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1715 MAIN STREET (COTUIT)
I i e 1 H 6Lac-"4c- o _ w TOWN OF,BARNSTABLE BUILDING PERMIT APPLICATION Map 01 1ji _ Parcel C6 _ 4 Application # �-�f,;-b a9 8_5 Health Division Date Issued Conservation Division Application Fee Planning Dept. _ Permit Fee Date Definitive Plan Approved by Planning Board 4 - Historic - OKH _ Preservation / Hyannis' Q Project Street Address 11 I Village Owner 7o LiY 13�hFiZtz�l 7 RV S( Address V C-tZd 3Qc_N r-Lia,, Telephone Yll Permit Request CION !2 ®� . Square feet: 1 st floor: existing J66Cproposed (e 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type _ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .U' Two Family ❑ Multi-Family (# units) Age of Existing Structure Ab V?,5Historic House: ❑Yes WlNo On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing J�( p, new B�a- Half: existing new Number of Bedrooms: �A existing —new Total Room Count (not including baths): existing new First Floor Room Count k _a Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New _ Existing wooY/coal stogie: U7- ❑ No Detached garage: L(existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: d existing O new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes &flo If yes, site plan review# Current Use -^"�' ' -Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �"i`.� �.E � Telephone Number ��'� �- I Address \� `� �� License # �1k(N !jT Home Improvement Contractor# u _ d ll 0`��3J Worker's Compensation # ft `TQa-3 78Y©(aL0(Q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE t G, ' 4 . ;f FOR OFFICIAL USE ONLY / APPLICATION# ` DATE ISSUED t f MAP/PARCEL NO..j- - `w ADDRESS '•; VILLAGE OWNER-- DATE OF INSPECTION: - `'a ;FOUNDATION b FRAME 4 _ INSULATION,. i y FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f ' ,r GAS:.- ,-,,-- ROUGH r FINAL FINAL BU:I;LDING •' a DATE CLOSED OUT ASSOCIATION PLAN NO. 4 _ . The Commonwealth of Massachusetts Department.of Industrial Accidents Office of Investigations = -600 Washington Shli ,et- _ Boston,M4 02111 www.massgov/die Workers' Compensation Iusurnn.ce Affidavit Builders/Contractors/Electricians/Plumbers A:ppEcant Information Please Print Legibly' Name(Business/orgmiiz m,rr� ,aa): Address:Yn i' IFS City/State/Zip: (-1-11-Ty l �\ `��SPhone•# °��•1to7•�0��. Are you an employer? Check the appropriate box: Type of project.(required):" 1.E I am a employer with 4. ❑ I am a general contractor and I . employees(fall and/or bave hired the sob-contactors 6. ❑New construction 2.❑ I am a'sole pmprrietor or partner- wed on the-attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demt?lition working for me fir any capacity, employees and have workers' [No workers' comp.insurance colIIp.?rt�rranrg; 9: ❑Building addition re ed 5• We are a corporation and its 1D. IIectdcal quff ] ❑ hive ❑ repairs or additions 3.❑ I am a homeowner doing aIl work officers have exercised their 11.❑.Pltnnbing repairs or additions niysel£ [No workers' cam, right of exemption per MGL 12. Roof repairs msurrnce required.]t c. 152, §1(4), and we have no ❑ employees. [No.workers' : 13.0 Other Pomp.insurance required.] 'Any appficant'that checks box#1=at also flu out the section below showing then workers'compeosafion policy infarmafioa t Homeowners who submit this aidavit incficafing they arc doing all work and then hire outside contractors must suhnat a new affidavit indicating such. Cuntzactrns that check this box must attached an additional sheet showing the name of ffie sub_contractors and state whe>hcr ornot those entities have employees. ff the sub-coatxactora have employees,fey mustprovidb their worlaaa'comp.poficynumbe. ram an employer that is,providing workers'compensation insurance for my employees. Below is the policy and job site information., Insurance Company Name: kk lM Policy.#or Self ins.Lic.# 743 pm le'1L(� ( D ExpirationDate: lob Site Address:. �1 1l—. A d.lXl r ���Ut l City/State,/ gip' mu L �"- �� Attach a copy of the workers' compensation policy declaration page.(showing the policy number and expiration date). Failure,to.secure coverage as required under Sectidin 25A ofMGL c, 152 can lead to the imposition of crier a penalties of a fine up to$1,500.00 and/or one-year imPmsO=Mn as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$2510.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Fnvestiaations of the DIA for inset-ante coverage vadflcation I do hereby certify under the ins•and aloes qJf perjury that the information provided above is true and correct Si tare: Date: Phdme#• to Offzcial use only. Do not write in is area, to be completed by cityqr.town ofciaL City or Town: Permit/License# Issaing Authority(circle one): .1.Board of Health 2.Building Department I City/Town Clerk 4.Electrical Inspector 5.PlumbEhispector 6. Other Contact Pet-son: Phone#: i CERTIFICATE OF, LIABILITY INSURANCE DATE(MM/DDIYYYY) 05/25/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Germani Insurance Agency -NAME: PHONE FAX 908 Main Street Alc No eXt: 508 428-9194 ac No: 508 428-3068 E-MAIL Osterville,MA 02655 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:SAFETY INS CO INSURED • INSURERB: Peter D Field PO BOX 16 INSURERC: Cotuit,MA 02635 INSURER D: AIM Mutual Ins.Co. 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED,HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLISUBRI POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER. MMIDD MMIDD A GENERAL LIABILITY CP00001803 9/21/2011 9/21/2012 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY A (Eaa occurrence) ccurrence) $ CLAIMS-MADE OCCUR MED EXP Any one person $ PERSONAL&ADV INJURY $ ! GENERAL AGGREGATE ' $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ Jr 1-1 POLICY PRO-:CT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea aaide- M ANY AUTO BODI LY I NJURY(Per person) $ ALL OWNED SCHEDULED ••-AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS accident) $ UMBRELLA LIAB OCCUR - EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE • AGGREGATE $ - DED I I RETENTION$ $ D WORKERS COMPENSATION AWC 7023784012012 5/16/2012 5/16/2013 WC STATU- I OTH- AND EMPLOYERS'LIABILITY YIN N T LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100;000 OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more apace is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PETER D.FIELD THE EXPIRATION'DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE - ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010/05) The ACORD name and logo are registered marks of ACORD A WC Guide to Wood Constructiodin High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust). .. .........................I ......................110 mph WindExposure Category........................................ ......... .................. ................ ......... ......B 1.2 APPLICABILITY Number of Stories .... ..........................................................(Fig 2)............................ stones :5 2 stories L/ Roof Pitch ............................ ..........................(Fig 2) ...........................................7%11 :5 12:12. MeanRoof Height ..............................................................(Fig 2).................................................A.15ft :5 33' BuildingWidth,W...............................................................(Fig 3)................................................so ft :5 80, BuildingLength, L ..............*.......*"**............. .....................(Fig 3).......... ........................................30ft :580 L/ Building Aspect Ratio(UW) ............. ........... ...................(Fig 4).................................................I_Ti;0 :5 3:1 Nominal Height of Tallest Opening2 ....................... ........(Fig 4).................................................4��:5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)........................ .................... ..................... ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....................................... ........................................................................... ConcreteMasonry........;..................... ..................................... ... ..................................... ........ ....... 2.2ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concret on Bolt Spacing-general .....................:......................(Table 4).......................... ..................... in. ✓ Bolt Spacing from endfjoint of plate .............................(Fig 5)........ ............................ .6 in. 6"- Bolt Embedment-concrete.....................1.:.................(Fig 5)............... ............ ............... in. >-7" Bolt Embedment-masonry.........................................(Fig 5)...................... ..................... 1 S in. �� 15" PlateWasher...............................................................(Fig 5)................................................�:3"x 3"x W, 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55)... .......................o........ Maximum Floor Opening Dimension............ ............... ...(Fig 6)............................ ft:5 12'or U2 or W/2 LIZ& .% Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)............................... ...._ -Maximum Floor Joist Setbacks WA Supporting Loadbearing Walls or Shearwall................(Fig 7)....;................I..............................—ft 5d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................ ft :5 d ah FloorBracing at Endwalls.................:..................................(Fig 9)........................I........................................... hL/A Floor Sheathing Type ..... .................................(per 780 CMR Chapter 55)..... ....... - -I- Floor Sheathing Thickness...................M:............................(per 780 CMR Chapter 55)...... in. Floor Sheathing Fastening...................................................(Table 2).._d nails at in edge in field kjzk 4.1 WALLS Wall Height Loadbearing walls.. ......... ...... .............................(Fig 10 and Table 5)........................... ft :5 10' V, Non-Loadbearing walls..................................................(Fig 10 and Table 5).........................jj. ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in.:5 24"o.c. V, Wall Story Offsets ........... ......................................... ..(Figs 7.&8)... ......................................... 0 ft :5 d L/ 4.2 E-XTERIOR WALLS3 Wood Studs Loadbearing walls........................ .......... ....................(Table 5)..............................2x ft in. L/ — I j,_ Non-Loadbearing walls................................:...............(Table 5)..............................2x_t ft fL in. sL Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)............:......... ...........:............................... WSP Attic Floor Length...:.:..-.................... ..................(Fig 11)............................................:rU(..L ft�W/3 Gypsum Ceiling Length(if WSP not used)....................(Fig 11)................................ .......g/Aft>0.9w 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)....... ....................... .. Double Top Plate .................. Splice Length ......................................................(Fig 13 and Table 6)..................................... ft Splice,Connection(no. of 16d common nails)..............(Table 6).......... .......... ..... ....... ......... A_WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone , Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)..................................................:..... 2 Non-Loadbearing Wall Connections 2 Lateral(no.of endnailed 16d common nails)...............(Table 8)....................................... ................. Load Bearing Wall Openings(record largest opening but check all openings for complianceeZTable 9) HeaderSpans ........................................................(Table 9)-- ............................... ft D in.<_11' y Sill Plate Spans .................................:......................(Table 9).r.................................1:�ft 0 in.:511' Full Height Studs (no.of studs)...................................(Table 9)......................................................... 3 y Non-Load Bearing Wall Openings(record largest opening but check all openings foe compliance to Table 9) Header Spans.............................................................(Table 9)................................... 3 ft (;> in. 5 12' _V SillPlate Spans..:..........................................................(Table 9)........................1......... ft ® in.s 12" Full Height Studs(no.of studs)........:......:.............:......(Table 9)........... ....._I...................::....... 3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W if Nominal Height of Tallest OpeningZ ......::......................................................................6 <6,8„ SheathingType...................._.........................(note 4):...:.......,............:............................Gt7K Edge Nail Spacing.............. ..........................(Table 10 or note 4 if less)...............:........ in. Field Nail Spacing..........................................(Table 10).............................................:.... & in, �G Shear Connection(no.of 16d common nails)(Table 10)............ 2 ✓ .......................... Percent Full-Height Sheathing a 9 9.......................(Table,11 �/o v 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....:................ Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................:......................:..........6 S<_6'8" (� Sheathing Type.......................:....._......:.,.......(note 4).........................................'.............GDX Edge Nail Spacing.........................................(Table 11 or note 4 if less):..........:............_ in. Field Nail Spacing..........................................(Table 11).....................................:........... (a in. ✓ Shear Connection(no.of 16d common.nails)(Table 11)..........................:..................... .........� Percent Full-Height Sheathing.......................(Table 11).............................. :. 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 Sean Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)..............2 ft<_smaller of 2'or U3, .7- Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors " . p .. .. ).......:.....................................U=23(0plf ✓ U lift..................r. . ...................(Table 12 Lateral`............:...............:...............(Table•12).............................................L=L�plf ✓ Shear...'.......... .............:.................(Table 12)........ :.........................:........S= plf �L Ridge Strap Connections, if collar ties not used per page 21..... (Table 13)........................'......T=_J_kl plf -Gable make Outlooker.....:...:................................(Figure 20)..;........... I ft:5 smaller of 2'or U2 L/ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ...... ....... .......:........ Table 14 ....... U f•I7Ib. ✓ ., Uplift....................... ( ) Lateral(no.of 16d common nails)...(Table 14)........................................L=Ufb. v Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................... ✓ Roof Sheathing Thickness....... .... ..... .......... ......................................... I - in.2!7/16"WSP ✓ Roof Sheathing Fastening . .. .. ..'. ......(Table 2)................................ Notes: 8d ��r............ ' �4Ur�Fi�`LD 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 i r b. - 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 - e. Corner 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. 1 ub - Y Bruce E. Behrens Polly E. Behrens 7506 L'Hirondelle Club Rd. Baltimore, Maryland 21204 My 14, 2006 Mr..Torn Perry Building Commissioner 200 Main St. Hyannis,.MA,02601 Re:1715 Main St. Cotuit;MA,02635 Dear Mr.'Perry, We are writing to request that Peter Field be granted:permission to build an addition to our garage at 1715 Main St,,Cotuit,026,35,which is our seasonal home. The purpose is to use this space as a hobby woodworking shop and storage: Thank you, Singefft Bruc E.Behrens Polly E.Beh ns,Trustee. Office of Consumer Affairs and Business Regulation _ 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration w� Registration: 120362 } _ Type: DBA 'Y ' Expiration: 11/30/2013 Tr# 21M22 PETER FIELD BUILDING & RESTO RAT rON G } PETER FIELD x P. O. BOX 16 COTUIT, MA 02635 ' 1 Update Address and return card.Mark reason for change. DPS-CA7 0 50PA-04/04-G107276 Address Renewal Employment Lost Card ✓lzF Office of Consumer Affairs,&Business Regulation License or registration valid for individul use only —= z HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration .120362 Type: Office of Consumer Affairs and Business Regulation F Expiration, <11/30/2013 OBA 10 Park Plaza-Suite 5170 = Boston,MA 02116 PETER FIELD BUILDINGS 'ORATION PETER FIELD 857 MAIN ST. COTUIT,MA 02635 Undersecretary Not valid with t signatu fi `lassaclia'W'tts- Department ref PLI)Iir S<fetl Board of Building:t$egotations and Standards Gonstructaon Supervisor License One-and Two-Family Dwellings License: CS 65638 PETER D;FIELD PO BOX 16 COTUIT, MA 02635 Expiration: 7/15/2013 (°o�nmisiiie3et' Tr*: 1300 �>o Tm /// 1 5 \ i ' i / � / % ` /' S7g•52�•E 291' 11 \1 1 .��� ��v'4.r ... i... cB3 •/ i / / A GE ADDITION l \ ! ' / N/ i /p/% \ OLUESTONE -• al i log PATIO--1 ; K I \ HSE.N0.1715 1 11 1 1 � \i 2.91 ACRES I Ix 1' 1 I I I 11 I "t N83.2T00_yy 8�, �/ m, , (- _ —41 —_ _-- m WELL ROAD "�----�._ - i � I 1 PROPOSED GARAGE ADDITION 40 0 40 80 120 nnvt PREPARED FOR cxnx>.�s POLLY E.BEHRENS,TR. .. zaces HSE.NO.1715 MAIN STREET COTUIT,MASS, PLAN NO. 021612 SCALE:1•=40 FT. FILE NO. 175BA - DATE:FEB.18,2012 SEPTIC FILE NO.71 PCS FILE:RUSITYMSH CAPE&ISLANDS ENGINEERING 16 003 1715 g 800 FALMOUTH ROAD,SUITE 301C MAP SEC PCL LOT HSE MASHPEE,MA 02649(508)477.7272 0 a pnp 2 v. 2 s ------------------------------------------------------- ----------------------------------------------------------------------------- i a ' -------------------- k r mmrvw�� I • ------------- -------------- ,�watan, ' rwaW rc Y.,cs re,ccct - 4.acw exn re ve ----- ---'------- - ------ 4 i 3 ------ 5•p�a d Z3 i LI, . r _ _ _ ---- i ! I eBZBais>iif$v ,t a.a� ..a7 .. • • w Z r -- ---- --------- -- — -- - z ��: ate' � • FIR 5 T FLOOR PLAY - I FOUNDATION PLAN , A..� V ,:C. r m, a C DFinM. �� m�. FMHH oo _ ® G � P W E 5 T E L=V AT ON SOUTH E LE V AT I ON - 3H a��,a8F 3j'q ��3 :ma .4 i IMP y W Z �r k 70;L � aw .. ._ S E C T 1 0 NN NORTH ELEVATION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division d-Co g 511'2- ?3P4 h7k Date Issued Conservation Division sft ; 1j"3 Application Fee Tax Collector Lr� Permit Fee Treasurer N / Planning Dept. SEPTIC SYSTEM MUST QE Date Definitive Plan Approved 6y Planning Board $4SYI4UEQ IN COMPLIANCEwat;TITLE 5 Historic-OKH Preservation/Hyannis EygV1 C It9E4, TAL CODE AN Project Street Address '1 Attk �,f_T Village Owner N-ki t, kq&r*Q. Address A01W'57 6 Telephone Permit Request A Z X q6 Ell e-1-0- ©© " [% a ioe o -- C=C 1 col Square feet: 1 st floor:existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay - Project Valuation Zr r 6W0 Construction TypeJr i�Tt Lot Size , �/ ' �J�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new. Total Room Count(not including baths): existing new first Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other - Central Air:, ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:O existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# r Current Use 0al ce eorgp- _ -; = Proposed Use,5zp P/.�/� BUILDER INFORMATION d Name ` ��L�t �*,rz S Telephone Number Address 7 �,,¢Da,CrsS Ave, License# - &T6 17Y (/,IWC �_4/M P /00 A04 Home Improvement Contractor# ��.f 716? Worker's Compensation# 14W3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO AA SIGNATURE DATE ' rl - o 16�0f)7 / 1✓��� 4 FOR OFFICIAL USE ONLY PERMIT NO. t DATE ISSUED MAP/PARCEL NO. ADDRESS _ r . VILLAGE 1 „f OWNER - r DATE OF INSPECTION: l I FOUNDATION FRAME 6�) �����/6-3 INSULATION w- l • FIREPLACE ' ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL.• ' GAS: ROUGH FINAL J FINAL BUILDING ' rr DATE CLOSED OUT ' ASSOCIATION PLAN NO. - 1 � TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL W- 016 003 GEOBASE ID 412 ADDRESS ' 1715 MAIN STREET (COTUIT) PHONE COTUIT ZIP LOT UNNUMB BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT I PERMIT 76609 DESCRIPTION SINGLE FAMILY W/DETACH GARAGE PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: FIELD, PETER Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 p4r CONSTRUCTION COSTS $.00 +► BARNSTABLE, + MASS. 16g9. BUILDING DIv SI N BY LP_ DATE ISSUED 05/13/2004 EXPIRATION DATE TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL-ID- 016 003 GEOBASE ID 412 f ADDRESS 1715 MAIN STREET(COTUIT) PHONE COTUIT ZIP LOT UNNUMB BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 76609 DESCRIPTION SINGLE FAMILY W/DETACH( GARAGE I PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT I CONTRACTORS: FIELD, PETER Department Of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 ptr CONSTRUCTION COSTS $.00 + BARNSTABLE, MASS. 1639. RFD MPr A BUILDING DIVISION BY _Tu DATE ISSUED 05/13/2004 EXPIRATION DATE 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 OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMJM 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 ME CH- (READY TO LATH). ' PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE C 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 , 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED 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. TION. I I G .r 1 TOWN OF BARNSTABLE 1 �fo4�► BUILDING PERMIT " PARCEL ID 016 003 GEOBASE ID 412 ADDRESS 1715 MAIN STREET (COTUIT) PHONE COTUIT ZIP — LOT UNNUMB BLOCK LOT SIZE _ DBA DEVELOPMENT DISTRICT CT PERMIT 64084 DESCRIPTION DEMO EXIST BLDGS,NEW HOME,GARAGE,PBft— PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: FIELD, PETER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $2,020.95 BOND $.00 p4r CONSTRUCTION COSTS $537,403.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE 0 * BARNSTABLE, * `" Mass. 039. FD MA'S BUI DI D I ON BY ` -- DATE ISSUED 09/30/2002 EXPIRATION DATE TOWN OF BARNSTABLE ,..g9 BUILDING PERMIT PARCEL ID' 016 003 GEOBASE ID 412 ADDRESS 1715 MAIN STREET (COTUIT) PHONE COTUIT GIP - LOT UNNUMB BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT I I' PERMIT 64084 DESCRIPTION DEMO EXIST BLDGS,NEW HOME,GARAGE,POO't' PERMIT TYPE BUILD TITLE NEW,,RESIDENTAL- BLDG PMT CONTRACTORS: FIELD, PETER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $2,020.95 BOND $.00 p(r CONSTRICTION COSTS $537,403.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE 1. 0' * BARNSTABLE, MASS. i639. A y� J RFD MAr I BUILDING D I. ON BY DATE ISSUED 09/30/?002 EXPIRATION DATE �(L� ,I _ I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACF'MENTS 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. I MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION, OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS o� e� 2 j a F�1 ®k SI13Joy dlo .� 2�00,*/ ���K�,✓t 2 C-I�j k_ )1128 /0 PEjuvrJ s Pleow► ►'ias�GEk � I I I 3 1 e'HATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOAR.4q HEALTH OTHER: , SITE PLAN REVIEW APPROVAL t � 13 I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS I 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. TION. IrII 1 V-F I Ma y 1.3 04 1 1 : 08a P. 1 er" I � o Date: Z 3� Attn: LA v 0tj Fax* 5 From: 5 Project Name Project# Number of Pages including Cover Sheet: emarks: ��G r R ti Arrk I L) a • i If you do not receivepages, p all a lease call 617-956-9992 . l i• GRASS] DESIGN GROUP - 46 WALTHAM ST- SUITE 3A• BOSTON, h4ASSACHtiSETTS 021.18 I relephexe 617.956-9992 e {ac:rmii'e: 617- 956-9993 • S May 13 04 11 : 08a p• 2 v i 3 III I May 12, 2004 i Mr. Jeffrey Lauzon Building Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 i Re: 1715 Main Street Dear Mr. Laozon: I am sending you this letter to confirm to you that I have observed the construction of the j aforementioned home at several times during construction and that to the best of my knowledge certify that the work is in conformance with the permitted plans and codes. These observations included the structural frame, rough-ins of systems and finish work. I can also attest to the very high quality of the work. Sincerely, Grassi Grassi-Design Group, Inc. i I { I GRASS[ DESIGN GROUP • .16 WALTHAM ST. SUITE 3A • BOSTON, MA.SSACHIISETTS 02118 .. telephone: 617.956.9992 •facsimile: 617-956.9993 web: WWW.GF.ASSIDES.00b1 i i td, Town of Barnstable Assessors Division Page 1 of 3 16 r Y, 5' g''�fP'kPJ y4b / f Your Location : Home : Town Departments : Administrative Services : Assessors Division : Property Results <<Back-Forward» Wednesday, September 25, 2002 ` Assessors Division- Property Results Data is based on Fiscal Year 2002 Assessor's Fiscal Year 2002 Assessed Values database and is provided for information Tax Information purposes only. Sales History Land and Building Description «Search Again Construction Details Out Buildings & Extra Features Buildin `Sketch , T (COTUIT) Map/Parcel/Parcel Extension: Mailing Address: 016/003/ CHURCH, RICHARD A& DOROTHY B TRS Owner of Record: CHURCH, RICHARD A& DOROTHY B TRS P 0 BOX 1873 Property Location: COTUIT, MA 02635 1715 MAIN STREET(COTUIT) Parcel ILA:016003 Map% Fiscal Year 2002 Assessed Values ^Top Appraised Value Assessed Value Building Value: $ 100,500 $ 100,500 Extra Features: $4,600 $4,600 Outbuildings: $21,300 $21,300 Land Value: $ 509,700 $ 509,700 Totals: $636,100 $ 636,100 Tax Information ^Top Town Tax $ 5,890.29 Tax Rates (per$1,000 of valuation) Gotuit FD Tax $ 1,075.01 Town 9.26 Fire District Rates Land Bank Tax $ 176.71 i Barnstable 2.61 E C.O.M.M 1.38 j Cotuit 1.69 Total: $7,142.01 i Hyannis 2.54 W. Barn. 1.54 http://www.town.barnstable.ma.us/ComeO.../resultsk02.asp?MAPPAR=016003&B1=Submi 9/25/2002 k Town of Barnstable Assessors Division Page 2 of 3 -Total does not include special assessments- utner Kates f Land Bank 3% of Town Tax Due to rounding differences these values are approximate. Sales History ^Top Owner: Sale Date: Book/Page: Sale Price: CHURCH, RICHARD A& DOROTHY B 4/15/1995 9647/085 $ 1 TRS CHURCH, RICHARD A 3168/228 $ 0 Land and Building Description ^Top Land Building Lot Size (Acres):2.91 Year Built: 1910 Appraised Value:$ 509,700 Living Area: 1440 Assessed Value: $ 509,700 Replacement Cost: $ 96,421 Depreciation: 25 Building Value: $ 100,500 Construction Details ^Top Style: Ranch Interior Walls: Drywall r Model: Residential Interior Floors: CarpetHardwood Grade: Average Grade Heat Fuel: Oil Stories: 1 Story Heat Type: Hot Water Exterior Walls Wood Shingle AC Type: None Roof Structure: Gable/Hip Bedrooms: 3 Bedrooms Roof Cover: Asph/F GIs/Cmp Bathrooms: 1 1/2 Bathrms Total Rooms: Outbuildings& Extra Features ^Top Code Description Units/SQ FT Appraised Value Assessed Value FGR7 Gar w/Lft Good 624 $21,300 $21,300 FPL1 Fireplace 1 $2,300 $2,300 Building Sketch ^Top /arr �f3 I y 3., 3 ` ry� I Ili http://www.town.bamstable.ma.us/ComeO.../resultsk02.asp?MAPPAR=016003&B1=Submi 9/25/2002, Town of Barnstable Assessors Division Page 3 of 3 � ,. i�i� rn rr�j Yl l P3 13 33rign333�� ✓� � p t'� .. _ Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area (Unfinished) BMT Basement Area (Unfinished) `FTS Third Story Living Area (Finished) UHS Half Story (Unfinished) CAN! Canopy FUS Second.Story Living Area (Finished) UST Utility Area (Unfinished) FAT I Attic Area (Finished) GAR Garage UTQ Three Quarters Story (Uni FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP' Enclosed Porch PTO Patio UUS "Full Upper 2nd Story(Unfi FHS Half Story (Finished) SFB Semi Finished Living Area WDK Wood Deck FOP; Open or Screened in Porch TQS Three Quarters Story,(Finished) :3 ' ack-Forward Home ..:Departments Town Information I Contact Town Hall Website Developed and Maintained internally by the Town of Barnstable Information Systems Department f Town Hall-367 Main Street- Hyannis,MA-02601 -508-862.4000 E " DISCLAIMER: Although we strive to provide accurate information,we are only human. Please consult directly with the appropriate department if there is a question of accuracy. } Many Files Require Adobe Acrobat Reader pD%k Click Here to download free i Copyright 2001©Town of Barnstable. All Rights Reserved. i x , 4• I , .. i http://www.town.bamstable.ma.us/ComeO.../iesultsk02.asp?MAPPAR=016003&B1=Submi 9/25/2002 , '"E' 1' - The Town of Barnstable =-� - W BARNEO' Department of Health Safetyand Environmental Services ` �'` MASS. m P OMpy Building Division ,,�%C� c' 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 +VQ Fax: 508-790-6230 {'") PLAN REVIEW Owner: 1-)c.Lj'i d AK�)Q- Map/Parcel: ()I to Ca U-T Project Address:/ 'w'r,' CJ Builder: ,1 The following items were noted on reviewing: t) cd Q 1-n01��est✓ r, ACC C� -cc) 4 -r � a � �� rC^ y,,�, , C) I t / f 1 ( r Z 1 1J 1 n c-i C l r 214' A 0 or- CD In 1 t fir fi i 1 _ x � 1 Reviewed by �g Date: r 1 q:building:forms:review i 4 -Ayll�j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map j 1_- --P cell i0lb Permit# 6 410 k BLE Health Division / / � ' Date Issued Conservation Division q 4 IC04 T4 t jZ 6o3-t- 4 M, 9: !T 3 Application Fee Tax Collector k__ Permit Fee t, Treasurer:�� C i,l'Y�IiOh EPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE C!�f Planning Dept. '6� VM TITLE$ Date Definitive Plan Approved by Panning Board � NVIRONMENTAL CODE ANL �o t i,z1 TOWN REGULATIONS Historic-OKH N A Preservation/Hyannis �'L Project Street Address 1:2 Village Owner �Dh.1411) �&Q ,IZ Address __/Lo l cf �A�l�( ' Telephone _ 5as'�fa-0 Permit Request %J z &,LL. 'Bvi luk;�_ But L12 N F W 1400 AS6 Si(av�7 ��'IZ�S�lZSiS �-�v a2nup. VOO L T o i3r, -1-�v c Li o c/ ��Z �i Nbu� �-u M1ttTF Square feet: 1st floor: existing proposed Sbb 2nd floor: existing proposed Is-OD Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Weg& � Lot Size X-V q ' Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure sa yi Historic House: ❑Yes a No On Old King's Highway: ❑Yes No Basement Type: P Full ®Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) / Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: %l Yes ❑No Fireplaces: Existing New�_ Existing wood/coals ve: ❑Yes (a No Detached garage:❑existing 1.new size o'log�rool-. Oexi7sfing ❑new size>4##&-Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current-Use '- - Proposed Use BUILDER INFORMATION Name Telephone Number 500— �7ls�7' L7 y Address 779 15pk 1 (p 57 M_&4m Aq- _ License# Z—`7 0 C�DTV l� Home Improvement Contractor# (aD�7l00� 5� Worker's Compensation# . 93( 5 :VZC29 3O ALL CONSTRUCTION DEBRIS RESULTING FRO IS ROJECT WILL BETAKEN TO SIGNATUR SATE �O FOR OFFICIAL USE ONLY PERMIT NO. DATE,ISSUED 7 MAP j PARCEL NO: ADDRESS z VILLAGE, ` OWNER DATE OF INSPECTION: FOUAATIO NK FRAM * INSULATION FIREPLACE ✓ i,- 'j- 5 ` ELECTRICAL: ROUGH FINAL- ' PLUMBING: ROUGI -FINAL .- GAS: ROUT ' '" FINAL r' FINAL BUILDING x DATE CLOSED OUTf-{ fa ASSOC_IATION,PL N)NO. _ r The Commonwealth of Massachusetts Department of Industrial Accidents office oflayestigfi offs 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: location city Rhone# ❑ I am a homeowner performing all work myself. ❑ I am a sole etor and have no one workin in ca achy an em 1 rovidin workers' compensation for my employees working on this job.:::?::? a .......................::::::::::.::.:::::........:::::.::: ::.:. :: :.. :. ::::.:.::::::..:.:............:::::::::::::: :: r ` :?. <' ...:i::.�::::::is i..:.::...i:�::::w::::::::::::.�.::•:i:.?.::.iY!v'-:::v:.�::::::::v:.�..::...:.:::.:�.i::•::•:w:::;:;:::;i.}F}F}}}Y •::":.�:•:•:::... :;.. •i}}}:4i:•}:•}:?•::•}:' ::.�:•. •:•:}i:???•:.�:}:•v::i•i?�:{!:F:•f Y:;:::•:�.�:•Yi:}'::•.;:.}•:.i:�•i::'':':ii':::.i:?•i`•'•i'''" ................................. a� � , � ��!�► -�' F phone# �.. '•.• '•:: :•}:L}:':}:•i}::v. ::•iiii::::::::v:::' :::. •?::FiF is is;:•:+w... ••::}_?•:'•i;:}::it?•:•}: :.:ti::::..is?0:::.i'.::niX:•:}iii ::::•:i i:: :i::•"v'?:>v:- ............ :}ii�?:<v:}i::ii:?ii' ... .. �.;v::i::ri;:.:•.:-::•:.. .ii::i•iiiT:.i::iii}...............: s :•: ... .. .. :. .......:....:.. .... ❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have ' the following workers' compensation....... polices. ....... . . .... ...-. .. ...l .:•�:r.;•..:.::.::. :. > . >> :. <::;<::::<:> ::>:<�::::;::::?:.;;;:;:.:::;;.:::?,:.�.:;>.;...:.. cum an r } Fi:LC?"T: 'S;:i;{i:,{::;:'1.?r•:i;:!4i$i}:iy: i::t:y;{:;:�i::'::::::><:::;'iF:;F:::;:;:;F'r:j< i:'<v:::vv?F::}J::::isisi''rii:}'i' :.?F:!y:`F:;is kF':iF:;:FF;:::i:^:::>.CFi::f::;:'>?;:Fi`:Fi?::;:C4i:........i:F'vFjvi;iF:•: :}:v4:p:?F: FF]:l•. 'v•:lii::;:;:;?(:F:}:}:?:F:::j:`f?i:•:v.4:::;v::;:;`:4 :•::;:,+. ::�:;::!#:;:;;!;i;;;i:J:;4?iii;{F:;:; :jtiyv:i+::::{: ::;:i.:;F:;:;ii:;:::::: '!i ....�:..... }r?F::ii:i:: vFJFi$yFl:$tijFF$}:};i,;,j.,Fj;?:~:;iry it:?:'F}::^}j;F ...:.::...:... .:n.n......... :address.. ...:• . ........... .... . .. ... .:. .......................:...............................................................................................:•::}'r:.:::w:::.�::::................. v..v:l.........v r.;:::..;?:.,.:.}+}}}.r•:?4;x}:•}}}}}•i�'^:•: ., ,v,:,,-vr•,C,. ...............:..:................:..................................:::................................ ..... r.:.r.. .... .v..................... ...........................:::.�::..............w:::::?ti};Yrr•.;-;F.};.}r.v.�::•.,-:i:•;....r....::..:: .w::: ...............:......:.............. n...........,.........• ............................. ........n.v...... ............. r:.:..r:r...rn...r..r.n ...... Y .S.St a}.a.x:::.:......:••:':vy}•:.::fi'•'•.�:::::....::::.�:i rvr�:.}i:?'•;:}}:::is n?v -..•.. .......:. ' :F:':j;F:?�i:;isj::::?''isi`ii:'iiil:isiii::::ii-rii::ii:?{;::`j:::';:i�j:i�:?;} ?<4:;s;?i:;i?::: i.:;:;F:;:;:;`:ji:i:!:i:::?iji:::}::i?::j::;:;i::,:;{i:;i::?::;ij::j?:?->•Yi:v?:;�:;�{%j:i•.}................' .:.::................. n 0. .................................................................................................... Fafimre to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andlor one years'imprisonment as well as civa penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that it copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby certify t pains nalties of perjury that the information provided above is true and correct signature Date '/ - f✓ C/ Print ie�M4WI) Phone# MEN ofn!al use only do not write in this area to be completed by city or town official city or town: permittlicense# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office ❑Health Department' contact person: phone#; - ❑Other_ . (devised 9195 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to.operate a business or to construct buildings'in the commonwealth for any applicant who has not pro'duced•acceptable'evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until quirements of this chapter Have been presented to the contracting acceptable evidence of compliance with the instance re authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and su 1 ' company names, address and phone numbers along with a certificate of insurance as aII affidavits may e PP ymg Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and submitted to the Department of fill'. date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is Accidents. Should you have any questions regarding the` . or if you being requested, not the Department of Industrial are required to obtain a workers' compensation policy,please call the Department at the number listed below. PENN City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the Permit cease number which will be used as a reference number. The affidavits may be retmmed to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations'would like to thank you in advance for you cooperation and should you have any questions. please-do not hesitate to'give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 INE Town of Barnstable °F T�ti , Regulatory Services vBMWMnBLFg Thomas F.Geiler,Director 4iAr16 u►'�a�m Building Division y Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 'Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion; r improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. It . 4 Type of Work: w• wl �+► �, ` o Estimated Cost 2 060 Address of Work: 171r- A}AR/ Owners Name: fit Date of Application: I hereby certify that: Registration is not required for the following reason(s): i, ❑Work excluded bylaw # ❑Job Under$1,000. } El Building not owner-occupied " F ❑Owner pulling own permit } Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. „ SIGNED UNDER PENALTIES OF PERJURY l I 4er y app y for a permit as the agent of the owner: � 4 r Contractor Name Registration No. OR 'Datex Owner's Name ate .: { '. IT y 1 Q:forms.homeaffidav A < k w , Town of Barnstable Regulatory Services s"R'''SMLE, Thomas F.Geiler,Director y MASS. �* `6prF0;9. Building Division i Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 1' k _ r r a � Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize 1�0 , S Ca&TE oa to act on my behalf, in all matters relative to work authorized by this building permit application for: T (Address of Job) 2c)ca 3 4Siat=ute o O n ate J �i t� , i t ��d�►iL� �. Print Name 1 r QTORM&OWNERPERMISSION C r AC-OR-D. CERTIFICATE OF LIABILITY INSURANCE 04/0 /1001 PRODUCER (603)v 32-36§6 FAX (603)432-6076 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA7.101: Lakeside Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE One Wall Street HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Windham: NH 03087 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW ----- - INSURERS AFFORDING COVERAGE NAIC N INSURED South Shore Gunite Pool & Spa, Inc INSURER Continental Casualty �044 3C 7 Progress Avenue INSUREr.s Safety Insurance 39454 Chelmsford, MA 01824-3606 ❑asURERC Transportation 20494C INSURER D American Intl . Group INSURER E. Peerless Insurance Company COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTAND; ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF Su.; POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR OD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE(mmtnnfYY% LIMITS GENERAL LIABILITY C1043430331 04/01/2003 04/01/2004 EACH OCCURRENCE S 1,000,0u X ;COMMEP,CIAL GENERAL LIABILITY DAMAGE TO RENTED S 100.OU CLAIMS MADE a OCCUR MED EXP iAry one peter,; S 5.01.) A PERSONAL&ADV INJURY c 1 '000 1 00 GENERAL AGGREGATE S 2 000.00.. Gz-N'L AGGREGATE LIMIT APPLIES PER: PEODUCTS-COMROP AGG S 2,0OO, 0, POLICY R( PRO. - i JECT X LOC AUTOMOBIL.ELIABIUTY 3138583 04/01/2003 04/01/2004 ;,DMBINED SINGLE UMIT ANY AUTO IEa dCvtlenl: S 1,000.0U ALL OWNED AUTOS - -""-. GoDIt ;NJURV S 8 X SCHEDULED AUTOS We,perscrr, X HIRED AUTOS BODILY INJURY S X NON-0KTIED AUTOS (Per accldenu - X XS Auto-$1,000,000 SCOTTSDALE INSURANCE 04/01/2003 04/01/2004 PROPERTY DAMAGE (Per a:cider) S GARAGE LIABILITY AUTO ONI If-EA ACCIDENT S AN`AUTO _ OTHER T'r,AIJ £A ACC S AUTO ONLY qGG 5 EXCESSNMBRELLA LIABILITY C1082102948 04/01/2003 04/01/2004 EACH OCCURRENCE S 1,000,061 X OCCUR CLAIMS MADE AGGREGATE. S 1,000,00, C - S DEDUCTIBLE iS - RETENTION S S ---- WORtiERS COMPENSATION AND WC9691539 04/01/2003 04/01/2004 T'�S IA,T o R EMPLOYERS'LIABILITY D AN%PrOPP.IETOR.PARTNERIEXECUTIVE E L EACH.ACCIDENT - S 1.000,01..' OFFICER M£9'ecp EXCLUDED-) -- It yes,oescnae under . c; DISE=SE EA EMPLOYEE S 1,000.0-,- SPECIAL PROVISIONS belo. E L DISEASE-POLICT'LIMIT S 1,000,00 °TNER IM9587411 04/01/2003 04/01/2004 Equipment Total : $414.162 E quTpment Floater. eased/Rented Equip Leased/Rented: $50,000 DESCRIPTION OF OPERATIONS/4OCATIONS)VOJICLE�1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISI NS - overing Installation of Swimming Pools and related operations of the insured during the policy period I I ' CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF.THE ISSUII;::It;S,RER WILL ENDEAVOR TO At.ill. - 10 DAN S WRITTEN NOTICE TO THE CERT IFICATE HOLDER NAMED 10 BUT FAILURE TC MAIL SUCH NOTICE SHA'L IMFCSE�'O 0SLIGAT ION OR L;'�3:: - i I� OF AN1•I\IND UPdN THE INSURER.IIS ACEP;TS;R REPRESENTATIVES I aVTItORIZED REPRE SENT AnvE - Edwin Duval i/HUSLO ACORU 21; �200i:00) -- --- `ACORD CORPOR;; a - ✓ e jpp'77T/I/t�?YIlAIE�LGIR O ✓ 7.We& t i' BOARD'OF BUILDING REGULATIONS S a License CONSTRUCTIOWSUPERVISOR Number CS 056174 r{, 3 'Bi tht!W.-03/16/104-5 i f=xpires'r03/16/2U05 Tr.no: 9504 = s .' Restricted: 00 ;. RICH ARD E BENOIT. .. 54 CUSHING HILL NORWELL, MA 02061 Administrator ✓/ze Board of Building Regulations and Standards License or registration valid for individut.4sie only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration• 1p5485 Board of Building Regulations and Standards ,Expiration:.7/17/2004 One Ashburton Place Rm 1301 '.Type:.-Supplement Card Boston,Ma.02108 SOUTH SHORE GUNITE POOL& ftWAkD BENOIT �. O 7 Progress Ave. % � y Chelmsford,MA 01824 -- Administrator Not valid without signature i , Cam\ . 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((..;..... :..,. ..........::.......r........?:........r..:.. ...:... ..n.....r........n .........4•F......}..::•:.•ri4':•}4:.::::i:•7:: ,.>.•:::::nh4:i}."•'4}:h'L•Y•F:•:?.}4.:.n..... •::::.v:::.•.w::::.:•.sµr.;{.:::.....::•:::h!•;v. ;•:.h:::•}:::k•./..;.v.vv..n,,,;}..::.+'n•.,{•:::v.A„• .....<Jwrr:1??t•:{v:::n4.....,. x:.:..,.:}:. ::::•:-n;•:}::::...r,.;S.:?.rr:.v:$t•C:{•L7,:;::tiY:•...:::1::•::v.8,;;.'•::v...:•Y}::•r.••:....:........•}:::i:i:iY•r:::::...v:^::n•:w.., ��4:.::• Failure to secure coverage as requirednnder 5ection25A of MGL 152 cahlead to the imposition of erimina7 penalties ota Snenp to 51,500.00 andlor penalties in the form of a STOP WORK ORD one years'imprlsotunent v weIl as civil �A anal fine of S100.00 a dap against me I mtdersfsnd flint a' y be forwarded to the Office of Investigations of the DIA.for coverage verification. copy of this s{atxmeatma —ereb -- ... e• d pe es-of-perjury-that-the-information-pr-ovided-abave-issru&larid cor-ree! Idoh Y / Date C7�®'a Signature (yr .•i .•. ". . , ' .. - .:Pfione# .. •Pr111t nHII1e '-')� `�� �if� , ofgdal usE only do not write in this area to be completed by city or town offldal e# " CIB�ding Department per5rtitllicens city or towns ❑Licensing Board D5electmen's Office 0 checkif immediate response is required ❑$eslflrDepsirttnent OOther phone#; contact person: r r..vi..A 9195 PTA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their an employee is.defined as everyperson inthe service of another under any coIItract employees. As quoted from the"law", of hire, express or implied, oral or written. , association, corporation or other legal entity,.or.any two or more of An employer is defined as an individual, partners hiP the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the`receiver or trustee of an individual,partnershiP, association or other legal entity, employing employees:-However the ownet.of a .... dwelling house having not more than three apartments and who zesides therein;-or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or because of such employment be deemed to be as employer: building appurtenant thereto shall not MGL chapter'152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit.to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the' commonwealth'nor any of its political subdivisions shall enter into any contract for the performance of public work uotil acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting autho#ty. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department,of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and ;'4 should'be returned to the city or town that the application for the permit or license is date the affidavit. Tlie affidavit being requested, not the Department of Industrial Accidents. Should you have any questions regarding the`7a ..of�if..yQu aie required,to obtaia�a workers' cAmpensati6a policy,please ca1l'the Department atthe number listed below.: City or,Towns •, complete and printed legibly. The Department has provided a space at the bottom of the Please be sure that the affidavit is affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please, be sure to fill intbe.pe=Enl- ease number whicliwMbe used aas a reference number. 1fiie:affi vits may lie'r T"" _;t�?•,. have been the D epartment by email of FAX ii�ess other arrangements made: M; ,• • y The Office of Investigations would like to thank you in advance for you cooperation and should you have anyguestions. euall please donothesitateto Yv . - The Department's address,telephone and faxnumber. •, . . . • • .. . - .. • The'Commonwealth Of Massachusetts Department of Industrial Accidents Me of lnvestigaualls 600 Washington Street Boston,Ma. 02111 far ff: (617) 727-7749 " : phone #: (617) 727-4900 cit. 406, 409 or 375 I RESIDENTIAL BUILDING PERWr FEES ' APPLICATION FEE New Buildings,Additions $50.00 0 ,�v Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW L *rING.SPACE ✓ -r ! `, - - square feet x$96/sq.foot= J�3 Z,q=• •0031= �O plus from below(if applicable) ALTERATIONSIRENOVATIONS 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 �- ame .100.00> w building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= �. (der) _y5� UU IV � Deck x$30.00= ,R (number) i Fireplace/Chimney Z. x$25.00= 2 S (number) Inground Swimming Pool .$60.00 ' Above Ground Swimming Pool $25.00 Relocation/Moving S150.00 (plus above if applicable) Permit Fee,. —,. - QQ•J S� projcost - 09/17/2002 TUE 01:56 FAX IM 002/002 NSTAR EL EC rR/C a I September 16,2002 NIr. Peter Field PO Box 16 Cotuit,MA 02635 Re: 1715 Main Street,Cotuit,MA Dear Mir.Field: The purpose of this letter is to confirm that the electric service to the above address has been disconnected and removed. Please feel free to call me at 781-441-3365 if you have any questions. i Sincerely, Nancy L.Allen Mid-Account Executive r i t. I 1 Sep 16 02 04: 58p P. 2 r ENERGY CONSERVATION FOR n LOW-RISE RESIDENTIAL NEW CONSTRUCTION a 'd A DDDII ad ADDITIONS 780 CUR Appendix J Applicant Nance: �Fe(cq—kl rUI> ,site Address: 1 l Applicant Address: — -s' *� -��zt �a' City/Town: y - Use Group: Applicant Phone: a1_4115� Date of Application: ' .e►ppIicant Signature: Compliance Path(check one): 1 Prescriptive Package(Limited to 1-or -2 family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5 1.Ib): _ Heating Degree Days(HDD65)from Table JS.2.Ia: �� J C�Ft�.r�ao7+f� (For items d,through i.,fill in all values that apply from Table J5.2.I b:) a. Gross Wail Area. 548!- sq,ft f Wall R-value C b. Glazing Area l `( -- l~ �sq.ft. g. Floor R-value R- c- Glazing%(100 x b+a)--.- ? -._*7 % �� `. g d, Glazing U-value h. Basement wall_ i. Slab Perimeter e. Ceiling R-value ' R- 3d j. Heating.AFUE . 3"7a v-1 rJ Q Component Performance:i°Manusl Trade-Off"(Limited to wood or metal framed buildings Duty) Climate Zone(from Figure JG.2.2) Q Zone 12 ❑ Zone I3 Q Zone 14 Attach Trade-Off A'orksheet from Appendix J, [and HYAC B-ade-Off Worhsheet,. if applicable] JVAScheck Software Attach Compliance Report and Inspection Checklist printouts Q Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR Q Renewable Energy Sources. Attach Mass I2eRistered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: , F a. Gross Wall+Ceiling Area` sq.ff. b.Glazing Areal_ sq.fi. c.Glazing%(100 x b+a) % ADDITION with Glazing% (c.) up to 40%may use 780 CMR Table J1.1.23.1 below: .v -v 2 f . f wall Al es Z BA r Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units, 3 .R-30 ceiling insulation maybe used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) "SUNROOM"addition(greater than 40%'glazing-to-wall and ceiling gross area) Attach"Consumer information Form"from 780 CMR Appendix B_ Official's-Name:. Official's Signature: Application Approved ] Denied Q Date of ApprovaMenW: Reason(s)for Denial: (provide additional details as needed on back side) i n Energy Delivery 201 Riv ����irM■� 201 Rivermoor Street Energy Delivery west Roxbury,Massachusetts 02132 Tel 617 723-5512 August 13, 2002 Mr. Field 1715 Main St Cotuit, MA 02635 re: 1715.Main St, Cotuit, MA To Whom It May Concern: This letter is to confirm that the natural gas services to the above referenced property have been cut and capped at the gatebox. This work was completed by us on August 12, 2002. If you have any questions, I can be contacted directly at 508-760-7503. Sincerely, Sally Sinclair Cape Operations Z. ,• . ..., is . • .:f ... {� `£' .].,f • s ..., �� 7 ✓�ie �anvneo�ruuea/,C� a�i�a�raacfzuaeC� . BOARD OF BUILDING REGULATIONS I License: CONSTRUCTION SUPERVISOR °' 'f'• Number: CS. 065638 Birthdate::07/15/1965 i Expires: 07/15/2003 Tr.no: 2706 Restricted: 1 G PETER D FIELD PO BOX 16 COTUIT, MA 02635 -3Lc Administrator �. ✓.ze"�arnueoi ��✓vtawac/rt� NONE INPROVENENT CONTRACTOR Registration. 120362 Expiration: 11/30/2001 Type: Individual PETER FIELD - L� � PETER FIELD W7 ADMINISTRATOR HAIN ST/PO BOx 16 COTUIT NA 02635 i i OF } Cotuit ,Fire t',5trf ct Cmm Water Mepartment 11 :1926 `o, 4300 FALMOUTH ROAD, P.O. BOX 451 U Y COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 1 I August 8, 2002 i . ! i Mr. Peter Field I PO Box 16 Cotuit, MA 02635 r RE: 1715 Main Street Dear Mr. Field, This is notification that 1715 Main Street, Cotuit, does not have town water. 1 Sincerely, 1 f'Sherri T eavenworth. Business Manager I I t i i f I 4 i j i k Assessor's map and lot number .....0�6.:..p.4.—�.................« �ofTHETa Se09ge Permit number ........................................� 13ARISTABLL i Hguse number ...� 1 J 6 •� .... .. ................................................. 4 ' a YPY A,- ,TOWN sOF BARNSTABLE r BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..5....". f�I$. .C....... . ............................................... TYPE OF CONSTRUCTION W.0.C.7:.i�.........f ..................................... elf 0V 45J EA....eY.�i......19..� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... 6)..... ............C .V.a...t................................... .................................... ProposedUse ..:.. .e......................................................................... ..................................I.......... Zoning District ....../. ,..6....................................................Fire District U.49..I.(J..1.. ............................................. Name of OwneRIQA.A.Rt........C./4.0R.C.4......Address ... .rJ� ... . � /.. ... ../../s L�.�......d 1.of—I Name of iBuilder 0.(4R)..ICS..4C. ..��:f/.:!'1.�l-.t.N.Address ��t��A..�1C.��.?✓.f��.�ic�v`. Q. ���..����.l�1� Nameof Architect ................ ...............................................Address ................... ....................................................:... Number of RoomsL).9(� a�... ........� 1. � ....... p .............. ...................................................Foundation ... .. ...... Exterior .... t4. f�6.( O.M...... .,.. ...L' .L.`. .............Roofing .. ., ..a .� - ................................ Floors ......C.0s".4... E..................................Interior ........ 0.......................... ®® �� .........Plumbin Heating /L`..4�.�.� ....... g ...........a.a) .E.................................................... Fireplace .............. �. 11J..4.. ......................................Approximate. Cost ..1.��..Q��.4 .a..o..Cj........... ............ Definitive Plan Approved by Planning Board ---------------____-----------19_______. Area �.�2.:�.. ...• �.1..... Diagram of Lot and Building with Dimensions Fee ... SUBJECT TO APPROVAL OF BOARD OF HEALTH v P- �h _AGAR, 17,0 ® e OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardin a above �I f construction. e�� �@PR f i� NameC. . 4 . J SOITARY Construction Supervis s License .1..SP............... r_ _ _ c CHURCH, RICHARD j 4 No 258,12 Permit for Build Garage ry , •,•••,••.•Single Family Dwelling - Location ..1715 Main Street...... ............ k - _ Cotuit -t Owner Richard Church...... - . Type of Construction' ..:......Frame .....'........:. I F z F t.. . Plot .............................. Lot'" .......................... rNOV. 22, 83 ; ; ` t j Permit Granted :.......... 19 Date of Inspection .......19 Date Completed .... 1 ....19 Assessor's map and lot number ...... Sew,age Permit number Z BARNSTABLE i Hcfuse number ... ... ................................ rasa :.� 9 Op 039. i0�1'p YPY fr• TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .. 11/`.a?� 1 Z.......I '.I.W..AC..+ ............................................... ......e.)... ........... ... � � �............................................................. TYPE OF CONSTRUCTION .............. �� ...�. R"" .�'�.�... .... .... AJ/aUfk � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....�.zL. :'r.... . /. ��....��. � i. .�L ............ ' ........................... ................................... ProposedUse ..... ► .......................................................................................................................................... r Zoning District ..... !..r....................................................Fire District 0, ............................................. Name of Owner'a .MP,j4.A..R.\.......21. ..(.J. fZ. i�r.........Address ...�.�f�... .��� iv....F7WaEEr--.0c:,,aua- Name of Builder (�,�f'I< .? .. ! �!�� r.9A.;R?Address Nameof Architect ..................................................................Address ......................................................... ....................... Number of Rooms ..............4................................................Foundation e$.........TSA..fa cw/ ........ Exterior �" ...Roofin ��-- ' X Floors ..,::.................................Interior Heating ...........A.!.C;tPt .................................................Plumbing ...........Vnl.N r..-.................................................... i f .J,r Fireplace .............. 1 f; .:.................................................Approximate Cost ...../ Definitive Plan Approved by Planning Board -----------_______-----------19________. Area .4. *��.. f' '.�..... Diagram of Lot and Building with Dimensions Fee...28t.o.(?....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 SFF�n`��.� px,: e3/ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding.tlie above construction. �+ IRIM Namet --;' ��...................... .. .. ............. ............ S4N IYF6ny Construction Supervisor's License �� !.............. i CHURCH, RICHARD A=016-003 No ..O Permit for ...Build Garage Single Family Dwelling.............. ..................................... Location 1715 Main Street ......................................... — Cotuit ............................................................................... Owner Richard Church. Type of Construction' .........Frame.............•„•... ................................................................................ Plot ............................ Lot ................................ Permit Granted ..Noau......2:2 ..................19 83 Date of Inspection ....................................19 Date Completed ......................................19 v CJ4 20 ��� Mhessor's map and lot number ..... .j. ..�..®.` ..��....... yp%TH E ?S'ewage Permit number ... Z BARNSTADLB, House number .....�. � s rasa 0 .. p i67q. a MPY a�6 TOWN OF BARNSTABLE BUILDING INSPECTOR f�} APPLICATION FOR PERMIT TO t '?/" � ......�- Q TYPE OF CONSTRUCTION ........ s" � 4 ?C: ?�/ . •'�'� '''.... ........ .r.... ...................................................f.............................. �•� .......F...!d..............19. . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �y ,,•-��,,�,, Location / �'� I/! .... - !.............................................................................. ............. ....................... .... ProposedUse ..................................................................................................................... Zoning District .............. ..:........ ......... ...................Fire District .F ,,,��#�r (,,,....................................... Name of Owner ;� „f�' . ' .... ,r �, .Its!:�-''....Address J... *!�. • ..`����'�??...n: ..... ?►.! � 1.. ....,... Name of Builder��!.. .< ... � ,-x?" ..Address �1. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms Foundation Cowj��. .....Z-42m�; ......................... Exterior ..! , j7a' 1-,.. �!' .� .� ?.....................Roofing ...C.�(-!� ?/ j.. ,!` ..... '" ? i:Y .......... ..............................................I ... .Interior . . ! .�,:�.T.. ,( Floors .....0 . .i Heating � � ,:. .. .•,., .........:... ....r.................:........Plumbing Fireplace ....... ...... ....................Approximate. Cost ............g!��...................................... Definitive Plan Approved by Planning Board -----------__—___-----------19_______. Area ..... .�!�^ .,:!. ....- -. ....... Diagram of Lot and Building with Dimensions Fee .............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH .,O - --- f • 1 7�� �:,�j.`{i-� t M,,z'€ .�~..� i l� � �(7 r'rv�r a:.� t!'<"'t} `.v;-•c, .,, r OCCUPANCY PERMITS REQUIRED FOR' NEW DWELLINGS I hereby agree `to conform to all the Rules and,Regulations of the Town of.Barnstable regarding the above construction. / Ncime(:' ..... �„ r 32t Construction Supervisor's License e?..... ............. _ a .., CHURCH, RICHARD � A=016-003 26598 No ................. Permit for Single Fa ?w........... . .... ................... Location 1715 MAXI..S.t ......................... ....................C9gta=............................................. Owner .......R chard,..S�I.LI>r.Qh.................... .................. Type of Construction k'.Xam.............................. i .........................::..................................................... Plot ..........................:. Lot ................................ € Permit Granted ......June 19, ............19 84 r Date of Inspection ....................................19 , r Date Completed ......................................19 i Assessor's map and lot number .....A. Q Q 3 Sewage Permit number ............, ..............,. .......... ��Q�piTNErO��� / e Z BAUSTADLE, • House number ` !. .................................. NAG& 'p0 "039. 9� �0 MAI a\ TOWN OF BARNSTABLE BUILDING . '-INSPECTOR APPLICATION FOR PERMIT TO ..lk.C .& . .... ................................................ TYPE OF CONSTRUCTION ........Av.� ...... , .............................................................. ......... .�.. ...........19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit acc rding to the following information: Location .../...(. ..J........��.(.. ?�Y4....1 � a ........... ... ...................................................... ProposedUse ....... : ........ ..: ........ ................................:................................................................................................... Zoning District ....................Fire District ..�S.fl I JC' (fit, �� y1 c Name of Owner . .. . . �'.... .....Address � � .:...1/s .. fJ �........... Name of Builder,,.���,L Address ..... ��.! Nameof Architect ..................................................................Address. .................................................. ............................. Number of Rooms ..................... ....................................Foundation .. eta,..... .. ..... ....................... Exterior .A IL ....................Roofing ...W ........... Floors ..... ...................................................Interior ... ..L .CL .......................................... hieating ......... JCc .. . . . . ..........F ...................Plumbing ...............................6 ...... ....................I....... Fireplace ........ ..........................................................Approximate. Cost ............ ................................................... Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area ...{..� . .... -...... Diagram of Lot and Building with Dimensions Fee ............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS RE091RED FOR NEW DWELLINGS 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / yQ t NameC.-.... � ..... ...... ... ...................... Construction Supervisor's License � j �............ CHURCH, RICHARD " 26598 Build Addition Permit for ....................................Single Family Dwelling rt ................... .................... .................................... Location ..17.15..Mai.n..St.r.eet............................... .... ...... .. .... . ...... .... .. Cotuit .... ..... '--Richard Church rA Owner .... ..............:............................................... -Type of Construction- Fr...ar.ri 4 ... e....................:.......... . . . ... 01 ................................................................................ Plot ........................... Lot eo� Permit Granted ......June ............1...9,.................. 1.9 84 -Date of Inspection ...............................I.....k"I 9 Date Completed .............. .......1'9 el A 1Y The Town of Barnstable - • BAR E.ASS. ' Department of Health Safety and Environmental - Services Y MASS. 0Q '63q. �0 prfoMpy Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner:cw t d nth v Ica r Map/Parcel: b i to d 03 Project Address:/ `?Is \QAvi S#- C.U+ Builder: The following items were noted on reviewing: yY' . , 1 I I t f Reviewed by: Date: q:building:forms:review t -+------------.j May 12, 2004 Mr. Jeffrey Lauzon Building Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 1715 Main Street Dear Mr. Lauzon: I am sending you this letter to confirm to you that I have observed the construction of the aforementioned home at several times during construction and that to the best of my knowledge certify that the work is in conformance with the permitted plans and codes. These observations included the structural frame, rough-ins of systems and finish work. I can also attest to the very high quality of the work. Sincerely, 7; Grass Grassi Design Group, Inc. GRASSI DESIGN GROUP • 46 WALTHAM ST. SUITE 3A BOSTON, MASSACHUSETTS 02II8 telephone: 617.956.9992 •facsimile: 617.956.9993 • web: WWW.GRASSIDES.COM ��vogy 1 '71 S /lea-i n S4, cc,+"'f. o a� �I30 � E ri 1 A STREE T. 1715. -4\4A 1 COTUIT, MASSACHUSETTS GRASSI DESIGN GROUP 661 BOYLSTON STREET BOSTON,MASSACHUS.ETTS 02116 TELEPHONE: 617-536-2190 h . w ARCHITECTURAL ELECTRICAL MECHANICAL STRUCTURAL COVER SHEET E-I BASEMENT ELECTRICAL PLAN t SCHEDULE M-I BASEMENT MECHANICAL PLAN 5-1 GENERAL NOTE5 AND DETAIL5 E-2 FIRST FLOOR ELECTRICAL PLAN M-2 FIR5T FLOOR MECHANICAL PLAN 5-2' FOUNDATION L-I 51TE PLAN E-3 SECOND FLOOR ELECTRICAL PLAN M-3 SECOND FLOOR MECHANICAL PLAN 5-3 FIR5T FLOOR E-4 GARAGE ELECTRICAL PLAN 5-4 SECOND FLOOR A-I BA5EMENT/FOUNDATION PLAN 5-5 ATTIC FRAMING A-2 FIR5T FLOOR PLAN 5-G ROOF FRAMING A-3 5ECOND FLOOR PLAN 5-7 GARAGE-FOUNDATION, A-4 ROOF PLAN FIR5T 8 ROOFS-8 DETAILS A-5 SOUTH*EA5T ELEVATIONS A-G NORTH 4 WE5T ELEVATIONS A-7 GARAGE-FOUNDATION, FIRST,AND ROOF PLAN5 A-8 GARAGE EXTERIOR ELEVATION5 A-9 BUILIDING SECTION e�Q A-I0TYP.WALL 5ECTION,EXTERIOR DETAILS 5191®KE DETECTORS O.K. A-I I WINDOW 5CHEDULE,EXTERIOR DETAILS A-12 DOOR�HARDWARE 5CHEDULE/ DOOR DETAIL5. A-1 3 FIRST FLOOR REFLECTED CEILING PLAN A-1 4 SECOND FLOOR REFLECTED CEILING PLAN A 1 5--A-18 INTERIOR ELEVATIONS A-19 INTERIOR DETAILS STABLE LDIN DEPT. A-20 PLUMBING FIXTURE FINISH k APPLIANCE.5CHEDULE 4, 5 • O c¢ P4 FtM. e0 .. y!.. /' � / - / I \: - � \ 14' Fr•1l 111 T7 sip Vj �`� / / ! / ► I i. W cn o.r=-T O µmu Coil ToL4P-- . --- --------- Ex rh?r Alq Go V l!(04 F- -- U ae L n .,F�_o• I¢, o.�._._,,._:. 3sPn �1_O.n 7'.-,0VZ 16-8" 1iz lo'-g,. �_-.5•' _o" �j 5 V "s L f Q $z t, 7.U.L MOVIOE $ILLO,SASE-MGNf IQu BVLKNE ... A... G .. 9 DOOQ. >IZ� W� ' TLIINaex4kyA4Ev D° u I q o_o r I. tt _ TO.L,WA44- 31 9 IoI_o„ —--—-- - _ y i P - Tac WALL 1.1•P p1'. _a I 4 3'Ii' 3b1-2•I/Z! p I - y o _ - --- - Q WALL - - ,.. �a�., - col.. ' S f"1 �'1�•._ IOOTINE4 10° DEF_P I L Q W/ YI i T I T fin; I No 4 6AR5 eorH WAY CTrF•) _ i _ �lo'-o] ��� W W CA TO,G, T O L, WALL 4"7onLREi$ 'LAO Ot�J dWADe - - _ I ! n PROVIDE "I.I ON CHRc MT' r &A EI K,0 1 i e�V AT�1(.2 N zW4.� �j � � z o p GRAVEL FALL _ l � I • �4 _�1 r I _:_cHinNEY.:F-rro. -- - --- ....... ... _ _._ 1 - 6 foLKET� I \ \ 1 IO"GMU WALL- lo" I � a �i. I' _ STKIP �r�. -I;ac, �---------------- oi-----r' I � E•,, N ey NI' I oPealuY FoR,><Im I — I - � a ESOP. D�peif- I T,O.G.WALL 11 5 i TOG, WAIL -2-X3". . l to - 11,o• i i < L .. . - I r- E WO, m{1 9� r FOVN DATON"IMS: ..l .' oF"Isr FLOOR SV6FLOOK .. I Cpb._L b zj�_p• Is,-6,+ ¢'_o" �.'-G" ELEVATON _ -T,a.C,.-DENOTES TUP of _CO7&BR SETS ND ATe BO7tOM of FOOf1N4 ELEVATION. CONCR-TE IOBB I.+ � 3or?O'PSI G' 29 DAyS,ALL. rVOTINGS 'iD BEAK ON < (� ...5UIMSLE 501L MATEKIAL, . 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FILL WH,KXNT SEALANT• F c NON-SFIRIN!(GROUT ((��RY BE MADE WTINIV 24 HOURS � CONC.BRICK SUPPORTS AFTER SLAB PLACEMENT) AT SLABS H DL �, r DOWWISE OR 1,. STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WTH ARCIHECTURAL 9. ALL KEYS SHALL BE 2'•BY 4'WH BEVELED SIDES UNLESS 07HERMW NOTED). z P M"M ®3'-0'O.C.EACH WAY COVERED N11H TILE, 4x4-W4.OxW4.0 W.WF. - ( w LJ U7 tea' 3/8"0 x 16'LG CARPETING,ETG pEPREsslpy SIZE AND MECHANICAL,ELECTRICAL,AND SHOW DRAWMCS AND SPEpFlCAnONS u' vl g' GREASED PLAIN UN LOCARLM iQ HORIZONTAL CONSTRUCTION JOINTS SHALL BE AS INDICATED ON THE DRAWINGS VERTICAL H Z 0 n • W.W.F. W SEE PLAN•' AR. O 2•• 0I BARS 0 16' 2 ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FED AND ANY CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ARCHITECT. ALL CONS7RW7ION � r U Z0 #012 ,, PROCEEDING WIN THE DISCREPANCIES SHALL BAFFECTEDP PORTION OF 70 THE ME WORKTION OP THE ARCHITECT BEFORE 48 BAR DIAMETERSSHALL BE MINMUN.NIMUM.MED 7H A STANDARD KEY AND ALL REINFORCING EXTENDED W y Z say„ .gin,. F717 C3E2SHOP DRAWNGS FOR REINFORCING STEEL(INCLUDING ALL ACCESSORIES)SHALL 11.DETAILS NOT SHOWN ON ME DRAWNGS SHALL BE IN ACCORDANCE WITH THE LATESTBE SUBMITTED TO THE ARCHITECT AND A STAMPED ACCEPTANCE RECEIVED BEFORE EDITI(IN OR THE ALT DETAILING MANUAL 315. Z WSEE FlXINDA710N N07E5 ON DWG SO.f - ROUGHEN SURFACE FABRICATION CAN PROCEED. ERECTION SHALL BE MADE FROM ACCEPTED 940P •`0n Fo w (AG 318-8J ART.11.7.9) DRAWNGS ONLY. 12.ALL(:AST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE R£QUIREMEN7S Of AG 301., OV- FOR ADUIDONAL SUBGRADE r,y REWREMENTS FOR RADON VEMMG CONSTRUCTION JOINT CONTROL JOINT - DEPRESSION 4. DETAILS SHOWN ON ANY DRAWNGS ARE TO BE CONSIDERED IMCAL FOR ALL SIMILAR ING REQUREWENTS,REFER TO CE07ECWCAL REPORT.(TYP) ••ADD 2-05 x 4'-0'DIAGONAL BARS AT EACH TYPICAL HOUSEKEEPING c�+OrnoNs uNLFss oTHERWSE NOTEo. 1. ALL I.'dNFORCINC STEEL SHALL OP DEFORMED BARS,FREE FROMLOOSE RUST AND SCALE (� PAVING SLAB CORNER OF DEPRESSIONS>4'DEEP. PAD DETAIL S FOR DIMENSIONS NOT SHOWN ON THE DRAWNS REFER TO ARCHITECTURAL DRAWNGS. AND CONFORMING TO ASIM A615-87,GRADE 60. Q TYPICAL PAVING SLAB DETAILS DOW Lax VIER MASSACHUSETTS STATE BUIDING CODE 67H AMMON) 2. ALL ACCESSORIES STALL HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE IN ACCORDANCE WTH ACI, Ur" .. LOOSE STFF(, 1. ROOF LOADS CURRENT EDITION. - 'A SHOW(ZONE I} 25 PSF+DRIFT(APPIWAR:F ARFA.S) 1 LINTEL SCHEDULE 3. LAP BARS 48 BAR DIAMETERS MINIMUM. U� - 8 ROOFING AND INSI/UTIOW 5 PSF CD - MASONRY 4. NO BARS SHALL BE GUT OR OMITTED IN THE FIELD BECAUSE O"SLEEVE$DUCT OPENINGS LINTEL SIZE G SERVICES 5 PSF OR RECESSES BARS MAY BE MOVED ASIDE WTHOUT CHANGE IN LEVEL WH THE APPROVAL OPENING OF HE ARCHITECT . 4ENCIH ODITIUVAL DOWELS NOT 1-0(1 EACH. D. CEILING(WHERE THEY OCCUR). 5 PSF 48'OA 48'DIA. EQUIRED F WALL REM.. FACE)EACH UP TD 3�-O• L 3j x 34 x a XTENDS MINIMUM LAP 1 SIDE OF E. STRUCTURE ACTUAL WEIGHTS OF MATERIALS $' . BEYOND JaWIS .3 yA�' 'ti ZINC J'-1"TO 4'-6' L 4 x 31/x j(4"LEG V4RT.) .1. ALL STRUCTURAL STEEL MATERIALS,WORKMANSHIP,AND DETAILSSHALL CONFORM TO THE `Y L 5 x x 5"LEG VERT 2• FRAMED FLOOR LOADS LATEST EDITION OF THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS'. 4'-7'TO 6'-0' 3} ( ) STRUCTURAL STEEL STALL CONFORM TO ASnd A36 EXCEPT TUBULAR SHAPES SHALL CONFORM .. ° .,.. 3 x1 x i�6(6 LEG VERT.)6 A LIVE LOAD TO ASTM A50O GRADE B.AND STEEL PIPES SHALL CONFORM TO AS7M A501. 6'-1'TO 8'-0' L FIRST FLOOR. 40 PSF ADO DOWELS TO 2'x4'KEY PITH SECOW FLOOR' 40 PSF 2 ALL EHOP CONNECTIONS SHALL BE WELDED TO CONFORM TO'STRUCTURAL VaOMG CODE' MATCH HOPIZ BEVELED SIDES T T NOTES. ATTIC/LOFT.• 30 PSF AWS 91.1-86 OF THE AMERICAN WELDING SOCIETY,E70 SERIES SHOP CONNECTIONS MAY u WALL REINF. - O SERVICES 2 PSF BE HIGH STRENGTH BOLTED.' xzx 1. PROVIDE LMIELS OVER ALL OPENINGS EXCEPT ,i a WHERE UNREL BLOCKS ARE PROVIDED. 2-15(1 EACH - C. COOING 3 PSF 3 All FIELD CONNECnQVS SHALL BE HIGH STRENGTH BOLTED TO CONFORM TO AS7M A325-N TYPICAL ELEVATION OF CONTINUOUS FACE)EACH 2 PROVIDE ONE ANGLE FOR EACH 4'OF WALL D: STRUCTURE 10 PSF SHALLIAPPLY NOTED. WHERE WELDING IS SPECIFIED,WELDING PER NOTE 12 ABOVE m ` iHCKNESS FOR 6'WALLS PROVIDE TEE OR o STEPPED WALL FOOTING OPENING BOLT-UP SECTION PITH PROPERTIES EQUAL 3. PAVING SLABS(SLARS-ON-GRADE) 4. PRIV.TIE 1/4 INCH THICK LEVELING PLATE UNDER ALL CGLULH BASE PLATES.LEVELING TYPICAL CONSTRUCTION JOINT TO OR GREATER THAN 1.5 TIMES ANGLE PROPERTIES FOR 4'WALL THICKNESS A LIVE.LOAD PUTS SHALL BE SETT AND GROUTED SOLD BEFORE ERECTION Of COLUMN. . IN CONCRETE WALL TYPICAL ADDED REINFORCING TYPICAL AREAS 100 PSI CH 5. ANCHOR BOLTS TO CONFORM TO ASTM AJO7.EMBEDMENT INTO CONCRETE SHALL BE 3 PROVIDE 8'OF BEARING EACH END OF ALL LINTELS 9 INCHES PLUS 2"-90'HOOKS UNLESS OINE RMSE NOTED. AT CONCRETE WALL OPENING 4. PROVIDE GALVANIZED STEEL AT EXPOSED AREAS 4. WHO. 21 PSF(ZONE 3) 5. LATERAL EAKIH PRESSURES 1. ALL.57RDCTURAL LUMBER AND THEIR CONNECTIONS SHALL CONFORM TO THE LATEST MINIMUM WALL REINFORCING ACTIVE: 40 PCF EDHRON OF THE NFPA NATIONAL DESIGN SPECIFICATION FOR WOO CONSTRUCTION'AND (GRADE 60) AT-REST.. 60 PCF SUPPLEMENT DESIGN VALUES FOR WOOD CONSTRUCTION' . FRICTION COEFFICIENT=.55 PLYWOOD SHE47HINC WALL NQ OF ROWS HOWWAL VERTICAL - 2 ALL WOOD FRAMING EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED C THI0INE55 EACH WAY REINFORCING REINFORCING f SOUTHERN PINE NO.1 OR BETTER. - W LVL HANGER - 2.6 3. ALL:ALLS STALL BE PRESERVATIVE PRESSURE TREATED SOUTHERN POE NO.2 OR BETTER. FOR TOP LOADED BEAMS STUD WALL 6',7;8' 1 14 0 12" 14 0 18' 1. THE BOTTOM SURFACE OF EACH FOORNG SHALL BEAR ON COMPACTED STRUCTURAL 0 MURMUR OF 2 ROWS i6d FlLL GLACIAL TILL,OR BEDROCK THE PRESUMPTIVE DESIGN BEARING VALUE FOR ALL 4. ALL STRUCTURAL WOW FRAMING(,01575 RAFTERS STUDS LMIELS AND PLATES)SHALL BE . D NAILS 0 12'O.C. FOOTINGS IS 2 TONS PER SQUARE FOOT. SPRUCE-PINE-FIR NQt/NO.2 OR BETTER PITH FD-875 PS;Fv-70 PSI,E-1,400,000 PS. 3 ROWS OF 16d NAILS24 9;I0;1I' 7 ®IB' 14 B 18' W - 0 12'O.C.FOR W,,- _ 2 THE ESTIMATED ELEVATION OFTHE BOTTOM OF EACH FOOTING IS INDICATED THUS 5. PROVDE DOUBLE STUDS(MINIMUM)UNDER ALL HEADERS OR BUILT UP BEAMS UNLESS W U 16'AND 18'BEAMS 1/2'PLYWOOD 12;13;14' 2 14®IZ' /4®18' [0'-0] THE BOTTOM OF EACH EXTERIOR FOODNG SHALL BE A MINIMUM O'4=0"BELOW OTHErRWSE NOTED. SUCH STUDS SHALL CONRNUE FROM THE POINT OF LOAD APPLICATION- CK STUDS SPAS FINISHED GRADE ACTUAL FOOTING GRADES SHALL BE ALTERED,AS NECESSARY.AT THE TO DIE FOUNDARON DIRECTION OF THE ARCHITECT TO SAT W CONTOURS OF THE BEARING STRATA (� 15',16',17' 2 14 012 ®18' 6. ALL ILUSH(SIDE-MOUNTED)CONNECTIONS STALL HAVE BEAM OR JOIST HANGERS CAPABLE REFER TO SCHEDULE FOR 3 NO BAC67LL SHALL BE PLACED AGAINST FOUNDATION WALLS RETAINING EARTH UNLESS OF SUPPORTING THE MAXIMUM REACTION OF THE MEMBER. HEADER 5(H)ULE FOR SIZE _ WALLS ARE SUFFICIENTLY BRACED TO PREVENT MOVEMENT OR STRUCTURAL DAMAGE7. - Q BEARING FOR DOOR NAILING PATTERN FOR 1e;1s;2D' 2 �®1s' l4®1s' ALL Irosr ro BEAMCONNECTIONS SHALL a METAL CAP,LMlE55 oTHERWSE OR WINDOW HEADER BEAM TO BEAM CONNECTION MUL7IPLE PIECES 0 1 4. FOR ALL IN7MOR SIAB-ON-GRADE CONSTRUCTION.PROWDE 6 INCHES OF CRUSHED MOT). Z � 2x6 STONE AND A 6 MIL POLYETHYLENE VAPOR BARBER UNDER ALL INTERIOR SLABS �.0 NOTES B ALL CONNECTIONS SHALL CONFORM i0 HE CURRENT EDITION OF THE NATIONAL DESIGN TYPICAL DOOR/ 1.WALLS OF FRACTIONAL THICKNESS SHALL BE REINFORCED S. WHERE REQUIRED BENEATH PAVING SLABS OR FOOTINGS STRUCTURAL FILL SHALL BE SPEpFlCARON FOR WOOD CONSTRUCTION,AND HE CONTRACT LIOWMENTS. Q TYPICAL L VL DETAILS - AS A WALL OF HE MEYT HIGHEST THICKNESS COMPACTED IN 8 INCH LAYERS TO AT LEAST 95 PER CENT OF MAXIMUM DRY DENSITY. _ WINDOW HEADER STRUCTURAL FILL IS REOMM FROM THE TOP OF THE BEARING STRATUM TO WTHIN 9 ALl STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WTH THE AMERICAN 2 WALL THICKNESS NOT SHOMI SHALL BE A MULTIPLE OF 16'OF THE BOTTOM OF THE PAVING SLAB. INSTITUIE OF TIMBER CONSTRUCTIONS"CONSTRUCTION MANUAL'. 16d NAILS AND LINTEL DETAIL HOSE INDICATED. L(7 J ROWS FOR 1x8's - 6. PRIOR 70 FOUNDATION CONSTRUCTION,THE S1RFlpAL MATERIAL.PREVIOUSLY RUC) iQ ALL STRUCTURAL LAMINATEDVENEER CUMBER(LVt:)SHALL CONFORM TOTHE LATEST -.---i 2'-O'(TYR) 4 ROLF55 FOR 2x10'g 242's& FILL.AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE EDID(M OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD'AND SHALL HAVE HE Q l 11 7/8'DEEP WCRO-LAMS - - STAGG'FRING NAILS MAIL EACH (2}2 LINTEL WH BUILDING FOOTPRINT AND FROM THE EXTERIOR FOORNCS ZONE O"INFLUENCE THE FOLLOWNG MINIMUM PROPERDES 1'MIN. �, r I'MIN. ADD QNAL MEMBER WTH THE 1/Y PLYWOOD SPACER END FOUNDATION AND FLOOR SLAB SUBGRADE SOILS SHALL BE PR(MIFROLED. �--I U "I1'Ir""1r REQUIRED PA TIM. SEE HEADER SCHEDULE PRIOR TO PLACEMENT OF COMPACTED STRUCTURAL FILL FlH=Z900 PSI FOR SIZE Fi=285 PS E=2ODDA00 PS + + + + L ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS + ++ + + - 11.ALL STEEL HARDWARE SHALL BE HOT-DIPP)GALVANIZED. PROVIDE AND + 2 ALL REINFORCING BARS SHALL CONFORM TO AS7M A61A GRADE 60(DEFORM)). INSTALL STAMP)AND FABRICATED STEEL OF THE TYPE INDICATED AS REQUIRED IN THE 00NS7RUC77ON DOCUMENTS OR CONNECTION SHOP DRAWNGS NAILS SHALL BE THOSE, + STACCERNC NAILS NAIL UCI '�!E + PROVIDE A MIN.OF 3 LAP ALL CONTINUOUS BARS 48 BAR DIAMETERS FURNISHED BY THE MANUFACTIIRER FOR THIS SPECIFIC USE.NAILS SHALL BE FULLY DRIVEN (2)-2x6 BEARING STUDS IN ALL HOLES IN THE HANGER OR ANCHOR.'TECO'OR'SIMPSON'HAN(IRS off• ADDITIONAL NENBER PITH THE +WHERE REQUIRED 4. ALL MELDED CORE FABRIC SHALL CONFORM TO ASIR AM LAP 2 SQUARES AT ALL JOINTS CONFORMING TO THE REQUREMENTS INDICATED,SHALL BE PROVIDED. 02S ALL NAILS FOR BUILT UP MEMBERS SHALL BE 16d HARDENED REWIRED PATIERFI. AND TIE®3'-0'ON CENTER. ANMULARLY OR HEUCAUY THREADED,ZINC OR CEMENT COATED (3)-2x6 AM. 12.ALL FASTENING SHALL BE IN ACCORDANCE PITH MASSACIUSETTS STATE BUILDING CODE J FOR GREATER GRIPPING STRENGTH. BUILT-UP COLUMN + 16d COMMON NAILS + S CLEAR CONCRETE PROTECTION FOR REINFORCING FAS71MNG SCHEDULE., (� _ TYPICAL BUILT-UP BEAM. DETAIL TYPICALPAN� A FOOTINGS J" 13 UNLESS OHERWSE N07ED ON THE DRAWNGS ALL STUD WALLS SHALL BE CAPPED MTN W Q 16d COMMON NAILS LINTEL COLUMN MIN.(3)-2x6, - + + B. FOUNDATION WALLS, 2' DOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING CORNERS AND WALL _ TYPICAL NAILING (4}2r6.WHERE RECOILED C. PAVING SABS I.FROM TOP - INIERSEC17ONS TOP PLATES SHALL BE OFFSET NOT LESS THAN 48 INCHES PATTERN. +++ + D. PIERS AND PLASTERS 2"TO DES ED W DOOR/WINDOW HEADER - 14.PLYVAXGD SHEARING AT ROOF FLOOR AND WALLS SHALL SPAN PERPENDICULAR TO THE z SCHEDULE AT EXTERIOR WALLS ' 6 NO CE�s sCUT ANY BE 14 OMITTED a�FIELD BECAUSE CHAANG EM SMIN THE OPENINGS MS:0S TITS OR WALL STUDS UNLESS OTHERWSE NOTED. Q ++ SOLD LL WHERE POSSIBLE BUILT-UP + OF THE ARCHITECT J HEADER AND ID COLUMNS STA J l CLEAR SPAN HEADER SIZE JAMB SIZE + BE CONSTRUCTED INTEGRALLY Lbd GALV NAILS 7. NO PIPES SHALL PASS THROUGHCONCRETE WMQUT THE PERMISSION OF THE ARCHITECT. Q Q _ UP 70 4'-0' (J)-2x8's MINIMUM (2)-2rd WTH WALL FRAMING 2 PER STUD(TYP.) STEEL PIPE SLEEVES SHALL BE PROVIDED AND SPACED A MINIMUM OF THREE PIPE � U DIAMETERS APART. W F•--1 4•-0•TO 7*-0' (3)-200'a MMBIXM (2)-216 B ALL CONDUIT SHALL RUN ABOVE BO7TON RfINFORpHG BELOW TRIP RQNFORCMG AND Z CL 7'-0'OR OPEATER (J)-2xi2'a M�NWUM (z}zx6 16d GALV.NAIs 2x6 SOLE PLATE 2c6 SOLE PLATE MOD£BEAM STIRRUPS E'C WALL DIAMETERS COV OF CONDUIT STALL BE SPACED 2 PER STUD(IYP.) NOT CLOSER SHALL THAN THREE CONDUIT DIAMETERS ON CENTER. MAXIMUM SIZE OF CONDUIT M W SLAB MALL BE EQUAL TO 1/3 OF THE SLAB OR WALL THICKNESS - u' NOTE PROVIDE(1)JArx sTU0 NM ADDITION ro JAMB STUDS ICAL BUILT-UP COLUMN DETAIL TYPICAL LINTEL DETAIL SEE TYPIca.FRAMING ar WHDOw oR ODOR E7tvAnoN TOP OVER 8'-0'OPENING S-1 t � LD N o W y N 9� I �WN - � Ur H H p2� ..._..._. ..._.... ........_-._._._._.-- .,....._........ ............_..._.,...... ._..._..-..._..__ _ ...... .... ........_ ... FQ10 -o�, - 13'� S%z" !g�- g" S- I I% z- r, t-%.-� W r 2 Q Q O O RI F 2 _ a N i- H ptl Q l - FOUNDATION NOTES: f LD 1.ALL FOOTING SHALL BEAR ON MINIMUM 2TONS PER SQUARE FOOT F ALLOWABLE SOIL -0 2 I BEARING PRESSURE. 2.ALL CONCRETE SHALL BE 4000 PSI(EXCEPT FOOTING 1 1 _ SHALL BE 3000 PSI). \��,/// VV 3.REFER TO DRAWING S-1 FOR GENERAL NOTES,WOOD. Urtl Ef c a V A 1 E 4 '1 - NOTES,AND TYPICAL DETAILS. �- O. It U N � to,-9'• IG,_o„ \6' _�,; II, o„ 1��_6„ 10•e PE STD PIPE GOL. I `y 4 C !o LSE.w t -- - — — i--1 I r j(7['07,>A es FS�laf*'ec �I_8 (4) /q L-__T I _ W O O I O f->e�_ov� rIrJ15�'W. I ! i.�I YP i , ,. ' 1 � I �q DEEP SINS-oro GviNe � _• ! I � -p�,P 9ATr t FUo1,NG i�d5 � � v I L_ �.N 8_M L V wFp¢_BFeR.1c.2, GrlN�u.a�� I 1-1 r--------- - ---- 2-o WIDE coo,'(. FTC-•. W 245 GaNT. 6oTT• a 1 I _ N I T A�/ 6 I 1J S We 8`-e° ! r" y�Pi 2oI_ro�� i5,_o,l n 16,:0„ I Igo'' 19'-�0" lo'• fe - _ z Q Z a S -2 CL ____ FIRST FLOOR NOTES: ----- --- - m 1.FLOOR CONSTRUCTION SHALL BE 3/4"TONGUE ly/ AND GROOVE PLYWOOD GLUED AND NAILED TO STRUCTURAL FLOOR MEMBERS. L3 2.PROVIDE SIMPSON JOIST HANGERS AT ALL FLUSH FRAMED CONNECTIONS. N o 3.LVL INDICATES LAMINATED VENEER LUMBER. 1-o 4. --♦ INDICATES A DOWNWARD SLOPE W H N .. ... OF THE STRUCTURAL MEMBER. l "O" Iq -O'� $U"-11" Io-a $ g" 7=p' S. INDICATES SPAN DIRECTION Of y W PLYWOOD FACE GRAIN. � v) I Rl S.TOP OF PLYWOOD SHALL BE 8'4-ABOVE H zz 2 r, BASEMENT T.O.0 H u Q 7.REFER TO DRAWING 6-1 FOR GENERAL NOTES,WOOD w H_ NOTES,AND TYPICAL DETAILS. L.1..1 < mmm 4x4AZ. (p) a Gt6'o.c. -tq`aZ»-- ,-+5�--ro"- -v':'_cz"'_. ..-q.:--ter"' �1-w Po3Q I H� q x4 Po57 vp (n t) 3)2 x 1z(er.) P� vP (� N � I LD z) 2 YI rer.) _ I zr8(v.r.) (2)2a8(P,,) (4)zr,z(rr1 CDP sr zre er? qr4 (3>2Ya Zr3(PTJ 4 Ci6'o.G10 ' IV 11 L 1�4R %4 LVL 8c w 6 )2t4 Vo>7 Pvsr 2r 12 C. Ip,,.w.r LAW/ 46•'O.C. Baau.rc.ww" 2X�2¢ I(312r4 P r �7 x I le. c{(TYr) N o Y 'jj N (TW,� ._ _ _ _ _ _ _ _ Lnty D,1 " Q O I.J N N N Cy2YCo Po;r W/4,•.1z' _n S N iJ >j 2»2C� y ► I L"Dr1 I C h 2%lo STW I,a•V.G. o nalYq (, BEa4rC+WAN 4)2xxe) v I.a)2.16 �� VP L/) Fs Up p tTYR) r� _ {_.il(F r uP ^>>I% ,4r i4' VL -, i3)ly/4K k1'�=VL r C3>I �.xIS•�4� I /J')' (A)IVl r18'wL r (311%ay lA"Lvt �/� (3:13/4z 14"'_bL q ci w.r 2 xr,snn 4�:<6 LniY!/ L/J4'r3 lau.t a)1 Co•. �1 �Zxi2� V ca.n,J' vPCiro) co...wj Ita)zr(. ICE.DA up Cry.) N f W n (3)2,y12 RC) — (y�2r,1 I 1 2"0 2Elic / �_ Ld = I - Q Bicce;w cw) I 1 /�- o v W ,. (_ — —)I 3dr f'8 LVL_II _J Peyf cP 2 z(FT) 2c12 4'0LALLY LTOP c W'o. CS-8 � zea(Pr) oc 41 2 < U 2x(>Sr Q 3 g O�VQcLI- n7'J' I 1 ?T.y s} M m zt /FC _ z)i, (R.j (z)zv 6(PT) .z ,1•+•(v•.. ._ c_rzi zr'37Si'T— __�,7= 'v. =r-,uen, . 4t4 3Yi LAu.Y .. Arq 3YipSLALLy ..-�paS�uP'—'/ .i "I UP PosT ue 4,o.� — Z I � O Q ` I O CL 00 � Q r--1 � LJ_ LL. S-3 1 I _ In 0 L7 rod WyN 0 V y tri 1 H,Zp2� N H¢U%0 y (212X12 T y Z w f x ZI .a 9`-'4„ BECONDfLOOR NOTES: �C3w 1.FLOOR CONSTRUCTION SHALL BE UE AND GROOVE PLYWOOD GLUED AND RAILED H C pror DJ ~ O?xR TO STRUCTURAL FLOOR MEMBERS. ga I Po�Dn1, 2.PROVIDE SIMPSON JOIST HANGERS AT ALL FLUSH FRAMED CONNECTIONS. - N 3.LVL INDICATES LAMINATED VENEER LUMBER. Q 4. 10 INDICATES A DOWNWARD SLOPE %! ��, OF THE STRUCTURAL MEMBER. 5.�7 INDICATES SPAN DIRECTION OF PLYWOOD FACE GRAIN. 1 twb'T B.TOP M PLYWOOD SHALL BE 19'-D"ABOVE J I" SgE`-pn' 2) 3�41(9�i LVL 2)I�xII�I-VI- BASEMENT T.O.C. CD �)2.t0 o 2 e1oE (3)2x12 7.REFER TO DRAWING S-1 FOR GENERAL NOTES,WOOD P,r IaJ (• '� \�� - - - - - - - - er 1 16"o.G ° t I_ NOTES,AND TYPICAL DETAILS. Ax4 I (:3)Z[4 I .lV ! J -2YIOg Zrtopkg- (3)ZIG _.._...--_-�._. ry 2XB N C3)2r0 v.w yor Po is Dd. Wxw )I Itb"O.G" Poroplb�+ -zrr,�,r oc- _. - - - 16"o.c. •c P n DrJ_T ) It ______ 2) 2VIL Zr lz - -I Z - )2xl 2 2r t,<otsea. ra uc �� '- - by�C- tvL N I 2/x 12 @ o (3i 213 NI r3lae.oG _ of, 2n2E r/ 9Vy LbL � +nIG(7YPZ -- A_ -_ _ - _�_ I'CT' D)oCGNG '(sW.)- -. _ IGr"'O (2)14t - c3'� a - 61 IUG C YP.) I m t1 J �2x12(✓ k • ��V �; ry (71 2t12 N HI Y - PoSr uP/DH p} � PSr�9lDr! ..2 2%6 STUD 6 SttFJ f 2r.6 SM Cz)2X12 $ez . u 'eJ 3 ' 4 Somw wn_Wf' l'0l'l X/4rll'/a LVL _ I _Becwn..nd (2)1�9YeLnl See,T -p._C2r7 �2YwG Wm L1J_ - 2.8 2)- x12 1 14 x9'/ LVL �qq 7 (4)Z r Po er Do1 �w ,�, "Iz IZ I ' �� LLJ :I 2xGe' b' 2r12Gd 12<X. I a)2 6 : ,D i ., .I 2i Ylc - .. ! ,. a. cJ N I �i � Po>T�P k Li U 6ro.N.-- M Iactr,r i�� I � "BLgt, ,CT`R) GJu � 16" ZY6 sno m pb5r DrJ 2Y6 sT� I1 �. L�w-t�F "Bavnt�(�wux DN, •3)2x/c Ar4 - 6°o.c. of Pn)TUpIDA 1 posroP/pa I 2"n.L. Z t l2 `'�Jr-'P,r Dr(. 16`o.C. 1Fx"xtiinK-uA'W I(3)2 12 .-t cil�T- H D 7.no �J1 Ln (1)2.4 C P>T l.p I �pon PJ.�- I "^,)<Yj opt '(2)I3/a rll'/4 LVL 'rgwG DrL _ -(3)2X10 8e�:r,,n�-tr•'a�-c.1 ' - - - Z.S ED 2r12C t. Iz 'BIGYC.trxG(TvP.) —O .-H U N 46"oL N �. ,� I 2rt2L ) ry I'*'Ar I� LVI_ C2)1�'X IM1 LVL 2) 13/Y IA'LVL v (2)13/4x 14 I_,L �' (2)I'/4. 14"L11L I 3 xi � I J3 a Lau 1 \ 4•r4 L.a y .I 4 i4 P=�r �\.I ca,ca. Y jP sZWp ti3n a4 7-7'- T7i' �*,:}'=o" 5'-eYa" I � Q L3 _ z z U Q Ld � � L.L_ S`T 0 ry t� I I LD yfWN C3 to N i Q p¢p �rw I IH^ co i N CD I Q —I I I I m CAT 2A LA)214 Po s up Po5r up 4 j POsf uP/vas• 2 ,ieXb"o.c. iit�w�.�bb04teS P==sruo/W I I I .....__—- (5)2xfo --- 95 2,b1�{ (4)2r6 f— J — V.5r up ?o aT uP/RL I f I— k : (3)ZY(- M (3)2Y(o f W LLJ U r � i (3)2 I(3)2X4 Pec x4w/vr• i I z I ' i L I a U 6 ROOF NOTES:. -..._._.._-.._._.-_.- 1.ROOF CONSTRUCTION SHALL BE Sir EXTERIOR GRADE PLYWOOD. 2.PROVIDE SIMPSON HURRICANE TIES AT 0 ALL RAFTERS, 3.LVL INDICATES LAMINATED VENEER LUMBER. 4.--r INDICATES A DOWNWARD SLOPE L3 O THE STRUCTURAL MEMBER. 5.'�:7 INDICATES SPAN DIRECTION OF PLYWOOD FACE GRAIN, r c 6.REFER TO GENERAL NOTES,WOOD A ..._. ....... ...__..... .. ..._...._.. .. ....._.. ...._._..___,...._.__ .. .. ..._,..... .. ......-... .. .. ._..... .. NOTES,AND TYPICAL DETAILS. �F"o WIN 5-i A z r0 N Nin I ( '~^ p2r, J H LD l a„_._.—. 5, �.�. p•_o,• 5._�•. 21,_6�� �oW i ly- i I LD i - - - - CD I I ( (2) 13/4r It'/B LVL 2)I I i r - T'4x Yi 2) .✓ 1 1 I I 2r12e14o'04:. Zviz E\G'�C. i . o 1— — 0 to m � 0 0 (v � 0 q 1 I (4)24 LVL(2)1 d � 2)2x 10 .p pl � N•m 3'4 rliYB O33 N N W W2r�, 1 f3) 34 IB LVL I�'4 K 16"LVI- Li `C ..,_ C2) I P'4 r IV,wL -_ I'Y4 x W14 LVL ___--- 2.rro'k•a;y I I f— cnl m i— r (s)ZxG (4)2!6. Li.� I Vo><Da Po r ca• Pos DrJ. Posr D I I i i -y) Ij 1Y4rIV(A LVL JO r4'/4 LVL N � Lo F- I N J C3)2r4 \f� aI A�/6 (✓)2K4 :9I � _ P1Dol. � DI w P" D.I. { n I i Lt (2)12r10 I (2)2xa I r4 r 4'14 LVL (Bctaw P>r Ad. � 2rlo (t5eluw) ! 2r4 PmT RI I '_.�_`_.—.—..__...—...- 1 Z 16,-On W o" LiJ L3 I--t • L� Z o Q . a QL� t f ROOF NOTES: _ 1.ROOF CONSTRUCTION SHALL BE 518"EXTERIOR GRADE PLYWOOD. Q 2.PROVIDE SIMPSON HURRICANE TIES AT ALL RAFTERS. 3.LVL INDICATES LAMINATED VENEER LUMBER. 4, —110 INDICATES A DOWNWARD SLOPE OF THE STRUCTURAL MEMBER. RI c 5. `-p INDICATES SPAN DIRECTION OF PLYWOOD FACE GRAIN. ~ r W N N 6.REFER TO DRAWING S•1 FOR GENERAL NOTES,WOOD NOTES,AND �F' ' TYPICAL DETAILS. Uzi- W y N WDOD TRUSSES:.__. uo . 1.ALL WOOD TRUSSES SHALL BE IN ACCORDANCE WITH"NATIONAL+ L,J J rn til DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AND"DESIGN >¢Z SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSS", Q 00 f i ......... ............................... .,............., TRUSS PLATE INSTITUTE 2.SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROPOSED CONSTRUCTION, y H SHALL SE SUBMITTED TO THE ARCHITECT FOR APPROVAL,PRIOR TO 1--i w FABRICATION.SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: N 2S y n A. DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES AND MEANS OF SUPPORT(I.E.COLUMNS OR BEAMS BY OTHERS.) (n �— — B. CALCULATIRMINATION ON TRUSSES, GIVING UNIFORM LOAD R OR OTHERWISE)AND/OR Q I POINT CONFIGNS URATION LOAD (PAETE -C.-TRUSS- _ URATION DRAWING GIVING STRESSES ON ALL__-__ I__ hL T 3. SIGN LOADS R WOOD TRUSSES SHALL BE AS FOLLOWS. _ 2xq.e ICo `�i��6e&0,4L C TP MEMBERS, UM DE THE MINIM CD 70P CHORD LIVE LOAD=25 PSF TOP CHORD DEAD LOAD=15 PSF I I I BOTTOM CHORD DEAD LOAD=15 PSF DURATION FACTOR=1.15 - ACING= L O.C.,PARTIAL LOADS OR COMBINATIONS 5 ALL POINT LOADS,PARTIAL UNIFORM - I _TYPE_ A' I �3�Z x4 _y (/ m 1 THEREOF SHALL BE DETERMINED BY THE TRUSS MANUFACTURER c ro! / 71Z-s5 G1RO2£ ; � AND ACCOUNTED FOR IN THE DESIGN OF THE TRUSSES.THE TRUSS DN, wl 117 -rYPe•13" J SYSTEM SHALL BE ENGINEERED TO ACCEPT ALL THE IMPOSED LOADS AS INDICATED ABOVE .I 2r4 STUD Ci6A2WC> I I z,�e /" 1 2r6e 'TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING T /JI ADDITIONAL WIND,WATER,AND DEAD LOADS FOR ROOF LOCATIONS L ; _;--I WALL UP( YF'� •. I - t. 0— °� WITH GUSSETS,CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS WITH HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-7882 N 4.TRUSS MANUFACTURER SHALL SPECIFY ALL PREFABRICATED LUMBER HARDWARE. y \ c 5.CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO CUTTING AND/ I ,v OR NOTCHING OF ANY PREFABRICATED WOOD TRUSSES, o ~ I j I I'-Deep SLKi-ON GF71R I I N I ,.. TevsS T'v{ .._:B" 'i q �d nrwz4,W2.9 I 3y -L,V/+R,2 W FALL_ PPc �95Y.M.7.D I I I I,'f u•, ' i � I '� I ! I I I f ! V I f-- ` W • I I I 1 ITRuSS TYPE ^93 1 ?R_uSS._LYPE "�:, W I I A.,C29LLJ j L--, Q x'Lo W ODE C-�n1-". I � � I o o �RUSS �IAGRAMS I- S�(':R-�IraZr - --- 2)',ll� • _ .. �, _ I (�'_ Itt tl,l:III � Q.Q • lu :ul � J��@Is _ Q Q 0_ - FFoet� Z �r t//vnw O p ram_ B�a� .6 _ LL- "Ji • i�o a rJ PA-r I o rJ �L H rJ o o -� —1 Q W LL- Q � _ o ;oe 5-�Ffcoe—{�'Yu+u� �„T.IG•'PYu.�K� I 2 Y 6��_��>^',. � � �. � _ .� t ! ! I - .. "o et- SIDE, , ! I F6 +AID _sow — l Se t—P =- — — r_ p u"o _ _ `o'' _eAQtA1C -- J y W • � .I �i --fi,---' I I et�.89: ._r�. __ ;TYP?�--�—i I � �— � I i 1 _ __ ! ��' P9 a _ I ^— �.'— __ _ —'--•--_—! ! _ '(>Se� n�i. •v _.,.8 �i�r—;_—T__ �—! J—_� .� -- T.� — _ — _--�3��5 sso I �— —'Z W ID�—w —o,G�5 LA 6 � , J� -- — �VPF�' ;�I� I � I: .—'-� i ...�I .(. ! ; � I 'i I I I I�_� i i I - I L. I I 'T ��I a a i_� r•-t �apa I —r-,�-`I 11 f:p¢', I I I --i—��=•-'—�� !,� i. I I� � �' c e. �—' ' � i I +.r., r' I U � � I i I ! �i I , I .. , �f�. s -SNE �W� • ! i .� ! o`;P" !' o' i. C i..t'T i I ( 1 !C2)��Co Y I .`d I f.o'.^:o c^,;i .> ^I i I_ urm� /s gyp,... 12 i ! I i 11�= 1= i, i � P :{YI21HI Ill_dry �Tj I =111 tiii I;U1,=1 I — f -- rr T-tQN ! T � erluJ SCC - - is .r W W u r Q F I to U ! I i ! / 1 �ol' S 78°52g0D„E 291 r P�5 / 25.6' �Q 4 0 z 12.09 15.09 Vv 15.09 W 0 109, Loa YQ 0 t � d z y W _. v •No. 1715 2.91 ACRES V) N 83027100/, W 603 . �7 m m PLOT PLAN OF LAND 7cenli that the foundation shown on LOCATED IN this plan Is as it actually exists on theNil COTUIT,MASS. ground andth . r tothetown.of LOWELL PREPARED FOR Barnstable ROAD yard setba OAVIO MUGAR . \ Uf.ViC? HA DATE:DEC. 17,2002 SCALE: 1"=40' CAPE & ISLANDS ENGINEERING date.-Dec. MASHPEE,MASS. flood zone ���'.` rshymsh ALL SUA 444E Is'.4r6V SA44Zj 1 � PER 57A c IbMM.Ltz7L` I,s ' OWN A")-fQR7M R?QL N AND BF� A( f �/ � (_�•� J3-�'r BAR_t / f S I G I _ I DETFRM/NF-D 8Y Pom 1FiLKrf! 1 ( f_Et!O'D' 1 he S�C/F/EZ" I I 7UP OF QONO 6,E.4M— — — -- — ♦ j 3 �Tl A:QS "q'FNrIA'z A70_ {/J'� 77�IN.S/TlON PWNT �T_ —L NATGU¢fL _T sA"r /��O_r.Borg+ NKYS _ WI DIY/N,: f3O�K." �Y •R GRO!!NO _ E`=J .3=`� to fuTOF> ALr�— - SIF47YLEZD� 6!GnMAI_ _ BARS�� —CC REa Ca+i,-1 �\ S,R #3 S RS 6'a C. ' (4-7WE S•ANGL E r^ CUT OFr AS TED =L�Y. SRO" { ►CUT d�F M�A/NDRA/A/ � /k. � ,QL T�.PN.9T� - J 00NIVELT OWECr 7D PUMP RELEf y1 LYE ("�/N - � i 9'�S RE51DMVT1AL CbMh{F�PCJAL A r cLF.tiP r E W/77V etj= s ELEY 7-9" �. /F DEr b XMVI? ,Pr/NF. AJ O.IQS N, _/ LV/r a c 5OT,v bWff 7W Uj 5TAA1DA)qL WALL SZ7'7 N ' i '- 17 CONSTRUCTION NOTES -0�71mPS/T ac. a4xB•MiN ;. GENERAL RE/NFORC/h�G STEEL •CONSTRUCTION -WALL L27NFORAf TU CJTY DEFT //iLL 47HF6PAI I of.�Ld 6 S,(FE7Y LOL?D S7A.V0.4R1xS. TD .4S.M" DES/G W,4 T/OW,S- s_!/S e A- • , . � D1V//V6 60,4)W /W7--PF-XAf/7F1V_O/V RA?LS LAPS SI>(i4LL BE A AJ/N/MU,t1 %C'7/lfW • ' . lL ES3'71�uiY- -X�tEP77f AT BdARD. D/,4A E7E�PS' O F A9 f ViVE,YE SPL/CFS OGGU.P _ •. • ouiT affEA1TN D£TT. if1��7Y,Il_PfI�U//PF1I J47iP O U/V/TE COMST•PL.CTIQ/Y t ,4LL L fiflFRCJ�LZ � �" • 64!N/7'6 Sf4L44LL AE,fl.44rlV1'/E.WI12FV "D V ° i ,: • DESf6.N APPL/ED PA,.Z7JMA71CX4LY AVY -sK411 BE O/YE P.4.PT CZ-,1lBXT 7V FWAl AXD A IAL= vuxi u I TN/S D E5'/6N aWA7,PAC 7D L,OG14(- WW AVD KARTS S4ND /.-4�s ULT Q7.�lP,S7XE,Sl3T.5/ 1 3 4SAM UMN A �.ISO/YAffLY LEVEL J/TF PAR PSG � 3S - yS E [/we AND AP. ROV20 �4TU.PAIL 6vPOO.VO WWW-V Zf�7� } Carat ON4Y . -• 6 ND CL VP "40,F MW OF 80,VD BEAM, •4NN EXOFPT/O� • yy,4TFiP CE.ieENT .QATif? .t.�/.lLl /YOT n ; A U7Z�yIATIC SURFitGF SXiMM�R '' j.W14L .fZVZ(/AW SUPPY-E A45 9,4AFY L EW4 J Aal V 3%s 6� f V.4TFR ��' S.tfC,C Cbu GFJI�'�VT 'FENCE Ct1Z - W W/7F 46Y,4 L/G.rIT w.47�3P SP.99Y :.'• r,j e� (Frr1 _ T,4A' T'A&T,4 WY 470-X67E V A4.tS s,OIVNEP• J11A4.L rROY/L7E A¢�VZ',i6 /N Ll7MPV.4i{C� r W17Y Z4C& Cl77'ar7DIWV 0,fZV1 14r-C NarF : L1mg R_)_'stTFF L/GNT I 6,47l3':?!QG SELF 4=.r1Y6 g L.4TCN/A16. s� 47-7ACQED=71dT-&,t V D,P.IW/A6 C . E1.-4CiXAZ4Z S1lAL1 4n9/Y/41eW 777 ST.47Z- • o o ;AND LOCAL AW41 E.WZNZ3 PLA7F 4e v ° 0 O.C. . d QQTN WA Y'! 11IVRRD SW//NM/N� POOL FL3Q _ pnyvatTwric -' ` A/.9Md:,-t�ti �t� v r,'°�. }hILYE LOLLFL'T/ON �.;1 �'y i I�tc rY c • . --//� OfiAWT� BY n(oz(/f RE4.D> I;c w SCALEc �OANE APPfiOVED 8Y / .._ 4 - . ucsnsEo PRoFESSMAL D#MMUR RED O /gc/B�Su/� GATE- "rl!�-3 r 6,r,4y t; -.. -`` ' ! TIMOTHY WALKER - CONSULTING ENGINEER —a 9 WOODSIDE AVE. WESTPORT ,CT 06880 ORAW MAIN OUTLET Sovir,Y 5,44�?E GLvi11�/�-%bi ucaes[ la. 7 P,to6�t 6ss /9vE. .0 "fit 3 CfffLMSFaPo, Mi9 O/B14 9.v 00 t TrcL. gG10- 6 H 9- BoBa JA-IA9,60L 3/ 1 76 ACti6" S4E-i18 - z 17 - _ • - - ALL. SUR cAC_F A'A7 6V S"LL i Dµ{/N AA+ Y FRVM PER STArlbMM• Lt�9G t` ) �J 3-grj'BAR5 /A/ BLAND 3F�4M v I D&-rFRwlnfED By POOL MP d C'ONO BEAM i MA.: /ER"W.4GL j �r�' AL;QS7�R ENT/Rc rbo_ J A S/77"UIV oN 001Nr 12 , -_L_ NA 44ML i �'REs. _w10iYiAvG goa c�� K' 61wLwo _L T BARS Art READ Ow CGK/N S R #3 StKS dD 6"n C. QIOL ` Cur pTEr AS-:7TED L�Y. SLO" / b - MWIN DRWAI /4ELEF W[YE JCowV&E 7DIRECrm PuWP 6a I( A r - >lFs/oMVTj.Q_ CDifMERVAL rCLz4f ELZY 7=-9 W/n/&J=ts if DErl.�tit:�� b LZL71�R .PF/./F r3 JtQS rw I 5TAA1DAq,0 WALL SP7 _101V } 1 Z7` CONSTRUCT/ON NOTES f T�PS/z•oc. sox rm g'NiN a: • _CZ FNERAL REINFORCIJtU STEEL �e.• I ' ° •• '• ' • '• a CoINS7X UC ,,a q _WALL QINAMN 7I> C/TY DEPT • RE//vFORG/NG .STFF1 .S.N.4LL CONFO�P�31 79E, • aF.aLD6 SAFETY l0� �A�t/OARlxS: TO AIST..f�( DES/G/V.4T/OAS_s�/StA-3oS ` ' s 1�IV/KG BOi41PD I1�Tl_PE�Y�Sll7FD_OIY PL�L.S LAPS S.S/i4LL BE A �J//V/�ifU.t1 G�T.�!/.PT}� t ` : , rr-rsT FAT I��IEPTt/ AY�OA4RD• D/AMETEX.S' '01 .�"l�.�sE�E SPL/�S tLESs' 7Xdit!F " OcGU.P • OurT e VEA17h 4gE7'J. ,f)w YAC_&F1�U/RID J�DiP 6 Ui //7 CD/1CSTI�L,�TJQ/�/ 1 Sa*17E S.IA(4[41- �E.iL4Gf//.t/E.N/n�ZJ .QND ° ! D APlL/ED PNEUM.OT/CALLY- M/X S�5G4[1 BE 7N/S D ZS'/6/V aVVFd/PAfS 7D -We-AL 'COM' /N/D OiYE PA.PT CF,4K-_ l7- 2V AND A AQZ,F 845,&Z a1VV A AF SO/Vi4ffLY LEVEL J/TF P4We 1 / e /.-4/= ULT Q1.NP.S7K T E.OUALaEJR LJNE ;.AND �4.0OWVED Af4T!/.W- 6WOUNV WITAVN ZA�T W,4r Psi 3S Di447 Cnw«►� ONLY •• 6&'XwV CLOWP r of 7?7P GF 80ND BEAR•/,AMY .6 CtrPr/49A 9 (rY.�ITFiP-CF.i IEiirr �ATif? .S.G/,ILL /YET E. EL7 AU7i�MA SUXF4CF S /MME oW/LL fWZ(I W SUPPL�A�XTRARY IWT.N[ 14Aa/4M/ 3//z &A4S WA7ZW ArW S.41--X GbuGEJ*7VT M x R FENCE CVeF WW17F 6YA L/GArr A.-47E3P Z-"Y • Z *3 6�S �EYY) m 01VNEP. _FgALL )40Y/L-'f_l V,0'AG /N 42WMh4/6C.E T,v,�E T/Af�S'rO lf4Y �i2P-S'El£/V A4YT W/7.V 077-, 1f TIlH'�V af&1154AC_-_ /VOTE UNDER MAMA L/G//T 6.47,EY V QG •W� L'WXI_ ,6 F L.4TCN//46. 4 7 T.4ZW=741 flit/ OR.fW/N o Ez cC%X/G4L SMALL CONfveo' M _rrA7z . . .c . - AND LOCAL .PFU/iP01lENZS. PLAM e v ArAM& it - p J o SAres" 6'oL. � SOTW A64 t� Al SW//3!M/N6- POOL fQ� • - w oVnWQSTAT/C ~ '..� MAMr �,� •Q� _ 'o; • - -a . : -D: v.•; (����E - ��' � �tr �r''r •,�e-. /91ADRELS: `'� � � � �'� � 7 1 � - COL1£CTiaN .. . Y S 1 �"Y i- T��A<'lrY r TL/ffF(/FRF4,D �'r w APPROVED 9Y / I L/ OaAwrr e1r r'� �'s _ A DATE: ill G23 LICENSED PROFESSIONAL ENGINEER r «r .f TIMOTHY WALKER — CONSULTING ENGINEER o _ , — 19 WOODSIDE AVE. WESTPORTO CT 06880 MA/ni puTCET � as�e �� ,s,��E G•uvi�f�c uc>oex Ma. '�`"" P�o6�Efs ACE. s+ sips 3 LfffL MSFD PD, /`1J9 O/92v �>� 00 ---�- TJWZ • SZ10- 6 H`T- 17 0 3/ J 7,6 SYSTEM PROFILE NOT TO SCALE TOP OF - FOUNDATION FINISH GRADE OVER FINISH GRADE OVER FINISH GRADE EL. 18.0 FINISH GRADE DISTRIBUTION BOX 16 2 SEPTIC TANK 17.0 OVER TRENCHES 16.2 EL. 17.0 :.A^ _RISERS TO 6" PRECAST CONCRETE . . . •'4 OF FINISH GRADE 500 GALLON DRYWELLS ° �,•�. 3°MIN. °• RISERS TO 6" b' H-10 REINFORCED LOADING o :o OUTLET PIPE(S) LEVEL . f " ? o,• ° 1 3" OF FiNiSH'GRADE TRENCH LENGTH =42-0 MIN.SLOPE 1/° 6" �' MIN.SLOPE 1% o FOR 2'(MIN.1%SLOPE �� Tj ° MIN BEYOND r DRYWELL LENGTH'= 8 6 _._., •7� `� " t .0 - �'�' w r,0 w t!e' •O w'•'t.r,. wr.• °r rt•� w,:� °,. - �,'e wi:.'H'0:0,' 13 MIN. 0 14" . •f ,,d,:f ,,• ,�.. •rf Gov ,.r i ,.. •V ..o•r •i,:f ,.. •f .o:f ,; s, [_4 i 6 SUMP MIN. 4:30 °oPVC OR CAST IRON TEES °GAS BAFFLE DISTRIBUTION•BOX .. 3/4"-1-112" DOUBLE _ 3/4"- 1-1 2"DOUBLE , ' 150� GALLON MINIMUM INSIDE DIMENSION 12 WASHED CRUSHED WASHED CRUSHED 4 A OUTLET INVERTS 2 BELOW INLET INVERT STONE STONE �� PRECAST CONCRETE -4 MINIMUM CONCRETE WALL THICKNESS 2" H-10 REINFORCED INSTALL ON COMPACTED LEVEL BASE BSMT.FLR. ELEV. 10.75 TRENCH .SECTION 4\�n4.' :, . .- .+ .•,. r r.r•rr ,-. r ,r tr �nS !-0*' °' ` ' ° NOTE: EXCAVATE TO=C-STRATUM IN ORDER 1'0 -t w v ° '° ° ' ' ''' ?i r' REMOVE ALL =A=&=B= IMPERVIOUS MATERIAL �. SEPTIC TANK -.> 1 ' AS RE IT L 9"MIN 3"OF 118" 1/2" INSTALL ON COMPACTED LEVEL BASE ��, �� WITHIN 5 OF THE S PLACE WITH H CLEAN, _ '. CLAY-FREE SAND ,� ` 4 DIAM. 36 MAX. DOUBLE WASHED PEASTONE - _ ra 'a �fl,�a` fl0; o r. % 1!I wi:h N °JO. Q00 l -�-+ r f if CRUSHED TIz 5,-2„ • .Marah� = tIVA5HE� STONE 'j'4 _ y .,. 13r 2rr i � T WIDTH O r w• �' $ q .U= On° ,'` Fj ,r.` S 6.4' '•. N ?o .. . f. -• .>. �;.'',- �l. i";;:;� �;:.� '. ►1 .' � .. . NUMBER OF TRENCHES 1 NUMBER OF DRYWELLS 4 EDGE OF BVW RUSHY MARSH EL.4.0 1 '`t. 1`. GENERAL NOTES: „ , 1 OBSERVATION PIT is v. 1:ELEVATIONS SHOWN ARE BASED ON NGVD P 10170 2.ALL PIPES IN THE SYSTEM MUST BE CAST IRON PERCOLATION RATE: < 2 MINJIN % \, ` t 1• OR SCHEDULE 40 PVC. WITNESSED BY: D.STANTON 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING /' BRNSTABLE BOARD OF HEALTH . � , �. - . MUST BE.NOTIFIED WHEN CON STRUCTION IS . •�/ //�/ �/ \�\ •_---,S�8 \ i 1 COMPLETE PRIOR TO BACKFILLING. DATE: FEB.5,2002 °52`00^ 1 4.ANY CHANGES IN THIS PLAN MUST BE APPROVED TH#1  SAME /' / �/ ;� , / �, / 2s�' \ \ t ; 1 �I t 1 BY CAPE& ISLANDS ENGINEERING AND THE BOARD o EL.16.2 / \ \ \ 1 1 1 . .I • / / �- \ M \ 1 OF HEALTH. =A=LOAM �• // // ! , �s- o�' \ / t �\ \\ 1 t t j ti 5. MATERIALS AND INSTALLATION SHALL BE IN 10 YR 2/2 8 �i •% �/ �' `� \ I J 1 t 1 COMPLIANCE WITH THE STATE SANITARY CODE 12" • ' i g '` \ \ I ► . t 1: 1 [TITLE AND LOCAL APPL(CABLE>"RULES AND \ \ t t R V =B= LOAMY SAND REGULATIONS: 10YR 514 P ✓ :. o _o� D s t J 6. NORTH ARROW IS FROM RECORD PLANS AND IS - i i . �� w :TO t: 1 _ ._.NOT INTENDED FOR SOLAR:ENERGY PURPOSES. 4V" �o �. ,►�o . �, urt oRN ..__..__ _ _. ., t 7.WATER SUPPLY:MUNICIPAL WATER,SYSTEM. / / .� ,� �� . \ IEXIS'�iNG \ ...\ rcY \ 2 0' t \ t \ / it �, I .; 8:-FLOOD-:ZONE Al t[EL.11],.B;&C , �C. t�5 i \ / 15 0 1 1 \ I�.; . �._ ._. 9, FLOOD.FANEL: 2�0001 -0022D'DATED:JULY 2,1992 Aso I 1 I 1 1 I r tr, 'i•i LJ, + _ �P / / o. o ► s :. _.... - \ __:.. _. i _ _. ... �i: ...:..._..•._ - -- - 1- _ ` _ _._..... -C MEDIUM SAND t .Z. - \� 10YR 714 1 t \ t l o \ 120rr NO GROUNDWATER EL.6.2 ;,�' / //oo• �`� ,� . / -fly i N ov\ o i l_ J/ t 1 I N t z ,70' LEGEND •, // %`� 0�// / t o x m i % 1 52 PROPOSED CONTOUR �/ � ,/ // 1 �00' • : � 1 � t'•17"''r J 1 I 1100' � � •`, . • . � - • —-52-—- E.(ISTING CONTOUR CESSPOOL 1/ / / •'/ / I �� PUMPED&ILO BE LED B1.UESTONE 16.0 1 t ApRON \ 'J 108' / �_ L, t \. ` a� ® OBSERVATION PIT DESIGN DATA ,- •`\ %� / /' / / / I (aj AO' 5 Dar REM YES TOAIE D�tW l H 1 \ AM SEE t \ O f I ? \ LOGY�RASS S •�} ❑ ' DISTRIBUTION BOX / E� �, I. \ \ t \ " RUSHY MARSH. .f' 004 1 1 .1 t. \ \ \ �', -9� NUMBER OF BEDROOMS 5 __ I 1 1 i \ /o \ \. \ o 0 0 SEPTIC TANK r, �.• _. \\\ _ 6. .�/ % / I \\ // p 66' t t BVW'DELINEATED . ._._ rvor,i_ - ` BY WAYNE TAVARES 9/20/01 DAILY FLOW� 330 GPD. Ile SOILA�SORPTION SYSTEM SEPTIC TANK REQUIRED 1500 GAL. 1QQr « . r Kl t t t t I t I I 1 \ SEPTIC TANK PROVIDED 1.500-GAL. BUFFSR i i t t� 1 1 1, i RESERVE AREA tz,.� O 1 1 N ResERVE LEACHING REQUIRED 550 GPD. I , i I 1 RESER —s I i t I SOIL ABSORPTION SYSTEM CALCULATIONS: • / 6 '' I i 1 1 ®,,, --" _ 00 � I i '► •. 1 I t � : - • . 22.26 ' PIPE INVERT ELEVATION �— i SIDEWALL AREA= 220 SF. /oo t I 220 SF. X .74 G/SF. = 163 GPD. I" BOTTOM AREA= 553 SF. #2 ��� = J / t I �, I / ' I . _ 553 SF. X 0.74 G/SF. =409 GPD. HSE•�0. 1 �� D �' l t i i o ► t . I 1, LEACHING PROVIDED = 572 GPD. 2.9 1 ACRES , , t I POLE 1 �tVEwpY / I j ; .m D oo Cn ► 1 POLE / / I i HYDRANT N 83 2't'00=_603 1 SPNDL EL.I(3.60 i ' �, m i '� SINGLE FAMILY RESIDENCE DEMOLITION &RECONSTRUCTION -- POLE m r I FDGEOFRDAD ' t l I I PROPOSED SEWAGE DISPOSAL SYSTEM rdPOLE / - _J J t '" t �,i,t 3a�< •._._ J / POLE :. PREPARED FOR C.01NE'LL ACJ �`' _ . I J v �r'r --►�.,�1 J�:,:,..,,� RO " `- .._.._,.>' I �' t ' I� O�r�r�:�,1�0 I �.y DAVID MUGAR I I i vkl ,,� ,�,• :.}. HSE.NO.-1715 MAIN STREET jt: COTUITNASS. PLOT PLAN 14 e v SCALE: 1"=30' i I \� PLAN NO. 071002 SCALE:AS NOTED tAt\ 0 MgssA FILE NO. 175BA DATE: JULY 10,2002 oAtrlD � SEPTIC FILE NO. 71 PCS FILE: RUSITYMSH CHARLES tri't SANICKI ' 30 0 30 so 90 z z z 28005�o CAPE & ISLANDS ENGINEERING �_ o 00 �stst�.R ' 800 FALMOUTH ROAD, SUITE 301C 0 VM5 0 t j 16 003 1715 s rq�yo - s MASHPEE,MA 02649_(508)477-727) - -- MAP LOT HSE SEC PCL a: --tea'' •__i - - SYSTEM PROFILE _ -- - - NOT TO SCALE TOP OF FINISH FINISH GRADE OVER FINISH GRADE SEPTIC FOUNDATION FINISH GRADE TANK K 117.0 OVE R DISTRIBUTION BOX 16.2 OVER TRENCHES 16.2 EL. 18.0PRECAST CONCRETE _ _ EL. 17.0 ::'`o _RISERS TO 6" _�, -• :.A OF FINISH GRADE 500 GALLON DRYWELLS RISERS TO li' __�' b' H-10 REINFORCED LOADING MIN. OUTLET PIPE(S) LEVEL ° OF FINISH GIRADE TRENCH LENGTH =42'-0" • FOR 2'( MIN.1% SLOPE MIN.SLOPE 1% 3 6" f. MIN.SLOPE 1°i° BEYOND) DRYWELL LENGTH = 8'-6 ry MIN. 13"MIN. ` 55 MIN. Q F6-SUMP • •o0 1� , 1 I °c 12.d7 •i r L: •q Sr0 1 p •t ,`c• w. `r '1 '`''..'' , .r' r 1. a r O°?,, ` `, `•M;^ ,,•ti'. , ��'r �1O 14.75 = 14.30 =12.80 PVC OR CAST IRON TEES ,b ,b: :�•+ ,b b ; : e GAS BAFFLE 6. DISTRIBUTION BOX V. 1 w MINIMUM INSIDE DIMENSION 12 WA - 1-1/2" DOUBLE " " 4 ;.o '`' • r' " WASHED CRUSHED 3/4 - 1-1 2 DOUBLE , ,o A OUTLET INVERTS 2" BELOW INLET INVERT WASHED CRUSHED 1500 GALLON STONE STONE 10 .' - _a MINIMUM CONCRETE WALL THICKNESS 2" :�, PRECAST CONCRETE ,; o INSTALL ON COMPACTED LEVEL BASE '- • - ~� H-10 REINFORCED BSMT.FLR. " _ 16 4 ? TRENCH SECTION ELEV. 10.7q�i -+ : ~ :�0•:+`r:'�''0 r�.r' 'r`��, ,I'�or. '`r �pr,,.r � ,r ,,0 + 4p + i :% i ti:. NOTE: EXCAVATE TO=C= STRATUM IN ORDER TO REMOVE ALL =A= &=B=IMPERVIOUS MATERIAL f. SEPTIC TANK ' WITHIN 5 OF THE SAS. REPLACE WITH WAN, 9 MIN. 3 OF 1/8 1/2 INSTALL ON COMPACTED LEVEL BASE a r J CLAY-FREE SAND 36"MAX. DOUBLE WASHED ' 4" DIAM. dc' a., < e_ .• Jr�,a, 00 ° ° car! 6 "h, 6,' 0••r•"'ob: i ' ., if f l 1 - - ' EL.1o.ao 3/ 1 1l DOUBLE • �/. Zsh, l Q " 5'-2" •r �. ., " . • 'Marah: ; N' ( WASHED CRUSHED oL _ STONE TRENCH13'-2"I T igf � O NUMBER OF TRENCHES I it NUMBER OF DRYWELLS 4 o EDGE OF BVW RUSHY MARSH ELA.0 ' +� GENERAL NOTES: OBSERVATION PIT { 1 \\y ) 1. ELEVATIONS SHOWN ARE BASED ON NGVL P - 10170 , .._. ._-.... ...,,_..,... .._ 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON PERCOLATION RATE: < 2 MIN./IN 'OR SCHEDULE 40 PVC. WITNESSED BY: D.STANTON �• \ { \ \ 11 .3. HEALTH AGENT/CAPE & ISLANDS ENGINEER NG BRNSTABLE BOARD OF HEALTH MUST BE NOTIFIED WHEN CONSTRUCTION I�j __ { I { \ COMPLETE PRIOR TO BACKFILLING, DATE: FEB.5,2002 `� / " \ { I 1 1 4.ANY CHANGES IN' THIS PLAN MUST BE APPROVED TH#1  SAME EL.16.2 �/ // `\ S 78°52'0o E 291, \ �\ \ I 1 { 1 1 BY CAPE & ISLANDS ENGINEERING AND THE BOARD o /.� // //� /// // o \ \ \ \ 1 { I { I OF HEALTH. =A= LOAM � , Q- � \ I { 5. MATERIALS AND INSTALLATION SHALL BF.I�' M► 10 YR 2/2 6 y�o �� I \ \ \ I I 1 { { �OMPI IP�'CE WITH THE STATE SANITARY C' . :, ---------IN- aa e i @� I \ \ I \ { I I r[TITLE AND LOCAL APPLICABLE RULES AN�JE 92 i' , s. I \ \ \ , -- i ` R \/] =B= LOAMY SAND • -• \ { REGULATIONS. c 10YR 5/4 - \ ;,. / ,�' j• A�% Gam? 25.00 . ..:. ; ' . . PRO 1 \. \.,,, \ 1 1 { i\ pow { 6. NORTH ARROW IS FROM RECORD PLANS'i A;:D IS �� •� �o, o �, wSTO \ \ \,, { { NOT INTENDED FOR SOLAR ENERGY PUFPO:ES. 40„ 5� j /' �'.' �' \Q•, \ NGDR{�ErJAY1 { \ 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.. O o\ / �i /� \ { {ST\ „_ \ I / 8. FLOOD ZONE Al [EL11], B & C o�\`L O mil/ // � i i \ r►►' \ 12 15.00' �� \ { 1 1 X \ \ / / . I/ _... • 9. FLOOD PANEL: 250001 -0022D DATED: JULY 2,1992 / _ ,. -C- SAND • - - M OYR 7/4 A 1 /__w � $ It NO NO GROUNDWATER EL.6.2 m 120cp o �, / -v� o0 0-10 LEGEND • / �c\0. /�/ / z 4�.c m N 1 / ' / \ \ 52 PROPOSED CONTOUR i - / I goo- . I 1 { -1-17 / 1100' {{ °il \,\ _-_52_ EXIS" ING CONTOUR CESSPOOL TO BE NE 16.00' +,6.3� 1 -J/ PUMPED&FILLED B�PpRON p _1 / 108 f I I \ { \ \\ tQ 0BSE�.VATION PIT I __,\ / EV11AY I I DESIGN DATA E DRIV �.� / / / / \y, @1 40' 15.40' \ RENi ST, ; col \� \ 0 / I LOAM sEED gl ED I \\ \ -� ❑ . DSTItIBU T ION BOX /• �\\ \\ / •� l l j / // I V� �� 'o_ \\ 10i LOGY��`SS ^,t I �. \ \ \ \ -, r s V{ �I� f � NUMBER OF BEDROOMS 5 o \ \ \ \ BVW DELINEATED [� .PT:C TANK GARBAGE DISPOSAL NO _ / \ to o 0 o S� ( \ \\ BY WAYNE.TAVARES 9/20/01 DAILY FLOW 330 GPD. SOIL:ABSORPTION SYSTEM SEPTIC TANK REQUIRED 1500 GAL. 1 {{ SEPTIC TANK PROVIDED 1500 GAL. 00 BUFF 1 .y I { N 1 I RESERVE RCESERVE AREA LEACHING REQUIRED 550 GPD. rr VE 1 I I I { I { { I I \ SOIL ABSORPTION SYSTEM CALCULATIONS: 22.26 PIPE .NVERT ELEVATION M 40. {{ r { II SIDEWALL AREA= 220 SF. /00 \ 220 SF. X .74 G/SF. = 163 GPD, / I {\ I BOTTOM AREA= 553 SF. / ! { �, I I I �, I I � I 553 SF. X 0.74 G/SF. = 409 GPD. #2 ,,��, �, /i i / I o I {� LEACHING PROVIDED = 572 GPD. t I {, SE•N0. 171.5 � I o �, a 2•91AC { N I POLE / / / { 1 I / pFtNEW P� / I I I W Cn 11 { HYDRANT /l l\ \\ POLE N 83°27'00"W / 1 I S�'NDL EL.r3.60 ,- m { SINGLE FAMILY RESIDENCE DEMOLITION & RECONSTRUCTION OLE / I \ \ - PROPOSED SEWAGE DISPOSAL SYSTEM EDG ROAD � -'' -- _ POLE I / /-- / ,r, I I I {\ �� � ,� r �' , • POLE I I I I \ �fr PREPARED FOR LO \ WEL -- _ _ I { r, L _ u R _ - AD DAVID MUGAR HSE.NO. 1715 MAIN STREET COTUIT,MASS. - PLOT PLAN f ► I / \ ;• I I \ PLAN NO. 071001 SCALE:AS NOTED SCALE: 1"= 30' \oq�. FILE N0. 175BA DATE: JULY 10,2002 o SEPTIC FILE NO. 71 PCS FILE. RUSITYMSH DAVI'J � I CHARLES sAPaCKI 1 so so so0� CAPE & ISLANDS ENGINEERING 30 0 30 , R 16 003 1715 N �aV�`^`'�s-TE=� 800 FALMOUTH ROAD, SUITE 301C I MASHPEE,MA 02649 (508)477-7272 MAP SEC PCL LOT H S E rw '��,' v- .'y.` �'Si - _ --