONS. (SHED) N > ~, a � ' ,•;; x3, /' PLAN SIDE/REAR YARD SETBACK 15.FT. 29.0t FT. 40t FT. (POOL CABANA) � : . 4Cw � 20 10 0 20 U BUILDING HEIGHT 30 FT. MAX 30 FT. OR 2.5 STORIES SEE ARCHITECTURAL 60 c - • • • + +-,,, � �-,: • • • _ : NOTE. U J o,o �° °r �'• THE'INFORMATION HEREON ,HAS BEEN PREPARED:A000RDING TO LOT COVERAGE t •1*4 THE REQUIREMENTS OF TITLE-5 OF THE STATE ENVIRONMENTAL' 209� MAX''OF LOT AREA 12,599 S.F. (14.5� 8,789t S.F, (10.1%) g " _ ' '- CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND SILTSOXX SILT BARRIER DETAIL - r1x / i-inch - 20 it. SHAPE FACTOR LESS THAN 22 18.8 NO CHANGE 8 • ;` `., �` - LOCAL BOARD OF HEALTH REGULATIONS. t NOT TO SCALE * w 1 OF SHEETS (THIS AREA IS SERVED BY TOWN WATER) NOTE: DOES RU INCLUDE EXISTING SITE FEATURES TO REMAIN UNCHANGED ":. X-1,2 (EXISTING PIER, REVETMENT, TIMBER BRIDGE AND WALLS.) 2 PROJECT NO. C18236.00 - _.----