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R �i' .'xi,�._`.. z,,.. , Town of Barnstable . . . � Building _ P st-This Card, Tha �t is Ui ibletFrom; h Sheets rove flans°;Must:be;-Retained on°Jnb and this.Cacd Mus be-Ke t 46 i a P,,osted tiL,Fiaal_ln ectlan as BeenwM,ade .., �x �;„ crud IW--here Certificate-of Oceu an is R uir d s ch Buildin shall.Notbe Occu ied:runtil anal ns ection has: eenma; e1lt e Permit No. B-17-1605 Applicant Name: DESROCHER,TIMOTHY&EILA Approvals Date Issued: 06/02/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 12/02/2017 Foundation: Location: 354 OLD JAIL LANE, BARNSTABLE Map/Lot 277-018 Zoning District: RG Sheathing: > �2 (7.&Ot4— Owner on Record: DESROCHER,TIMOTHY&EILA Contractor Na a Framing: 1 Address: 354 OLD JAIL LN y Contractor License 2 BARNSTABLE MA 02630 Est Project Cost: $20,000.00 " Chimney: Description: Stick Build 2Ox16 Pool Cabana. k Permit fee: $152.00 f Insulation: Fee Paid-: $152:00 Project Review Req: Stick Build 20x16 Pool Cabana. Date 6/2/2017 Final: _ Plumbing/Gas Rough Plumbing: BuildingOfficial Final Plumbing: -: z This permit shall be deemed abandoned and"invalid unless the work authoriied b�i s permit is commenced within six=months afterAssuance. Rough Gas: All work authorized by this permit shall conform to the approved applicatio and the approved construction documents forwhich this permit has been granted. All construction,alterations and changes of use of any building and struuctures shblll in compliance with the"local zoning by laws and codes. Final Gas: ✓ 3' F .4 This permit shall be displayed in a location clearly visible from access street y or road and shall be maintained open for public4ins"p Won for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable sign5ttires"b Electrical '�t`A,Building and Fire®ffivalsare provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: �` "✓ Rough: 1.Foundation or Footing � ,��, �, � ` � � Rou • 2.Sheathing Inspection - 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 ------------------------- TOWN OF BARNSTABLE BUILDING'PERMIT APPLICATION Map 2T1 Parcel . Dl A licati� I v 10 Health Division 8ul1-DI.NG DEPT. Date Issued Conservation Division I MAY 24 2017 Application Fee o �� Planning Dept. Permit Fee /�a�: d v TOWN OF�3 F'eN)TABLE Date Definitive Plan Approved by Planning Board �Sa Historic - OKH Preservation/ Hyannis Project Street Address 3-54/ L A Village S'7: _ Owner ,4 Address .g;E'V 046 � /� �Z.L Telephoned Permit Request �.g I g ZA Square feet: 1 st floor: existing 4—proposed-32-0 2nd floor: existing proposed Total new 3 1-0 Zoning District Flood Plain Groundwater Overlay Project Valuation—2d Construction Type Lot Size Grandfathered: ❑Yes Flo if yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 0-Kb On Old King's Highway: ❑Yes �d6 Basement Type: ❑ Full ❑ Crawl ❑Walkout ther Se_. Basement Finished Area (sq.ft.) ZIXA Basement Unfinished Area (sq.ft) Number of Baths: Full: existing er 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: ❑ Gases ❑Oil ❑ Electric Geer 410AV� Central Air: ❑Yes 31 o Fireplaces: Existing New Existing wood/coal stove: ❑Yes Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: rs�l' Zoning Board of Appeals AFzlf ❑ Appeal # Recorded ❑ Commercial ❑Yes O ,es site Ian review# Y p � Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name f Telephone Number So • . l" 2 dk:3 Address e License# . �.s 414 Home Improvement Contractor# Email ��' L G ft—of— COx4 Worker's Compensation # ALL CONSTRUCTI DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1�SIGNATURE o A, DATE _- hel a_ 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. Avnu V1 JJt1.1.Ll1.7 L.L&-RJi.V Regulatory Services Richard Y.Scan, Director Building Division t Paul Roma,Bmmimg Commissioner I i1q. 200 Main Street; Hyannis,MA 02601 16 s639� t ww w town.barnstable.ma.us Office: 508-862-4038 Fes: 508-790-6230 HOMEOWNERLIMSE EIO MON Plraee Print - DATE: JOB IACATI02�i: 1 e Z� !'t J numbcr' sinct village HOMEOWMER7:1 ®o home phone# / work phone# CURRENT /fAMINCIADDREiS: �55� Dc��7ra.�� L A, y�Qyn str zip codo The cuaent exemption for"homeowners"was extended to include owner-occuyie .dwelLmas of sIIc units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of.land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A '. person who constructs more than one home in a two-year period shall not by considered a homeowner..Such "homeowner"shall submit to the Bm7ding Official on a form acceptable to the BmMmg Official,that he/she shall be responsible for all such workperfonned under the building permit._(Section 109.1.1) The undersigned"homeowner:'assures responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Budding Department -minimmn inspection procedures and requirements and that he/she will comply with said procedures and re ements.,A SipEd=o Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger wffibe required to comply with the State Building Code Section 127:0 Construction Control HOMEOWP"S EX EMMON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the-provisions of this section(Section 1091.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to.do such worlr,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a formlcertification for use in your community. ..Town of Barnstable Regulatory Services RlANR7'ATLT ' • Richard V.Scab,Director. MAB�Lti� BnHdmg Division. Paul Roma,Building Commissioner .2D0 Main Street Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-862-4038 ,- Fax: 508-790-6230 Property Owner Must C6±nplete and Sign This o ecti.on If UsiAor A Builder -,as Owner of the mbjectptopettp �r hereb7-ivthotize to act on tap bebA in aIl=tt=s telative to woo zutho ed by Ibis building pettnit application for: (Address of Job **P of fences and alarms are the responsib' of the applicant Pools are not to be filled or utilized before fence ' ' stalled and all foal . inspections are performed and accepted. Soma ute of Owner Signatate of Applicant 1 Print Name Print Name Date QFORNMOWNE PERMSIONP00IS A- WC Guide to Wood Construction in Hiiii Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)t Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)..................................................................................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories RoofPitch ..........................................................................(Fig 2)........................................... 512:12 Mean Roof Height ..............................................................(Fig 2)............................................Aft ft <_33' Building Width,W (Fig 3)............................................ ft 5 80' BuildingLength,L ..............................................................(Fig 3). .......................................... 5 80' Building Aspect Ratio(LAIV) ...............................................(Fig 4).................................................�•ZSs 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).................................. � �f).�_<6'8" �lJ�EDIN � —EPT. 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..:........................JU'N. 1 '*Zhh. ........... 2.1 FOUNDATION Lu1 Foundation Walls meeting requirements of 780 CMR 5404.1 TOWN OF BARNSTABLE Concrete.............................................................................................................................. ConcreteMasonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION''' 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 endloint of late '; P 9 J P ...................(Fig 5).....................................�in.5 6 12" Bolt Embedment—concrete........................................(Fig 5 ...'I in.z 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_15„ PlateWasher...............................................................(Fig 5). .............................................z 3"x 3"x W 3.1 FLOORS i Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....:..............................(Fig 6).................................................. ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).............................._......... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:..............(Fig 7).................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d Floor Bracing at Endwalls...................................................(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 Heights Loadbearing walls........................................................(Fig 10 and Table 5)..................... 510' Non-Loadbearing walls................................................(Fig 10 and Table 5)..................... �_ Aft`:s_ 20' (Fig �� in.5 24 o.c. Wall Stud Spacing ..............:......................................... Fi 10 and Table 5)...:...............L Wall Story Offsets .....................(Figs 7&8) ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.......................................................(fable 5). ............................2x_fp -B ft_in. Non-Loadbearing walls................................................(Table 5)..............................2x -_ft ., in. Gable End Wall Bracing' Full Height Endwall Studs...........:................................(Fig 10)................................................................... WSPAttic Floor Length...............................................(Fig 11).............................................. ft aW/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... O ft Splice Connection(no.of 16d common nails).............(Table 6)..........................................................� AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)......................................................2 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................., , ftAb in.511' SillPlate Spans ........................................................(fable 9)............................,..... ft14 in.51a 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.............................................................(Table 9).................................._ft_in.512' Sill Plate Spans...........................................................(Table 9).................................._ft_in.:512" FullHeight Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W i Nominal Height of Tallest Opening• P�s 6'8" :r SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 10).................................................�i Shear Connection(no.of 16d common nails)(Table 10)........................................................3, -1 Percent Full-Height Sheathing.......................(Table 10).................................................All % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L „f a Nominal Height of Tallest Opening•....................................................................... 5 6'8" SheathingType.............................................(note 4). .................................................. �C Edge Nail Spacing. .......................................(Table 11 or note 4 if less) .................... in. Field Nail Spacing.........................................(Table 11)................................................. in Shear Connection(no.of 16d common nails)(Table 11)........................................................ 1 Percent Full-Height Sheathing able 11 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................ .. ............................ ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC pan 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=/_4If Lateral.............................................(Table 12).............................................L=Im plf Shear..............................................(fable 12)..............................................S= plf ............................................ Ridge Strap Connections,if collar ties not used per page 21... (fable 13)...............................T- - Gable Rake Outlooker.........................................(Figure 20)............. U ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58�) ............ Roof Sheathing Thickness........................................... .............. ........................... in. W Roof Sheathing Fastening ................... ......................(Table 2). ...................................................... Notes: ' 1. This checklist shall 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 and Figure 18b- 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. AWC Guide to Wood Construction in High Wind Areas:110 snph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing 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. iii. 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 figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE REM ON FfYAMING USE8d NAU AT6b,c. • 11 11 11 a 11 I 1.1 11 11 11 u Ir II 11 11 1 . 11 11 11 1 M 1•I .t 1 K 11 1'/1'4- K 1 , r 1 1 O 1'/ it F ii it a 1 11 0 e •11 ii �� i � II tl 11 W n 11 11 11 If µj 1 11 C 11 II W 1 11 11 1 I. I1 11 '7s 1 1 W1.1 1 1 I t 1 1 1 II 11 t DOUBLE EDGE `------- � tJAILSpACINCi � I i {{ VAt.iEl See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zohe Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' `l MIa^ t' z a �a I I, ' FRAMING MEMBERS EFI ' 1 ; EDGEITIMEDIATE , I STAGGERED 3•MIIJ #WL PATTERN PANEL PAWL EDGE DOUM E NAIL EDGE SPAM;DErAL Detail Vertical and Horizontal Nailing for Panel Attachment j i I Foundation Certification in' Barnstable Mass. Prepared For: Timothy R. Desroch,er Assessor's Map: MAP: 277 PARCEL: 18 (w'ly portion) Baxter, Nye & Holmgren, Inc. Community Panel Number: 250001 00050 D Registered Professional I F.I.R.M. Map Zone: C Engineers and Land Surveyors -Plcn Book: 559/24 812 Main St. Deed Book: 15,260/278 Osterville, MA 02655 Owner: Timothy R. Desrocher Job No. 2002-078ob,dw9 Phone- (508) 428-9131 Fox (508)-428-3750 Scale: 1" = 60' Date: 12-13-2002 a h � ry s Y N (p OJ ' O ^� �909' 03 a 1 8 � LOT 5A � o•• z a. 66,1 17+/— SQ. FT. 1.52+/— ACRES C ry "� i ° 0 o Q / AC; 9� - O 2 Nam. LD C3 o •O• ,�p2• � CIA y h OIv •• �v'. � Qv Q CB/DH FND (TYP) I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE RE NED --Tr STRUCTURE SHOWN HEREON IS LOCATED IN RELATONMqs� TO THE MONUMENTS SHOWN, AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. APR 4 ZO J R. THIS PLAN IN NOT TO BE RECORDED NOR IS IT TO 2F E ®WT USED TO ESTABLISH PROPERTY—LINES. q�.j pp lVj�� '° No. 74 11 • AKA A EGISTER-D PROFESSIONAL LAND SURVEYOR DATE "L,�3•�/� ' I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '� Parcel 0i Application # Health Division Date Issued Conservation Division Application Feel Planning Dept. Permit-Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 0E5 L L.� �42��s ([ i/F 026,?a Village �4-rUiU�f •�-d OwnersE -i C_A /��LDC/ �Z Address z)3e 11k(,�/J Telephone c9:,1 /` 7167 � I Permit Request s2n4-Lc/.`J,D &z, �r Square feet: 1 st floor: existing- �` pr oposed-5e nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation�f, Construction Type Lot Size l� Grandfathered: ❑Yes a- es, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) �� Age of Existing Structure,- Historic House: ❑Yes � On Old King's Highway: a'ss Ld Basement Type: eFull ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) f BasemgUPJ-Cijl�8e6 Alps (sq.ft) Number of Baths: Full: existing�� new ��Half: existing new / Number of Bedrooms: existing *new Total Room Count (not inclu ing baths): existing newTOW BAFirsi�`brfRoom Count Heat Type and Fuel Gas ❑ Oil ❑ Electric ❑ Other Central Air: Q Yes ❑ No Fireplaces: Existing / New l Existing wood/coal stove: ❑Yes C_N� Detached garage: ❑ exi ❑ new size_Pool: ❑ existi n� ew s ��Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size`� hed: Wexisting ❑ new siA® (�)ther: - I Zoning Board of Appeals Authho ' ation ❑ Appeal # Recorded ❑ Commercial ❑Yes C+�N0 If ,es site plan review# Y Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number_add' . 2 ? Address✓ ,e,f 1J License# Home Improvement Contractor# ILS Email Worker's Compensation # ALL CONSTRUCTION DEB IS RESULTING FROM THIS PROJECT WILL BETAKEN TO �i% SIGNATURE DATE ? FOR OFFICIAL USE ONLY 7 APPLICATION # DqE 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. d— M71 Page 1 of 2 3CACK WIC �� lAtO a 17 42 ld ct a z. w _ d qM B �v � Y fa � f�� I �� F k } 4 � http://www.fenceworks.com.au/upload files/gallery/pool_fenc'mg_curved-galt5978 jpg 5/27/2016 0 6'STEP&LOUNGE 39' rM 8 8 5 8'LIGHT PANEL 211 211 — 4' C.)C 0 3 rn ch 8 ' 0 as, 18' LIGHT 81 10' 30'-q- 391.4 j' 20'-71 PANEL DEEP 4' 8 3 31'-72 3ry 4' 40" ri 2R 9OF DEEP 6 8 2'6' 8 2 2 CF-6'RADIUS CORNER FILLER 64 1W 94 112 12' 90E-90°INSIDE EL FILLER 5'SS-5"SIOE STAIR PANEL O 5"SS 5'SS o — a v 12'STEEL STAIR —! 6'R TOP 6'R TOP STEP I I STEP �cfcK FILLER I— 12'— —I FILLER co r00Rcd T COPN6 a-aWu•ATM - seaeoM o CLUMbp " a WJM EA. TI 11 S POOL CONIFOII`1.1S TO CUSTOMER SfaNA TURE REQWRED DA rE PAW--LEM FILLI NUMBER: 16050466 APSP/ANS14CC-5201!STANDARDS I IFFRJWEBP.AGE perimeter: 535=5' Type 11 POOi FOR RHSIDENTIAL WGROUND I i PM"D vmt WER SWIMMING POOLS o STAkE " "rPwLL Surface Area: 843A2 SO FT 33 Wade Rd � i rn peraal NAME: _ 0 OOTrom volume: -- �u�nti TT l2110 phn:518-7S6-120D POOLS NACUSTOMERME: = DRALVN I i100r ilia fax:51&79&09S4 L—zsas�s—! SY: Foundation Certification in' Barnstable Mass. Prepared For: Timothy R. Desrocher Assessor's Map: MAP: 277 PARCEL: 18 Wly portion) Baxter, Nye & Hoirrlgren, Inc. Community Panel Number: 250001 00050 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Plcn Book: 559/24 812 Main St. Deed Book: 15,260/278 Osterville, MA 02655 Owner: Timothy R. Desrocher Job No. 2002-078ob.dwg Phone — (508) 428-9131 fax— (508)-428-3750 Scale: 1" = 60' Date: 12-13-2002 a4" Ln `n �o t ryryh �O' s 1 0 Z ^h 211909 �\ M CD Q `r LOT 5A _ �17 7, . z 66,1 17+/— SQ. FT.. O 1.52+/— ACRES Z11 \ r 0 CO co n 0 17 v/ 0) _ EXISTING TION Q LOCATION,,DAT 12 2-02 J A0 9�1 PROPOSED TURE J 2 GARAG J al Lo . d moo, �• S60 �h •O CIA D� <Z) hAl A- Q CB/DH FND (TYP) 9 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE STRUCTURE SHOWN HEREON IS LOCATED IN RELATON ' 4`�N Of TO THE MONUMENTS SHOWN, AND IS NOT LOCATED E. WITHIN A SPECIAL FLOOD HAZARD AREA. o J0H Gr f g R , THIS PLAN IN NOT TO BE RECORDED NOR IS IT TO BE E t USED TO ESTABLISH PROPERTY—LINES. , No. 74 EGISTER D.PROFESSIONAL LAND SURVEYOR DATE ANC 1 1 CEO AIR CONDITIONER Up an 0 �I i }}9 i �� i 3 CONDENSING GAS FURNACE 05 r an M 11 m migolij 144,1 ] Y E } h'yyS,:� -_.:-.✓1 + t 1 :wrvL '4}.. t Y.. .i'.Y is.4 'C - t a t s yct 2 r .•� Lz� max: s .� f F 5�k�-=�Y 4 .. 1; 4 �Al xFx i 1 1 1 1 i Town of Barnstable . Regulatory Services oFt Richard V.Scali,Director Building Division Paul Roma,Building Commissioner 039. 200 Main Street, Hyannis,MA 02601 �Fn" www.town.barnstable.ma.us I Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: /�2 Please Print / JOB LOCATION: OcA—{..1 - j C L't-j ,QA 4Ls Z A,_1 number ! street village HOMEOWNER /�ilvle�'`�7��f . / r-SA6Clf_ J 01 f 7 16 name home phone# / work phone# CURRENT MAILING ADDRESS: %✓ST�L1ZCf� �'��I— 0v26c9-0 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su ervisor. DEFWPI'ION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or.two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_ ep rmit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedure and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a_person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. QAWPFILES\FORMSIbuilding permit forms\EXPRESS.doc 06/20/16 Town of Barnstable Regulatory Services ` MAO& Richard V. Scali,Director i'r Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Com ete and Sign This Sectio �f Using A Builder as er of the subject property hereby authorize to act on my behalf, i in all matters relative to work authorized by tI g permit application for: (Address of J ) Pool fences and alarms are the es onsibili f the applicant. Pools are not to be filled or utilized�bP tY before, PP fence is in talled and all final _inspections are performed and accepted. 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Customer Service Browse Gate Latches&Locks Chain Link Gates Install Instructions News&Articles Gate Hinges Childcare Center Key Replacement Photo Galleries Commercial Hinges& Gates Warranty Information Videos NDPA Closers Commercial Gates Privacy Policy Blog Gate Accessories Double Drive Gates Contact Us Multimedia Center Security Locks Pedestrian Gates Selection Guides Pet Gates Pool Safety Gates Privacy Gates hftp://www.ddtechglobal.com/product/magnalatch,_top_pull—alert 7/14/2016 Tru- se Spring Hinge for Metal Gates I HardwareSource.com Page 1 of 1 im HardwareSourCe® The Hinge ZWrft Home a GATE HINGES AND HARDWARE»Swimming Pool Gate Hinges-Swimming Pool Gate Latchesu Tru Close Hinges»Tru-Close Spring Hinge for Metal Gates Tru-Close Spring Hinge for Metal Gates ,y Product Information&Specifications For gates made from metal square tubing Hinge is adjustable and self closing Made from glass-fiber reinforced polymer(UV stabilized) Will not rust and never needs lubrication Internal stainless steel spring Spring tension is incrementally adjustable with a screwdriver Hinge measures 3-25132"tall by 3-1132"wide Self closes light to medium gates up tc 55lbs per pair of hinges Weight rating is based on gate maximum size of 5'high by 3'wide Hinges include plates which snap onto hinge to cover up the screw holes(not shown in image) Uses#10 Round head screws(not included).Stainless steel screws are offered for purchase during checkout. These hinges have been independently tested to comply with strict safety standards,especially those relating to stringent swimming pool safety codes(always check with your building department for your local building code requirements) Finishes: Flat Black Technical Support Information Click Here for Dimensional Diagram. View short video on this product(1-1/2 minutes). Finish Type SKU Price Qty Unit Flat Black Tru Close TCAIS3BT 928000 $25.97El Pair � di icert reazt card 9 evs€eurtr 8 IB http://www.hardwaresource.com/hinges/gate-hinges-and-hardware/swimming-pool-gate-hi... 7/14/2016 Page 1 of 1 HardwareSour a om SKU 929 (27:n+1 13,1.s,—]` PdA—) 3/fe 136 [t � Oz htt ://w% w.hardwaresource.com/ima es/ roducts/928000 Dimensional Dia am 723201... /14 p g p _ _ gr _ 7 /2016 Town of Barnstable �0*THE r o Regulatory Services swaxsr�sc.e, Tbomas F. Geiler,Director %639."9. Building Division �m i D►,�r`+� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www,town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623f - PERMIT# FEE: $ o�2 s. OD SHED REGISTRATION 120 square feet or less Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/Parc # z Signature Date Hyannis Main Street Waterfront Historic District? Old Icing's Highway Historic District Commission jurisdiction? Conservation.Commission(signature is required) ,,L � � p,��/V;� - 2n 0, (S►gn ofo f hours for Conservation 8_OQn9 30 &3:30-4:30 PLEASE NOTE: IF YOU ARE WIT 11 N THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. SOU' .. THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 r i 1y Dh V h �o `n p� .0 S Y N 0 c`1'a 9' LOT 5A �� 'o• Q 0 F J 66,1 17+/- SO. FT. n 1.52+/- ACRES 0, co n cp p ,�Ss 0 0 °j o0 EXISTING FOUNDATION Q �� LOCATION DATE: 12-12-02 s A� -,A)g11 PROPOSED FUT O 2 GA .A,� �p Lo 00 o• '� ��. Q. S Uy o. ` 60• z `y h Al o �� p p CB/DH FND (TYP) 9 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE STRUCTURE SHOWN HEREON IS LOCATED IN RELATON =TO THE MONUMENTS SHOWN, AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. �� JOr1 4ry� s THIS PLAN IN NOT TO BE RECORDED NOR IS IT TO BE o USED TO ESTABLISH PROPERTY-LINES. n v 24 11 874 0 1 (EGISTER\D PROFESSIONAL LAND SURVEYOR DATE 0 Al Foundation Certification in Barnstable Mass. Prepared For: Timothy R. Desrocher Assessor's Map: MAP: 277 PARCEL: 18 (w'ly portion) Baxter, Nye & Holmgren, Inc. Community Panel Number: 250001 00056 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Plcn Book: 559/24 812 Main St. Deed Book: 15,2601278 Osterville, MA 02655 Owner: Timothy R. Desrocher Job No. 2602-0780b.dwg Phone- (508) 428-9131 Fax- (508)-428-3750 Scale: 1" = 60' Date: 12-13-2002 rn I LO LO �• s Y N 9 CD LOT 5A �� 'o• Q a F J 66,1 17+/— SQ. FT. n. 1.52+/— ACRES 00 �O. �O o I7 v� 11 p EXISTING FOUNDATION of Q LOCATION DATE: 12-12-02 AO 9j1 PROPOSED FUTURE O 2 GARAGE .0. Off' •`ti0 CIA •O O 9 h <2jO CB/DH FND (TYP) 9 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE STRUCTURE SHOWN HEREON IS LOCATED IN RELATON OF M TO THE MONUMENTS SHOWN, AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. JOH y� THIS PLAN IN NOT TO BE RECORDED NOR IS IT TO BE u iS N USED TO ESTABLISH PROPERTY—LINES. o. 29874 A-13-OtL P �FGISIE� R GISTERE PROFESSIONAL LAND SURVEYOR DATE A A c� 1�H'ivi `� �br Y�.CI.t? ►LDS@ iss�E'�l 11� �D�� `' e�P�re oV O p OaFLNSTABLE BUILDING PERMIT APPLICATION 1 n �W cx vkl 2r- Map - Permit# HetDivi ion Health a 0 ate Issued oc s � D ��2 Conservation Division ., , 0 / ( LAN /. j�Gj2; j� 8/t?f/� Application ZFee Tax Collector co 0 d i I p� C�Q�SIII Permit Fee�OS� 77 Treasurer k t__ II �h S c,J (�n SE C SYS MUST BE 0 o—.-� I�� _ ! ` ' I0�d `i. rEINVI:7101,', �-- JKI �TNOMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board 7 �-`'/' 0O y�-6VT�. . CODE/�, /1//402., / yp-"f?0J a�. 4\,U Historic-OKH Preservation/Hyannis Project Street Address �� Village Owner/, r Gr L Address � Telephone _5r,0 J4-- 7W--037cZ� Permit Request �� / Gyc9/� tli�°�•�s '��.�i'��, �l�� d�'. � � �.� 4114n Ae Square feet: 1st floor: existing proposed /�/�� 2nd floor: existing proposed/ � Total new �12!_ Zoning District Flood Plain Groundwater Overlay Project Valuation .6131, ?— Construction Type 'new Lot Size randfathered: ❑Yes 2lo 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: o Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) A Basement Unfinished Area(sq.ft) /Zg Number of Baths: Full: existing 0 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: al as ❑Oil ❑ Electric ❑Other Central Air: a'Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes e1T0___ Detached garage:❑existing ❑new size, Pool:❑existing ❑new size Barn:❑existing ❑new size s� Attached garage:❑existing M-new size,34rK22,6hed:❑existing ❑new size WO Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Q Telephone Number Address 02u2 2� License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO JV SIGNATURE DATE U/Z 7 le 1 _ FOR OFFICIAL USE ONLY - PERMIT NO. DATE ISSUED �( , MAP/PAR(CEL NO. ADDRIAS { �! VILLAGE. Y OWNED DATE O INSPECTION: ' FOUNDATION "IS F0_�I 1� /.� ly r / � 9_' G A X'O'w FRAME INSULATION '1--i$D-3 FIREPLACE r r ` ELECTRICAL:` ROUGH FINAL PLUMBING: ROUGH. FINAL GAS: ROUGH.' "� FINAL '�3 � yr FINAL BUILDING P.. IT r .i DATE CLOSED OUT ; -ASSOCIATION PLAN NO.' J TOWN OF BARNSTABLE t< _ CERTIFICATE OF OCCUPANCY a , *PARCEL ID 060 000 221 GEOBASE ID j ADDRESS 354 OLD JAIL LANE PHONE ' BARNSTABLE ZIP LOT 5A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT i PERMIT 70668 DESCRIPTION NEW HOME 4/BED 4 1/2 BATH 3/CAR GARAGE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: h Regulatory Services TOTAL FEES: tOND $.00 �TNE i CONSTRUCTION COSTS $.00 {. 101 SINGLE FAM HOME DETACHED 1 PRIVATE * BARNSTABLE, MASS. 039. I BUILD dYG DIVISION BY A /_ , /� DATE ISSUED 08/07/2003 EXPIRATION DATE K" `4 ( - � - - .-. .- �• ,.� _. _. _ ,green,+*y?.5� � cabs"•�+ �:}. ,� '.o c . ... TOWN 'OF BARNSTTABLE TEMPS�OCCI7PANCY'�PERMIT PARCEL ID 0.00 000 221 GEOBASE ID" ADDRESS 354 OLD JAIL LANE PHONE I BARNSTABLE ZIP - i LOT 5A BLOCK LOT SIZE DBA ' DEVELOPMENT DISTRICT PERMIT 70668 DESCRIPTION TEMPORARY OCCUPANCY #65272 PENDING ELECTRI+ j PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: i tment of ARCHITECTS: Depar .A Re ulator Services g Y.. TOTAL FEES-: BOND $.00 p1fr CONSTRUCTION COSTS $.00 x 101 -SINGLE FAM HOME DETACHED 1 PRIVATE s +' L►RN3f�ABLE,r BUILDIN SIO DATE ISSUED 08/07/2eO3 EXPIRATION DATEYC� ri1VIAT7EN'TLY.ENr CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED.UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE-.CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. . e . BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS j 181K 1c � 1/qO`'t 03 A'17 0 2— oa yr/'� 2�i•,w1 `-P)�,• 2 ��/. p ( 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT a 2 rl , Zcj -o�jC fC►A--� ,r� BOARD OF HEAL H C ; 0©, ^ �Op7 J OTHE 5 SITE PLAN REVIEW APPROVAL i I ( WORK SHALL NOT PR E:EDHE IL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APP0 STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 1 TOWN bF--kA:RNSTABLE `} TEMP OCCUPANCY PERMIT PARCEL ID 000 000 221 GEOBASE ID ADDRESS 354 OLD JAIL LANE PHONE BARNSTABLE ZIP - LOT 5A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 70668 DESCRIPTION TEMPORARY OCCUPANCY #65272 PENDING ELECTRIC: PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: ARCHITECTS: Department of Regulatory Services BOND $.00 TOTAL FEES: g y ONSTRUCTION COSTS $.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE R�" * BniwsrnBLE, • Mass. FDA BUILDIl. G DIflSION BY DATE ISSUED 08/07/2003 EXPIRATION DATE q �(a3 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA CABLE PARCEL, I'D 000 000 221 ADDRESS 354 OLD JAIL LANE BARNSTABLE � ZIP LOT- 5A . BLOCK- LOT �S I ZE_ .DBA DEVELOPMENT DISTRICT a _ PERMIT 05272 DESCRIPTION 4 BED,3 1 2 BATH PrJRCH,DECK,3 OAR GARAGE PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG,.PMT CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: ,+ A- Regulatory Services IOTAL. FEES: $1, 105.77 BOND $f:00 _ - drve 1b� CONSTRUCTION COSTS $k3, 15'2.0€3 101 SINGLE FAM HOME DETACHED 1 ` PRIVATE 614f0I __._ * BMWffrABLE, • i BUILDIIXG DIVISION DATE ISSUED 11/14/2002 EXPIRATION GATE !/ ' THIS PERMIT CONVEYS,NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS.MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1,FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS grfioi oY. 1y103 ? I�SufRflop 0 , yy 2 c��1 �)�,, 2 3 O 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 rt.r, c� -o�jcr BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL � I f WORK SHALL NOT PR ED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TIO,N. r ' II 1 1 r a f PROJECTS NAME: ADDRESS: 35 4 PERMIT# a PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX lD SLOT j Data entered in MAPS program on: BY: Iv t q/wpfiles/forms/archive I— f The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION //JJ Please Print DATE:�rl Q/ JOB LOCATIONS SH DlA �/L 4k_1 "*,- C l� nummber� street village "HOMEOWNER"�,/1!'�QY'� name home phone# work phone# CURRENT MAILING ADDRESS:pd city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and � P tY P g other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum' eS pr edures and requirements and that he/she will comply with said es an require S. Signature of Hpfnedwner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN ��Cl� /��r�.g,�v� RESIDENTIAL BUILDING PERMIT FEES . APPLICATION FEE New Buildings,Additions $50.00D Do Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ?62— square feet x$96/sq. foot=3015'2i x.0031= M plus from below(if applicable) ALTERATIONS/RENOVATTONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq. >120 sf-500 sf ` $35.00 >500 sf-750 sf 50.00 >150 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: 4 square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= ®. 00 (mimber) Deck ` x$30.00= (number) Fireplace/Chimney N I x$25.00= ®D (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 - Relocation/Moving $150.00 (plus above if applicable) Permit F `,�i _ P`pF THE�� The Town of Barnstable BARNSTABLE. ' Department of Health Safety and Environmental Services 9 MASS. 0a t639. �0 prEDM N Building Division - 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: 7-46 lk-5- cif/L Map/Parcel: 27-71aS�,/ Project Address: .35V 06b J)9/L I—N, Fu,# Builder: The following items were noted on reviewing: if 6V, 4/�/�G }. r,4 F®/Z Ale to Avu5X 3) !s` 00-6/2 /�,IU'j T`ea Pl)l cyLe-b yA9C-C/"'z-Z---( liXlf 5,r 6,F- 1 N Z-) PQ C-A�, t/ /U, Gay / ( f G-,471(5 S'"T A► f' �7 'ly" �LGlC � �G/ZGff -9)?iZOd/oe t'—a 2 f¢M a/an. 1-10 1�-T1.vG SV�57Te'owS' Reviewed by: Date q:buiIding:forms:review I r TO], IS b(mssbmsrd) �gnsls p�criptiyc Psckxz" for Qaa tad Twa�'t+a�• BaA 1 MAximu Siab 0°l�6 GL-riag Ceitiag Won Flow Ss.e IL P� EMU=? ala�►g Rrnfa� • Aral('/-) U-valu2 R-vti lue� R-dun per° 3"1 to 65G0 H D D:� Naslaal I9 .� 0.4a 3i 13 ' IZ.. 6 Q 19 19 IO 93 AFUS R 12% OJZ 30 10 . 6 0J0 13 I9 Norma! g iZ:'. . 3i 13 � .I�YA wt ' . T 15'/. 0 7 6 . 3 i 19 I O 6 Nocmal 3i 19 =S AFUE 0.445 A . .1s/. w v�. zs . wA 0.44 3a 12 6 s3 AFM 30 19 19 10 Normal w 15'!. asZ 13 7J WA WA X 1E'/. 07Z. 31 N� 19 23 WA wA y 1 a'!. 0.42 3a, 6 90 AFUS 13 I4 10 ' 6 90 AFUE Z !E% 0:42 32 1D IEY- OJO 30 14 I9 ' . • it rii��l �.�/f �� i, ADDRES5 OF PROPERTY: 2, SQUARE FOOTAGE OF ALL EXTERIOR WALLS 3, SQUARE FOOTAGE OF ALL GLAZING. 4, %GLAZING AREA(#3 DIVIDED BY#Z): S: SELECT PACKAGE(Q— AA-see chart above):' ' . ORE INVOLVED METHODS OF Dili ERMINING �GY REQUIREMENTS NOTE: OTHER M ARE AyAILASLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: N0: YES: q-farms-f980303a Footnotes to Table,15.Z.1b: I Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, Skylights, and basement windows if located in walls that enclose conditioned ipace,but exeludiug opaque doors) to the gross wall area. expressed as a'percentage. Up-to 1% of the total glazing arza may be excluded.from the U-valuat requirement. For example;3 fts of decorative glass may be excluded from a bull ding design with.300 fr of gla�ttg = After January 1, 1999, glazing U-values-must be tested and documented by the manufacturer in accordance with the National' Fenestration Rating Council (NFRC) test procedure, or'taken'from Table 11,5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss cottstruciion- If the insulation aimted s the full insulation thickness. over the exterior walls without compression; R 30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R=49 insulation. Ceiling R-values mpresent the sum of cavity insulation plus insulating sheathing (if.used). For,ventilated ceilings.insulating sheathing-must be placed between the conditioned space and•the ventilated portion of the.roof f use Do not include 'WaIl R-values represent the sum pf the wall cavity.iasnlation plus insulating sheathing (i d)• exterior siding, structural sheathing, and interior'dTAiL For example,as R-19 requirement.could be met EITHER by R-19 cavity insulation*OR*R-13'cavity insulation plus K-6 insulating' sheathing- Wail requirements 'apply to wood-fram masonry,or mass(concrete, asonry,log)wall.eonstructidns,but do not apply to metal=frame construction. .5 The floor'requiremenis apply to floors'over unconditioned spaces (such as unconditioned cmwispaces,basements, or garages). Floors over outside air must meet the ceiling rcquin=ents. 'The entire opaque portion of any individual basement wall whiz as average depth Less than 50%below grade must meat the same R-value requirement.as above-grade walls. Windows and sliding glass•doors of conditioned bz cements must be included -.ith the other..glazing. Basement doors must meet the door U-value requirement d-scribed in Note b. The R-value requirements are for unheated slabs,Add an additional R 2 for heated slabs, ' If the building utilizes electric resistance heating use compliance approach 3;4, or S. if you plan to install more than one piece of heating equipment or.mcre�than one piece of cooling equipment, the equipment with the lowest' efficiency must meet or exceed the efffeiency required by the selected package. 'For,Heating-Degreb Day requirements of the closest city or town sae Table J5.2.Ia, NOTES: a) Glazing areas and U-values are maximu acceptable.levels.Insulation R values are minimum acceptable levels. m R-value requirements arc for insulation only and do not include structural Components Door U-values must be tested b) Opaque doors is the building envelope must have a U-value no a cedure or taken from the door U-value and documented by the manufacturer in.accordance with the NFRC test pro in Table J1.5.3b. If a door contains glass and an aggregata U-value rating for than door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door.- One door may be excluded from this requiremenf(Le.,may have a U-value greater than 035). cr c) if a ceiling,wall, floor,basement wall,slab-edge,or awl space wall component includes two or more areas with different insulation levels,the,component complies if the area-weighted average R value is greater than or equal to the R-value requirement for that component. Glaring or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0,35 for doors). .' _ 43 I 1 Affidavit of Substantial Financial Interest I, /i�oi �• of n on oath s�, depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map, , Parcel The address of the property is3sy 2. I have %e). % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twe lve months from toda 's date, which is GT , the following individuals or entities have had a 1% or greater legal or equi able interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is / I have had a % or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address. C)M/A? 5. Within this calendar year,.I have submitted ® building permit applications for property in which I have a 1% or greater legal or equitable interest. 6.. Within the last ten days, I have submitted ' building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. V�'ithin this month, I have submitted building permit applications for property in; which I have a 1%0 legal-or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of t�2 Slgn 00 4 1 2001-0050/affin O/LOTTERY/AFFIDAVIT BOISE CASCADE-BC CALCTm 2001a DESIGN REPORT -US Tuesday,October22,200211:02 Fite Double - 1 3W' x 91/2" V-L SP 2900 Name: Tim Desrosier Res. Job Name - Tim Desrocher Customer - Same Address - 35401d Jail Lane Specifier - Rick Lowe Designer - Technical Image City,State,Zip- Barnstable,Ma. Company: - Botello's Code Reports - ICBO 5512,BOCA 98-52,SBCC19852 Misc: - Beam calc 2nd.floor over kitchen. 2, 1 Standard Load-,40-PSF 115 PSF Tributary 14-00 00 L 12" 1/2- 4 1/2" 3-1/2' BO 07-00-00 B1 04-09-00 B2 08-01-00 B3 28334bs-EL bs" 'be L -------3155-lbsTLL 1515 Ibs DL 3124 bs DLTotal Horizontal Length-4WOWL 1745 Ibs DL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 19-10-00 40 PSF 15 PSF 14-00-00 100 Member Type: - Floor Beam 1 ceiling load Unf.Lin.Load Left 00-00-00 19-10-00 350 PLF 140 PLF n/a 100 Number of Spans - 3 2 wall loads Unf.Lin.Load Left 00-00-00 19-10-00 0 PLF 160 PLF n/a 100 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 8512 ft4bs 65.2% @ 100% 7 3-Left Tributary 14-00-00 End Shear 3769 Ibs 58.60/0 @ 100% 4 3-Right Repetitive n/a Cont.Shear 5698 Ibs 88.6% @ 100% 7 3-Left Construction Type n/a Total Deflection U551(0.176) 43.5% 4 3 Live Deflection U837(0.116") 43.0% 4 3 Live Load 40 PSF Total Neg.Dell. -0.044" 8.8% 4 2 Dead Load 15 PSF Max.Dell. 0.176"(Limit:l") 17.6% 4 3 Part Load 0 PSF Span/Depth 10.2 3 Duration 100 Disclosure Bearing Supports The completeness and accuracy of Name Type Dim.(L x W) Value %Allowed Case Material the input must be verified by anyone B0 Wall/Plate 3-1/2"x 3-1/2" 43781bs 84.1% 4 Spruce-Pine-Fir who would rely on the output as 81 post 3-1/2"x 3-10 9968 Ibs 95.7% 6 Versa-Lam evidence of suitability for a B2 Post 3-112"x 3412" 11637 Ibs 111.8% 7 Versa-Lam particular application. The output B3 Wall/Plate 3-1/2"x 3-1/2" 4900 lbs 94.1% 4 Spruce-Pine-Fir above is based upon building code-accepted design properties CAUTIONS; and analysis methods. Installation of Boise Cascade engineered wood Bearing B2 cannot support a load of 11637 Ibs. products must be in accordance with the current Installation Guide and the applicable building codes. NOTES: To obtain an Installation Guide or if Design meets Code minimum(L/240)Total load deflection criteria. you have any questions,please call Design meets Code minimum(U360)Live load deflection criteria. (800)232-0788 before beginning Design meets arbitrary(T)Maximum load deflection criteria. product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE -BC CALCTm 2001a DESIGN REPORT -US Tuesday,October22,200211:19 Triple - 1 3/4" x 11 7/8" V-L SP 2900 Name: Tim Desrosier Res.Main Gert Job Name - Tim Desrocher Customer - Same Address - 35401d Jail Lane Specifier - Rick Lowe Designer - Technical Image City,State,Zip- Barnstable,Ma. Company: - Botello's Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misa - Beam calc main gert Standard Load-40 PSF 110 PSF Tributary 12-00-00 1/2" 1/2" 1/2" BO 11-09-00 M1� 08-01-00 B2 09-01-00 �r 09-01-00 7 Ibs LL �02�,�s 273r lbs �4,II,bs-LL ------5514-ibs LL 31 9 Ibs DL 8210�bs DL Total Horizontag"Dhs-00-00 7189 DL 2233 lbslDL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 3""0 40 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam 1 post load Conc.Pt Load Left 00-00-00 00-00-00 2833 Ibs 1545 lbs n/a 100 Number of Spans - 4 2 post load Conc_PL Load Left 07-00-00 07-00-00 6844 Ibs 3124 lbs n/a 100 Left Cantilever - No 3 post load ConC_PL Load Left 11-09-00 11-09-00 7750 Ibs 3887 lbs n/a 100 Right Cantilever - No 4 2nd floor load Unf.Lin.Load Left 19-10-00 38-00-00 560 PLF 210 PLF n/a 100 5 Ceiling load Unf.Lm.Load Left 19-10-00 38-00-00 350 PLF 140 PLF n/a 100 Slope 0/12 6 wall load Unf.Lin.Load Left 19-10-00 38-00-00 0 PLF 160 PLF We 100 Tributary 12-00-00 7 post load Conc.Pt Load Left 19-10-00 19-10-00 3155 Ibs 1745 lbs n/a 100 Repetitive n/a Construction Type n/a Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 26936 ft4bs 90.2% @ 100% 4 1 -Internal Dead Load 10 PSF End Shear 5727 Ibs 47.5% @ 100% 5 4-Right Part Load 0 PSF Cont.Shear 10821 lbs 89.8% @ 1000/0 6 1 -Right Duration 100 Total Deflection L/383(0.368') 62.6% 4 1 Live Deflection U529(0.266") 68.0% 4 1 Disclosure Total Neg.Defl. -0.103" 20.7% 4 2 The completeness and accuracy of Max.Defl. 0.368"(Limit:V) 36.8% 4 1 the input must be verified by anyone Span/Depth 11.9 1 who would rely on the output as evidence of suitability for a particular application. The output Bearina Supports above is based upon building Name Type Dim.(L x W) Value %Allowed Case Material code-accepted design properties BO Wall/Plate 34/2"x 5-1/4" 10388 lbs 133.0116 4 Spruce-Pine-Fir and analysis methods. Installation B1 Post 34/2"x 3-1/2" 28413 lbs 272.9% 6 Versa-Lam of Boise Cascade engineered wood products must be in accordance B2 Post 3-1/2"x 3-1/2" 16778 Ibs 161.1% 7 Versa-Lam with the current Installation Guide B3 Post 3-11r x 3412" 22608 lbs 217.1% 2 Versa-Lam and the applicable building codes. B4 Wall/Plate 3-1/2"x 5-14' 7743 lbs 99.2% 5 Spruce-Pine-Fir To obtain an Installation Guide or if you have any questions,please call CAUTIONS: (800)232-0788 before beginning Bearing BO cannot support a load of 10388 lbs. product installation. Bearing 61 cannot support a load of 28413 lbs. Member is not fully supported at post B1. A connector is required at this bearing. Bearing 82 cannot support a load of 16778 lbs. Member is not fully supported at post B2. A connector is required at this bearing. Bearing B3 cannot support a load of 22608 lbs. Member is not fully supported at post B3. A connector is required at this bearing. NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria_ Page 1 of 2 BCI@ and Versa-Lam@ are registered trademarks of Boise Cascade Corp. BOISE CASCADE -BC CALC"" 2001a DESIGN REPORT-US Tuesday,October22,200211:19 File Triple - 1 3/4" x 11 7/8"V-L SP 2900 Name: Tim Desrosier Res.Main Gert Job Name - Tim Desrocher Customer - Same Address - 35401d Jail Lane Specifier - Rick Lowe Designer - Technical Image City,State,Zip- Barnstable,Me. Company: - Botello's Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc.- - Beam calc main gert. Design meets arbitrary(1'j Ma)dmum load deflection criteria. Page 2 of 2 BCIO and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE -BC CALCTm 2001a DESIGN REPORT-US Tuesday,October22,2002 09:45 Double - 1 3/4" X 11 7/8" V-L SP 2900 Name: Untitled Job Name - Tim Desrocher Customer - Same ,Address - 35401d Jail Lane Specifier - Rick Lowe Designer - Technical Image City,State,Zip- Barnstable,Ma. Company: - Botello's Code Reports - ICBO 5512,BOCA 98-52,SBCC19852 Misc: - Beam talc 1 st floor girt.#2 a 3 2 1 gm Standard Load-40 PSF 115 PSF Trbutary 07 00 00 [ -1/2" 3-112'c� 42 BO bs�t 08-09-00 „� 1 LL 08-06-00 „�B2 08 09-00 � 264-fbs L 20 Ibs DL 5608�bs DL 5608 DL 2084 Ibs DL Total Horimntal Length-26-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 26-00-00 40 PSF 15 PSF 07-00-00 100 Member Type: - Floor Beam 1 2nd floor load Unf.Lin.Load Left 00-00-00 26-00-00 280 PLF 105 PLF n/a 100 Number of Spans - 3 2 ceiling load Unf.Lin.Load Left 00-00-00 26-00-00 175 PLF 70 PLF n/a 100 Left Cantilever - No 3 roof load Unf.Lin.Load Left 00-00-00 26-00-00 350 PLF 140 PLF n/a 115 Right Cantilever - No 4 wall loads Unf.Lin.Load Left 00-00-00 26-00-00 0 PLF 160 PLF Na 100 Slope 0/12 Controls Summafv Tributary 07-00-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 13899 ft4bs 60.7% @ 1150% 6 1 -Right Construction Type n/a End Shear 4688 Ibs 50.7% @ 1150/0 4 1 -Left Cont Shear 7265 lbs 78.6% @ 1159/6 6 1 -Right Live Load 40 PSF Total Deflection U681 (0.154") 35.2% 4 3 Dead Load 15 PSF Live Deflection U947(0-111`) 38.0% 4 1 Part load 0 PSF Total Neg.Defl. -0.06T' 13.4% 4 2 Duration 100 Max.Defl. 0.154"(Limit:1") 15.4% 4 3 Span/Depth 8.8 1 Disclosure The completeness and accuracy of the input must be verified by anyone Bearinq Supports who would rely on the output as Name Type Dim.(L x W) Value %Allowed Case Material evidence of suitability for a BO Wall/Plate 3-112"x 3-1/2" 6348 lbs 121.9% 4 Spruce-Pine-Fir particular application. The output 131 Post 3-1/2"x 3-1/2" 16872 Ibs 162.0% 6 Versa-Lam above is based upon building B2 post 3-1/2"x 3-1/2" 168721bs 162.0% 7 Versa-Lam code-accepted design properties I B3 Wall/Plate 3412"x 3. 1r 6348 lbs 121.9°/6 4 Spruce-Pine-Fir and analysis methods. Installation of Boise Cascade engineered wood CAUTIONS' products must be in accordance with the current Installation Guide Bearing BO cannot support a load of 6348 lbs. and the applicable building codes_ Bearing B1 cannot support a load of 16872 lbs. To obtain an Installation Guide or if Bearing B2 cannot support a load of 16872 lbs. you have any questions,please call Bearing B3 cannot support a bad of 6348 lbs. (800)232-0788 before beginning product installation. NOTES: Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Page 1 of 1 BCI®and Versa-Lam®are registered-trademarks of Boise Cascade Corp. BOISE CASCADE-BC CALC7u 2001a DESIGN REPORT-US Tuesday,October 22,2002 09:59 File Double - 1 314" x 11 7/81' V-L SP 2900 Name: Untitled Job Name - Tim Desrocher Customer - Same Address - 35401d Jail Lane Specifier - Rick Lowe Designer - Technical Image City,State,Zip- Barnstable,Ma. Company: - Botello's Code Reports - ICBO 5512,BOCA 98-52,SBCC19852 Misc: - Beam talc.1st floor girt-3 A 3 z .1 Slandard Load-49 PSF 115 PSF Tributary 13-0oA0 1/2" - i/2» 3-1/2' BO 06 06 QO B1 p�p�00 62 bs LL 4409ii -_tJ= 3882-1b 16 6 Ibs DL Total Horiz r-13-00-00 16M lbs PL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-00-00 40 PSF 15 PSF 13-00-00 100 Member Type: - Floor Beam 1 wait load Unf.Lin.Load Left 00-00-00 13-00-00 0 PLF 80 PLF n/a 100 Number of Spans - 2 2 2nd.floor load Unf.Lin.Load Left 00-00-00 13-00-00 520 PLF 195 PLF n/a 100 Left Cantilever - No 3 wall load Unf l-in.Load Left 004"0 13-00-00 0 PLF 80 PLF n/a 100 Right Cantilever - No 4 ceiling load Unf.Lin.Load Left 00-00-00 13-00-00 325 PLF 130 PLF n/a 100 Slope 0/12 Controls Summary Tributary 13-00-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 10862 ft-lbs 54.W/o @ 100%. 2 1-Right Construction Type nla End Shear 3532 lbs 44.01/16 @ 100% 4 1-Left Cont Shear 6320 lbs 78.70/6 @ 100% 2 1-Right Live Load 40 PSF Total Deflection U1525(0.051") 15.7% 5 2 Dead Load 15 PSF Live Deflection U1984(0.039`) 18.1% 5 2 Part Load 0 PSF Total Neg.Defl. -0.009" 1.9% 4 2 Duration 100 Max.Defl. 0.051"(1-imit 1") 5.1% 5 2 Span/Depth 6.6 1 Disclosure The completeness and accuracy of the input must be verified by anyone Bearinq Supports who would rely on the output as Name Type Dim.(L x W) Value %Allowed Case Material evidence of suitability for a Bo Wall/Plate 3412"x 34/2" S568lbs; 106.9% 4 Spruce-Pine-Fir particular application. The output B7 Post 34/2"x 3412" 16711 lbs 160.5% 2 Versa-Lam above is based upon building B2 Walt/Plate 34W x 3412" 5568 lbs 106.9°/6 5 Spruce-Pine-Fir code-accepted design properties and analysis methods. Installation CAUTIONS: of Boise Cascade engineered wood Bearing support a load of 5568 tbs. BO cannot su products must be in accordance with the current Installation Guide Bearing B1 cannot support a load of 16711 lbs. and the applicable building codes. Bearing B2 cannot support a toad of 5568 lbs. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning NOTES: product installation. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 BCI@ and Versa-Lam@ are registered trademarks of Boise Cascade Corp. BOISE CASCADE -BC CALCTO 2001a DESIGN REPORT-US Tuesday,October22,200210:05 File Quadruple - 1 314" x 16" V-L SP 2900 Name: Untitled Job Name - Tim Desrocher Customer - Same Address - 35401d Jail Lane Specifier - Rick Lowe Designer - Technical Image City,State,Tip- Barnstable,Ma. Company: - Botello's Code Reports - ICBO 5512,BOCA 98-52,SBCC19852 Misc: - Beam calc.2nd floor over garage. 1 Standard Load-40 PSF 115 PSF Tr a"13-0" BO B1 57?0lbs LL 5720 Ibs,LL 2411 Ibs DL Total Horizontal Length-22-00-00 2491 Ibs IDL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 15 PSF 13-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 45163 ft4bs 64.6% @ 100% 2 1-Internal End Shear 7216 lbs 33.3% @ 100% 2 1-Left Slope 0/12 Total Deflection U320(0.823) 74.9% 2 1 Tributary 13-00-00 Live Deflection U460(0.5741 78.2% 2 1 Repetitive n/a Max.Defl. 0.823"(Limit V) 82.3% 2 1 Construction Type n/a Span/Depth 16.5 1 Live Load 40 PSF Dead Load 15 PSF Bearina Supports Part load 0 PSF Name Type Dim.(L x W) Value %Allowed Case Material Duration 100 BO Wall/Plate 3-1/2"x 7" 8211 Ibs 78.9% 2 Spruce-Pine-Fir B1 Wall/Plate 3-1/2"x 7" 8211 Ibs 78.9% 2 Spruce-Pine-Fir Disclosure The completeness and accuracy of the input must be verged by anyone NOTES' who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(L1360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. i above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lamb are registered trademarks of Boise Cascade Corp. L i' Bea 15260 Po278 052349 06-14-2002 Q 09:25u QUITCLAIM DEED CAROL B. RYAN of 43 Pond Street, Marblehead, Essex County, Massachusetts In consideration of TWO HUNDRED FIFTEEN THOUSAND AND 00/100 ($.215,000.00) DOLLARS PAID Grant to TIMOTHY DESROCHER and EILA DESROCHER of 867 Strawberry Hill Road, Centerville, Barnstable County, Massachusetts ,� pg �+.►SbA,►0 n,►D w44 per,, I With QUITCLAIM COVENANTS The land situated on Old Jail Lane and being shown as LOT 5A on a plan entitled "Plan of Land in Barnstable, MA For William Wesselhoeft, Jr." dated July 14, 2000, drawn by Edward E. Kelley, Reg. Prof. Land Surveyor, Cummaquid, MA, recorded in the Barnstable Registry of Deeds in Plan Book 559, Page 24. No rights are hereby granted in the private way shown on said plan as Hubbards Road. Said premises are conveyed subject to and with the benefit of all matters set forth in Land Court Confirmation Decree, Case No. 36999 dated June 9, 1978 recorded in Barnstable Deeds Book 2725, Page 245. For title see deed recorded with Barnstable County Registry of Deeds in Book 13400, Page 100. Also see Estate of John. A. Ryan, Barnstable Probate Case No. 01P0458EP1. PROPERTY ADDRESS: Lot 5A Old Jail Lane, Barnstable, MA. Executed as a sealed instrument this 61-%— day of tl" , 2002. REG F-E. %# >vA�::� IMELPL Carol B. Ryan 06/14/02 9:34AM 01 COMMONWEALTH OF MASSACHUSETTS 000000 #4409 Essex ss. FEE $T5..30 , , 2002 GASH $735_30 Then personally appeared the above-named Carol B. Ryan and acknowledged the foregoing instrument to be her free act and „ deed, before me, C J C'J [`J Cn w. UA .-. , � 4" 40 o I ti I o z s w ; m Notary blic sion Expires: o X x ARNSTABLE U t J EGISTRY OF DEEDS Lr a o TRUE COPY,ATTTANST BLE REGISTRY OF DEEDS JO N F,MEADE,REGISTER i i a,001xy% • FAGE; 4 lid W6 31 P 1:Ob l •` 03 ASSESSORS SCALE P� �,2 r." 2� PARCEL Is m' N ZONE rw limmom MOTH•200 Fr, b� PRONT-oIND SETBACK.So PT. SIDE AND NEAR YARD SETBACK•ISFT. NR/IIMAI AREA•65.Wo 9O.FT. `•� s t� 4y e -"T w— — E ca it "_le n� 1 yby 1 'V N _ / PLAN OF LAND IN BARNSTABLE,MA. FOR WILLIAM WESSELHOEFT,JR. e MTN TwitWASA[fAM D/ °. �� JUIr N.2oo0 0 2D BO 8G M IESISTER OF DEWS. S SCALE9CALE 1�401 JULY N.2000 +b. �,3a/� ' / ROL P�Ror.LAND suRv roll Ira PRIORLAWaul1V! ~'4L oummAOwo rA 02637 I APP11OVAL uNDER THE Su901vmw CONTROL / LAW NOT FirouIRED. EL OW":-WILUAN WESSNOEFT,JR.TRUSTEE o6E ".:00�./� _ C/O SCHWABE,WILLIANSON,ETC. 1420 FIFTH AVENUE.STE.3400 / ...,/ur. ., ....... SEATTLE.WA. 98101 BARN T�NB BOA1l0 81K.97104 P0.181 NON[= Nlarm"A COMPLIANCE SRN THE ZONING ORIDNANCI[ REDARE10li3 HAS SEEN MADE ON INTENDED BY THE ABOVE 0WORSENENT.' PLAN WE-LOI 3 PL.9K.336 PQ 13 �pv 11 _ _ c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATI N ('flap ParreseLw- Permit Health Division ��C/ �r�, D2:r Date Issued -3 ej- c4 f Conservation Division Z Z &D Fee l U 3 Tax Collector /��/�/` 3� ,A G 1 aA I L / SlYMC SYSTEM IV,tu"� aZ Treasurer �1126U� Planning Dept. N,) aj $�.�, •,��, o f—a 2v.�^�.w INSTALLEDmk ITLE SLIANCE Date Definitive Plan Approv d b Planning Board `��/` U P cv�' \` ENVIRONMENTAL CODE AND ��aU-!cL. N -} aa,5 ,YLecl IONS Historic-OKH Preservation/Hyannis `" NlNG PE Project Street A res_?110) L Z D_� ,Village /� i � e.s s ej o e Owner Address ► S x Telephone Permit Request 6 , lJv Square feet: 1st floor: existing prop e 0 n oor: xistin proposed �bY tal new � Valuation 33 y , � �Zoni g str t ood Pla Groundw er Overlay Construction Type o ZLA�« Lot Size �l� 5- Grandfath d: ❑Yes ❑No If yes, attach sup p ng documentation. Dwelling.-Type: Single Family Two Famil ❑ Iti- mily(#units) Age of Existing Structure Hist ' House: ❑Yes ❑ On Old King's Highway: Yes ❑No Basement Type:AFull ❑Crawl ❑Walkout ❑Othe Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) `�bo Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new r Total Room Count(not including baths): existing new //L First Floor Room Count Heat Type and Fuel:XGas ❑Oil ❑ Electric ❑Other Central Air: XYes ❑No Fireplaces: Existing NewZ�d Cp Existing wood/coal stove: ❑Yes Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn: ❑existing ❑new size Attached garage:❑existing(dnew size 2464 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use I I � BUILDER INFORMATION Name z151 Telephone Number Address 5-�D C.J. 1�0 w Si ' License# III/",V-y4,(5 11-fi1 - Home Improvement Contractor# 6 Z6 3/ Worker's Compensation# nJC 4-o 8 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO / o'l, 17U /l Sleds ' SIGNATURE DATE FOR OFFICIAL USE ONLY - s Z - ' PN'N IT NO. DATE ISSUED MAP/PARCEL NO. ' ADDRESS• - ` VILLAGE OWNER DATE OF INSPECTION 4 FOUNDATION _ FRAME ! INSULATION ; FIREPLACE .. J s ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH ,.,, FINAL; GAS: ROUGH :- s _ tL/ 4 FINAL.BUILDING =�* .. ► A^, ,'�: «.. 'may ✓ ` DATE CLOSED OUT _. IRIR A 'r` C 1..s �„J �, �.. ,sr�� gay.-.- ..,. `.:� y" "..+" � ASSOCIATION PLAN NO. w i T011,;N OF BARNSTABLE PROPOSED POOL HOUSE, ECEJD FOR 4117 M-W 2LE AM 9: 12 .4 R14 D E S R O C H E R R E S I D E N C E,,,.��. 354 OLD JAIL LANE NT B R A 2 A NASTABLE M 0 630 ME 4 1 PERMIT SET . OVER SHEET APRIL 4,2017 1 OF 4 APRIL 4, 2017 A-0 G Apt, T ' NT 0,_j 3'-10" S A1.1 �A .1 SHINGLE CAP, j ___rzz= n�- _ ) TYPICAL ASPHALT TYPICAL EXTERIOR WALL 2X6 WALL STUD @ 16"O.C. _i ARCHITECTURAL 1/2"PLYWOOD SHEATHING o I+ — -7-- ROOF SHINGLES MOISTURE RETARDER CEDAR CLAPBOARD SIDING N N 2 4 �FLOORING WNERPER io A1.1 4 A1.1 o o ROOF SKYLIGHT 5'0"x6'8"FULL LIGHT EXTERIOR DOOR W/15" _ h.. T SIDELTTE @ EACH SIDE THRESHOLD _-� L rt_ _ —SEEMLESSALUMINUM �- N � GUTTER ON 1 x8 PVC All � y j FASCIA ivvzsae W2646 ., . o 0 _ k o 0 "CONCRETEAPRO P.T.4x4 POST W/PVC 6 N � ENCLOSURE 2'-10" 7'-2" 7-2" 2'-10" W/THICKEN EDGES y 20'-0" 1 ROOF PLAN _ FLOOR PLAN PROPOSED POOL HOUSE FOR DESROCHER RESIDENCE 354 OLD JAIL LANE BARNASTABLE.MA 02630 FLOOR&ROOF PLANS APRIL 4,2017 2 OF 4 A- 1 I ? 1 i� SHINGLE CAP,TYP.------ MAX.HEIGHT/-\ — — — — — SHINGLE CAP,TYP. MAX,HEIGHT 15'-7 l 15'7 1/2" I ARCHITECTURAL ASPHALT ARCHITECTURAL ASPHALT ROOF SHINGLES ROOF ROOF SHINGLES SKYLIGHTS ALUMINUM GUTTER ON —ALUMINUM GUTTER ON i 1 x8 PVC FASCIA PAINTED - / 1 x8 PVC FASCIA PAINTED _ T.O.PIate V _ _ i.O.PIate — — — — — — — — — -- — � t B'-4 1 J2" PVC BEAM ENCLOSURE 1 x6 CORNER BOARD PAINTED,TYP, Aw2a1 Aw2e1 --AWNING WINDOW W/ 1 x4 PVC TRIM,TYP. PAINTED,TYP. —PVC POST ENCLOSURE PAINTED, 1 x6 CORNER BOARD CEDAR CLAPBOARDS, - Typ• PAINTED,TYP. SIDING — — Tw2646 _ CEDAR CLAPBOARDS. i SIDING _ 1st FIT EI' — 1st FIr o" 8 J LEFT ELEVATION _ J BACK ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" s —SHINGLE CAP,TYP. MAX.HEIGHT OL, _ — — _ A1.1— �—SHINGLE CAP,TYP. _ MAX.HEIGHT 15'5'-7 1/2" 15'-7 1/2" — - ARCHITECTURALASPHALT _ _ ARCHITECTURAL ASPHALT ROOF ROOF SHINGLES - ROOF SHINGLES SKYLIGHT — -. Skylight ROOF SKYLIGHT ALUMINUM GUTTER ON -- - _...--,_ -,a - .--.-.- -._i.__ - ALUMINUM GUTTER ON 1 x8 PVC FASCIA PAINTED L t 1 x8 PVC FASCIA PAINTED T.O.P-- ktte_L , _1 t t _ _ — 8 Tate 8'4 1!2"V �1 PVC BEAM ENCLOSURE -- PAINTED,TYP. DOUBLE HUNG WINDOW —1 x6 CORNER BOARD - W/1 x4 PVC TRIM,TYP. PAINTED,TYP. PVC POST ENCLOSURE,TYP. PVC POST CEDAR CLAPBOARDS, -'tl CEDAR CLAPBOARDS,SIDING ENCLOSURE T,A,2 SIDING646 TW26a6 PAINTED,TYP. — 5'-0"a 8" —1x6MUDSILL,PANTED PROPOSED POOL HOUSE 1 St FIT El.d1 _ 1st_ Flr E01 FOR DESROCHER RESIDENCE 354 OLD JAIL LANE n RIGHT ELEVATION n FRONT ELEVATION BARNASTABLE,MA 02630 L — 1/4ii = 1'-011 1/411 = 1'-0" PROPOSED ELEVATIONS APRIL 4,/2017 3 OF 4 ^-2 i MAX,HEIGHT`\� -- — — —- — — — -- —15'77 15 /2„ j- ?^ ARCHITECTURAL ASPHALT �---" =-; ROOF SHINGLES 'y 2x8 ROOF RAFTER 74 - @ 16"O.C. - , ALUMINUM GUTTER ON ,q Ix8 PVC FASCIA PAINTED '( ' L A 1 1e� - _ — - - — $,48 1 2 7--- V PVC ENCLOSURE PAINTED ON(3)2X8 BEAM (V --TYPICAL PVC ENCLOSURE Y 4"CONCRETE SLAB W/6x6 ON P.T.4x4 WOOD POST ml. W1.4xW1.4 WWF OVER 6 MIL ONPSON CAP POLYETHYLENE VAPOR &CAP CC44 BARRIER OVER 6"CRUSHED STONE OR COMPACTED FILL 1stFIT S 0 L —TYPICAL 8"CONCRETE WALL DROP TOP OF WALL FOR W/(21#4 TOP&BOTTOM DOOR OPENING —10"CONCRETE PIER ON o TYPICAL 16"X8"CONTINUOUS 24"BIG FOOT,TYPICAL CONCRETE FOOTING W/(2)#5 - Footin i I�ection "S" 20'-0" s A1.1 M Q II II II II II III-. �I II II - II `11 II _ ----- — -- -- — ----- l� lL _ II y —r- .-:.', 1. • II 2x8 @ 1'-4„I `a� II II II ROOF RAFTER II II II II yp/= _ = I I L- _ 1 ..� TYPICAL 8 CONCRETE Wl(2)#4 TOP&BOTTOM T.O.W(0"),, _ 1 � j F. TYPICAL 1 �--— -1 - - - -/2\\ II II II �III II II II /i - - I �, I � CONTINUOUS 005 CONCRCR ETE� �_�' I. ,• 1 . - - - J w �Y" I 'FOOTING W/(2)#5 I 4„ „SLAB EL (074 4 8„ 411 I = = DOUBLE RAFTER- - - - `r° 4"CONCRETE SLAB W/6x6 W1.4xW1.4 WWF OVER 6 MIL POLYETHYLENE VAPOR ..BARRIER OVER COMPACTED FILL STONE OR...'�-'.��.: 14 1 N i @ DOUBLE RAFTER- - - DOUBLE RAFTER N O - - - - - ill III I\\ - - - - - N C I • 'I _ _ 1 • I lul DOUBLE RAFTER 1 ,. 1/2'COMPRESSIBLE FILLER I \�$°ti @ PERIMETER,TYP. � I I 'I I "y+NIZ.;/ \ p 1 I DROP TOP OF WALL FOR . DOOR OPENING .^1 V L= ----�— — — - — m — ------- -- __ -_---- ___--- I I I I I = / i� II II II II III II II II II \\ III)_. II 6"CONCRETEAPRON I� - PROPOSED POOL HOUSE t II 2x8 @ 1'-0" II II �' _ I W/THICKEN EDGES 11 FOR 11 — II ROOF RAFTER II n DESROCHER RESIDENCE 11= � fqI M q= I =1u- jF =_�I =IIM Eli —4= u u u (3)2x8 DROP BEAM 11 I u 354 OLD JAIL LANE 10"CONCRETE PIER ON TYPICAL P.T.4x4 WOOD BARNASTABLE,MA 02630 24"BIG FOOT,TYPICAL POST ON SIMPSON BASE 5'-6" 9'-0" 5'-8" ABU44&CAP CC44 20'-0° SECTION, FOOTING&ROOF FRAMING PLAN ROOF FRAMING PLAN F FOUNDATION PLAN APRIL 4./2�017 4 OF 4 • r , r ' t • --] 39' S STEP&LOUNGE F� 8'LIGHT PANEL 3 8 8 2 GENERAL NOTES: -- 2R 211 1) POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES SHALL BE 1N q. ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS. 3 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY,GRADING. FENCING,WALLS OR OTHER SITE INFORMATION. 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL 8 AND STATE REGULATIONS. 4) CONTRACTOR SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS OF 8. INSTALLATION AREA. ,,1. 30'-94" 10' 8' LIGHT IV zo'-r "'d DEEP PANEL ANSI/NSPI—TYPE II POOL-DIVING PERMITTED POOL COMPLIES TO NSPI-5 15 14' 8 4' 8 3 i ADDITIONAL NOTE 30, 31-7r11" 4' IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, 40" THAN COMPLIANCE TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY DEEP 9OF 2R ACT IS REQUIRED: 2 2 8 Z G 8. e DRAIN COVERS ASME Al12.19.8 2007 AT 3'-0"MIN APART AND � ENTRAPMENT AVOIDANCE MUST BE INSTALLED. '4 11r 6'41/z- CF__r RADIUS CORNER FILLER CODE COMPLIANCE A. MASSACHUSETTS 18'_t t4' 9OF-91V INSIDE EL FILLER 1T 5 —5'"SS SIDE STAIR PANEL COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE 780 CMR(e ED.)' 5"SS 5"SS B. ELECTRICAL&PLUMBING 12'STEEL STAIR AND I THE CONSTRUCTION INSTALLATION OF ELECTRIC WIRING,GROUNDING 6"R TOP M TOP STEP I STEP AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO FILER {— 12' FILLER THE CURRENT ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. 4 of cow"o ALL PLUMBING MUST COMPLY W ITH THE CURRENT ADOPTED STATE CODE. ucmeo�� THIS POOL CONFORMS TO CUSTMER SIG TUT r�out>xL=n ua1E E" - �so�o$s4 ` °�e""e""m v`�w I FILE NUMBER. APSP/ANSUICGS 201 STANDARDS I E Type II Pool FOR RCOMCFEMEsrotamlu u�cGROUND 1 MUM '� . 1 en ter: 13 -T SWRAMINO POOLS &WeSurface Area: 843.42 SQ FT 33 W�>R. •jImpeirial rvoo� Latham,NY 12110 POOLS C1 usfTEME -- ao►Tow Volume:— phn-518-786-1200 GRAtNN� � �8 f=518-786.0954 L-7d WEROQ;J E4Y: OF 1w11ss�cy JAAdES A.MARX,JR. 4a<f' ss!1w ix Jf. - • NO.36365 SOT��G1STC��O /ONAL MA PP.Sddw IOOf W 6 +14 •• I o SOLL LOGS DAII?:Jul 2000 EXISTING PROPOSED • �" ��' ��`' Leaching Area Requirements � 9gls y 27' LEGEND 0 Stake do Tac Set/Found ' • ► w ?�' ENGINEER : BOARD OF HEALTH AGENT: o 0 5 BEDROOMS AT 110 GPD/BEDROOM = 550 GPD PK Nail Set/Found Stephen Haas Edward F. Barry ° Concrete Bound • �': �� ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA_GPD Gas Gate TEST PIT 1 TEST PIT 2 Electric Meter a . ° x 99.7 PERC RATE = <3 MIN. / INCH (CLASS 1 ) G.S.E. = 98.4t G.S.E. 90.8t 0 Catch Basin Water Gate • - 0 0 ® TV/Cable Box S LIAR = 0.74 GPD .F. A ° ° . �?: _• loZ �' •- �' �� x 101.0 / Loamry Sand ALoomy Sand ® Telephone Riser �. .¢d a , .. ' d •' `� �\ 5" 8" -O- Utility Pole MIN. LEACHING AREA OF S.A.S. 5" 8» Sot Grade 0 B B 200x00 p �, o lU ' "• •4 4' o'` °° 104,5- ,�� 106.2 Contours 10s0 \�, `, 550 GPO 0.74 GPD S.F.= 743 S.F. MIN. Loam Sand Loamy Sand / / Y Test Pit - 0 ' `r�� s' 26 10 YR 6 3 27 / b o. • 10YR52 PROPOSED SYSTEM SIDEWALL (44'+12') x 2 x 2' = 224 S.F. ��'\ \� BOTTOM 44 x 12' = 528 S.F. 26w C 27 C �� .\ cl x 106.6 \' x\` 752 S.F. o _ - \ 102.2 1Course Sand w 1 Course Sand 120w 10 YR 5 2 96 10 YR 5/2 - �4 r P .Q2 tijXI 12D» ,° c, . 66,117 SQ. FP. \� A90 96"C F C A 2 - '�1.52 ACIM x 102,1 �8�9i S� 2 y w 2 Silty Loom SCALE: 1 " = 2000' : 0. 105.4 % silt Loam 8 0 166" 2.5 YR 6/4 166 2.5 YR 6/4 .,OCUS MAP `.;�: x ,, �, �� _ _ _-104 s 103.E ` - - _ 105,4 -� l F� - x ,�\ �) �\ x _ ,9 PERC O 52" ROTE- <3 WN ZONING DISTRICT: RG x 104.3 ,' x 107.4 �. 105.2 �O /IN , BUILDING SETBACK REQUIREMENTS FRONT= 30 SIDE= 15 REAR= 15 \ - 6 OVERLAY DISTRICT: (WP) WELLHEAD PROTECTION OVERLAY DISTRICT V 103*8 1 � :� x ! x G ' ' : ' ! x 106.5 108.5 102'0 11 1060 'QO LOCUS PROPERTY IS COMPRISED OF: � 103,5` I 108 �� ------------_„---- -106 �ti ASSESSOR'S MAP: 277 PARCEL- 18 x 103. x \\ l,Q DEED REFERENCE: BOOK 15,260 PAGE 278 101.1 ( ;0 co `� j ,' 109.2 \ \ PLAN REFERENCE: PLAN BOOK 559 PAGE 24 cD p 1 i x \ 0 `� x 107,7 109.E 9 .4 \ 106. x 110.9 \ �� 06 COMMUNITY PANEL NUMBER 250001 0005 C 103 x 106..9 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, u i Q .9 ,,,�. 101.5 101.1 \ � x 105.0 1� 107.9, \ / AN AREA OF MINIMAL FLOODING. ' \ \ 103.8 GENERAL NOTES (^ 100,7 I + W 7 c�$N x 111.5 11X,2 �06.1 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 10 ,l x 10�.7 1 109.6(O TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 AND i w ` �a ..6 � / � 111.5 // // �� /' 1 SA9• ANY LOCAL RULES APPLICABLE. 90.5'�\\ ON 11.5 � e. x o°° °'� THERE ARE NO KNOWN WELLS WITHIN 150 FEET OF THE PROPOSED �/ // LEACHING FACILITY. \99,7� \ 103 \� i \ 1 I 107,/ xj104.5 // // k �\ a �x 104.1 � \ x / I'll/ / � ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 110. PROPOSED s 8, �, // BY DESIGNING ENGINEER t^ DRNEWA'f WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, 0 �i off. --__ __ x �' '/ Q e NOTIFY THE ENGINEER k BOARD OF HEALTH AGENT 3P 0' 98, 102.1 \ �g\ r \ - 108.4 ' �8.0 ' `c^ BENCHMARk \ �+ , \ 107,2 �''' ".1 STK SET FOR INSPECTION. CB/DH FND. \ -EL-100.8Al ' / 4.. FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. 9g--- ` `\r\ x 105,6 10�x / �� e 4 -1.5 WASHED --� ` x 102.2 / - \ gory' N _ THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN N `� .' °;?;';� �r„� ,��-, ..;�_t�? ;-�..:I ;a- APPROVAL BY DESIGNING ENGINEER CIV 98.6 f � �g5 �, 44 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 x 99. / -.94 PLAN OF LEACH CHAMBERS ----- -"9` TP#1 - ' NO SCALE EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING 95.7 99 a - /' ,' SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER 310 CMR 15.255. 96.0 i 04 x 94,8 95.2 92./ x -92 �L C4�S 12. PROJECT BENCHMARK : DATUM = ASSUMED 3 ----f qc 9 TBM = CONCRETE BOUND EL. = 100.8' x 9 3.1 � FINISHED GRADE �� / 36"MAX.-9"MIN. /\\�j\�j�'�\\�j�//� �\/�/j�/j ��/j�/ 'j COMPACTED FILL LOCATION OF UNDERGROUND UTILITIES\ i " \ \ \ \ \ \ \ \ \ \ \ \ \ ES ARE APPROXIMATE AND a+, , �� 90.8 2 OF PEA STONE :::::::":::::":"::::: :::":::::::::::::::": :::::: :_ ":: SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 94.0 0� / 90.5 L 3/4" TO 1 112 " 24 DOUBLE , F x 92.9 EFFECTIVE WASHED STONE 354 Old Jail Lane \ SECfiION \� NO SCALE Barnstable, Massachusetts SCALE: 1" = 30' 92 8 PLASTIC LEACHING CHAMBER DETAIL PREPARED FOR \ 91.9 Timothy R. Desrocher' � \ 3 I CERTIFY TTHAT TO THE BEST OF MY KNOWLEDGE THC FOUNDATION TITLE o o' SHOWN HEREON IS IN COMPLIANCE WITH THE APPLOBI-E BARNSTA13LE Sanitary Disposal System wry ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD I,REA. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. TYPICAL SYSTEM PROFILE DESIGN SCHEDULE ELEVATION _ BAXTER, NYE & HOLMGREN, INC. FINISHED GRADE = 110.0' NOT TO SCALE TOP OF FOUNDATION 111.0 FINISHED BASEMENT FLOOR 101.0 REG RED FESs10NAlL LAND SURVEYOR DATERegistered Professional TOP OF FINISHED GARAGE FLOOR 110.0 Engineers and Land Surveyors FOUNDATION a SEWER INVERT AT FOUNDATION 105.2 812 Main Street, Osterville, MA 02655 111.0' _ FINISHED GRADE OVER TANK 108,t SEWER INVERT INTO SEPTIC TANK 105.0 Phone - (508) 428-9131 Fax - (508) 428-3750 j FINISHED GRADE OVER p, gDx = 107•f FINISHED GRADE OVER LEACHING TRENCH : 104.f SEWER INVERT OUT OF SEPTIC TANK 104.7 K of 3. (mi SEWER INVERT INTO DISTRIBUTION BOX 104.5 �P�� Mqs q 4" SCH. 40 PVC 4" SCH. 40 PVC FIRST 2' (TO BE LEVEL) " SEWER INVERT OUT OF DISTRIBUTION BOX 104.3 �. J � STEPHEN TYPI�) O 2.0% 9 (min) Cover SEWER INVERT INTO LEACHING SYSTEM 101.5 e- ~ then O 2.Ox 0 0 30 60 -f= O 2.0% - 10" CI TEES _ OL2" mm 36" (max) Cover '�`C� TES � 9 .30216 � SCALE IN FEET � BOTTOM OF LEACHING TRENCH 99.5 � �'' GAS BAFFLE 6 SUMP " f- 4 SCH. 40 PVC » " w WATER TABLE: NONE OBSERVED AT ELEV. 77.0 S s>� 90� FINISHED CONSTRUCT ACCESS 2 Layer 1/8 to1/2 A� u� \ �s�� SCALE: 1 = 30 DATE: 9 18 02 BASEMENT _-` MANHOLE OVER INLET _� - •_= -• •-= �- - Peastone ��S/ONAL FLOOR TO TANK TO AT LEAST �.�� _: ,,r� r,;.' :, •: LEACHING CHAMBERS _ `D1 / / WITHIN 6" FINISH G " , REINFORCED CO STONE��BASE .r 9 t OZ FOOTING . = . :-._.: - • O • O O O • O REV. DATE: REMARKS 7"73:-'''= ': :..:,..•.�.• ��- .,.. r. :.^;-,� 4" PVC O O O • O O � DRAWING NUMBER 5' IIMIN 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 1 No Groundwater Observed O Elev. 77.0' H:\2002\2002-078\surve worksheet 2002-078ws4.dw TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE __ Job 1 2002-078