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HomeMy WebLinkAbout0089 WAQUOIT ROAD .e I _ r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 Parcel ' Tli® ti Health Division at su d Le �I Conservation Division (� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board `dI ION Historic - OKH _ Preservation/Hyannis Project Street Address1 Village 6 11/i T, Owner I/C ey I l Address Telephone 60 Permit Request — JcA 21 ?_V J 6-Le 4 -LA f Sea CW Ild& Li i /AJC 1P4"C!" r hoy) f' ft -ro �C(4yy) ��m Square feet: 1 st floor: existing q6O proposed �3 Z 2nd floor: existing grab proposed Q Total new Z Zoning District Flood Plain Z4JC c Groundwater Overlay I Project Valuation OOU Construction Type�� Lot Size 6"y G Grandfathered: ❑Yes O"No If yes, attach supporting documentation. Dwelling Type: Single Family C Two Family ❑ Multi-Family (# Age of Existing Structure 6`)Z Historic House: ❑Yes Old Kin 's Highway: ❑Yes ®'No g 9 9 Basement Type: UIFFull ❑ 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 0 new Total Room Count (not including baths): existing 6 new First Floor Room Count Heat Type and Fuel: &Gas ❑Oil ❑ Electric ❑Other h � Central Air: 0 Yes No Fireplaces: Existing I New, — Existing wood/coal stove: ❑Yes O'NoI Detached garage: ❑ exl new size_Pool: ❑ existing ize _ Barn: ❑ existing/,,;Aa size_ Attached garage: ❑ existjv Anew size _Shed: ❑ existing ❑kA9--ize _ Other: Zoning Board of Appeals Aut rization ❑ Appeal # A/ Recorded 0 Commercial ❑Yes ❑'hlo If es site plan review# y pa Current Use- WulG�/Tl , Proposed Use LCA in��Tti U l APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name O Telephone Number —6M ~i Address k((/Po %-V License# t \y Cd uVrN . M)V a r77,6 2� Home Improvement Contractor# 1 Email - ! �`� Wo kr er's Compensation # ()Iva, , Uf�U 1ti� Ul A r ���✓� C(j6�b%uU`1�N Co , ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ' SIGNATURE / DATE Z1 1 1 FOR OFFICIAL USE ONLY \ , APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Building ens srnec !Post This:Card So That it is Visible From the Street-Approved Plans Must be Retained on'Job and this Card Must be Kept i M^� Posted'Until Final'Inspection Has been Made. Permit �bsa ♦� c Where a Certificate of Occupancy is'Required;such Building shall Not be Occupied until a'Final Inspection has-been made. Permit NO. B-19-1861 Applicant.Name: CENTRAL CAPE CONSTRUCTION COMPANY INC. Approvals Date Issued: 06/20/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 12/20/2019 Foundation: Location: 89 WAQUOIT ROAD EAST, COTUIT Map/Lot: 018-084 Zoning District: RF Sheathing:' Owner on Record: CURTIN, KEVIN & EILEEN M Contractor Name. ,CENTRAL CAPE CONSTRUCTION Framing: 1 COMPANY INC. Address: 12 WESTWOOD STREET 2 BURLINGTON, MA 01803 Contractor License: 131841 �.w Chimney: Description: Build 20'x24'Single Story faily room addition.fAdd full dormer to Est Project Cost: $ 175,000.00 existingsecond floor living space. Add full dormer to existing Perm Insulation: g p g g $942.50 second floor living space.Add bath to second floor. '¢ Fee Paid: $942.50 Final: s Project Review Req: bate 6/20/2019 Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months- Ise R�'e.O fficial 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 Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy -Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f AWC Guide to Wood Construction in High Wind Areas: MO inph Wind Zone Massachusetts Checklist for Compliance(77so 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 endnailed 16d common nails)...............(Table 8)................................._...................... .1� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ....:..::.:..: ...:................. ......... ......(Table 9).............:....................�ft 6 in.s 11' Sill Plate Spans .................................(Table 9).... ........._X"ff in.511' 17 Full Height Studs(no.of'studs)...................................(Table 9)...... . ..... e Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans............................................................. able 9 SillPlate Spans...........................................................(Table 9)..................................f ft 6 in.512" f� Full Height Studs(no.of studs)....................................(Table 9)....................................... ...zl_ �Ae;¢�� Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..........................................................:.................� s 6'8" (� SheathingType..............................................(note 4)...........................................f !'.ns is I� Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................--_in. Field Nail Spacing..........................................(Table 10)................................................_4L—in. Shear Connection(no.of 16d common nails)(Table 10).........................................�.f - - Percent Full-Height Sheathing.......................(Table 10)............... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........:............ Maximum Building Dimension,L i Nominal Height of Tallest Opening2.............................::..................................6S 1 5 6'8"' ✓ Sheathing Type..............................................(note 4)................................... ...ate...: 4 Edge Nail Spacing.........................................(Table 11 or note 4 If less)........................ (// Field Nail Spacing..........................................(Table 11)..................................:...v..,.....:: IL In. Shear Connection(no.of 16d common nails)(Table 11)................ ..................... 3..1a�,,,,.:p. , / Percent Full-Height Sheathing.......................(Table 11)...................... ........... o 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).,........... Wall Cladding Rated for Wind Speed?................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) v Roof Overhang ...........:....... ...............................(Figure 19).............._&ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors // Uplift................................................(Table 12).......................... .......U=236 pif V V Lateral.............................................(Table 12)......................................... ....L=__.D_fplf Shear...............................................(Table 12).. .........................................S= 1`1 Of --�� Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..•...........................T=�pif Gable Rake Outlooker.... (Figure 20).............. ft smaller of 2'or pi Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=_�J1 lb. Lateral(no.of 16d common nails)...(Table 14).......................... _ - Roof Sheathing Type...................................................(Per 780 CMR Chapters 58 ano 59).................. Roof Sheathing Thickness..................................................... in.;�7/16"WSP Roof Sheathing Fastening.................. Notes: ................. ble 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: h J • o- 1 '. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Cheddist for Compliance(780 CMR 5361.2.1.1)1 Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................................ ................................. .................................................110 mph _ / WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY f ✓ ' Number of Stories .............................................................(Fig 2)............................ stories 5 2 stories RoofPitch ..........:................................................................(Fig 2) ........................................... zz 512:12 MeanRoof Height ..............................................................(Fig 2)............................................. ft 5 33' BuildingWidth,W...............................................................(Fig 3)................................................�it 5 80, BuildingLength,L ..............................................................(Fig 3)............... ........ ............ ..............�ft :5 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. 5 3:1 —�11 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ t--�r 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)............................................:................... �. 2.1 FOUNDATION _Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................._................._................., Concrete Masonry............................................. 2,2 ANCHORAGE TO pOUNDATION1.3, 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only A / Bolt Spacing—general.....::.... ..............................(Table 4)............................................... (_in. V Bolt Spacing from endrjoint of plate ............................(Fig 5)....................................._0 in.5 6"—12" Bolt Embedment—concrete..........................................(Fig 5)................................................. '1 in.a 7" . Bolt Embedment—masonry.........................................(Fig 5).....................................I....... in.a 15" i- Plate Washer...............................................................(Fig 5)................-...... ......................z 3"x 3"x Y," 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... , Maximum Floor Opening Dimension...................................(Fig 6).............................D ft 15 12'or U2 or W/2 r/ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig-6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwail....... ........(Fig 7).................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwail................(Fig 8)..................................................... It 5 d / Floor Bracing at Endwalls .... ................(Fig 9)......................:............................................. V Floor Sheathing Type ............(per 780.CMR Chapter 55.)......................... Floor Sheathing Thickness . ........ ......... .(per 780 CMR Chapter 55)....................... '5/4 in. Floor Sheathing fastening..................................................(Table 2)..rd nails at,__�6in edge/min field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................fifftft <_10" _✓ Non-Loadbearing walls....................:......7...................(Fig 10 and Table 5)................-.......... 5 20° Wall Stud'Spacing. ........................................................(Fig 10 and Table 5)...................16 in.524"o.c. Wall Story Offsets ........(Figs 7&8 ............................................_aft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls....... (Table 5)..............................2xA" - ft.r:in. Non-Loadbearing walls................................................(Table 5)..............................2x_- ft O in. Gable End Wail Bracing 1 Full Height Endwail Studs...........................................(Fig 10)................................................................... _Z WSP Attic Floor Length...............................................(Fig 11)............................................._ft�0/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................loft Z 0.9W ✓ 2 x 4 Continuous Lateral Brace @ 6 It.o.c...(Fig 11,)............................................. Double Top Plate Splice Length ` i t/p gt .................................. ....•--....._........(Fig 13 and Table 6j.._.._....................-.......... 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Am � I:�■n11 1• I tll\ K• :•t '.:}■ r�R•l1 /- i•ma1 n■ ma I■Iltl■ �•- ■■t _■■■ 1 ■■• ri■ • .n' ■1 ir.V■•u sip- INS i;.z d also - III J:n/)1 •'III■ t1 n_n m 1 t• -■\'••■r• 1.1 ■n r■•r�?/:t■rtt .ma• t•■ • ••■ )--- r 1 i ��.t.�nn• sell ■ :rel u = ! Client#:38438 2CENTRALCA ACORDTM CERTIFICATE OF LIABILITY INSURANCE FDA 05/28/DD/Y5/28/2019 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 have ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NA C ME: The Hilb Group of N.E.dba PHONE A/C Na Ext:508 775-1620 A/C No: 5087781218 Dowling&O'Neil insurance Agy E-MAIL. S: A P.O. Box 1990 DDRES INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Arbella Mutual Insurance Company 17000 INSURED INSURER B:Associated Employers Insurance Company '11104 Central Cape Construction Company,Inc. 820 Main Street INSURER C: Cotuit,MA 02635 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR 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. LT RR ADDLSUBR TYPE OF INSURANCE NSR WVD POLICY NUMBER MMIDDIYYYY POLICY MI DIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 3600067686 09/06/2018 09/66/2019 EACH OCCURRENCE $1 00O 000 CLAIMS-MADE 19 OCCUR PREMISES Es occur ence $500 000 MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- POLICY ]JECT I Y LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY JPer accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- B WCC50050091992019A 5/14/2019 05/14/202 X T R AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below LL.bISEA§E-POLICY CIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) '*Workers Comp Information*' Voluntary Compensation ;Other States Coverage Proprietors/Partners/Executive Officers/Members Excluded: Steve Devlin,Pres./Treas. , (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Town Of Barnstable THE ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE A C. ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD #S236314/M236313 LS1 Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston, Massachusetts 02118 Nome'Improvement Corrtractor Registration y u � Types COrpmtion A. Registration: 131841 CENTRAL CAPE CONSTRUCTION COMPANY;NC < { 820 MAIN ST 4 # Expiration: 09/25/2020 +fit COTUfT,MA 02835 E Update Address and Return Card. SCA 1 C3 20M-05117 r.,Jilt j:091f)If.Q)/UtRfllff!O�xn,(�1„11f(MtU+1G'��J Office of Consumer Affairs h Business Regulation HOME IMPROVEMENT`CONTFiACTOlt Regtsiratlon valid for Ind(WW[use only TYPE:Cron bs&4 t�e exptretlon'date. If found return toi' Offido at ConsumerANafrs and Bwhisa Rd4ulatl6n 131841 p' 25/2p20 1000 Washington Street.8uft6 716 CENTRAL CAPE CONSTRUCTION f OMPANY,:INC: Boston;•MA 021:16 STEPHEN J.DEVLIN f 820 MAIN ST . ,_:. COTUIT,MA 02635 Undersecretary NOt 1t h64 8 ghftf8 .: Comrnonweaith-of Mes's etiu§;. DiVIS190 of Professional Licensure F Board of Budding Re ulationsand 8tantlards ` Corastr� ar�CS-047993 s ' ires 02/04/2020 STEPHEN JVLI Al e ; 12 MAIN STREET' :r COTUIT MA 02fl35 f Commissioner 14 _ E �- 4 P IME • mumirnar.E. 9� MASS. ,. Town of Barnstable ATFn .t a Building Department Services a Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 r 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 as Owner of the subject property hereby authorize k L r� to act on my behalf, in all matters relative to work authorized by this building permit application for: J t (Address of Job) Signature of Owner bate iOA Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. t QAWPHLESTORMS\building permit fbms\EXPRESS.doc ' 08/16/17 MEMBER REPORT Level,Floor:Flush Beam PASSED 3 piece(s)1 3/4"x 7 1/4"2.OE Microllam@ LVL Overall Length: 14' Fiisf ;3 3�33333 j � � /"�131 ilf i333�� 3 3ill3i 3 G • EfI3Gf� 3/ 131�� _ �133 f 1.3311�.. l3i33f✓� .. 3i3 �33h /� 333333 + �/ ,311 133 1 3 7 '� 3�, i 3( 1i + '� ��. .��.;7f:':., 11333 ...... IP1,Y,,ffs;r/.. 3,,.,ec 0 1 ¢t 1 - t �:': 5 9 a a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. OesgnhResults , '� Acual @ Localio � Alluaeri ttes�l .,,, „tpF load,Ccmbinahgr�,4Patteiri°) � System.Floor Member Reaction(Ibs) 3071 @ 5' 7809(3.50") Passed(39%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam . Shear(Ibs) 2904 @ 12'11 1/4" 8317 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 7687 @ 11' 12273 Passed(63%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.133 @ 10'5/8" 0.289 Passed(L/784) 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.214 @ 10'1/2" 0.433 1 Passed(V485) 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 14'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'o/c unless detailed otherwise: •-743 Ibs uplift at support 4".Strapping or other restraint may be required. / Bearrrtg l engflf / tloads 1b5Suptaorts @hs1 jF y / Sic ah 3s /, M SU its ply ? Tofa Avail'able-, Required Deader F1oO Sn To 1 ACCessones 1-Stud wall-SPF 5.50" 5.50" 1.50" -239 197/-10S -504 197/-848 Blocking .2-Stud wall-SPF 3.50" 3.50" 1.50" 1258 719 1699 3676 None 3-Stud wall-SPF 5.50" 5.50" 1.50" 1 1136 317/-9 1805 3258/-9 1 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. TnbutarY U d Flooh li Snow LOddS s ioeabon Side} /Wid (09Q) (200)� (X15) "Comments F s 0-Self Weight(PLF) 0 to 14' N/A 11.1 1-Uniform(PSF) 0 to 14'(Front) 2' 12.0 40.0 - Linked from:Roof: 2-Point(lb) 11'(Front) N/A 1663 - 3000 Flush Beam,Support 2 , We ll�et steer IVotes %s h�� F a „ � j vz ... r 3/n ,,.�O�,.ti�.� SUSTAINABLE FORESTRY INITIATIVE r Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. . The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ForteSoftware 0 erator !` Job Notes 6 ;° z 5/20/2019 12:52:58 PM Jeremy krauss CENTRAL CONSTRUCTION Forte V5.4,Design Engine:V7.1.1.3 fa mouth lumber 89 WAQUIOT RD CENTRAL-89 WAQUOIT RD.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 1 of 1 „;� MEMBER REPORT Level,FLUSH SHORT PASSED FORTE2 piece(s)1 3/4”x 7 1/4"2.0E Microllam®LVL + cw C 0►yv e►�- + � Overall Length: 4' 11" r yid" �'� �i � •r' _ � y4'��.z* p 4' Ir a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. on gRme , System Floor a Member Reaction(Ibs) 1424 @ 4" 8181(5.50") Passed(17%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 809 @ 1'3/4" 4821 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1308 @ 2'5 1/2 7115 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.019 @ 2'5 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.025 @ 2'5 1/2" 1 0.213 Passed(U999+) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'11"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'11"o/c unless detailed otherwise. „ anma Le 9th / s Loads W uports`([6s� / k 1$U�7I}OftS /' ' Totat Avaitabte, Requ� ,, Deader 've •..�; TotatACCeSS 1-Stud wall-SPF 5.50" 5.50" 1.50" 343 1082 1425 Blocking 2-Stud wall-SPF 5.50" 5.50" 1.50" 343 1082 1425 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. " w�,�- �Tril�u4ary Deader'Floor.Ltve a wrd t� (rk. comments .,_ 0-Self Weight(PLF) 0 to 4'11" N/A 7.4 - 1-Uniform(PSF) 0 to 4'11"(Front) 11' 12.0 40.0 Residential LivingAreas WeyeEhaeuserNOtQS W "W (i�)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte software Qperator „ ' lob Notes 5/20/2019 12:52:49 PM Forte v5.4,Design Engine:V7.1.1.3 lerem y krauss CENTRAL CONSTRUCTION Falmouth lumber 89 WAQUIOT RD CENTRAL-89 WAQUOIT RD.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 1 Of 1 i' �' ® MEMBER REPORT Level,Roof.Flush.Beam, �� lT(/ PASSED 2 piece(s)13/4"x 16"2.0E Microllam@ LVL Overall Length: 20' 0 l LV 29 U i All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. �07qEsjgnp.Resullft Actual Location - Allowed' ,. Result LDF -Load:Combination(Pattern) System:Roof er Reaction(lbs) 4663 @ 4" 8181(5.50") Passed(57%) -- 1.0 D+1.0 S(AII Spans) Member Type:Flush Beam ear(Ibs) 3828 @ 1'9 1/2" 12236 Passed(31%) 1.15 1.0 D_+1.0 S(All Spans) Building Use:Residential Moment-(Ft-Ibs) 21788 @ 10' 35781 Passed(61%) 1:15 1:0 D+110 S(All,Spans), Building,Code:IBC 2015 Live Load Defl.(in) 0.424 @ to' 0.967 Passed(L/W) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD 'Deflection mteria Total Load ritef(in)' 0.658 @ 10' 1:289 Passed'(L/352) - 1.0 D+1.0 S(AII'Spans) Member Pitch:0/12 LL(L/240)and TL'(L/180). Top Edge Bradng(Lu):Top compression edge must be braced at 7'8"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 20'o/c unless detailed otherwise. Bearinglengtfi Loads�supports:(Ibs) Sup pdrts4. total 1 Available. Required Dead. §now 7ota1 Accessories ' 1-Stud wall-SPF 5.50" 5.50" 3.14" 1663 3000 4663 Blocking 2-Stud wall-SPF 5.50" 5.50" 3.14" 1663 3000 4663 Blocking Blocking Panels are assumed to carry no loads applied directly above them.and the full load is applied to the member being designed. 777777777777 Tributary Dead Snow Loads Loca6on(Side) Width (0.90) F': (115) CommerMs 0-Self Weight(PLF) 0 to 20, N/A 16.3 1-Uniform(PSF) 0 to 20'(Front) 10, 15.0 30.0 Mass default snow ' WeyechaeUSer-Note$ (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at " Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser ' product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator A Forte Software Operator Job Notes 5/15/2019 1:08:59 PM jeremy krauss CENTRAL CONSTRUCTION Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber 89 WAOUIOT RD (508)548-3227 COTUIT,MA CENTRAL-89 WAQUOIT RD.4te jeremyk@falmouthlumber.com Page 1 of 1. C 0 R Y E ® MEMBER REPORT Level,Floor:Flush Beam PASSED 3 piece(s)13/4 x 71/4 2.OE Microllam®LVL i GY Overall Length:20' 0 0 ,t All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal Design Results Actual @Location Allowed'.; , ResuR L IF Load:Combination(Pattern),;, System:floor Member Reaction(Ibs) 4103 @ IT 4" 7809(3.50") Passed(53%) — 1.0 D+1.0 L(Adj Spans) Member Type:Rush Beam Shear(Ibs) 1725 @ 5'11" 7232 Passed(24%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -2579 @ 6 8" 10672 Passed(24%) 1,00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.043 @ 16'811/16" 0.217 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:A5D Total Load Defl.(in) 0.053 @ 16'9 1/4" 0.325 Passed(L/999+) — 1.0 D+1.0 L(Aft Spans) 'Defled6n criteria;LL(L/360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 20'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 20'o/c unless detailed otherwise. 7777777777777 Bearing length x':`Loads to Su,, rft Ibs) SuppOrtS Total, , Avadable Regwr Dead Floorr Total Accessones, 1-Stud wall-SPF 3.50" 3.50" 1.50" 361 1239/-136 1600/-138 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.84" 950 3152 4102 None 3-Stud wall-SPF 3.50 3.50" 1.84" 950 3152 4102 1 None- 4-Stud wall-SPF 3.50" 1 3.50" 1.50" 361 1239/-138 1600/-138 1 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ` 7777777777777777777. Tnbutary Dead Floor,Live LOatIS Locattor►(Side) tlVidth (0 90) (1.00) Comments 0-Self Weight(PLF) 0 to 20' N/A 11.1 1-Uniform(PSF) 0 to 20'(Front) 10, 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes " (Ij)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 11 Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES ` under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evacuation reports,Weyerhaeuser ' product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator , Forte Software Operatar Job Notes`' 5/15/2019 1:09:20 PM jeremy krauss CENTRAL CONSTRUCTION Forte v5.4,Design Engine:V7.1.1.3 Falmouth lumber 89 WAQUIOT RD CENTRAL-89 WAQL/O/T RD.4te (508)548-3227 COTUIT,MA jeremyk@falmouthiumber.com -------- ------------ -- --- —------— ----—---—--- Page 1 of 1 s REScheck Software Vernon 4.6.5 Compliance Certificate Project New AdditionsUp & Down Energy Code: 2015 IECC� Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: -- Construction Site: Owner/Agent: Designer/Contractor: 89 Waquoit Road East Kevin&Eileen Curtin Steve Devlin Cotuit, MA 02635 12 Westwood Street Central Cape Construction Burlington, MA 01803 Company 820 Main Street Cotuit, MA 02635 • Compliance: 1.9%Better Than Code, Maximum UA: 155, Your.UA: 152, 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 Ceiling 1:_Flat Ceiling or Scissor Truss 468 38.0 0.0 0.030 14 Ceiling 2: Cathedral Ceiling 616 38.0 0.0 0.027 17 Wall 1: Wood Frame; 16' o>c. 9.6.8. 2.1.0. .0.:.0, 0,.057. 43, Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 138 0.300 41 Door 1: Class 74 0.310 23, Floor 1: All-Wood Jo ist/Truss:Over Unconditioned Space 434 30.0 0.0 0.033 14 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 2015 IECC requirements in REScheck Version.4.6;5.and.to,comply With,the mandatory, requirements listed in.the REScheck Inspection.Checklist,, Keith Presswood VP 1Cel�h 7)-ess od 05/16/2019 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 # 727842E Project Title: New AdditionsUp & Down Report date: 05/16/19 Data filename: Untitled.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 36.0% 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, Comphes? Comments/Assumptions Value Value & Req ID 103.1, Construction drawings and ❑complies ;Requirement will be met. 103.2 documentation demonstrate ; [PR111 enetgy code compliance for the III) Not building envelope.Thermal : {❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, 'Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 4Q3.7 ;energy code compliance for '> [PR3]1 :lighting and mechanical systems. 2 ❑Not Observable ' Systems serving multiple '❑Not Applicable :dwelling units must demonstrate A compliance with the IECC ;Commercial Provisions. 302.1; �j Heating and cooling equipment is4; Heating: I Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based : Btu/hr ; Btu/hr ;❑Does Not [PR2]2 Jon loads calculated per ACCA Cooling,-, Cooliri Manual J or other methods Cooling-,. !❑Not Observable- Btu/hr Btu/hr ❑Not Applicable approved by the code official. 1 , 1 1 6 t 1 1 t Additional Comments/Assumptions: 1 JHJgh impact f!ier.lj J,.J I.Medium lmpa.ct.(Tier2) 3` Low Impact.(Tier 3) Project Title: New AdditionsUp & Down Report date: 05/16/19 Data filename; Untitled.rck. Page 2 of 9 Section ----------------- # Foundation Inspection Complies? Comments/Assumptions & Req.ID .303.2.1 ,A protective cove.. : =2 ring is installed to lElComplies :Exception. Requirement is not applicable. [FO11] protect exposed exterior insulation ,Does Not )and extends a minimum of 6 in. below grade. bNot Observable: t]Not Applicable 403.9 Snow-and ice-melting system controls;EComplies [FO12]2 installed. ;Does Not ;pNot Observable; EINot Applicable Additional Comments/Assumptions. k i i � x 1 IHigh Impact Merl) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3j Project Title: New AdditionsUp & Down Report date: -05 Data filenam 16/19 e:'Untitled.rck j Page/ of 9 Section - Plans VerIfil ` Fie1tl,Verified Framing/Rough In Inspectiion Complies Comments/Assumptions & Req.ID Value Value _ 402.1.1, 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, ; 402.5 ; ❑Not Observable ❑ [FR2]1 Not Applicable 303.1.3 ;U-factors of fenestration products $❑Complies ;Requirement will be met. Does Not [FR4]1 are determined in accordance f 1' ❑ jwith the NFRC test procedure or ; `taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met: [FR23]1 ;installed per manufacturer's ❑Does Not instructions. 11 {❑Not Observable ❑Not Applicable 402.4.3 1 Fenestration that is not site built ❑Complies 'Requirement will be met. [FR20]1 is listed and labeled as meeting Oboes Not =AAMA/WDMA/CSA.101/I.S.2/A440 x t i ,or has infiltration rates per NFRC ❑Not Observable ;. 1400 that do not exceed code ]ONot Applicable limits. IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR"16]z sealed at housing/interior finish f❑Does Not r and labeled to indicate <_2.0 cfm 1 leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics 1❑Complies [FR12]1 insulated >= R-8 where duct is iOboes Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable I return ducts in other portions of ❑Not Applicable the building insulated>= R-6 for diameter>= 3 inches and.R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ADComplies ; [FR15]3 ducts or plenums. Oboes Not ` ❑Not Observable ; i ❑Not Applicable _. 403.4 iHVAC piping conveying fluids R- R- ,QComplies ' [FR17]2: l above 105 4F or chilled fluids UDoes Not 1 below 55°F are insulated to >_R- i f 3 ;❑Not Observable ❑Not Applicable , 403.4 1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not i ❑Not Observable ❑Not Applicable 403.5 3 Hot water pipes are insulated to R- R- j❑Complies [FR18]z 3>R-3. s ❑Does Not ' ;❑Not Observable ❑Not Applicable 4036 Automatic or gravity dampers are OComplies (FR1;9)z l installed on all outdoor air r F ❑Does Not intakes and exhausts. ❑Not Observable 1❑N6t Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2i` Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: New AdditionsUp & Down Report date: 05/16/19 Data filename: Untitled.rck Page 4.of 9 1 High impact(Tier i) 112 I Medium Impact(Tier 2) 3 Low Impact.(Tier 3) Project Title: New AdditionsUp & Down Report date: 05/16/19 Data filename: Untitled.rck Page 5 of 9 Section < Pans verified" FieldVerified # Insulati21 on Inspection value Value Complies Comments/Assumptions 30 A' All installed insulation is labeled ❑Complies p Requirement will be met. [IN13]2 S or the installed R values t IE]Does Not i provided. ❑Not Observable ❑Not Applicable 402.1.1, 'Floor insulation R-value. R- R- ,LlComplies ;'See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ENot Applicable 303.2, ;Floor insulation installed per ❑Com,plies ;Requirement will be met. 402.2.7 !manufacturer's instructions and ?❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable .framing cavity insulation is.in ❑Not Applicable ; ,contact with the top side of I ;sheathing, or continuous x insulation is installed on the underside of floor framing and extends from the bottom to the $ top of all perimeter floor,framing ! members. g F 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ❑C1. omplies !See the Envelope Assemblies 402.2.5, mass wall with at least 1/2of 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 j requirement applies(FR10).. ❑ Steel ❑ Steel, ;❑Not Applicable F i t 303.2 iWall insulation is installed per a❑Complies Requirement will be met. [IN4]1 !manufacturer's instructions. ❑Does Not ]❑Not Observable . ,;❑Not Applicable Additional Comments/Assumptions: S 1 Hi.gh Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New AdditionsUp & Down Report date: 05/16/19 Data filename: Untitled.rck Page 6 of 9 Segt�on Plans Verified Field Verified Final Inspection Provisions Complies Comments/Assumptions.,' & 13eq.ID: Value Value 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 1 402.2.E ❑ ; Ste ;❑Not Observable ; [FI1]1 ;❑Not Applicable I ! k ! S E t 303.1.1.1,'Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every }} I 300 ft2. ❑Not Observable r ❑Not Applicable 4022 3 `J Vented attics with air permeable ❑Complies Requirement will be met: (FI22]2 insulation include baffle adjacent t ❑Does Not ,to soffit and eave vents that 'extends over insulation. []Not Observable I {❑Not Applicable 402.2.4 'Attic access hatch and door R- ; R- ❑Complies ;Requirement will be met. [FI311 I insulation>R-value of the ❑Does Not adjacent assembly. ! t❑Not Observable ;'Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies ';Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and I a❑Does Not 1 1 ! J <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 i cfm/100 ❑Complies [FI4]1 o cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ,pNot Observable handler @ 25 Pa. For rough-in E ;❑Not Applicable tests,verification may need to' t x 1 occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm%100 cfm%100 ❑Complies [FI27]1 `determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total 'leakage measured with a ❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; w.g. across the system including l , _. ;the manufacturer's air handler , enclosure if installed at time of test. Postconstruction test:Total 1 , leakage measured with,a 1 i , pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air 1 ;handler enclosure. 403.3.2.1 'Air handler leakage designated t ❑Complies ' [FI24]1 by manufacturer at<=2%of x , ;❑Does Not t design air flow. ❑Not Observable I❑Not Applicable 4031 1 g Programmable thermostats ❑Complies [FI9]2 $installed for control of primary ❑Does Not t heating and cooling systems and 4• i❑Not Observable i initially set by manufacturer to code specifications. ❑Not Applicable 403:1 2 , 'Heat pump thermostat installed ❑Complies [FI10]2 ion heat pumps. ' ❑Does Not ❑Not Observable f a -❑Not Applicable 403`5 1 A Circulating service hot water ❑Complies , [FI11]2 'systems have automatic or ❑Does Not iaccessible manual controls. ) ❑Not Observable l A t No Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New AdditionsUp & Down Report date: 05/16/19 Data filename: Untitled.rck Page 7 of 9 I Section # Final:Inspectn Prov�s�oris Plans Verified Field Verified io & Req.ID '. Value Value Complies ° Comments/Assumptions 403.6.1. All mechanical ventilation system ;❑Complies [FI25]1 fans not part of tested and listed s ❑Does Not 7. HVAC equipment meet efficacy } and air flow limits. j❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat f. u❑Com lies tFI2'6]z, through one-or two-pipe heating # ' - p +systems have outdoor setback #❑Does Not t control to lower boiler water l❑Not Observable Itemperature based on outdoor ❑Not Applicable temperature. i 403 5.1.1•I Heated water circulation systems77' Complies have[FI28jz. ' k have a circulation pump.The [ ❑Does Not {system return pipe.is dedicated VL' ;return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos 3 r❑Not Applicable syphon circulation systems are not present. Controls for Y' circulating hot water system ;l F pumps start the pump with signal )for hot water demand within the z occupancy. Controls a automatically turn off the pump 'when water is in circulation loop is at set-point temperature and t ; no demand for hot water exists. 4035 1.2 E Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL 515. Controls automatically E `a= 1EIDoes Not a- adjust the energy input to the []Not Observable I heat tracingto maintain the ❑Not Applicable desired water temperature in the s piping. 403:5:2� Water distribution systems that T❑Complies [FI30)z 'have recirculation pumps that =❑Does Not l pump water from a heated water i .- I supply pipe back to the heated ❑Not Observable i water source through a cold :❑Not Applicable water supply pipe have a . `demand recirculation water (system. Pumps have controls i that manage operation of the ] .3 pump and limit the temperature 5 of the water entering the cold } 3 water piping to 1049F. ] ' 403:5 4 '.'Drain water heat recovery units ❑Complies [FI31)2 tested in accordance with CSA ❑Does Not {B55.1. Potable water-side pressure loss of drain water ❑Not Observable recovery units < 3 psi for ❑Not Applicable ;individual units connected to one or two showers. Potable water- ) ' (side pressure loss of drain water heat recovery units< 2 psi for i individual units connected to ; 'r three or more showers. 404:1 '75%of lamps in permanent [FI6]1 :fixtures or 75%of permanent 1❑complies (fixtures have high efficacy lamps ❑Does Not Does not apply to low-voltage a []Not Observable i lighting. !❑Not Applicable 404.T31 Fuel gas lighting systems have :❑Complies E [FI23] no continuous pilot light. 9k j❑Does Not ,I❑Not Observable I' -EINot Applicable 1 High Impact(Tier 1) 2;' Medium Impact(Tier 2) '3"Low Impact(Tier 3) Project Title: New AdditionsUp & Down Report date: 05/16/19 Data filename: Untitled.rck Page 8 of 9 r Se ion Vinai Inspec#ion ro Pmsions Plans Verifiec9 Field Ver�fieii Compl�es� CommentslAssump#Ions &�Req ID - Value � - Yalue� � r 401 3 `Compliance certificate posted. OComplies 1 Requirement will be met. lFl7j� 45 et q e r kUDoes Not < rE]Not Observable EINot Applicable ' 301 Manufacturer manuals for ?E]Complies [.FI18]3 ]mechanical and water heating r 'IODoes Not systems have been provided. " r ONot Observable F Not Applicable • Additional Comments/Assumptions: r 1 Hi h Im act(Tier i) 2' Medium Impact Tier 2 3'Low Im Tier 3 P P act( ) Project Title:New.AdditionsUp & Down Report date: 05/16/19 Data'filename:fil n e a e. Untitled c.r k -Page 9 of 9 2015 0 EC C Energy gy Efficiency certificate fx 1 Above-.Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.31 ij Heating System: Cooling System: Water Heater: Name: Date: Comments e tokz F, Town of Barnstable oFt"E�oii. Regulatory Services Richard V. Scali,Interim Director ` x"aT"BLE MASS. . ' Building Division v Mn � E1 39. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601, www.town.barnstable.ma.us , Office: 508-862-4038 Fax: 508-790-6230 PERMIT# &01 FEE: $ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less g C/ Goa 4 Zc e t , td s ije Location of shed(iddress) Village 2,yuid ArKw Od I Lo ZAV-26 �/2z Camcov mk) Property owners name Telephone number Flx /h Size of Shed Map/Parcel Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway -x a Conservation Commission(signature is required) ign off hours for Conservation800-930=&=3:30-4:30� — g c PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN -� Q-forms-shedreg REV:110413 David P.White Overall size 8 ft by 16 ft ,. Designer and Builder Storage Units on Shed Floor Floor is 3/4 in pressure treated plywood Lawn Mower.,(24*60 in) • ;5 Snow Blower(72*26'in)' with no overlap Workbench with large vice with no Overlap (30 48 in) A 4 l. a+.. i' W,heel.barrow in vertical Charlie's Steel Charlie's Steel position ` Storage;Racks xStorage Racks Gardening tools on wall Y (15 by 36 in:) (15 by 36 in.) v: Stack of 8* 16*4 in Cross beams(2 by 8s, 16 in OC) Double(2*8 in)support nailed to inner(2 by 8s PT) solid concrete blocks / and supported beams sitting on concrete blocks by hangers i I p i � stir r�r`r 3/4 PT plywood r•r•.tir•r•r (, .ti.ti. I: n - �•r•r•r•r•.r floor i' r,rtirtirtirtir,r r•rtirtirtirtirtirtir Floor Framing • CO e 00 r §CO g2,25S ftg I :� S'e •c Tank 1� From Fo.anc�z�ra� �' ' " +1 v✓e// 160' Fvm I-rr eckpie✓ 0 o— �� L•C.P. is. on cwe-s A oo 43 ►n ao 941 A Seer,��c Tank, - 10610 ?i . !OG zt .. Map Page 1 of 2 Town of Barnstable Geographic Information System ," New sear Parcel Custom Ma Abutters Map Size MEN Zoom Outilla I Emil l In ewer .........� nEl ]PG - � r rw �� ® � oteito: -. ._..._. .. "1170' .018D02 - •018117 tl.Fl tl 25B 1 • ', 018084 ' Map: 018 Parcel: 084 Location: 89 WAQUOrr ROAD.EAST ';oi8006 - Owner: WHITE,DAVID P&MARJORIE M T .. 'l.t t0 Location Information - - • Map&Parcel 018084 . Location 89 WAQUOIT ROAD EAST Acreage 0.98 acres i .i Current Owner ' Mailing Address WHITE,DAVID P&MARY ... - MARJORIE M WHITE REV( ' :Oie009 TRUST r p.1D0'• 169 MINISTERIAL DR - • CONCORD,MA 01742' ` oielie Appraised Value(FY 2015) O.. Feet Appraised tl245 _ Extra Features $23,700 '"- ' Out Buildings $4,000" Land $154,700 Buildings $96,200 - Set Scale 1"=48 Aerial Photos MAP DISCLAIMER _...................................1.........._...,...............�.............., � Total Appraised $278,600 - Assesse Value FY 2015 Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS Extra Features $23,700 BamstableMA v1.2.5494[Pr'oductionl Out Buildings $4,000 Land - $154,700- - - Buildings $96,200 - '.Total Assessed $278,600 _ .' Construction Detail - Style Cape Cod ' Model, Residential •• a Grade : Average- - - Stories Exterior Wall Wood Shingle Roof Structure Gabte/Hip r a • Roof Cover Asph/F GIs/Cmp - ,1 • Interior Wall .Drywall ' ' Interior Floor '` `:Hardwood - Heat Fuel Oil. Heat Type Hot Air. - - AC Type None Y a r Number of - 4 Bedrooms • - _ Bedrooms - - - Number of '+1 Full Bathrooms t Total Rooms 6 Rooms Living Area 1133 - ,;, Replacement Cost •$113,153 - ' Year Built 1972 • - - Depreciation 15 r, a' Building Sketches a e http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=018084 9/25/2015 Town of Barnstable a-KNt THE r � Regulatory Services Richard V.Scali,Director MASMS. ' Building Division i639.� �� �OrEO.19 Paul Roma,Building Commissioner 13UILDING DEPT, 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us JUI,g qo�� Office: 508-862-4038 TC I P 8•9,APi'-AI MLE PERMIT# 'FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY ..200 square feet or less Location of shed(address) Village Property owner's name Telephone number loxt2 Size of Shed Map/Parcel# 11-7 ignature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway x' Conservation Commission(signature is required) ' Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q4brms-sbedreg REV:06/20/16 dap Page 1 of 2 Nevi sear Town of Barnstable Geographic Information System map size .®® Zoom Out illllllillIn Parcel IF Custom Map Abutters ewer 1 RE _ ON 7D " 01Bb020259 018117 � - x Disile Mgb 0180114 0 89 Map: 018 Parcel: 064 Location: 89 WAQUOIT ROAD FAST ' Owner: WHITE,DAVID P&MARJORIE M T '.N255" - - NIe003 y rtlo Location information Map&Parcel 018084 ✓/ °� Location 89 acres T ROAD EAST Acreage 0.98 acres _ Current Owner " Mailing Address WHITE,DAVID P&MARY . MARJORIE M WHITE REV(, '. p0s TRUST - ... -' - N 10B 169 MINISTERIAL DR ` CONCORD,MA 01742 - Appralsed Value(FY 2015) Extra Features $23,700 N 245 ` p 8 Feet Out Buildings $4,000 Land $154,700 ° Buildings $96,200 . Set Scale 1"=48 I Aerlal Photos ,W....,- `� I MAP DISCLAIMER ,., Total Appraised $278,600 _ Assessed Value(FY 2015) . Copyright 2005-2010 Town of Bemstable,MA NI rights reserved.Send questions or comments to GIS Extra Features $23,700 BamstableMA v1.2.5494(Production] Out Buildings $4,000 Land $154,700 t', .: Buildings $96,200 Total Assessed $278,600 x y Construction Detail ' - Style Cape Cod Model Residential . + n Grade Average ' Stories - .• Exterior Wall Wood Shingle • r Roof Structure Gable/Hip ' - - Roof Cover ?' Asph/F GIs/Cmp Interior Wall Drywall ' - Interior Floor ` Hardwood "Heat Fuel Oil 5 - - Heat Type Hot Air AC Type , - None - • - Number of 4 Bedrooms - .Bedrooms ,. . Number of _ 1 Full n e - Bathrooms S Total Rooms 6 Rooms Living Area 1133 Replacement Cost $113,153 • .. "" - - _ _ Year Built 1972 Depreciation15 •. .Building Sketches - http://66.203.95.236/arcims/appgeoapp/map.aspx?prgpertyID=018084 9/25/2015" r ° `— � � ` .�.....�....+a.,«.a,.........,..._...., w ......,�... _.-„....»,._+,...aR..._,u,n..•..�...,..........•.a.. .,....._,....r.,..,,,.,+w...-...-..•,.�. .�yVj_� -�� �^.a-..a�.:,,..e•+...._.-...�.-....,_.a.a:...,:......,,,,m,w..+»+ecv.:.. SMOKE DETECTORS REVIEWED � 1 11 all BA N T 8' ' BiJi�DING DEPV DATE .- - �` . _ t} .. 2 _ 1po / _s r 1-4 FIRE DEPARTMENT DATE BOTH S/GNATURESAREREOUIRED FOR PERMITING ' _ UN 05 Z®fig � _�c►���- � �R _�:� ZENTRAL CAPE 0TRUCTION COMPANY, INC. 820 MAIN STREET COTUIT,MA 35 t^" •, pgpl —,-4 . ,......,�.,..,._.:-, .... .>...-. e ai,�r.-.�•�m:_er:sa.. s,.,,,�,r„enw.n.";,�„«,.w.eua u" I .. ...... ,y...,.�.�!� ..........�., d_ �V�,,'r°- P,. ) 5 { { ;! _. .i.,. � � t - �.1 i 1�! j 3 4 ,i, � f• � f y . S . ..- 1, ,...,... ; "3 1 � ..3� � t-� E C. � a .�;'..._� t �•^ �-_> ,11 r �'-y...9. �f � a„,.� � F r € S f E f �.t com {1?jj _�- - — - _ I s �` , t f �. � f p � M� � � _ • 7;, �8 t Y Con pan ,�7 t S; t$/ `1 9G�1d7®. PTe€d� t �.. d r h JOB NO a- - �f� 6 f �{54?` � dy l�Q�►11, f,': i` t r lz t @ E J S_ s t^ ; �a f ?: �I t a 3 em "T } 1 2 Y� :ft&!b'dlI a 20 MA3,n�Str*at S;'Otukt,MA^SOA420,1340 t� _W,._�,._,�_�.._<...�._. �� _.__._•_; s yy j UWG CHECK JOH f ��._. ..> HEFT �3=" _ f , f r .. .. v ,. ' An oil , .r ,. -..', '..;, ,. -- . ., � �+:'�`�f� ��...+,..,»'°��, w"':FS '��,.....�•<.•,,...-sas•=..r.�aw,......n...w>.�.�._�».�.... gym.- ..,.-..-r....,��a«., ..•�w+.^u,,.. rn .. .. .- - k C ^ gg •3� f �. 1 a 4 ? i v yi { visit LI 4 ns, ,g t _.f t y f < t4�7" L T TM� S tPREPARED FOP #01 ram:. 4 TI "Ad e .:....,....r : ,. .�: � �rt� --:.�..�,.�.....�,...,._.+�.•----"---- ',-..,:._rt;._.-_...-h..,>.:��h...�,�. .��,-...-.,...,:...,�. _..,.-�:i...-.��:. ,N.-,...,S�a,:..�,.-.: ..L._.,L.>.:4,�...v..�.,,-a-„e..a-:. ''.-w:-.,�.-x,-,.�<-ir.�,..>,-:.�.<. _.��:!_ �.. �r'�e1-N' ,.-.,.s....•�x'.:--_x�_mar _:_..px����•�,�,-`...�a,�..�.'�w_.�«+ _.-r-�.-s.�. �t _�,�_.. - _ _ x� y ,mow _ . a -,. � � � ��t� � { c t- ,� `� � to.. _ -s-c•:d:.d�,x,�^zz .,i:.� F a _ 1 t Y_„� ` 1 r COW consfivd0ft Company I a k ' ,� _. �. A nt o�.Th�"AM: dd � e4 ;u.. f t��d� 8�'�9tr�'�r? .. r e.....x+.a..�.<..<.a+.zar.- cu,"^�M•r:..was., <w.......e...m«.n.r n..,r m+»..�.,..x.n..«;,.�..a...a,..<..... ......».„..._.._.:,.,-._-,.w :,..3R+•T^,^3 #.& .E91" wa {f , JOB SHEET OF r PROJE 0T All FOR ' .._.......�� �R.'M'► a�.,...�,�.,.�_�._�.n_.� ��� '! .jam ( '`'`� ` ` {' 6 ice", ... `F - s Stevecentml Consftuftn Company, Inc. Alyi�� �Z���r 20 MAlft Stfeat b Cot#PAS �M-608-420-1,340 0-mall, ➢Ti��l � nilu: DA T _a G N. CH EC K DRAWN - _ y JO NO. PROJECT TITLE 0146, fit#.a� t l l � 1 z n �St�fj y VISA € � 4 777- Central Conan"on Can Inc r r , (y� , v.Se*SC, ' . a _. S Wing PARTS R)WIr NG DESIGN �. ,fit . _ T OF Anti°bx,L'rS t 1,44 e C� LL --j x - _ € 1'R °sri.-At:Ei, OR ON _ . TE It DMON CHECK JOB NO, SHEET OF Li PROJECT T!TLE Ij 4 • e I t PREPAwan Fort e ; _ G W { ( ,4,'�i u 1., "President ae•. �R�BsL pp:�:F;sY+ res If fi is y, a ] f �.#mn' i , -DATE i — w_..., of CL t` _ _„ 1 9 _ _w ... ,. . . .. �r { 0, 16, t j b ;a 3 e t� r _ PT- 1®S it CiMMI Const"tkM Company, Inc* TT r `t--_" . P fflratr #L otuf$ MA SOB-420-1,"O A P t ' DA :- . DVVG o. . � y �• �s � ,���-��__—� -ems...� a �— MAWN f p R _ , - '°`^�.".,s . �� •' ;Y�. � ✓ ''C� � 6 ..m-;max_ µhp; j y� py „� . •.N��.di " -- :�1�:�":� Est r �,'"�^'` µ �"� �' .d`� `., .�,.,.�� , _ 1 fy u. IdJT it OIL- m panyr "rho F-fritemem is TIT Zz 'IDWa. R� ., k.,. ....,.. � � w a .. r TIT, E al aN.y� Igj p � t -. 5`9 E � S' �- - ig s ill,{ L lf,` ° J_ }. 3 -12 _.y } NiE F . d u � 4-sky; AWKSKOLPY Companyca Inc 4. : ._ • _ v_. _ 820 MOWStrorol,,00,01t MAC M1 134f) . 6 AM OW03 NC DRAWN �...,?O,P C-*- -•-ass E`�.......,..__........o..�.�,_,,..-",..,..,,� 4ti 4� !G D of § z { r 6 $ t FIIR.EfWIiEv FOP } Centmi Con *UCfio" Company SJIR vv4I .Vr44ht t .x id Sao M 4P StMV-COO,MA•508420 1340 _.-.._ .., .. . .._ .. ., ,,7 c,ir09ma.41-corn 2..0 Are " � . ..t . _ _ wYS , VC d " ' 1 _ CHECKMAWN _ i L� 1 Basic door size is 32 by 80 in with 9 panes and opening out with a left hand pull.There is a partial storage area at the 8 ft level. r Back of shed is similar to front with the absence of the door. David P White The roof will be covered with standard roofing paper and 89 Waquoit Rd East 3 tab asphalt shingles similar to those on house. Cotuit,MA 1 Roof will be covered with 1/2 plywood. Sides with 5/8 in T11 Plywood {{ I , 2by6in I cross ties ,,{ a f S Partial Platform # supported by I1 2by6in 1 I - � 146.0 in s: 96 in 'A' Olt Rod tA I' •t �f' r j� � fr r 'I I s ,. K. ° _ I 8 ft. 16 ft. �q r _ ' r `- SCHEDULE OF ELEVATIONS 1 EXISTING SEWAGE SYSTEM PROFILE & DETAILS SEPTIC SYSTEM NOTES e _ NOTES: " . 1 FIRST FLOOR= DWELLING NOT TO SCALE 1. RISERS AND COVERS TO WITHIN 6"OF FINISH GRADE. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE rY t 1- r /J A 2. H-10 SEPTIC TANK,H-20 D-BOX AND H-10 CHAMBERS AND SCHEDLE 40 PVC PIPE THROUGHOUT. ENVIRONMENTAL CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF 2 TOP OF FOUNDATION= 2 MATCH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TR4CH PERMIT FROM THE LOCAL HEALTH. L� 3 PIPE INV.AT FOUNDATION= COVER SET TO WITHIN 6"FROM FINISH GRADE MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED. a J 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN :( 4 INV.OF PIPE AT SEPTIC TANK INLET= PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. 7 ; " 5 INV.OF PIPE AT SEPTIC TANK OUTLET= 13 35.8 H-20 RISER AND COVER TO BE SET TO 11 34-35 u + 12 34.8 WITHIN 6"OF FINISHED GRADE 3. ALL ERRORS,OMISSIONS,AND CHANGE OF CONDITIONS AT THE SITE SHALL BE \ _.� 6 INV.OF PIPE AT D-BOX INLET= COVER TO SERVE AS INSPECTION PORT ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE c a �' 7 INV.OF PIPE AT D-BOX OUTLET= 14 36.5 4 31.87 10 32.0 BROUGHT TO THE RELATED WORK. 8 INV.OF PIPE AT LEACHING FIELD INLET= S=2%MINIMUM FILTER FABRIC 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO PREVENT EROSION. 9 BOTTOM OF LEACHING FIELD= //// /, //, /\/.\/\/\/\/\/\/\\\\\\.�\\\\i\\i\\\i\\i\\ \\\\ \ \ \ \ \ l' , / 10 TOP OF STONE_ � �/� \\�\\�\\/\\/\ \ 5. FOR PROPER PERFORMANCE,SEPTIC TANK SHOULD BE INSPECTED AT LEAST " r ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 11 FINISHED GRADE OVER LEACHING FACILITY= H-20 D-BOX BACK FILL WITH \/\ �\\/\ 15'MIN.BREAKOUT GRADE 1/3 THE LIQUID DEPTH OF THE TANK,THE TANK SHOULD BE PUMPED. 12 FINISHED GRADE OVER D-BOX= EXISTING BUILDING SEWER TO REMAIN 5 31.62 WITH SPEED 9"MIN.36"MAX. �+ _ LEVELERS %/�/may\ 6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND LOCUS 13 FINISH GRADE OVER SEPTIC TANK= CLEAN MATERIAL 16 EXISTING `' S=0.025 L=4' S=0.01 L=VARIES ��\\�\\/\\ \ ACKNOWLEDGED BY THE MASS.D.E.P.AND THE LOCAL BOARD OF HEALTH; 14 FINISH GRADE AT FOUNDATION= _ -• r. \ AND CONFORMS WITH THE REQUIREMENTS OFT E STATE ENVIRONMENTAL C) 0 O CO® -� F- \i�\jam\ CODE,TITLE 5.NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. 15 BOTTOM OF SEPTIC TANK= ^ c j Oo K2 © 9299 '' LOCUS MAP NOT TO SCALE 16 TOP OF CELLAR FLOOR= SCH.40 PVC TEES v U p O O O O O > w 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS SCH.40 PVC TEES C''W 0 C7 O O O ED O = FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED GAS BAFFLE w In PRECAST H-10 500-GALLON CHAMBERS AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS 6 31.52 7 31.35 OF SUCH TEST HOLES. A _ 3 EXISTING* 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE �,Y/ PROPOSED 1'500 GALLON H-10 TANK 6"MIN.CRUSHED STONE BASE 4 FEET OF NATURALLY 15 27.12 USE SHOREY PRECAST UNIT OR EQUAL 8 31.20 OCCURRING PERMEABLE SOILS AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING EXISTING SEPTIC TANK TO BE REMOVED FACILITY.THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON CONTRACTOR SHALL INTERCEPT INLET 9 29 20 THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, PIPE AND EXTEND TO NEW SEPTIC TANK CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS SHALL NOT BE USED.THE FILL MATERIAL SHALL *EXISTING BUILDING SEWER NOTES USE(3)500-GALLON CHAMBERS WITH 37"DOUBLE WASHED CRUSHED CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5-310 CMR SECTION 1 -BUILDING SEWER PIPE INVERT ELEVATION TO BE CONFIRMED PRIOR TO CONSTRUCTION. STONE ALL AROUND AND BETWEEN EACH CHAMBER 15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE 2-CONTRACTOR SHALL INTERCEPT EXISTING BUILDING SEWER WHEN REMOVING EXISTING EFFECTIVE DIMENSIONS:HEIGHT=2.0%WIDTH=11',LENGTH=37.83' MINUTES PER INCH,BEFORE AND AFTER PLACEMENT. � TANK AND EXTEND SEWER WITH NEW PIPE TO REACH NEW 1,500 GALLON SEPTIC TANK. Cd 9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY O ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER =Q- THAN A NUMBER 200 SIEVE. DESIGN DATA 10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS 1. TYPE OF ESTABLISHMENT:EXISTING 4-BEDROOM 4NGLE FAMILY RESIDENCE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. 2. SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PE BEDROOM=110 x 4=440 GPD 3. NOTE:THIS SEPTIC SYSTEM IS NOT DESIGNED FOIA GARBAGE GRINDER 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. 4. SEPTIC TANK CAPACITY REQUIRED,MINIMUM OF 20%OF DESIGN FLOW OR 1,500 GAL. =200%x 440 GALLON=880 GALLON(USE 1,500 GALON TANK) 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE(P.V.C.) SCHEDULE 40,UNLESS OTHERWISE NOTED. ' ),J 5. DESIGN PERCOLATION RATE:ASSIGNED LESS THAl2 MINUTES PER INCH BENCHMARK I ` --� `" �- � BENCHMARK 6. SOIL ABSORPTION SYSTEM TYPE:CHAMBER SYSTM 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION ~ INSPECTION AFTER EXCAVATION FOR THE LEACHING BED(PRIOR TO THE TOP AT CONCRETE BOUND { . LOT 92 TOP OF CONCRETE BOUND 7. LEACHING AREA REQUIRED:MINIMUM 440 GPD/(0.4 GPD/S.F.,CLASS I SOIL)=595 S.F. PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR ELEVATION=36.85'NAVD88 � (SERVICE BY TOWN WATER) ELEVATION=32.16'NAVD88 TO BACKFILLING. 8. LEACHING SYSTEM PROPOSED:2'HIGH x 1 V WIDE 37.83'LONG SYSTEM LEGEND CBDH CBDH / BOTTOM AREA PROPOSED=1V x 37.83' =41 IS.F. 14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND ■CB - - - CONCRETE BOUND FOUND o \ Fb�UND / MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS N 67 11 46 E SIDE AREA PROPOSED=2 x(1 V+37.83')x 2' =19!S.F. ■SB - --- STONE BOUND \ ' / o OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO O RC ROD CAP r 226.08' / \ TOTAL AREA PROPOSED=416 S.F.+195 S.F. =61 S.F. THE LOCAL BOARD OF HEALTH UPON COMPLETION. ` PROPOSED I V W x 37.8'L x 2'H \ L 9. LEACHING SYSTEM CAPACITY PROPOSED=611 S.!x 0.74 GPD/S.F.=452 GPD OIP IRON PIPE FOUND - _ 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE - TELEPHONE MANHOLE J;J. \ N N SOIL ABSORPTION SYSTEM \ Y� / PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. u0 UNKNOWN MANHOLE ti ) \ ) © - CABLE TV MANHOLE - .f 88 37.8' / 100, ���d� ` 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR ® - -- - METAL COVER `,,;f, 5 34.0 - #1� ���w ly" B.O.H. SALTWATER ESTJARY REGULATION THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. --- HYDRANT TP#200 - -- WATER SHUTOFF RESERVE AREA y � - ;' �. 1. LOCAL REGULATION:§360-45(1)(b)MAXIMUM ALLOVABLE DISCHARGE OF SANITARY SEWAGE 17. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY ® WATERGATE N TP#1b / �� \N 32.9 EXCAVATING AND 10'MIN.SETBACK DISTANCE FROM SAID SERVICE TO THE / TP#2b r 34.5 ' ,;-1 oN MAXIMUM WASTEWATER DISCHARGE ALLOWED=40 GALLONS PER DAY PER 40,000 S.F. SEPTIC SYSTEM SHALL BE MAINTAINED. ® WELL / 35.O =34_6 SALTWATER- I APPROXIMATE LOCATION OF -�- �/ =42,956 S.F.x 440 GPD/40,000 S.F. =472 GALLON.PER DAY ® WATER METER PIT / 35.6 ESTUARY UP CK J = ( ) 18. ALL WATER LINES WITHIN 1O'OF SEPTIC SYSTEM COMPONENTS SHALL BE ® GAS GATE / SEPTIC SYSTEM FROM TIE CARD / POST&RAIL FENCE / j 0 2. EXISTING&PROPOSED WASTEWATER DISCHARGE=440 GALLONS PER DAY }\ � 'q p �- PROTECTION k ;_�-�`l SLEEVED WITHIN 4"PVC SCHEDULE 40 PIPE. ® CATCH BASIN SQUARE ,EXISTING SYSTEM TO BE REMOVED ,�, AREA -'- ® - CATCH BASIN ROUND ( CONTRACTOR SHALL EXPOSE EXISTING j 36 \ ® -- ---- - TRAFFIC CONTROL BOX BUILDING SEWER AND INSTALL NEW i �5.0 \ ------- TRAFFIC SIGNAL 0 36.5 E W P SEWER PIPE WITH 2/a MINIMUM SLOPE 200 �v \ - - G SOIL EVALUATORS LOG P# 15940 o AVEL DR U ; 33.8 �Q� -- - UTILITY POLE I PROPOSED 10'x 12'DECK o- - - -- GUY POLE ` 10.0' PROPOSED ~ Z G R / �\ / 7 G r \ Depth from surface in Soil Texture Soil Color Soil Mottles Other Relative � ------ GUY WIRE ' Y M �`� ADDITION T Soil Horizon 0 inches (USDA) (Munsel) and Depth Factors E ----- -- LIGHT POLE a ,. �;, c PROPOSED � /�G ❑ EHH - ---- ELECTRIC HANDHOLE 99' \'� 10.0' N STEP& o� \ �- \R\ w DEEP OBSERVATION HOLE TPA a&TP#1 b, ELEVATION 34 a LAN7�-36.4 _ f GAS SERVICETHH TELEPHONE HANDHOLE I EXISTING SEPTIC TANK TO BE REMOVED I ' G \ r( Ww" ' TP#1a TP#1b CHH CABLE TV HANDHOLE CONTRACTOR SHALL INTERCEPT INLET ' - 83"5' f I 0-12" 0-12" A/E SANDY LOAM ❑ HH UNKNOWN HANDHOLE PIPE AND EXTEND TO NEW SEPTIC TANK 8 0' W w W _ 12"-30" 12"-31" B LOAMY SANI 7.5 YR 4/6 FRIABLE SIGN - �_ GAS METER W�I _ 0 FLAGPOLE ___ W- \ APPROXIMATE r- 2 LOT 100 EXISTING DECK ELEC. METER (� O 30"-120" 31"-120" C MEDIUM SAM 10 YR 7/6 NO SINGLE GRAIN CONIFEROUS TREE '' -- &STAIRS \ LOCATION OF o \ SERVICE BY - WATER SERVICE o � - DECIDUOUS TREE ( - DEEP OBSERVATION HOLE TP#ha&TP#2b, ELEVATION 35 TOWN WATER - BRICK a --- TREE STUMP ) 1 STORY LANDING 136, N Q TP#2a TP#2b SHRUB }� o EXISTING DECK U) -0 OF J144 of p� _ DWELLING \ S 7H - - CONIFEROUS SHRUB o TO BE REMOVED ;' ` O 0-14" 0-13" A/E SANDY LOAN �p Sq /' S N \ BULKHEAD ` FIN. FL. EL.=39.1' x 37.4 ELECTRIC METER N ! \ .� z H 14"-33" 13"-33" B LOAMY SAN$ 7.5 YR 4/6 FRIABLE IdATfHEV4' C. �„ � oyn® SEWER CLEANOUT z ® - SEWER MANHOLE \ �� RINSE STATION-- '� \ g j 33"-120" 33"-120" C MEDIUM SAN) 10 YR 7/6 NO SINGLE GRAIN COSTA o LlZARDnR(VERA rn © IL D-Box LOT 93 1 w X No. 52282 0 NO.46W SEPTIC VENT V a F- I PERCOLATION RATE_ <2 MINUTES/INCH ASSIGNED TD C LAYER 6 - - 116.2' 42,956 S.F. o G�srR ❑ UNKNOWN HANDHOLE - ( - W DEPTH TO GROUNDWATER=NONE ENCOUNTERED Cq, / \� x 36.4 ADJUSTED HIGH GROUNDWATER= ESTIMATED AT ELEVATION 4 FEET(NAVD88) �`SS�oNAL�tyG � - -- - SEWER MANHOLE x 37.3 � ( � O - - DRAIN MANHOLE ((( E - LIGHT POST ( p OBSERVATIONS BY:RAUL LIZARDI-RIVERA,P.E. w 0 o WITNESSED BY:DAVID STANTON,R.S. t ,1 o - - - POST ( DATE TESTED:APRIL 9,2019 TEST PIT NATURALLY VEGETATED Q MHw zHw EXTREME HIGH WATER EDGE OF CLEARING MHw MHw MEAN HIGH WATER � J NATURALLY MLLW MEAN LOWER LOW WATER S w J VEGETATED - __ - __-_ 89.9' -(9,hr�O �� \\ 35.6 GENERAL NOTES NOTICE MLW MLW MEAN LOW WATER _ THIS PLAN MAY NOT BE ADDED TO,DELETED FROM,OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE& �"`\ SF \ ISLANDS ENGINEERING,INC. TREE LINE /� •� CATV CABLE IN LINE , \ LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR COM COMMUNICATIONS LINE �' t THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, PLAN REMAINS MUNICIPAL PROPERTY IOFOCA E AND ISLANDS ENGINEERING,INC.FFICIAL MAY RELY UPON THE rINFORMATION CONTAINED HEREIN;AND THIS D D D- DRAIN LINE _._ i y DATUM:NAD 83,UNITS:U.S.SURVEY FEET. E E E ELECTRIC LINE \ _ _ _ _ J ! °D --- 38 -- - ' COPYRIGHT(C)BY CAPE&ISLANDS ENGINEERING,INC.ALL RIGHTS RESERVED OHW OVERHEAD WIRES / / \ THE FINISHED FLOOR ELEVATION(FIN.FL.EL.)SHOWN HEREON IS BASED ON AN ASSUMED 1"LOWER _ OE OE OVERHEAD ELECTRIC / Q_ THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT DATE DESCRIPTION BY CHK AJ / \\ PERFORMED. PREPARED FOR: Err Err ELECTRIC/TELEPHONE / o-, O�' / UE UE UNDERGROUND ELECTRIC ZONING DISTRICT:RF E!f/C ELEC.,rrELE/CAN / �� // \ KEVIN & EILEEN M. CURTIN -- F -- FIRE ALARM LINE `��O a / \ PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON-HAZARD ZONE X BY 12 WESTWOOD STREET FM FM SEWER FORCE MAIN $<3 Q" Q � / \ / THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO. BURLINGTON, MA 01803 G G GAS LINE / \ 25001CO752J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. \ / PROJECT: IR IRRIGATION LINE ,'.� 1 / I RD RD ROOF DRAIN i / \ / THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE 11 WELLHEAD PROTECTION AREA. S S S SANITARY SEWER LINE "~ 7 / \ / THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. T T T TELEPHONE LINE 226.08' \ �!. THIS LOT IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT. 89 WAQUOIT ROAD EAST OT OVERHEAD TELEPHONE LINE L \ / S 67' 1 1'41"W / ` THIS LOT IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT. BARNSTABLE (COTUIT), MASSACHUSETTS T/C TELEPHONE/CABLE TV j / THIS LOT IS NOT LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY DISTRICT. W W WATER LINE 1 f A PORTION OF THIS LOT IS LOCATED WITHIN THE SALTWATER ESTUARY PROTECTION DISTRICT. STONE WALL / WET WETLAND LINE � LOT 94 / \ WIND EXPOSURE CATEGORY:ZONE B SHEET NO.: 1 OF 1 DATE: APRIL 9,2019 --A -- FWR-A ZONE (SERVICE BY TOWN WATER) / 1 LOT COVERAGE: DRAWN BY: JVB, RLR CHECKED BY:MC -- B -- FWR-B ZONE --V -- FWR-V ZONE LOT AREA=42,956 S.F PREPARED BY: -- FZ -- FLOOD ZONE EXISTING LOT COVERAGE BY STRUCTURES(HOUSE AND GARAGE) =1,520 S.F.(4%) CAPE & ISLANDS ENGINEERING --CB -- COASTAL BANK `x CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING BLOCK WALL PROPOSED LOT COVERAGE BY STRUCTURES(HOUSE,GARAGE&ADDITIONS): =1,800 S.F.(4%) INCORPORATED POST&RAIL FENCE 13 STOCKADE FENCE DEED REFERENCE:BOOK 29725 PAGE 149 800 FAL OUT PARK 508.477.7272 PHONE info@CapeEng.com x x x PICKET ROW 800 FALMOUTH ROAD SUITE 301C 508.477.9072 FAX www.CapeEng.com PLAN REFERENCE: BOOK 19 PAGE 143 MASHPEE,MA 02649 CHAIN LINK DRAWING TITLE: xx GUARDRAIL FENCE 0 20 50 100 OWNER: KEVIN CURTIN LOW LIMIT OF WORK EILEEN M.CURTIN SITE & SEPTIC PLAN HAYBALE ROW „ _ 12 WESTWOOD STREET (NO INCREASE IN FLOW) SCALE. 1 - 20 BURLINGTON,MA 01803 ASSESSORS INFORMATION: 018 084