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HomeMy WebLinkAbout0074 COOLIDGE STREET �,� � �� �. 0 �, , . .�,. � _ .�. _ . _ _ _ ASSESSORS REF.: g Map 036, Parcel 003: TOWN OF BARN�I�t�. �`� ZONE ..:, Z ° RF Area (min.) 87,120 SF (RPOD) • I019 FEB . .8. PI 1: OS. H `COAH cotiit /P Frontage (min) 150' I .,qa — Fnd Fire District °f p` Setbacks: ? Fron t 30' 1 s>>71.�s E Side 15' "ar', Rom' ����•� ssss• Rear 15' 01 ISIO CBIDH New Concrete Fnd FLOOD ZONE: Foundation 39.5 Zone C Community Panel No. #250001 0018 D July 2, 1992 v 34.9' 20' OVERLAY DISTRICT.• AP — Aquifer Protection District CD I 1 0 I �a 2 16.0• — I p I o � w Conc Slab a'i' w/Block Walls w 7 ja o (Former Garage) '° NIA N to Approx Septic o 4 System o (by BOH card) I 1 ro N I I O C3 I � � 45.6' m I 15.2' I St°ne wood p �m ewoll peck 1' o I Co 15• O(o I #74 1 on f �+�o; I W m 2 Sty W�F 1 v ewol 2c a i H o Dwelling �o Z o, I }p O I U I 2 Covered— I Porch Lot Area 16,933±SF I • I — LJ I 36.0" Curb S m Fnd C (W 19' 156.06' CB H ON O /d ge o S6178 07 E �. Fnd e (VOr%abl ovemen e Wldth — Public Wa S`/ y) e et • I certify that the new foundation R�CHAR�R shown hereon: con forms to .the- � c etback requirements of the Np 343�2_ ' o Zoning Bylaws of the town PLAN OF NEW FOUNDATION AS-BUILT qEc 'JCS` of Barnstable. At 74 Coolidge Street BARNSTABLE (cotuit) NOTES: MASS. 1.) The structuress shown were located on the ground DATE: 04/DEC118 SCALE: 1 --30' by conventional survey methods on or between 0 15 30 45 60 FEET 281JUL110 and 26/NOV/18. 2.) The property information shown hereon was PREPARED FOR: compiled from available record information and The James D Bristow does not represent an actual on the ground survey. ., + Revocable Trust 3.) This plan is not for recording and is not to be used for construction layout or deed PREPARED BY: CapeSury description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #. C427_5g1 cpp4 FIELD BY. WHK/KAR (508) 420-3994 / 420-3995fox Town of Barnstable _ Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 8Af4\'STABLE.MASS' $ Posted Until Final Inspection Has Been Made. t639� ♦� F639. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-18-3053 Applicant Name: CAREY C GROVER Approvals Date Issued: 11/15/2018 Current Use: Structure Permit Type: Building- Detached Accessory Structure- Expiration Date: 05/15/2019 Foundation: �I Residential Map/Lot: 036-003 Zoning District: RF Sheathing: Location: 74 COOLIDGE STREET,COTUIT Contractor Name: CAREY C GROVER Framing: 1 �44- Owner on Record: BRISTOW,JAMES TR Contractor License: CSFA-077754 1 7 2 Address: 22809 107TH AVE S W Est. Project Cost: $ 125,000.00 Chimney: VASHON,WA 98070 Permit Fee: $737.50 Description: Construct New Detached Garage w/Finished space above for Insulation: Fee Paid: $737.50 storage. Final: Date: . 11/15/2018 Project Review Req: AS-BUILT REQUIRED. FINISHED STORAGE ABOVE. Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: " 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: S g r.1 T— ASSESSORS REF.: g Map 036, Parcel 003 u ZONE: RF ° Area (min.) 87,120 SF (RPOD) CB/DH Cotu/t FN/r Frontage (min) 150' Fnd a D/str/ct O1 Setbacks: B s? Fron t 30' S77y2'Is E Side 15' ti m 6655 Rear 15' �.... I CB/DH Q N z I i Fnd o e I FLOOD ZONE: z co M I Proposed 39.5' Zone C ti Community Panel No. ® ® o i Garage #250001 0018 D 34.9' July 2, 1992 co I � Q ?i:....... .. ... °.. `'.`` OVERLAY DISTRICT: AP — Aquifer Protection District co 70 I Z N. I I � u Conc Slab ,°m I w w/Block � Walls ... i ' to (Former Garage) -' �I� f ;• �co U N Approx Septic o System c (by 80H card) I N O C3 I m 45.6' 1 15.2' I Stone Wood o v ewol/ Deck ov m 0 15.1' #74 2 Sty I v eWo� v o,o N Dwelling � a u N • '"erect Porch Lot Area 16,933±SF I I , I ZJ I 3° 36.0' Curb Fnd m w 24.1g 15606, S CB H 9e o Ve 07 E Fnd (Vorioble ovemen Width — Public Woy) Str eet Of VAS s,,�of� 1 certify that the structures shown hereon conform to the RICHp,R� setback requirements of the �HEU 43112 o Zoning Bylaws of the town PLAN OF PROPOSED GARAGE 4p N0 34312 �, of Barnstable. At 74 Coolidge Street P BARNSTABLE 4 (COtuit) NOTES: MASS, 1.-4 The structuress shown were located on the ground DATE: 121NOV115 SCALE: 1"=30' Eby conventional survey methods on or between 0 15 30 45 60 FEET 281JUL110 and 11/NOV115: 2.) The property information shown hereon was PREPARED FOR: compiled from available record information and The James D Bristow does not represent an actual on the ground survey,".. Revocable Trust ,3.) This plan is not for recording and is not to be used for construction layout. or deed PREPARED BY: CapeSury description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 C427_5g1 cpp3 FIELD BY: WHK/KAR (508) 420-3994 / 420-3995fax 1 i Section 12—Department Sign-Offs ' Health Department ❑ Zoning Board(ifrepiT4 Q Historic District ❑ Site Plan Review(if regtd ❑ Fire Department ❑ Conservation ❑ For conmerctal work,please take your plans directly to the fie depwmeW fr approvaL Section 13E:::��� —Owner's Authorization authorize CAR E.r x��tZ as Owner of the-subject Property hereby to act matters relative to work authorized b this building permit application for. bed'�� �-4 �' �P pp ' �oLtOCst- �T ' -CdTJ\T (Address of j ob) Signature of Owner date Print Name i �- Col-,ATNENTAL INDEMNITY COi. ZANY • NAIC No.28258 10825 Old Mill Road,Omaha,NE 68154 877-2344420 WORKERS'COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE POLICY INFORMATION PAGE Policy No. 46-805700-02-02 1. Insured Grover Building and Remodeling Inc. Producer Applied Risk Insurance Services, Inc. and 444 Poponessett Rd and 10825 Old Mill Rd Mailing Cotuit, MA 02635-3216. Mailing Omaha, NE 68154 Address Address Agent No. Entity: Subchapter Corporation Billing: DIRECT BILL FEIN: 824589755 State No. Renewal of Policy No. 4 6-8 0 57 0 0-02-01 See Additional Named Insured Endorsement and Locations Endorsement if attached. 2. The policy period is from 08/31/18to08/31/19 12:01 A.M.Standard Time at the insured's mailing address. 3. A Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Part Three of the policy applies to all states except the states listed in item 3.A and the states of North Dakota,Ohio,Washington,and Wyoming. D. See attached list for endorsements and schedules. 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating Plans. All information listed on the Extension of Information page is subject to verification and change by audit. See Extension of Information Page for premium rating schedule. Minimum Premium $ 5 0 0 Total Estimated Annual Premium $ 5,027 Estimated Taxes and Assessments $ 179 Issuing Office:OMAHA, NE Countersigned by: CHIC-WC-IP-7/08 WC-00-00-01 A I jL Commonwealth.-of Massachusetts Division of Professional Licensure V� Board of Building Regulations and Standards Construction,Sb �f 2 Family .j CSFA-077754 �pires: 1112212019 CAREY C GROVER PO BOX 1080 COTUIT MA 02635 } CommissionerC �e�omUrraararaeall�o�C�/�laaaac�uaellJ office of Consumer Affairs&Business Regulation Registration valid for Individual use only HOME IMPROVEMENT CONTRACTOR e9 TYPE:,IndMdual before the expiration date. If found return to: ftggLsfratI M r o Office of Consumer Affairs and Business Regulation 49322== 09/22/2020 1000 Washington Street-Suite 710 -=� Boston,MA 02118 CAREY GROVER "- = `9 DB/A GROVER BUILD.INGU+=REMODELING CAREY C.GROVER 56 BOW DOIN RD ` yr Not v without signature MASHPEE,MA 02649 x". Undersecretary i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dw Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Naive(Business/Organization/Individual): c!/ d Address: �C/r fir &e® City/State/Zip: r ,35_Phone#: A,rree,youu a employer?Check the a propriate box: Type of project(required): 1.L(d'I am a employer with_ 2- 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp•insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.0'&er (S6a,�-r� comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: i/L�GJ�r� _� /j/ Policy#or Self-ins.Lic.#: `T�O el05-1700—0,2 12p— Expiration Date: 3/ Job Site Address: a X1,1 S City/State/Zip: Attach a copy of the workers' ompensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify ur the pains n . of perjury that the information provided above is true and correct. Signature: Date: Phone#: OL Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,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, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority" Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.govfdia -7 4 61-rzEE--5- C - /� A ' AWC Guide to Wood Construction in High. Wind Areas:110 mph mind Zone Massachusetts Checldist for Compliance(780 CMR 5301.2.1.1. Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).............................................Wind Exposure Category .................... ................................................110 mph 1� 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z. stories 5 2 stories ✓ Roof Pitch ................................ Z 5 12:12 —� Mean Roof Height ..............................................................(Fig 2).............................................-�ft 5 33' _Building Width,W Fi 3 —�� Building Length, L (Fig 3)................................................. Z`Kt 5 80' .............................................................. BuildingAspect Ratio(L/W) ...............................................(Fig 4).......................... ...... L "ems 3.1 ✓Nominal Height of Tallest Opening2 (Fig 4 ...••..•.. ....( g )................................................ '' <_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 CConcrete.............................................................................................................................. _�� oncrete Masonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION1•3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing—general ................................. ....... (Table 4)............................................. in. Bolt Spacing from endloint of plate ..................... (Fig 5 in.:r —12" Bolt Embedment—concrete ( g ) """""""""""................................... (Fig 5 in.a 7" Bolt Embedment—mason ry.........................................(Fig 5)............................................ PlateWasher...............................................................(Fig 5)................................. Win.z 15 ..............z 3"x 3"x'/4" �✓ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension........................... .. ....(Fig 6).................................................. I7-ft 5 12' ✓'Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... Maximum Floor Joist Setbacks •'•..•••••' f Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... 5 d Maximum Cantilevered Floor Joists — Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <_d lls Floor Bracing at EndwType .... .................. ................(Fig 9).................................................................... ✓_ ................. Floor Sheathing Type ................... ...........(per 780 CMR Chapter 55 .......................... Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)....................... 31!�t in.Floor Sheathing Fastening..................................................(Table 2)...Zd nails at Q in edge/1?in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5 Non-Loadbearing walls...................... (Fig 10 and Table 5) .........................( 9 )................... ...—ft 520' Wall Stud Spacing •• ........................................................(Fig 10 and Table 5)................... l�in.s 24"o.c. —tom Wall Story Offsets ........................................................(Figs 7&8) ......... 52 ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................ able 5 ✓ Non-Loadbearing walls................................................ — — Gable End Wall Bracing' (Table 5)..............................2x�- $'ft in. ✓ Full Height Endwall Studs............................................(Fig 10).................................................................. r✓WSP Attic Floor Length...............................................(Fig 11).............................................. ?) ft 2:W/3 Gypsum Ceiling Length(if WSP not used ..................(Fig 11)............................................'Z�ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blockingspacing joist Double Top Plate @ 4 ft. s acin in end'oist or truss ba s Splice Length ...(Fig 13 and Table 6 ..................................... Z Splice Connection(no.of 16d common nails) . .. ft .............(Table 6)................................................... � AWC Guide to Wood Construction in High Wind Areas.110 mph Wind Zone Massachusetts Checklist for Compliance(780 CIV R 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 7) Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)............................... Load Bearing Wall Openings(record largest opening but check(Table all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)...................................a ft din.<_11' ✓� SillPlate Spans ........................................................(Table 9).................................. ft in.5 11, Full Height Studs (no.of studs)...................................(Table 9)........................ .. ..............................—� _lam Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. Z ft fc in.<_12' Sill Plate Spans.................... able 9 ....................................(T )........ 2 ft G in.5 12" Full Height Studs(no.of studs)..................... . ��������������������.�.���.............(Table 9)........................................................ 7— Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV • Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...........................................................................� �5 6'8" — L'1 Sheathing Type.............................................(note 4)...................................................... sJS _11 Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... 3 in. Field Nail Spacing.................... . . �L. . .................(Table 10)................................................. 12 in. Shear Connection(no.of 16d common nails)(Table 10).................... Percent Full-Height Sheathing.......................(Table 10)..... . ....Z.(�5.. . 5%Additional Sheathing for Wall with Opening>6..'.8.."..(Design....... ......Con.....cepts).............. ✓ Maximum Building Dimension, L Nominal Height of Tallest Opening2.......... Sheathing Type........................... ........ (� s 6'8° ..................................................... ..................(note 4)........................ Edge Nail Spacing........................................ (Table 11 or note 4 if less) ""'""'"""""""" Field Nail Spacing --�in. .........................................(Table 11)............... �in. Shear Connection(no.of 16d common nails)(Table 11)................................................ ....... + Percent Full-Height Sheathing.......................(Table 11).........................................1j3.EL210 ✓ 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Wall Cladding Rated for Wind Speed?............................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓' Roof Overhang ...................................................(Figure 19)............._(oft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=ZGc?plf ✓' Lateral.............................................(Table 12).............................................L=IM plf ✓ Shear..............................................(Table 12).... -t Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=�plf Gable Rake Outlooker.........................................(Figure 20)............._L ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U=4'i-1lb. Lateral(no.of 16d common nails)...(Table 14)......................... .............L= cFF$lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) "" /16 Roof Sheathing Thickness.................... ....................... a 7/16°W .� Roof Sheathing Fastening................................................... able 2(T ). ..................................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph mind Zone Massachusetts Checklist for Compliance('s0 cMR 5301.2.1.1)' •-WiEN THIS EDGE RESTS ON FRAMING EIsESd NAILS AT61OJm -�� -- Ir =T_ _- _-- 11 11 1 1 11 a 1! ! u 41 it 11 11 1 11 �1 11 1! 11 11 11 � 11 11 11 � 1 11 11 6 1 • - 1! `C 11 !I T O rq IL � 11 ii Q 1 1r F 11 Ir a I r 'iY 41 :1 1 i d 1i i ii X d X 1 4L 1.1 i 1L 1 a IJ !yr I Q II f1 W 1 14 } � 11 fl 11 ------- NAIE_SPACM ; PANEL_ yr See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in high Wind Areas:110 mph Find Zone Massachusetts Cheddist for Compliance(78®ciR 53oa.a.I.1)1 . IQ F � 1 1 1 1 ♦ / 1 F 1 � � FRAMING MEMBER$ EDGE I ERMEDIAT£ 1 i 1 �i z ClIf 3"FAIN. i ----J--mot_- - - �����.i� �1��► - -- -i--- STAGMIEfl 3"MMV AWIL PATiEAN PANEL PANE EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical a*nd Horizontal Nailing for Panel Attachment vi. AWC Guide to Food Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for C®mpllance(780 CMR 5301.8.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment i r REScheck Software Version 4.6.2 Compliance Certificate Project Garage Room Over Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 480 ft2 Glazing Area 10% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 74 Coolidge St. Grover Construction Cotuit, MA 02635 P.O. Box 1080 Cotuit, MA 02635 . trade-off Compliance: 8.6%Better Than Code Maximum UA: 81 Your UA: 74 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 327 38.0 0.0 0.030 10 Ceiling 2: Cathedral Ceiling 217 38.0 0.0 0.027 6 Wall 1:Wood Frame, 16" D.C. 527 21.0 0.0 0.057 26 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 54 0.300 16 Door 1: Solid 20 0.270 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 480 45.0 0.0 0.023 11 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building h s been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirem ted in the RFAcheck Inspection Checklist. Name-Title Signature Date Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Pagel of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R.-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 45.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass &Door Rating U-Factor SHGC Window 0.30 Door 0.27 CoolingHeating& Heating System• Cooling System• Water Heater: Name: Date• Comments REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Recl.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the V building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: 10 Manual J or other methods ❑Not Observable approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 2 of 9 r Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not tJ and extends a minimum of 6 in. below ❑ grade. Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not J ❑Not Observable ❑Not Applicable ' Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 3 of 9 r Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, 1 Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR2311 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not 4 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 'A) ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not e, below 55°F are insulated to >_R- ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >R-3. ❑Does Not lQ ❑Not Observable I ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 4 of 9 r Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 5 of 9 i Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not v provided. ❑Not Observable ❑Not Applicable 402.1.1, I Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the C underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation j requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 6 of 9 L_ Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, i Ceiling insulation R-value. R- R- ❑Complies see the Envelope Assemblies 402.2.1, i ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ; ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable [ Complies (FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies (F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats [ Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 1 Circulating service hot water ❑Complies [FI11]2 Isystems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 7 of 9 I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies (FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. _ ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water [-]Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 !Fuel gas lighting systems have ❑Complies [1I23]3 no continuous pilot light. []Does Not ©� ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 8 of 9 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 (Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Garage Room Over Report date: 08/01/18 Data filename: Untitled.rck Page 9 of 9 - Application NumbX..............�05Z............_ 8U/t0/,VG DEP* ..........other Fee.;. HARNS -AJ3M KABIL OCT 8 0 2018 Total Fee Paid............ -ro VV/V 1,2.............. ...... 0, 'TOWN OF BARNSTABLr48LE Permit Approval by....... . ........ on.... BUILDING PERMIT (so 3 .............................PU=L....WS...................... APPLICATION Section I—Owner's information and Project.Location 7 Project Address Fwl 4 � Vulage,a4�e Owners Name T,&±2,:ES Owners Legal Address State —Zip— city. Owners Cell# 1�4�, 7j� F-mail Section 2—Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet SfiWje/Two Family Dwelling Section 3—Type of Permit New Construction ❑ Move/Relocate HIA"ecessory StructureE] Change of use F] Demo/(entire structare) F1 Finish Basement ❑ Family/Amnesty El Fire Alarm Rebuild [I Deck Apartment ❑ Sprinkler System E] Addition F] Rel;aining wall ❑ Solar EIRenovation 11 Pool El Insulation Other—Spec, Section 4 -'Work Description r. 6 T-q.qt Trndnted-219/2019 Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure� 1,(/ Dig Safe Number #Of Bedrooms Existing .3 Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics in'ng ❑ Oil Tank Storage Smoke Detectors 2 'lambing Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Waxer Supply Private Sewage Disposal ❑ Municipal IId�On Site Historic District ❑ Hyannis historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes B No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Lam' Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft 16 3- Tow Frontage Z��Percentage of Lot Coverage,=.2 aa #of Dwelling Units (on site) Setbacks Front Yard Required__: Proposed Rear Yard Required Proposed 3 q Side Yard Required Proposed_c�20... Has this property had relief from the Zoning Board in the past? El2 Yes No i r.= n/2018 Application Number........................................... Section 9— Construction Supervisor Name 445 Wk_4, Telephone Number Address �D.�X ,b)City �6, State lC��Tp License Number © License Type� �ua�hon D / Contractors Email `v ° Cell# f/,3� / I understand my responsibilities under the rules and regulations for Licensed Constriction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the contraction inspection procedures,specific inspections and documentation by 780 CZ MRathe wn of Barnstable.Attach a copy of your license. Signature Date �'!a Section-10—Home Improvement Contractor Name Telephone Number • �• �o T _ Address_ &,(�/O SC) City T6,r 74- State Zip� o Registration Number /yy,. k;? Expiration Date I understand my responsibrities under the rules and regulation for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspection and documentation re 780 CMR pA the Town ofBamstable.Attach a copy of your H1.C... Signature Date LIZ Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulation for Licensed Contraction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the contraction inspection procedures,specific inspection and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date F/ Print Name Telephone Number E-mail permit to: ,j&Vp4 ,wa matL Cbm r.•..r. 11/flnni 0 ..Section 12—Department Sign-Offs Health Department © Zoning Board Cif required) E Historic District ❑ Site Plan Review Cif required) El _ A.- Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire deparbnent for approval Section 13—Owner's Authorization L , as Owner of the-subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name Last mdat:d.2/9R018 u £ i Y,f �� xk, iyanniS Iv'i ULt56) RE: Insulation Permits Dear Mr. Perry, This aft v t to a 'f th all_ I or or�I_et at: Street: v. Villager has been Inspect d y a certified Building Performance Institute (BPI) Inspector. All work performed meets or exceeds federal and state requirements. A �a Permit applic n�nb r: t Issue date: J . CIO Sincerely, -77 c� Francis Sheehan President Frontier Energy Solutions, Inc, 502 Harwich Road Brewster, MA 02631 Office: 174-237-04.10 Email: fssfrontierenergy@gmail.com ' . a { ' I , r: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J Parcel Application # Health Division BOLDING DEP " Date Issued Conservation Division AUG 3 1 2011 Application Foe (� Planning Dept. TOWN �! Permit Fee S.;.gLf Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address Village Cofi� Owner � A-t�C—5 �SIZ�� Addressl(i:7 Telephone ( � —J�� SO4 64)k fW—A-k)Q kPn Permit Request e,' qQ01t ul o Square feet: 1 st floor: existing proposed 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 ❑ Two Family ❑ . Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing. new Half: existing new Number of Bedrooms: . existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes U No If yes, site plan review# ! Current UseOa. Dc 1. Proposed Use V0, I* 1 )PA C� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ' AddressBy Q-A) dqQ Jd 0A I ld License # Home Improvement Contractor#�(� �`t Email i r s ompens"afion'# ALL CONSTRUCTIO DEBRIS RESULTING FROM THIS PRO JECT WILL u I WILL BE TAKEN TO A nn n lk I c� � Jl/S�►lo '����L'1Jr On& !/ ►lam' Q!� SIGNATURE .- DATE FOR OFFICIAL USE ONLY 4 APPLICATION # DATE ISSUED ` MAP/ PARCEL NO. ADDRESS VILLAGE OWNER x DATE OF INSPECTION: " FOUNDATION a FRAME INSULATION - F FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t , GAS: ROUGH FINAL ' a FJNAL BUILDING DATE CLOSED OUT '" ASSOCIATION PLAN. NO. r A 0031341 HIm��'ootlr\ven w ue Crunsn,RI t129111. wwwAISFengineering.com ENGINEERING OWNER AUTHORIZATION FORM I. James Bristow (Owner's Name) oN mer or the pruperty located at: 74 Coolidge Street (Street) Cotuit, MA 02635 crown.sate.zio Frontier Energy hereby atidtorin (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. This form is only valid with a signed contract. Ther Permit will be secured by the insulation contractor, at no additional cost. It is the homeowner's responsibility to close out this permit by contacting their municipality at the completion of this work. �L Owner's Signature Date 6/29/2017 i License or registration valid for individual use only Office of Consumer Affairs&Business Regulation before the expiration date. .If found return to: � ;�` HOME.IMPRO.VEMENT CONTRACTOR Office of Consumer Affairs and Busiuess Regulation y i" Registration" 160854 Type: i -�_ 6 IO Park Plaza-Suite 5170 Expiratton 9/8/2018 LLC Boston,MA 02.116 �<. Z FRONTIER ENERGY�SOLUTIONS FRANCIS SHEEHAN� tea} 502HARWICH RD t- t N t val' ithou sign..ature BREWSTER;MA 02634 Undcrsecrerary Construction Supervisor Specialty-Restricted to: , _ Massachusetts Department of'Public Safety t CSSL-IC-Insulation Contractor 1 Board of,Building,Regulations and Standards ✓ License: CSSL-105941 Construction Supervisor Specialty FRANCIS S SHEEHAN t I 502 HARWICH RD BREWSTER-NIA 026319 lo Failure tq:possess a current edition ofthe Massachusetts i _ /' State Building Code is cause for revocation of this license. -` Expiration: �. DIPS Licensing information visit:WWLN.MASS.GOV/DPS �l�M l Commissioner' 02/17/2018 - 1 • I i ` I i ACo ' ' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `16. � 03/16/2017 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 end'orsement(s). PRODUCER CONTNAME: Rogers and Gray Processing ROGERS& GRAY INSURANCE AGENCY INC (PA I"c°Na E:t: (508)398-7980 ac No): E-MAIL il ma ro ers ra ADDRESS: @ g s vcom 434 ROUTE 134 INSURERS AFFORDING COVERAGE NAIC p SOUTH DENNIS MA 02660 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B: FRONTIER ENERGY SOLUTIONS INC INSURER C: INSURER D: 502 HARWICH ROAD INSURERE: BREWSTER MA 02631 INSURERF: COVERAGES CERTIFICATE NUMBER: 134675 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD MMIDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE CLAIMS-MADE OCCUR PREM SES Ea occu ante $ MED EXP(Any one person). $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTYDAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION .- X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICERIMEMBEREXCLUDED? NIA N/A N/A VWC10060153152017A 03/14/2017 03/14/2018 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required)' Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Frontier Energy Solutions Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 502 Harwich Road AUTHORIZED REPRESENTATIVE Brewster MA 02631 Daniel M.Croy,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I The Commonwealth of Ntassachtisetts .Departnrent.of Jn.ditstrial Accidents + .1 Congress Sired,,Suite.100 Boston, MA 02,11472017 www.nuiss.goWdia NVorkers' Compensation Insurance Affidavit: Builders/Cuntractors!Electricians/Plumbers. TO BE FILED WITH TH.ETER:NIMING At1THORITY. Applicant loformation Please Print Legibly Name(Business/Organization/lndivi.dual}:- Address: C2 / _ Cit}</State/Zile: � r�L�S �� G'2(� ( Ph.on.e.#; .�:'.��lU Arc you as employer"Chtck the appropriai.t box:' Type of project(required): 1,[31am a employer with 0 employees(full and/or part-time).' T []We:w construction 2.❑I.am a soie proprietor or partnership and have no employees working for me in $. Q Remodeling s any capacity,1No workers'comp,insurance required;I i Q 3.Q I am a homeowner doing all war`-myself.[Vo workers com ra p.insunce required.] Demolition r 9. 4.❑(am a homeowner and will bo hiring contractors to conduct 4 work on my property. I will 10 Building addition I ensure that all cortcadtors either have workers'compensation insurance or areaolc I LE]Electrical repairs or additions proprietors-with h6 cmployces: 12,Q Plumbing repairs or additions i.Q[am a general cnntiacwr and I have hued the subcontractors listedonthe-attached sheet, 7 nese sub-eontnktor have employees and have workers comp insurance 13.❑Roof repairs- � �•A j j 14.�ther(r'+ke ZC%T� b.❑N`c arc a coronation and its oft cers tinoc exercised their right t of exemptionr�iCiL- c. 152,§t(4);acid we"have no employees..(No workers'comp.insurance required.] I Any applicant that checks box It I must tdso fill out the section below showing their workers'compensation policy information, t Humcowners who submit this ari&avir indicating they are doing all work and then-hire outside contractors must submit a ne.ti•a$idavit indicating such. 1 'Contractors that check this box mustanached an additional sheet showing the name of the sub-contractors milt state.whether or not Jtose entities have i emalovees. Ifthe sub=cofttraciors have cmployces;they must,provide tiicir workers'comp.policy number., i Jam an ernplo er tiiat is pro vi4iri woikeis'compensation insurance jor.nty employees: Below is rite polity aAd job iite Y i0 ormotion. t { Insurance Company Name: AIK Policy/torSelf-ins,Lic..-H:VLVZ,7((,�, 20128. _ ("xpirationLya'te: ` �Ol` =- i Job Site Address:. �C20 D1 City/Statc/Zip: _ ' r` A.ttacli»copy of" a workers';,compen§anion policy declaration page(showing tlic policy number and espirati n c Failure to secure coverage a,requiied under NIGL c, 152,§25A is a criminal violation punishable$y a tine up io I.50 . EJ and/or one-year imprisonment;as well m c•vil_.onalties in the form of a STOP'WORK ORD'ER and a tine ofup'to$250.00 a day againsi the violator. Arcopy of this Aatement may be forwarded to the Officc of Investigations of the DIA.for insurance coverage Verification. 1.do hereby,certify untler the pains ai ties,ojperjury that the information provided above is true an correct Signature: (\� 2 Data: - W - 1 Phone M: 7 L( 23 1 ` .G'f I �. Official.use otrly. Do hot write ter this area.i to be completed by city or town gfficied ' I t ! City or Town:. Permit/License# Issuing authority(circle one): 1.Board of Healtb 2. Buildiug Department 3. Ciiy/Town Clerk 4.Electrical Inspector 5: Plumbing Inspector 6.Other Contact Persoa: Phone#• TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map 0 Parcel n 6 Application #r3o 16 D 6 3 Health Division Date Issued Conservation Division Application Fee Planning Dept. :� Permit Fee Date Definitive Plan,Approved by Planning Board is�toric �--E*<+ 0` � Preservation / Hyannis UFO V,0%4wL Project Street Address Village 4::!A2 h�4­ A2.e'- Owner��r�ri1/J�� �Ll�f Address �v Telephone Permit Request Square feet: 1 st floor: existing��oposed 2nd floor: existing proposed 4-� Total new . Zoning District Flood Plain Ala Groundwater Overlay Project Valuation aD�d Construction Type_-�JL,�G�� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. 0.1 TWO Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes l]No Basement Type: ull ❑ Crawl 2- alkout ❑ 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 r....) v Total Room Count (not including baths): existing new First Floor`Room Count; Heat Type and Fuel: ❑ Gas _ it ❑ Electric ❑ Other 6 I Central Air: ❑Yes LVIVo Fireplaces: Existing New Existing wood%coal stove: ❑des Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing <0 neg size Attached garage: ❑ existing Elnew size _Shed: ❑ existing Elnew size _ Other: ° rQ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name y _«Ve 0/A !R/ Telephone Number Address _0, � ld d License # e_5 r Home Improvement Contractor# Worker's Compensation # Qc—gs057—m ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE O FOR OFFICIAL USE ONLY APPLICATION# s - �, DATE ISSUED: '. -_la MAP/PARCEL NO. . ..: ADDRESS. VILLAGE OWNER i DATE OF INSPECTION: ;e. FOUNDATION,"� 4M=�' Nys z ® ®l/o3�u AAA- ham FRAME /V94 ��/rb/�R af(Pi►��is�ow�rd! E INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL !{ 4 `.� 0 GAS:rE F ROUGH '.' 4 k FINAL I = FINAL BUILDING'e `: R: 6.fz (� g";(ir►5 } DATE:CLOSED OUT-- ASSOCIATION PLAN NO. The Commonwealth of Massachusetts r I Department of Industrial Accidents Office of Investigations t500 Washington Street 1 4jil g Boston, MA 02111 r =� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): I.AG�:�!1X Address: R.0'Aaw /as-0 City/State/Zip: Phone #: Are you a ployer?Check the appropriate box: Type of project(required): 1. am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance. 9. ❑ Building addition [No workers' comp. insurance 5. '❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: �y� Policy #or Self-ins. Lic. #: /A/�0.�7Ly Expiration Date:• 3j Job Site Address: G / <l/l�City/State/Zip: �a� Attach a copy of the workers' compenidtion policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify r theagins an penalties of perjury that the information provided above is true and correct Signature: Date: fy Phone#: �!> 4!f­'? 0g� Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other. Contact Person: Phone#: I Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of'another who employs persons to do maintenance, 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, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have.been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary;supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license.or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MAS.SAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia ASSESSORS REF.: Map 036, Parcel 003 ZONE:RF c� Area (min.) 87,720 SF (RPOD) CB� cobra 'Il�'��tNet Setbacks:Frontae (min) 150' Front 30' Side 15' �4s Rear 15' 1 CS/DH — Fnd FLOOD ZONE: I Zone C 4d5' Community Panel No. #250001 0018 D July Z 1992 I N 9 41.r OVERLAY DISTRICT: S AP — Aquifer Protection District ' Concrete Slab g .Iftck.die I IS.9' Z (farmer garage) � a Z � Q sew N (�roxs'etk System ;; e I IQ� I 8 i 416' I #74 2 Sty W/F »"_ r o I Dwelling P Proposed Deck& Lot Area Screened Porch I 16,933±SF i I I I 38 .7B.a' Fnd �OF,c0 �Sd08 d (variable a a�"47 WIdth — Public WOy) treet I certify that the structures shown hereon conform to the setback requirements of the Zoning Bylows of the town PLOT PLAN of Barnstable. At 74 Coolidge Street BARNSTABLE (cotuit) NOTES: MASS. 1.) The foundations shown were located on the ground DATE: 071OCT110 SCALE: 1°=30' by conventional survey methods 28/JUL/10. 0 15 30 45 60 FEET 2.) The property information shown hereon was compiled from available record information and PREPARED FOR: does not represent an actual on the ground survey. The James D Bristow 3.) This plan is not for recording and is not Revocable Trust to be used for construction layout or deed description purposes. PREPARED BY: CapeSury 7 Porker Rood Osterville MA 02655 DWG #.• C427-5gl FIELD BY. RRL/MLL (508) 420-3994 / 420-3995fox t IL " � IS ti i► 1-- - Ci .. i Ma r. 2009 11: 15AM No. 1944 P. 1 t Town' of Barn-stable Regulatory Services "",� Thomas F.Geller,Director Building Division Tom Perry,Building Conunimioner. 200 Maim stret,xyammis,MA 02601 wwYi.town.b arnAab 3 e.ma,ns Office: 508-862-4038 Fax: 508-790-6230 Property Owfter Must Complete and Sign This Section. If Using ABuilder as Owner of the subject.property hereby awharize to act on my behalf, m ah matters relative to work n6oAwd by this boding permit application for. (Address Job) of OWIIer n Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. O:FORMS:O WNERPERMISSION DATE(MM/DDNYYY ACORD.M CERTIFICATE ®F LIABILITY INSURANCE 08/17/201b PRODUCE14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND Applied Risk Insurance Services, Inc. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS f 10825 O 1 d Mill Rd CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE Omaha, NE 68154-0646 (e 7 7) 2 3 d-d d 2 0 AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURER A: Continental Indemnity Co. 2 8 2 5 8 t INSWNver, Carey INSURERS: d,ba Grover Building and Remodeling PO Box 1080 INSURER C: Cot.uit, MA 02635-1080 INSURERD: CTL 1273 520498 INSURERE: d COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTWICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCWSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AMI POLICY EFFECTIVE POLICY EXPIRATION LIMITS r LTR N TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/OD/YY GENERAL LIABILITY EACH OCCURRENCE S DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) S CLAIMS MADE OCCUR MED EXP(Any one person) S PERSONAL 8 ADV INJURY S GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S PRO- POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) S PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE 5 OCCUR CLAIMS MADE AGGREGATE I S g DEDUCTIBLE S RETENTION S I- S WORKERS COMPENSATION AND WC STATU- OTII• EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE d6-805700-01-03 I 0 8/31/10 0 8/31/1 E.L.EACH ACCIDENT S _Soo, 000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 5 0 0, C 0 0! H yes,describe under 5 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S 0 0, 01 0 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Grover Building and Remodeling EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 PO Box 1080 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON I CO t w i t, MA 0 2 6 3 5-1 0 8 0 THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESE Attn: Project Meaager �� 1783118 ACORD 25 (2001/08) ©ACORD CORPORATION 1986 I PAT NO.., ACAREY C: MOVER PC Box 1AD all Ar Irl 3 r. Now So °FTHE Tp Town of Barnstable Barnstable Historical Commission sARNSTASLE, 200 Main Street, Hyannis, Massachusetts 02601 y MASS. $ (508) 862-4786 Fax (508) 862-4725 > 1639• ♦0 www.town.barnstable.ma.us . prFO MA't A Linda Hutchenrider, Town Clerk o 367 Main StreetCZD c� i/Thomas Perry, Building Commissioner 200 Main Street e-n Hyannis, MA 02601 ti Steven Cook Cotuit Bay Design,LLC 43 Brewster Rd Mashpee MA 02649 Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7 Finding of no significant alteration to the historic and architectural character. Location:. 74 Coolidge St, Cotuit, MA Assessors map and parcel: 036003 The Barnstable Historical Commission unanimously voted to find that the proposed removal of a portion of a door for access to a new side porch and the addition of a_porch along the side of the housewas not a significant alteration of the historic and architectural character of the house, and voted not to hold a public hearing based on plans dated 10/5/10, Cotuit Bay Design. Sincerely -.. Barbara Flinn, Chairman date: October 2010 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map— — Parcel' : Issued Health Division 'Date J L/ Conservation Division Apoficatioin F ' Planning,Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation Hyannis Project Street Address V Village Owner e--5- 6et4y/o 4.pq Address Telephone Permit Request .1 444* Z� Square feet: 1 S't floor: existing proposed 2nd floor: existing proposed Total new — Zoning-District-,-----. Flood Plain Groundwater Overlay �__' Pr'pject Valuation ---,,,--Construction Type G0 Lot Size ' Grandfathereld: Q Yes Ll No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Q Multi-Family (# units) Age of Existing Structure Historic House: Q Yes Q No On Old King' Highway L1 g ❑�Yps Ll No Basement Type: Mf_U_1_1__ Q Crawl Q Walkout Ll Other t7' Basement Finished Area(sq.ft.), Basement Unfinished Area (s cra) Number of�B,aths: Full: existing. new 1_1 Half: existing _nW Number of Bedrooms: existingonew un Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas O-Oil Q Electric U Other Central Air: Ll Yes ®°No Fireplaces: Existing 0 New 6 Existing wood/coal stove: L1 Yes 10 Detached garage: LJ existing Ll new size—Pool: Ll existing Q new size Barn: LJ existing Ll new size Attached garage: Q existing 0 new size —Shed: L1 existing Q new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded Q Commercial Q Yes L11 No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address zld License 4 r2 Home Improvement Contractor# Worker's Compensation # 7W ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECTWILL BE TAKEN TO SIGNATURE K/4 DATE i FOR OFFICIAL USE ONLY APPLICATION# F DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ;DATE OF INSPECTION: ; i FOUNDATION FRAME ��©l�% INSULATION Rims F 093/0 y R,.XCE _ FIREPLACE ELECTRICAL: ROUGH ,FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT. , ASSOCIATION PLAN NO. ' i r The Commonwealth of Massachusetts VjDepartment of Industrial Accidents Office of Investigations' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Id nor (Business/Organization/Individual): e o It /' � Address: 41a. ZPY City/State/Zip: Oc_y Phone.#: Are yo employer?Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I 6. El New construction employees(full and/or part-time).* have hired the sorb-contractors .2.❑ I am a sole proprietor or'partaer-' listed on the-attached sheet. T. ❑Remodeling ship and have no employees These sub-contractors have g,'❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY• $ 9. Building addition [No workers'-comp.-insurance comp.����' -10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. LContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: X-1 Policy#or Self-ins. Lic.#: < (o_ �a��/ Expiration Date: Job Site Address: G i S - City/State/Zip: G'�l/ - Attach a copy of the workers'com ensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of c6mirial penalties of a finer tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against.the violator. Be advised that a copy of this statement maybe forwarded to the'Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under a pains and enald f perjury that the information provided above is true a d correct Silmafore: Date: Phone#• Official use only. Do not write in this area,to be completed by city or town official - .City or Town: Permit/License# Issuing Authority(circle one): _ 1.Board of Health '2°Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#:. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees'. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, 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, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any• applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance azth the insur-ance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-eontiaetor(s)name(s),address(es)andphone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions-regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials .Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy-information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or ei#=n is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license of permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The eommanwealth of MassachuseM Department of ladustrit Accidents offcee of IavestigatlQRS- 600 Washington Street Boston,MA 02111 TO. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 6l 7-727*774� Revised 11-22-06 ' www.mass.gov/dia I ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (780 CNM 61.00) Applicant Name: A U�' � V Site Address: 4;�LO print Town: Applicant Phone: Applicant Signature: Date of Application: g NEW CONSTRUCTIO choose ONE of the following two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS 1v1Aximum MINIMUM Ceiling or Slab Option 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy .35 R-3 8 R-19 R=19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or eater as livable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http://www.energ- cy odes.gov/rescheck/ ADDITION5:OR ALTERATIONS.TO EXISTING BUILDINGS.OER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is<40%.use the chart below. If glazing is> 40 %Proceed to"SUN ROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MINIMUM Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13_• R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be 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—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form found in Appendix 120.P 03/03/2009 14:04 .9259272552 - WENNER JGI PROGRAMS PAGE 01/01 MA0-3-2009 03:35P FROM: 5084770767 TO:19259272552 P•2 •,. mar. ]. �UUy 1117nlvt II V. t/TT 1. I r Town of Bwrastable lUgulatory Savices ' " Thomm V.otter,Vrectar + Bu�lt�a�; yam Tam PaM Sing Cozener zoo , ,�y�r,I► l 0m) - .vvr�v�a'ove:.>tiarneta�bt�nl►a.i� � Offim : SO 62-40c38 x®r: 508-790-WO Complete and Sign`bus,Secthu .Q v i (C)l S%Mb=Of mar Date Nat Db= 1 If t ie is applft f©rpe=itgleasv cepTlete the ` Homeowners LiCense Excmpfion Form-on tie rMne side. � r i DATE(MM/DD/YYYY) I CERTIFICATE OF LIABILITY INSURANCE 08/29/2008 'THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION sk insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON.THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 646 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ;NE 68103-0646 (877)234-4420 INSURERS AFFORDING COVERAGE NAIC# IN URERA:Continental Indemnity Co. 28258 drover,•,Carey INSURER B: -a Grover Buildiong and Remodeling INSURERC:1�ob BOX 1080 Cotuit, MA 02635-1080 INSURERD: CTL 1273 4271311 INSURERE: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICICATE ATE . NOTWITHSTANDING MAYIT ISSUED D OR MAY PERTAINr THE INSURANCE TERM OR OAFDO DED BYITION OF THE HE POLICIES DESCRIBED Y CONTRACTOR OTHER OHERE N S SCUMENT UBJECT TO ALLTH RESPECT THE HEI TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY F TICY EFFEC REDUCED DPOUCYDEXPI P TIIO CLAIMS. LIMITS JSR DD' TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MM/DDM/ TR NSR EACH OCCURANCE $ GENERAL LIABILITY PREMISES Ea occurenbe $ COMMERCIAL GENERAL LIABILITY MED EXP an one arson $ CLAIMS MADE OCCUR PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ GEN'L AGGREGATE LIMIT APPLIES PER. POLICY JE O- LOC COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY (Ea accident) ANY AUTO .BODILY INJURY $ ALL OW NED AUTOS (Per person) SCHEDULED AUTOS BODILY INJURY HIRED AUTOS (Per accident) $ NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY OTHER THAN EA ACC $ ' ANY AUTO AUTO ONLY: AGG $ EACH OCCURENCE $ EXCESS/UMBRELLA LIABILITY AGGREGATE $ OCCUR CLAIMS MADE $ $ DEDUCTIBLE $ X LI RETENTION $ W A ER Y WORKERS COMPENSATION AND EMPLOYERS'LIABILITY E.L EACH ACCIDENT $ 500,000 ANY IEXCLUOED?ECUTIVE 46-805700-01-01 08/31/08 OS/31/09 EL.DISEASE-EAEMPLOYEE $ 500,000 E.L.DISEASE-POLICY LIMIT $ 500,000 If yes,describe under SPECIAL PROVISIONS below OTHER )ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS _ I CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Grover Bll]1d10ng and Remodeling DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE PO BOX 1080 TO THE CEfl71FlCATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE Cotuit, MA 02635-1080 NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Attn: Project Manager REPRESENTATIVES AUTHORIZED REPRESENTATiV 1783118 ©ACORD CORPORATION 1988 4CORD 25(2001/08) BaSf'ff HOME IMPROVEMENT CONTRACTOR _ = Registration: 144322 Expiration: 9/23/2010 T.r# 274D90 ' Type: DBA GROVER BUILDING+REMODELING k' P. CAREY GROVER 56 BOWDOIN RD c7- Q MASHPEE,MA 02649 Administrator i Construction Supervisor Licl�;se License: CS 77754 Birthdater.11/22/1957 Expiration:,.11122/2009 Tr# 6877 Restriction: 1 G CAREY C GROVER PO BOX 1080 COTUIT,MA 02635 Commissioner i i ' up 8 � A-LJ- 3 i r,P) _ - r e2 I(ATD l� S A Town of Barnstable *Permit# c?Oo 7(I 71 y3 Expires 6 months from issue date Regulatory Services Fee Thomas F.Geiler,Director Nod 0 $ 2007 Building Division BAR�vrASLE Tom Perry,CBO, Building Commissioner ToW4 OF 200 Main Street,Hyannis,MA 0.2601 www.town.barnstable.ma.us Office_: 508-862-4038 Fax: 508-790-62 EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel NumbertP Property Address , �GG��� �j��--u C... G •1� ❑Residential Value of Work % 4,* Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor �am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to IT---, ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forns:expmtrg j Revise061306 ' T'he Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,M4 02111' www.mass.gov/dia ' Workers'-Compensation Insurance Affiddvit: Builders/Contractors/Eleetricians/Plumbers Applicant Information .Please Print Legibly Name(Business/Organization/Individual): •Address: City/State/Zip: �'` '�"`�l� � ` JG Ph n# City/S p: Are you an employer?Check the appropriate box: Type of project(required):, 1.❑ I am a employer with 4• ❑ I am a general contractor and I 6. ❑New construction . "employees(full and/or part time).*• have hired the stab-contractors 2.El I am a'sole proprietor or partner- listed on the'attached sheet. 7. ❑Remodeling ship and have no employees . These sub-contractors have 8. ❑Demolition employees and have workers' working for me in any capacity. 9. ❑Building addition [No workers' comp.insurance C0�'"'`�""n°e'# 10.❑Electrical repairs or additions 5. [] We are a corporation and its ep requmred] officers have exercised their l 1. Plumb' repairs or additions ' Sam a homeowner doing all•work . ❑ � p '—'"myself.[No workers' comp. right bf exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no 4 ] d employees.[No workers' 13.❑Other ' comp,insurance required] *Any applicant that checks box#1 must also fin aut the section below showing their workers'compensation policy information. t gon=wnera.who submit this affidavit indicating they are doing all work and tlien him outside contractors must submit a new affidavit indicating kith. tr—ontractor s that check this box mwt attached an additional sheet showing the name of the subcontractors and state whether ornot those entities have employees. If the sub-contracto, have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below isthe policy and job site' information. Insurance Company Name: Policy#or Self-ins.Lie,# Expiration Date: - Job Site Address' City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORKDRDER and a fime of up to$250.00 a day against the violator. Be advised that a copy-of this statement maybe forwarded to the.Moe of Investizations of the bIA for insurance coverage verification I do hereby certify under the pains and penaltles of perjury that the information provided above is true and correct Sipmatnre > Phone#: Official use only. Do not write in this area, tb be completed by city or town.of City or Town: ' Permit/License# Issuing Authority(circle one): J.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: i Town of Barnstable ti Regulatory Services Borax i.e. Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize ,�� ¢ ���� to act on my behalf, . in all matters relative to work authorized by this building permit application for. (Address of job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QTORM&O WNERPERMISSION J Town of Barnstable �OFTHE Regulatory Services BARNSTABLE, : Thomas F.Geiler,Director T! MASM 1 39• .0 Building Division lFD MAy A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which be/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt i Town of Barnstable Planning Department Variance- Bulk/Min Lot Area & Min Lot width Staff Report - Appeal No. 1994-14 Date: January 25, 1994 To: zoning Bo of Appeals From: Robert chernig, Director Art Traczyk, Principal Planner Dave Palmer, Assistant Planner Petition Summary Appeal No. 1994-14 Applicant Earlene MacDowell, Executrix under the will of W. Hazel Gifford Address: P.O. Box 156, Cotuit, MA 02635 Property Location: 74 Coolidge Street, Cotuit, MA Owner(s) : Charlene Reynolds, Pamela Bigelow, Jennifer Sasso, Belinda Rubenstein, Mary Crawford, Winifred Dick, Martha Karras, and Earlene MacDowell, residuary legates under the will of W. Hazel Gifford Assessors Map/Parcel: 036-003 0.65 Acres zoning: RF - Residential F District zoning overlay District: WP - well Protection overlay District Applicants Request: Variance to section 3-1.4 (5) Bulk Regulations, Minimum Lot Area and Minimum Lot Width for sole purpose of establishing boundary with abutting property to coincide with historical use of properties. Activity Request: No construction is proposed. Existing single family dwelling to remain with proposed new adjusted property line with abutter to west. Procedural Provisions: Section 5-3.2 (3) : variances i Filed: Dec. 10, 1993, 1:59 PM; for zBA Mtg of Feb 2, 194. Background information: Staff Report - Appeal No. 1994-14 variance - Minimum Lot Area and Minimum Lot Width: McDowell The property is located at 74 Coolidge street, identified as Assessor Map 036, Lot 3 on the north side of Coolidge street just east of the intersection with Old oyster Road / High street. The property currently has a 2.2 story, Old style single family dwelling of 1,152 s.f. , originally built in 1924. The property has public water and septic utilities. The petitioner is requesting relief from the bulk regulations solely to allow the adjustment of the property line to reflect historical use of the land with the abutting property to the west, Map 036, Lot 047, which also has a 1.5 story Cape single family dwelling of 1,536 sq. ft., built in 1945. DEPARTMENT COMMENTS: 1. section 5-3.2 (3) of the zoning ordinance and Section 10 of Mass. General Laws (MGL) Chapter 40A require that the Board be provide with facts which justify the granting of the relief sought. The petitioner should be prepared to present the circumstances relating to soil, shape, or topography which justifies the granting of this. xelief and should also be prepared to substantiate that the granting of the relief will not be in detriment to the neighborhood nor derogate the intent of the zoning Ordinance. 2. The Applicant should be prepared to address before the Board. the following: a. Clarify the difference between the assess:ar map indication of three adjacent lots (# 3,47 & 48) adding to 1.28 acres versus the indication of only two lots for the same area adding to only 39,243 sq. ft., or 0.90 acres on the Plan of Land submitted with this application. b. General location of septic system for each dwelling to insure boundary change has no impact. c. Complete indication of driveway access to each dwelling, garage and parking spaces, if any. 3. staff Comment only: since the applicant is also the owner of the adjacent property (Assessor Map 36, Lots 47 and 48), combining the two parcels may make sense to help clear up any discrepancies in lot area and lot width. SUGGESTED CONSIDERATIONS: If the Board finds to grant this request for a variance, it may consider the following conditions: a. That the Board be provided a copy of an ,MR plan reflecting the proposed lot line adjustment. cc: Building Commissioner , Health Board Cr PTIrY THAT THIS PLAN HAS '� ♦ '�'r• SEFN PREPAPCD IN CDtIr OOHITY VITH ulNlu�uS 1HE RULES AND REGULATIONS Or THE LOCUS A'E• - 43.567 Sr. REGISTERS Or DEEDS. FRONTAGE - 150 FRO.-IT SC TRACK 30' R_lj 1.Icy R.L.S. COTUtT 5OE SETBACKS- 15' BAY REAR SETBACK - 15* J� BUILDING HEIGHI . 30' (OR 2.5 STORIES IF LESS) LOCUS MAP SCALE 1 25.000 ASSESSORS MAP 36 PARCEL 3.47. k 48 ZCrE C.P. GRAPHIC SCALE g 0 30 60 O r � C.B. C.B. y FND. FND. O NO D.H. S78'29•29_E COTUIT FIRE DISTRICT NO D.H. 40.94• 1 j.68 j O 42,J,. S77•,2.I LOT 13 3 E S A n 1,357 aq.fl. BS,IJ• a . N �'�• LOT 2A o 6P�Py 18,367 aq.fl. 0- 0.42 ccrea LOT 1A 1B.162,aq.ft. Z Lar- �--� - 0.42 acres ! /O M /�EA 77.SB'22 E , of.P V JJ N Z D.3o 3 9 24 3 6 C.B. - LOT 29 FNO.OFF r� C 11,357 aq.fl. NO D.H. B.R.B. V m FND, �C;;+ No T STEVEN C. COULD BOOK 5912 PACE 149 B.R.B. I' - o e �o o °= h FND. IIII.IIIiI�g BOOK 533 PAGE 33 589'25'30'w 0.75' � C'B' I�dwellin9 I / n _ !'r'✓�AS� JJJ. /._ :i 11 I V,v,n o/ IJImli I alone \ °N. O �O !os o i I82 I `. �o Yellin -oil POND Jj\so 9�JB 69p• Io I I Ilu I2''b'/ N77.5822'E ROAD R< _.. I� I I !O� u I I ' Jlu I iF74 FNO.OFF 589'23'30'W• 7.53 �JU• JS� Z<J668 i `o J NO D.H. p Ji.N81:fi.JO_W O •J1.84 ',R O'. t 91' sp ry 156.OJ• e,LOySq• W PRvemenf witlth A'8118.07'W o t^ J N811807'1y iB o0 Na C.B. v 156.06' o v. t^ FND. 2 �y ; S81-16'36T G.LID H �' � 22B.BD•STREET < n a � O TOWN WAY C.B.. H FND. N7 A,37 A0 E I�^ PLAN OF LAND I` IN (COTUIT) BARNSTABLE , MASS. ti FOR � NO LOT COVERACE: ESTATE OF W. HAZEL GIFFORD SARNStA?LE PLANNING BOARD l+_ AND APPROVAL UNDER THE SUBOiVSiON l� NO MORE -.AN FIFTY PERCENT(50%) OF THE TOTAL UPLAND AREA EARLENE MacDOWELI OF ANY LO' SHALL BE MACE IMPERVIOUS BY THE INSTALLATION OF CONTROL LAW NOT REQUIRED. BUILDINGS. STRUCTURES AND PAVED SURFACES.. SCALE:,1" - 30' DATE: NOV.15.1993 DATE' SITE CLEARING: BAXTER 6 NYE INC. A M:NI.MUM 3F THIRTY PERCENT(30%) OF THE TOTAL UPLAND AREA REGISTERED LAND SURVEYORS OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE. PATH CIVIL ENGINEERS ONLY L'MI—cJ SELECTIVE CUTTING OF TREES AND CLEARING OF OSTERVILLE, MASS. UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. ' NC'E: NG 3ETERMINATICN AS TO CCMPL;ANCE WITH THE ZONING LO-S 18 AND 28 ARE NOT TO BE CONSIDERED AS SEPARATE BUILDINC'1,075. u;•+' ORZ:vANCE REOUIREMENTS HAS LOT 19 IS TO BE CCNVE'!ED TO THE ESTATE OF W. HAZEL GIFFORD. LOT 2d IS TO BE CONVEYED TO EARLENE MocDOWELL. BEE\ MACE OR INTENDED BY THE '- ABOVE ENDORSEMENT. �y Qon,r� DEED REFERENCES: W. HAZEL G5FOR0 PROBATE 956170 "c 0•)K 415 PAGE 98 SHOWN AS LOT 2A k 26. .EARLENE MocJOW L: 900:< d53a PACE lA8 SHOWN AS LOT IA &18. i 00 1 0b A �3XAL rl l q� - U 4-7 - L 45 'ROPERTV ADDRESS I I ZONING IOISTRICT CODE SIP•DISTS.I DATE PRINTED CSTATE LASS I PCS I NBND PARCEL IDENTIFICATION NUMRFR I KEY NO 0074 COOLIDGE STREET 01 RF 200 G1CT 10/28/92 1011 00 03AB IR036 003. 21452 LAND/OTHER FEATURES DESCRIPTION I ADJUSTMENT FACTORS T G I F FO R D. Y HAZEL M A P— Lana ByrDara Sr:e D�mens�on V UNIT ADJ'D.UNIT ACRES/UNITS VALUE Dsur�Prwn cD FF•De r.IA<res LOC./VR.SPEC.CLASS ADJ. COND. PIF PRICE PRICE #LAND 1 610800 CARDS IN ACCOUNT — L 10 1BLDG.SIT 1 X .65E=11 128 67499.9 95039.98 .65 61800 #BLDG(S)—CARD-1 1 61.560 01 , C1 4 #PL 74 COOLIDGE ST BATHS 1 .0 U X C= 100 3069.5 3069.50 1.00 3100 8 #RR 0352 0140 ARKET 10590C #CL22 JAND NCOME A SE p PFRAISED VALUE 123,300 4 U ARCEL SUMMARY r AND 6180C S T L06S 6150C M —IMPS E OTAL 123300 CNST N DEED REFERENC Type DATE „�,,�, R I C R Y E A R V A L U E T aeo` v.qe Ina1. ,p rr SYee Pra 61 8 0 C S P56170 3/78 LOGS 6150C OTAL 123300 r BUILDING PERMIT NumO.r DHe Tyq Amwtl LAND LAND—ADJ INC ME SE SP—BLDS FEATURES BLD—ADDS UNITS 61800 3100 Class Consr Total Base Rale Ad Rare Fear II A e Norm. Dosv. CND. Loc. 4e R.O. Repl.Cost New R Unns Umis I 9 Sr9 B Dept. Cone. Aej. ep VFlue Staves Ne'7M Room Rme Sol. F F.. Pblywee F- 01C+ 000 100 100 76.75 76.75 24 65 26 71 110 95 72.6 84716 61500 2.2 6 3 1.0 4.0 Oescr�pr�on Rare Square Feet Rep.Cost MKT.INDEX: 1-00 IMP.BY/DATE: / SCALE: 1/00.75 ELEMENTS CODE CONSTRUCTION DETAIL P BAS 100 76.75 576 44208 GROSS AREA SINGLE FAMILY DWELLING CNST 6P: FOP 35 26.86 160 4298 *----14----* iTYLE 10 LD STYLE 0.0 R FEP 65 49.89 70 3492 ! ' FEP 5 ESTGN-A1tJMT- -00-------------------0-.0 B22 67 51.42 576 29618 *----14--24*------* EXTER-VA1TS"" _O1 UUO"FVKME-------Lr.-C EATlAC"TTPE" T4 Il---------------V.0 ! ! RIEfi:FINISH- -00 ------------------tr.0 NTFIT-LAYOUT- -01 ------------------ff=0 29 ! IRTEH:GU-A-UTT" -02 SAWE-A$-EXTYW.---U.-O 24 BASE 24 FLONQ-ST)(UCT- TO -----------------"U:0 p W ! ! EFLOVIf-COVER-- TO ------------------U:O E Total Areas Aux. 230 Base_ 576 R 00E-TTPT----- TO ------------------V.-O T. BUILDING DIMENSIONS ' ! ! LEFTRItAZ 00 U.O A AS N24. E24 S24 W24 .. FOP E02 ! ! F0INUAT26N 00 9V.9 08 E 20 N08 W 22 FEP N24 E14 _ -------------- - -- ---- - ----.. ! � 05 W 14 S29 .. L X—*------24-------* --".- PJEITHHOR OD D3A8-TIITOIT------- " 8 FOP 8 LAND TOTAL MARKET PARCEL 61800 123300 *------20-------* AREA 4439 VARIANCE +0 *2677 STANDARD 25 S TOPOGRAPHY-1 LEVEL * TOPOGRAPHY * UTILITIES 2 PUB WATER * UTILITIES 4 GAS * UTILITIES 6 SEPTIC ST FEATURE 1 PAVED * ST FEATURE * ST. FEATURE * ST. COND. * TRAFFIC 1 LIGHT DWELL LOC. 2 MIDDLE * LOCATION * AMENITIES * AMENITIES * NUISANCES NUISANCES STATE aOPERTV ADDRESS I I ZONING (DISTRICT CODE SP-DISTS.IDATE PRINTEDI CLASS I PCs I NBHD KEY NO. 0082 COOLIDGE STREET C1 RF 20C G1CT 10/28/92 1011 00 03A6 RC36 047 21871 LAND/OTHER FEATURES DE SCRIP f10N ADJUSTMENT FACTORS Y UNIT ADJ•D.UNIT L L i R L E Lane eTiDate $��e o�rner.��ue LOC./VR.SPEC.CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE a uon Co PF Ih1AC�e5 ar ND 1 29,300 10 18LDG_SIT 1 X .4 =10 161 67499.9 108674.9 .27 29300 AeLDG(S)-CARD-1 1 57.2CC c�VsI�CCOUNT — '� APL 82 COOLIDGE RD CC11 BATHS 1 _0 U X [= 100 3069.5 3069.5C 1.00 3100 B ORR 0352 0060 MARKET 92300 BRR REC RM S 8 X 24 C= 100 8.9c a.9c 192 .1700 B INCCME A FIREPLACE U X C= 100 3069_5 3069.5 1.00 3100 B USE AFFRAISED VALUE D A 86.50C J i PARCEL SUMMARY ��) "! l��'UU 1 LAND 29300 S eLDGS 5720C T jrv• f III ��J 0-IMPS M rr33 7 TOTAL 86500 CNST rJ PRIOR YEAR VALUE = DEED REFERENC Type DATE ReCorOeC T Bow Pape I"I' Mo rr Sw P,p LAND 29300 S r 642/175 UU10U eLDGS 57200 TOTAL 86500 I 1 BUILDING PERMITli � NurMer Dal. Tppa Mrove LAND LAND-ADJ INC ME SE SP-6LDS FEATURE BLD-ADDS UNITS 29300 cl 7900 Const Tolul rear Bum Nam. =O Class Unes Un,ls Base Rale AAI Rate A I Ape DeOr. COf1E. CND. LOC. 9!-R.G. Rep.Coal New A41 Rep Vetue Stories „ Room1 RTs BtlM IF.. Parry.Y fat; 01C+ 000 100 100 70.55 70.55 45 65 26 71 95 66 86708. 57200 1.5 6 2 1.0 4.0 Desulpwn Rate Square Feet Re01,Cosl MKT.INDEX: 1_GG IMP.BY/DATE: - - / SCALE: ' 1/00.82 ELEMENTS CODE CONSTRUCTION DETAIL BAS 100 70.55 768 54182 815 42 29.63 768 22756 *--------22-------* - STYLE 04CAPE COD 0.0 i FWD 85 8.50 220 1870 ! ! DE3'TGN-7COJMT -00 ------------------4:C - 10 10 EXTER:YAtCS_- -01 OD ITRAME"""""--V:G ' ! FWD ! RfwTlAt-_TYPF "Ob TL"---------------V:C *4-*------26-32------*----* _ INTER:FTNISlf -00-------------------1y;0 i ! INTER:L-KYOUT -01 -------------------GA INTER:VIfACTY -0 2 S-KRE-TIS"ExTER:-"V:0 FLUOR-STRUCT -00 ------------------V:O D W ; ; FLUOR"CO-VER-- -0 00 ------------------V:G E Total A aas Au,- 220 ease- BUILDING DIMENSIONS 768 24 BASE 24 1EI-EMCTRI-CAC--- -0 -"""""------------ly:0 L TT SAS N24 E32 S24 W32 .. FWD N24 ! ! FU"DAT2.ON--- -0 """---'__________ I E04 N10 E22 S10 W22 W04 S24 FWD ' ! --------------- --- .. � ' ! ----"NETGNSO 000 113AS-TOTtl2T------"" ' ! LAND TOTAL MARKET ! ' PARCEL 29300 86500 X------------32-----------* AREA 4439 VARIANCE +0 +1848 STANDARD 25 S TOPOGRAPHY 1 LEVEL * TOPOGRAPHY * 'UTILITIES 2 PUB WATER * UTILITIES 4 GAS * UTILITIES 6 SEPTIC ST FEATURE ST:FEATURE 1 PAVED i ST . FEATURE * - * ST. COND. .—TRAFFIC 1 LIGHT . DWELL LOC. 2 MIDDLE * LOCATION * AMENITIES * AMENITIES * NUISANCES NUISANCES � NOTES: lad tvd 7d •d 1 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS (EXISTING) (EXISTING) &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ALL SIMPSON COMPONENTS&HARDWARE EXPOSED TO THE WEATHER o ti TO BE MADE OF STAINLESS STEEL N o \ 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS a NEW STATE BUILDING CODE,SEVENTH EDITION EXIST. DECK 5.) 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REAR ELEVATION ' THE DESIGNER>W11t RE A,OIWMD IF A W Q COTUiT BAY DESIGN, LLC NEW ADDITION FOR. �� � �� :sT�� SCALE: DRAWING NO._ 43 BREWSTER ROAD °°"S'RRESM MFHE O NEc""'"`i"' 1/4"KtIL BE RESPOK4B,E iOG ilE CWIEki MASHPEE naA 02649 BRISTOW RESIDENCE INTIESROFAIVE.I.ORRUCilO1 CK5E OR ES K S ARE tO ELYnG TIE 2 OESGIER OE/atl ERRORSOA OLaS90,G DATE PH. (508))274-1166 OF1,(D V44ER NOMO WifO FOR kCW FAX (50$)539-9402 74 COOLIDGE STREET COTUiT, MA ��NO MO NJT D1tFA l/IE I-ZfzDMWb'SREONRLSrEvua"E" 11/2i2010 COKSEDR DF TIE DESrvER llDEP T E f�]OTECi1FiPL COW IpfJ i MtO7ECIm 8'.O' SIMPSONHCP2 13'd P.T.4 z 6 POSTS ON 12 OIA � (ADDITION) HIP CORNER PLATE CONCRETE SONOTUBES TO 4V BELOW GRADE USE SIMPSON S S ABU46 POST LAG BOLT RAFTER LEDGER TO 1Q 3-P T 2 z 1Os BASE 8 AC4/L:CE4 POST CAPS r WALL W/LEDGERLOK SCREWS 2-1 314'x 7 /4'LVL HEADER 8 USE SIMPSON LSU26 SLOPED HANGER o N 2.GRAFTERS @ 16'0a USE SIMPSON H2.5 HURRICANE b E CLIPS TO FASTEN RAFTERS to S 12 TO MULTI LVL BEAM `Q i NEW P.T.2.6s@16'oc 4 +0a ~ I o BEAD'BOARO 2.1 31r x 7 11S LVL HEADER w _(?= FINISH BETWEEN O i o RAFTERS 2 z 6 FASCIA _ SIMPSON LSU26 I- < I SIMPSON AClACE SKEWABLE HANGER 5 w 8-0' P.T.4 x 4 POSTS POST CAPS ADDITION) THRU BOLTED 6 4•.P' BLOCKED Z P T.4 x 4 POSTS WI O i CASING _ b G b rn 1' FASTEN BEAM TO P T 2 z 8 LEDGER BOARD LAG BOLTED TO I JOISTS W/SIMPSON SOLID BLOCKING Wl(2)LEDGERLOK BOLTS \ S S HB TIES A 16'o c.W/JOISTS HANGERS AT BOTH ENDS Y USE INVERTED ACJACE A3 ry SIMPSON POST CAPS b 3-P.T 2x8's@16'oc IF 3-P.T 2■10%@16'o.c \ 1 ( ;114-"LI NEW lr OW CONC.SO140TUBEb ON 2C OIA BKiF00T FOOTING \�y TO 4 r BELOW GRADE,USE GRIST, SIMPSON S.S ABU 66 POST BASEIBASEMENT ' \ P T 2x 8 LEDGER BOARD LAG BOLTED TO �j 1L1 3!a' HEADER SOLID BLOCKNG Wl(2)LEDGERLOK BOLTSb b 0 4 N i6'o.c W/JOISTS HANGERS AT BOTH ENDS F ry 0 N K a < w POST CAP AT EACH CORNER l A3 A BUILDING SECTION @ PORCH A3 (ADOITIOM FASTEN BEAM TD JOISTS WI IMPSON ROOF FRAMING PLAN S SS HST1E5 b ` NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 6's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W1 OWNERS NEW 1r CIA CONC.SONOTUBE ON 24"DUL BIGFOOT FOOTING TO 4'0-BELOW GRADE_USE SIMPSON S S ABU 66 POST BASE au (ADDITK)M . FRAMING/FOOTING PLAN SNI�9ja.Q �(r/IW r COTUIT BAY DESIGN, LLC NEW ADDITION FOR: i "ESESOrrtRSs M� iOTIEO TAM OF.f �'�Y�$&WNSAJS OF SCALE : DRAWING NO. }:. I CONSTRI/CT,O"THE8MDNGCOW%%CIOR 11 �. Ir 43 BREWSTER ROAD W1lBERE5AO.1rtBSEFORTHE00NfENT 1/4 1 -0 Rl WXJ ORPY.ThO TND_lFYlNCTID:: BRISTOW RESIDENCE oeszmCESW.THOUTfDORO .V DATE MASHPEE ,MA. 02649 OES.ut43t OF MR ERRO{tS OR 049SSOr4 OF TEON dMOg PREsWO FOR c:E OF A-3 PH. (508)274-1166 DFTMEDY�R,O�DPN.°TMER��F FAX 50$ 539-9402 "ESE 11/2/2010 c 74 COOLIDGE STREET COTUIT, MA ,SE E9w;tE Oy��RIMERrI PRPaT,c7U Pl COPYWGNT pRp1ECTYx.1 NCTOF r950 ' 2 0' 2a-0"0 NOTES: tsliED'ooRMER> 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS a-a' &DIMENSIONS IN THE FIELD A ) 4 ANDERSEN 4` ANDERSEN 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, Tw2442 Twtaaz DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED BAT4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS S STATE BUILDING CODE,9TH EDITION AMENDMENT&IRC2015 i 5.) ALL WINDOWS&IDOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING ao a 6.) 110 MPH EXPOSURE B WIND ZONE, ANDERSEN :ANDERSEN I 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, Azst Azs1 I OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING J 8) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 12'a• "v r-5" 9.) ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. ON. 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL r TEMPERED SIMPSON COMPONENTS ANDERSE !. TW2442 ANDERSEN 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS GARAGE: L-—'—' ` e Twzaaz § TO BE 3000 PSI STORAGE 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE — 3 DURING FRAMING CONSTRUCTION 13.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE. ANDERSEN 14.)PROVIDE UTILITY INSTALLATIONS FROM HOUSE TO NEW GARAGE A251 VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES 15.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY ACCESS 3'^" EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION ® I PANEL INSTALLER/CONTRACTOR. a F` L11R. AND. NC a A21* 21 : 4 9'a'x TW O.H.DOOR CONC. APRON 4 A ' 4 4 2'4' 2,4. Barnstable Bldg. Dept. 2--1' g-D" 5' f 4'4Y' 6'6" 7. : (SHED:DORMER)� Approved by: 20'0 201A" 49 NAILING SCHEDULE 6RST FLOOR :PLAN SECOND FLOOR PLAN 110MPHEXPOSUREBWIND AI Permit #: JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ' ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8A 2-tOd EACH END ©SMOKE DETECTOR RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END ' WALL FRAMING: ©CVBON MONOXIDE DETECTOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-18d 5-16d AT JOINTS [v,, STUD TO STUD(FACE NAILED) 2-16 a 2-16d 24"o.c. -TAT DETECTOR�l HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES ® r�r FLOOR FRAMING: SMOKE DE ECTORS REVIEWED• vf`' JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-04 4-tOd PER JOIST ,.� ® BLOCKING TO JOISTS(TOE NAILED) 2-ed 2-10d EACH END �y - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK �° LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) }16d 4-15d EACH JOIST �'�• - JOIST ON LEDGER TO BEAM(TOE NAILED) 3Ad 3-1 Od PER JOIST (�.� BAND JOIST TO JOIST(ENO NAILED) }180 4-16tl PER JOIST I BARN TA LE B XILDIG DEPT. '7 y BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO — -- 2-16d 3-!60 PER FOOT V ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d Tod 6"EDSE16'FIELD IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS RAFTERS OR TRUSSES SPACED OVER I6'o.c. 8d Too 4"EDGE/4'FIELD GABLE ENO WALL RAKE OR RAKE TRUSS W/O OVERHANG PA 1Do 6"EDGFW FIELD I=1—RED E PA ENT DATE �� CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION GABLE END WALL RAKE OR RAKE TRUSS Bd G"EDGEJ8'FIELD -�" TABLE 402.1.2 MINIMUM PRESCRIPTIVE INSULATION&;FENESTRATION REQUIREMENTS GABLE END WALL RAKE OKERS GuIVATURE ARE REQUIRED FOR PERIVIITING /`O FENESTMiIOH S h'uGHT CEILING WooD FRAMED WA L FLOOR BASEMENT WALL BASEMENT Swn CRAWL SPACE WALL ABLE END WALL RAKE OR RAKE TRUSS W:LOOKOUT BLOCKS Bd 10d 4"EDGE/4"FIELD -FACTOR q�VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE CEILING SHEATHING: 0,30 MASS. 655 4S 20 or+e•5 30 1S'19 1of4 FT OEEPI 1E1I9 GYPS""WALLBOARD Stl COOLERS -- 7"EDGER O"FIELD AMMENO. WALL SHEATHING: ��- NOTES: WOOD STRUCTURAL PANELS(PLYWOOD) - 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. - STUDS SPACED UP TO 24-o.c. 8d 10d 6'EDGE/12"FIELD 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 12"a 26/32"FIBERBOARD PANELS o ---- 3'EDGE/6•FIELD • 12"GVPSUM WALLBOARD Stl COOLERS — 7"EDGE/TO"FIELD OF THE HOME OR R=19 INSULATION CAVITY AT TIME INTERIOR OF THE BASEMENT WALL I FLOOR SHEATHING: 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS WOOD STRUCTURAL PANELS(PLYWOOD) -- �- 4.13 t 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE'WALL EXTERIOR T"OR LESS THICKNESS Bd tOd 6'EDGEn2"FIELD &R1/3�CAVITY INSULATION GREATER THAN P'THICKNESS Tod 16d 8"EOGEfo'FIELD NER SHALL BE TIFIED COTUIT BAY DESIGN. LLC NEW GA RI \GE FOR: THE UEDRAWINGSPRIORTOSTARIOF SCALE : ERRORS OR OMISSIONS ARE FOUND ON "DRAWING NO. THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THEBUILOINGCONTRACTOREEF7 1/41I _ 11_DII WILL BE RESPONSIBLE FOR THE CONTENT 43 BREWSTER ROAD; -:INTHESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE MAS H P E E MA. 02649 B R I STO W RESIDENCE i TGESE HESE DRAWINGS ERRORS OR OMISSIONS DATE Ij THESE DRAWINGS ARE SOLELY FOR THE USE I,OF THE OWNER NOTED.ANY OTHER USE OF PH. (508)274-1166 THESE DRA'NINOS REDUIRES THE WRITTEN FAX (508) 539-9402 74 COOLIDGE STREET COTUIT MA 7/12/2018 CONSENTA` THE DESIGNER UNDER'D1E �- .ACT OF E9�NRAL COPYRIGHT PROTECTION tiT TYp.AZEK 1 x B RAKE BOARD , W/1 x 3 DRIP BOARD TYP.ASPHALT ROOF SHINGLES 1 , TO MATCH EXISTING HOUSE 12 12 5 �4.5 TOP OF PLATE TOP OF PLATE Fm F-1 °4 12 12 AZEK 1 x 8 FACIS,FRIEZE,8 SOFFIT BOARDS W/ ALUMINUM GUTTERS SECOND FLOOR I SECOND FLOOR SUBFLOOR 1 SUBFLOOR TOP OF PLATE TOPS F PLATE Ifill fill it mill III - . 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RIGHTELEVATION REAR ELEVATION COTUIT BAY DESIGN LLC NEW GARAGE FOR. fTHED DRAWIRSHALLBENOSTARTTIFIED iANY SCALE��ERRORS OR OAIISSgNS ARE FOUND ON DRAWING NO.: �I THEM DRAWINGS PRIOR TO START OF ,' �CONSTRUCTION.THE BUILDING CONTRACTOR " I II WILL BE RESPONSIBLE FOR THE CONTENT 1/4 - 1 -0 43'BREWSTER ROAD it„THESE DRAWI„GSIF CONSTRUCTION p COMMENCES WITHOUT NOTIFYING THE MAS H P E E MA. 02649 v'R S T®W SIDE (� !1 DESIGNER OF ANY ERRORS OR OMISSIONS, T1/ESE DRAWINGS ME SOLELY FOR THE USE PH. (508) 274-1166 ;OF THE OWNER NOTED.AHY OTHER USE OF DATE ,; //�'C C )/�� pp ■ THESE DRAWINGS REQUIRE S THE WRITT EN FAX (508) 539-9402 74 .CppL�®GE ,JTREET COYl11T .IAA IiACONSENT OF RCHTECTTURALECOPYRIGHT PROTECTION 7/12/2018 ij 1' ACT OF ISBO, �i 2a-0" 2a-o" . za-o° (SHED DORMER) A SOLID 2 x 8 BLOCKING IN THE OUTSIDE A TWO RAFTER 8 CEILING JOIST BAYS A4 A4 aQ 48"o.c.,ALLOW SPACE FOR AIR SOLID BLOCKING aQ 48"D.C. FLOW ON THE UNDERSIDE OF ROOF A IN THE OUTSIDE TWO SHEATHING 4 —————. 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UNLESS OTHERWISE NOTED W/SIMPSON BPS 5/8-3 BEARING PLATES ` ROOF SHINGLES LT 2.)'USE SIMPSON H2.5 HURRICANE CLIPS 8" g, PLACE BOLTS WITHIN 8"-15"OF EACH ` AT ALL RAFTERS ENDS CORNER AND TO A 8"MINIMUM DEPTH `� 5/8"COX PLYYJOOD SHEATHING 2 x 10 RAFTERS 15#FELT PAPER 3.)VERIFY GUTTER TYPE/LAYOUT I s SIMPSON•H 2.5A HURRICANE CLIPS W/OWNERS - _� I I WIND WASH r Q BARRIER - 3'0"WIDE ICE/WATER SHIELD . m ALUMINUM DRIP EDGE 1 x;8 FASCIA BOARD U P.T.2 x 6 SILL W/SEALER 1 x 3 STRAPPING Wl t x 4 SOFFIT BOARD r f 1/2"GYPSUM BOAR 1 x CONT:VINYL SOFFIT VENT 1 x3 SOFFIT BOARD - '0 TYP.2 x 6 WALLS 1 3/4"CROWN ❑ 1 x 6 FRIEZE BOARD ANCHOR BOLT DETAIL ' DETAIL AT WALL SCALE: 1/2"=1'-0" [:KOM COTUIT BAY DESIGN LLC NEW GARAGE FOR;; THEDEDRA= SHALL SR TO IFIED START FANY EMORS OR OMISSIONS ARE FOUND ON SCALE : !DRAWING NO. : !THESE CONSTRUCTION. PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTIONSIBLEFORTHEDING ONTRACTDR 1/4" WILL BE RESPONSIBLE FOR THE CONTENT — I MASHPEE ,MA. 02649 SRISTOW RESIDENCE N THESE D AY4NG5IF CONSTRUCTION C p /] Cam+ II COMMENCES WITHOUT NOTIFYING THE PH. (5O8 274-11 VV DESIGNER OF ANY ERRORS OR OMISSONS. THESE DRAWINGS ARESOLELYFORTNEUSE DATE : FAX (508) 539-9402 `/A, I THESE DRAWINGS NOTSREQ ANYDH,ERUaEDF 7/12/2018 74 COOLIDGE STREET COTUIT, I` A TACT�ORTWZEREQUIRESTHE WRITTEN 'CONSENT OF THE DESIGNER UNDER THE ii ARCHITECTURAL COPYRIGHT PROTECTION !!1 LA RBDONID TYP. ROOF COAST. -2 x 10 ROOF RAFTERS Q 16"o.c. La RonanRn nunmc rn,_w -5/e"COX PLYWOOD ROOF SHEATHING nuaLe r�PLAn a P[ou, � -ASPHALT ROOF SHINGLES ,n„T F,i•-- - - -- — - i -15L6.FELT PAPER -SPRAY FOAM INSULATION 'm'1 V4•B Tm LL Ic urR + .. Q SLOPED CEILINGS(ft=49) ♦��+�. CONT.RIDGE VENT •BATT INSULATION ITTIAP m�am[F a c vau m�a�rn¢s viau °Q -S MP ON HE2LSA HURRICANE CLIPS 2 x 6's 16"o.c Ii.VER TO mar NueeR m aran AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM nq. T•1SnR rm rare ro IFAmI vTa - 12 3'0"OF ROOF re mva s w eWmfNW AT r 12 PROP-A VENT-WIND WASH BARRIERS RAFTERS / \ \ �4.5 •ALUMINUM DRIP EDGE u�vA® AW Tu SIIIrGwftTa�miss aavn Nd r ac a r11 rAI an.&Iaoc�mn "'m' ^�• . I 2 x 10's 16"o.c. OUR TOP OF PLATE 3-2 x6HDR. / \' \ 3-2x6HDR. / V2"GYP,BOARD INSTALL ACQE�S \ CONT.SOFFIT TYP.WALL CONST. b / / ON I x 3 STRAPPINGPANEL FOR�ma tm lk rin eFucc m ' ®6 r' 0 iv Q 16"o.t. VERIFY LOCATIONI \\\ VENTS rNay1[ym`a-IL, K mm�, 1.2 x 6 STUDS 1Q"o.c. / / N "�amrA vrtwn w v I 2.1/2"PLYWOOD SHEATHING Inver,v:vxu• wmm avai ai fI6C,IML.ri4 nzulao s Ia?m rrTM AS, �� 3.6"(R=20)BATT INSULATION / STORAGE \\\\ C It m N 4.1/2"GYPSUM'BOARD °? - ' 5.W.C.SHINGLE SIDING 12 :. 8.TYPAR VAPOR BARRIER 12 \\ _ SOLID BLOCKING UNDER 3/4"T 8 G PLYWOOD Na n wa��� - 11�°0"" DORMER WALL PER MFR. SUBFLOOR=GLUED&NAMED \ SECOND FLOOR REQUIREMENTS - SUBFLOOR - 14"I-JOISTS Q 16-o.c.i .. TOP OF PLATE i IQ�II e f u 1 1/8"RIMBOARO BY g•BATT INSULATION R30 3.1.�3/4"x 11 71W I-JOISTMFR. ( ) MULTI LVL HEADER 5/8"FIRECODE GYP.BD. mw aom nnr Na oamlvlo. ;.�'. ON x 3 STRAPPING Q 18" ., - o.c:IN GARAGE APA PORTAL DETAIL SIDE ELEVATION GARAGE q NO SCALE ,. (4"CONC.SLAB P.T.2 x 6 SILL .. PITCH 2"TO O.H.DOOR W/SEALER W/6 x 6 WWF EMBEDDED 8 6 MIL POLY UNDER TOP OF FOUND. TYP.9"CONCRETE FOUNDATION WALLS . W/8"z 18"CONCRETE ' FOOTING TP4v BELOW .. GRADE W/KEY '. A SECTION @ GARAGE ' A4 I / C, I GARAGE /\ / • FOR: • I;THE DESIGNER DRAWINSHALL SPRIORNOTIFlEDIFANY SCALE COTULT BAY. DESIGNLLC 16r�V\y' C/•��Crj`O•�YV K f:ERROfl50HOAtISSIOHSNREFOUN00N �IDRAWINGNO.: �%� 'CONSTRUCTION, THE BUILDING START OF 43 BREWSTER ROAD CONSTRUCTION.THE.FOR CONTRACTOR — I �I WILL BE RESPONSIBLE FOR THE CONSENT 1/4 — 1 -0 !) MASHPEE MA. 02649 �RISTOVI! REST®ENCE �i GOMMEN;AAGCA A THESE $WITH OUT NOT6YW-PAGS IF BGh�TS Ii .I THESE ENORAWINGS ARE SOLELY FOR INFUSE DATE : PH. (508.)-274-1'166 i FAX 508 539-9402 /q�A OF THE DRAWING REQUIRES OTHER 7/12/2018 ( 74 COOLI®GE STREET COTIJIT, "•• ` ARC oDRAWINGS RATWINGSREOUIGHT PROTECTI A4 . ON CONSENT OF THE DESIGNER UNDER THE i ARCHRECTURAL COPYRIGHT PROTECTION A �� ' 20'-0' NOTES: (SHED DORMER) 1.) CONTRACTOR IS'TO VERIFY ALL EXISTING CONDITIONS 4'-0" 941 4._,X A &DIMENSIONS IN THE FIELD A4 ANDERSEN '�• 4. F=442 ERSEN 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, W7+ T442 DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED BA 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS § Z9 STATE BUILDING CODE,9TH EDITION AMENDMENT&IRC2015 5.) ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING bo b a 6.) 110 MPH EXPOSURE B WIND ZONE, ANDERSEN ANDERSEN § I - 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, A251 A251 I § OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING J 8.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 12-7 _ v -5 9.) ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. N. 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL " r —= ANDERSE TEMPERED SIMPSON COMPONENTS 4 TW2442 _ AANDER2SEN § 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS - GARAGE' L_— STORAGE TO BE 3000 PSI 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 3 DURING FRAMING CONSTRUCTION OQ 13.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE I I ANDERSEN 14.)PROVIDE UTILITY INSTALLATIONS FROM HOUSE TO NEW GARAGE UILDI 51 VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES '�� A2 15.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY�' § Access TA"" EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION OCT' O AO 5 P PANEL INSTALLER/CONTRACTOR. r ` 18 O VVV OF 3'U'x IT — I AND [Nc S" ' •SJ �•o A�IC FIRE T ..'1 21 § A © 3'0 z6'6 (0 9 I 910"x 7'D"O.H.DOOR CONC. APRON .AI 4 A Barnstable Bldg. Dept. 2,4„ 9.41 6•_0•• ( q•_p•• 6.6" 7�-0„ 6.6" I _ (SHED DORMER); Approved by: 2"� 27 NAILING SCHEDULE SECOND FLOOR PLAN I R S T FLOOR :PLAN 110 MPH EXPOSURE B WIND ZONE Permit #; JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-Sd 2.10d EACH END ©SMOKE DETECTOR : RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END WALL FRAMING: ©CARBON MONOXIDE DETECTOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4.1Bd S-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2.16d 24-o.c. ' ®HEAT DETECTOR t HEADER TO HEADER(FACE NAILED) 16d 16d 16-o.c.ALONG EDGES FLOOR FRAMING: JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-84 4-10d PER JOISTii BLOCKING TO JOISTS(TOE NAILED) 2-w 2-10d EACH END SMOKE DETECTORS REVIEWED LEDGER GERSTI SILL BEAM OP GIRD R(FAC NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP IL BEAM OR GIRDER(FACE NAKED) 3-16d 4./6d EACH JOIST N - JOIST ON LEDGER TO BEAM(TOE NAILED) 3Ed 3-I0d PER JOIST e Q BAND JOIST TO JOIST(END NAILED) 3-160 4Isd PEF<JOIST `� BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-HId PER FOOT BAR BLE BUILDING DEPT. ROOF SHEATHING: DDATE _ WOOD STRUCTURAL PANELS(PLYWOOD) M C RAFTERS OR TRUSSES SPACED UP TO IS"— Bd Tod 6"ED3E/6-FIELD RAFTERS OR TRUSSES SPACED OVER TV— 6d 10d 4"EDGE/4-FIELD IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Sd 10d 6"EDGEA,'FIELD �g CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION GABLE END WALL RAKE OR RAKE TRUSS Ed +od 6"EDGE18'FIELD TABLE 402.1.2 MINIMUM PRESCRIPTIVE INSULATION&;FENESTRATION REQUIREMENTS W/STRUCTURAL OUTLOOKERS FIRE DE vIENT DATE ( I GAB LE END WALL RAKE OR RAKE TRUSS WILOOKOUTBLOCKS 8d 10d 4"EDGE/4„FIELD FENESTRATION SKYLIGHT CEILING WOOO FRAMED WALL FLCI.YI BASEMENT WALL BASEMENT SLAB CRAWL SPACE WAL CEILING SHEATHING: U-FACTOR U-FACTOft R-VALUE R.VALUE R-iALUE R-VALUE RNgLUE R-VALUE BOTH StOIANV14 S ARE REQUIRED FOR PERMI TINC D,d""55 GYPSUM WALLBOARD — 5d COOLERS —.— ---- 7"cOGE 10`FIELD AMMEND, 0S5 40 20-3-6 30 1S110 10(4FTOEEP) 16119 - WALL SHEATHING: NOTES: WOOD STRUCTURAL PANELS(PLYWOOD) -- --- ----- 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. STUDS SPACED UP TO 24-o.c. 6d 10d W EDGE/12`FIELD 2.15/19 MEANS R=16 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 12"&25132"FIBERBOARD PANELS ad -- 3"EDGW FIELD OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 12^GYPSUM WALLBOARD 5d COOLERS -- T EDGE/10'FIELD 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS FLOOR SHEATHING:WOOD STRUCTURAL PANELS(PLYW0001 4.13 t 5 MEANS R5 CONTINUOUS INSULATED SHEA THING ON THE'WALL EXTERIOR I.OR LESS THICKNESS Od 10d 6"EDGEn2`FIELD &R13 CAVITY INSULATION GREATER THAN I`THICKNESS t0T1 16d 6"EDGE/B"FIELD THE' I'�—('/7 ('��`��p /��\/� i'ERROR&ONER OMISSI LSAREFNOTIFIED NDONY SCALE : '':DRAWING NO.: ' \ •, - W GARAGE FOR R• ''ERRORS OF OMISSIONS BUILDING AREFWNDR u COTUIT BAY DESIGN. LLC ;'THESE DRAWINGS PRIOR TO START OF 43 BRE WSTER ROAD � CONSTRUCTION. IBLEF CONTRACTOR 1I4" WILL BE DRAWINGS FOR NE CONTENT MASHPEE MA. 02649 SR ST®VV R S IVliC . I;DEIN SIGNEDRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE P H. (508) 274-1166 'DESIGNER OF ANY ERRORS OR OMISSIONS �] /� /'� pp�� //LL �'THESE DRAWINGS ARE SOLELY FOR THE USE DATE : Al FAX (508) 539-9402 74 OOL�®�E STREET C�-�9 'I� �A I THESE Of THE OWNER NOFEO.ANY OTHERUSEOF \V. tlVtl j!CONSENT O=I THE DESIGNER UNDERfIHE� 7/12/2018 11 ACT OFECCi RAL COPYRIGHT PROTECTION 4� y TYP.AZEK 1 If 8 RAKE BOARD - W/i z 3 DRIP BOARD ' TYP.ASPHALT ROOF SHINGLES i TO MATCH EXISTING HOUSE 12 12 TOP_OF PLATE TOP OF PLATE W 12 12 .' AZEK 1 x 8 FACIS,FRIEZE,8 SOFFIT BOARDS W/ I ALUMINUM GUTTERS SECOND FLOOR I 1 SECOND FLOOR SUBFLOOR 11 11 If I I If j SUBFLOOR TOP OF PLATE TOP OF PLATE it 111111 :. '' •' TYP.AZEK 1 x 4 TRIM i � \ I W/2"SILL ...........IIIIIIIIIIIIII111I fill I Y °Dlilt IIIIII IIIIII till io I TYP.AZEK 1 x 6 CORNERBOARDS TYP.W.C.SHINGLE SIDING TOP OF FOUND. 11 I If lilt I! 5"TO WEATHER .. TOP OF FOUND. . i CARRIAGE HOUSE STYLE O.H.DOOR ..LEFT `E L E VAT I O N VERIFY ALL DETAILS WI OWNERS FRONT ELEVATION j 12 12 4.5� 5 TOP OF PLATE - TOP Of PLATE 11 If ULI III 1.11 72 If ,2D• ! I 7 SECOND FLOOR SECOND FLOOR SUBFLOOR SUBFLOO_R TOP OF PLATE TOP OF PLATE 11 fill 11 fill (1 11 11 fill 11 fill 1 11 If II it it it If it it If it fill IT11 11 [111 Rill till Illiff lilt I 11 fill 9 I ju-11 It III ? m II lilt if � III lilt[ 11 111111 fill flifil Ili] TOP OF FOUND. - - TOP_OF FOUND. RIGHT: ELEVATION REAR ELEVATION ERIE DESIGN R SHAU BE NOTIFIED IF RORS OR OMSSIONS ARE FOUND ON Y SCALE it DRAWING NO. : COTUIT BAY DESIGN.- LLC NEW GARAGE FOR: !W°�BEUCS�NS,PRIOR DTM OON OF T MTR 1/4° 43 BREWSTER ROADIN MASHPEE MA. 02649 ' �:RISTOW RESIDENCE IDESIGNERO ANY ERR RS HE j �!THESE DESIGNER OF ANY ERRORSRAYtINGS ME RLY OMISSIONS. PH. (508)) 274-1166 T p`/A' 1O T„EEO"ERNO NOTED.MYOTRERUSEOFE DATE : j FAX (508) 539-9402 74 COOLIDGE STREET COT�.JI 1' IY,A MCHITEUTHESE RAR INGSREOUIRES THEWRITTEN !CONSENT OF TH DESIGN T NDERTHE 7/12/2018 ;� 1 ACT OF 1DW, 'i j 20'-0" 29-0" 20'-0': (SHED DORMER) A SOLID 2 x 8 BLOCKING IN THE OUTSIDE A TWO RAFTER&CEILING JOIST BAYS A4 SOLID BLOCKING Q 48"Olt FC ALLOW IOW ON THEUNDERSIDE OF ROOF A IN THE OUTSIDE TWO : SHEATHINGS 4 --------- -------------, .. JOIST BAYS �. ir------- --=:------ i I I = I � I I I 14"wOISTS ' 16"D.C. a I i I GARAGE I I : �LLL� I I (4"CONC.SLAB I I J PITCH 2"TO O.H.DOOR W/6 x 6 WWF EMBEDDED ( I _ "boo, INSTALL &6 MIL POLY VAPOR ¢ ACCESS BARRIER) I I O Q N PANEL FOR I I I a. ATTIC § I I P.T.6 x 6 POST ON A I I 9 § --- OWL, 4 4 2 x 12 RIDGE BOARD 4 a I I 30"X 30"x 12"CONC — FOOTING: TYP.8"CONCRETE — I I FOUNDATION WALLS L — Wl8"x 18"CONCRETE FOOTING TO 4'0"BELOW GRADE W/KEY I I L 21 I I . tj P.T.2 x a's Q 161, I "' DROP TOP OF WALL AT O.H.DOOR - § I L- ----- -- - - d J` I M ———————- -- 11 x SIMPSON STHD14 STRAP ' PER O.H.DOOR DETAIL CONC. APRON : _ FRAME O.H.DOOR WALL SIMPSON LSTA24 S 6-1- T-d 6'-6" PER APA PORTAL WALL PER O.H.DOOR DETAIL (SHED DORMER A DETAIL A4 A4 A za-0" 2(r-O" ' zo•-a• FOUNDATION PLANK SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 15° INSTALL 5l8'ANCHOR BOLTS AT 24"o.c.MAX. TYPICAL W/SIMPSON BPS 518-3 BEARING PLATES ROOF SHNG EST 2.) USE SIMPSON H2.5 HURRICANE CLIPS PLACE BOLTS WITHIN 6"-15"OF EACH' AT ALL RAFTERS ENDS CORNER AND TO A 8:'MINIMUM DEPTH ��� 5/8"COX PLYWOOD SHEATHING 2 x 10 RAFTERS 15#FELT PAPER 3.)VERIFY GUTTER TYPE/LAYOUT WIND WASH SIMPSON•H 2.5A HURRICANE CLIPS W/OWNERS �n O BARRIER \� 3'0"NNE ICE/WATER SHIELD m A!V+!:NUM DRIP EDGE 1 x.8 FASCIA BOARD 6 Z 1 x 3 STRAPPING W/ 1 x 4 SOFFIT BOARD P,T.2 x 6 SILL W/SEALER - � 1/2'GYPSUM BOAR 1 x+CONT:VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD TYP.2 x 6 WALLS 1 3l4'•CROWN 1 x 6 FRIEZE BOARD ANCHOR BOLT DETAIL DETAIL AT WALL SCALE: 1/2"=1'-0" COTUIT BAY DESIGN. LLC NEW GARAGE E FOR: ITHEDESIGNER SHALL BE DRAWINGSPRIORTOTIFIED STARTIOF SCALE : iDRAWING NO. : II ERRORS OR OMISSIONS ARE FOUND ON Ij it THESE DRAWINGS TO START OF 43 BREWSTER ROAD' CONSTRUCTLL ION.TIIEBUILDING CONTRACTOR " — I N �� 1/A�// R i NITNESE pRAYANNGS F CONSTRUCTIONNT 1 i4 - 1 -0 BRISTO v - • RESIDENCE II THESE RAWNGSART SOELYI FOR T MASHPEE ,MA. 02649 J DESIGNER OF ANY ERRORS OROMISSIONS. PH. (508 274-1166 ITHESEDRAMNGSARESOLELYFORTHEDSE DATE : '! Ao I,OF THE OWNER NOTED.PNY DINER USE Of FAX (508)�539-9402 74 COOLIDGE STREET [/'�� A 'THESEORAWNGSftEOUIRESTHEWRITTEN 7/12/2018 1 C�f T I T • • y CONSENT Tu THE DESIGNER UNDER THE i�ACT OF f S90 RA!COPYRIGHT PROTECTION _� LC TYP. ROOF CONST. -2 x 10 ROOF RAFTERS®16"D.C. La�O0"A02 5/8"CDX PLYWOOD ROOF SHEATHING mmt tw nAtc io •ASPHALT ROOF SHINGLES -Tn t,.T•Y�"" '- - - '^'^'- - -15LB.FELT PAPER SPRAY FOAM INSULATION -m-r a�.uT.r LVL IGD?R . @ SLOPED CEILINGS(R=49) ' CONT.RIDGE VENT -BATT INSULATION @ FLAT CEILINGS(R=49) f�WTa IrQ m vuu mLSTaQ4 F�v veLu - 2 x 6's @ 16"ox. •SIMPSON H 2.5A HURRICANE CLIPS NPA®1 m m ae- I�` NwaR ro®•a,s . I AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM FAeta tm rote ro.rrAml vTnl _ 12 12 •PROP-A ENT BETWEEN RAFTERS ®Rsve v tea swax Nuns Ar r ae 5.5� / \ \ -WIND WASH BARRIERS 4 rA1ml nt•ATrma m NWIpI vlTx m tartot ' - / \ \ � .5 -ALUMINUM DRIP EDGE wm c n'• I - - i mug 2 x to's 16-o.c. TOP OF PLATE f 3.2 x6HDR. T \ \ 3-2x6 HDR. TYP;WALL CONST. 1/2"GYP.BOARD INSTALLACCESS \ CONT.SOFFIT taes a, ea mMmc b / / ON 1 x 3 STRAPPING 16"o c PANEL FOR ATTI6 \ VENTS 1.2 x 6 STUDS 4 IV,o.c. "'� / / � VERIFY LOCATION\ \ ..-eIm m1fuR urns er.v rIr~ 2.1/2"PLYWOOD SHEATHING / \ \ N 0 Nootr v.vai. etaomei oL� 3.6"(R=20)BAT?INSULATION 4.1/2 rn / STORAGE \\\\ m 9L%StP4L•nRIIL P1114 aI[Anmo' ee rN6ID VRN®lee sirmli' m GYPSUMIBOARD 12 \ -' - 5.W.C.SHINGLE SIDING 6.TYPAR'VAPOR BARRIER 12 \ Ntt�,e�aAa vAy� - i SOLID BLOCKING UNDER 3/4"T 8 G PLYWOOD \ RDORMER WALL P EQUIREMENTS ER MFR. SUBFLOOR=GLUED&NAILED \ SECOND FLOOR SUBFLOOR 14"I-JOISTS @ 16"o.c. i —4 1 - i TOP OF PLATE 1 I:1 �°ol^' - �; - i "•' 1 1 1/8"RIMBOARD BY g BATT INSULATION R30 3-1+'3/4"x 11 718" I-JOIST MFR. ( ) ' MULTI LVL HEADER 518;FIRECODE GYP.BD. I°umL Dome]N�T y ;:4-• ON)x 3 STRAPPING Q 16" I , . - - D.C.-IN GARAGE APA PORTAL DETAIL SIDE ELEVATION � N GARAGE NO SCALE :. (4"CONC.SLAB P.T.2 x 6 SILL PITCH 2"TO O.H.DOOR W/SEALER W/6 x 6 W WF EMBEDDED &6 MIL POLY UNDER TOP Of FOUND. TYP.8"CONCRETE D FOUNDATION WALLS _ W18"*18"CONCRETE ` - FOOTING TQ4'0"BELOW GRADE W/KEY A SECTION @ GARAGE - ME AN .'ERRORSIORO ISSIO BE ME FOOTIFIEDUND ON �PRAW�NG NO.: 1 / - .'ERRORS DRAWINGS PRIOR OSTARDON SCALE COTUIT BAY. DESIGN LLC NEW GARAGE � FOR, :1COSTRUCTI CONSTRUCTION. START ,� 43 BREWSTER ROAD IWILLBERESONSIBBLE FOR IMECONENTT� 1/411 - 11-0" MASHPEE MA. 0264.9A4 . RISTOVI/ RESIDENCE COMMENCES WITHOUT NOTIFYING THE i II THE ENORAWINGS ARE SOLELY ER OF MY ERRORS OR FORSTHE USE PH. DATE PH. (508Q./`274-:1166 /� I ,//111 FAX 50V 53�-7402 7 A Co0`I®V E CONSEOWNER NOTED. DESIGNER OTHER USE OF ( L.L ///��� �L 9 ���LLL !f THESE DRAWINGS REQUIRES ME WRITTEN 7/12/2018 R r STREET C®T U I S\/F /\ 'CONSENT OF THE DESIGNER UNDER THE I\1I/',/,` ACtOFECTURAICOPYRIGHTPROTECTON � Ii ACT OF i990. �i