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� .� o����— ��� :� _ _ __ /'� t oZ0/lh �ew.��� ��rjil�I J I, r ' TOWN-OF BARNSTAUff URDING PERMIT APPLICATION, Map 06 Parcel 7 SEP 01 Z016 'Application # Health'Division TOWN OF BARNSTABLE Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ _ Preservation/ Hyannis Project Street Address .�®v J a ��- Ah / 1Z-v Village -y A JV /V e S Owner woo Cos Address o� �— Telephone a0 / Permit Request Ae o c 1 '_, �( Square feet: 1 st floor: existing twproposed WOW 2nd floor: existing 0 proposed O Total new404 Zoning District Flood Plain Groundwater Overlay Project Valuation ®0 Construction Type(/V Lot Size /43. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W/ Two Family ❑ Multi-Family (# units) Age of Existing Structure ASO Historic House: ❑Yes UP0I10 On Old King's Highway: ❑Yes UKo Basement Type: Bull drawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Q Basement Unfinished Area (sq.ft)_444 ?d 0 Number of Baths: Full: existing_ new � Half: existing _® new Number of Bedrooms: v existing f new Total Room Count (riot including baths): existing � new_ ® First Floor Room Count -- Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: Ql�(Yes ❑ No Fireplaces: Existing New _.� Existing wood/coal stove: ❑Yes BTlo Detached garage: ❑ existing O new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Slexisting ❑ new size / Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal #_ Recorded ❑ Commercial ❑Yes ❑ No If yes, site Ian review# Current Use Sar,� , O Proposed Use 5i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ~� _ ✓! AJ AJ Telephone Number Name � d�l� ��� Address 4 --Y!) o - License # C %5 VJ V16 _JA h g6blll } Q 0Yr f Home Improvement Contractor# fat S Worker's Compensation # W C ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO / A V $e_ T^ R 9- 0 64 1 S9GNATURE ` ~ J DATE A L-19 FOR OFFICIAL USE ONLY J APPLICATION# DATE ISSUED MAP/PARCEL NO.� 7 _. ADDRESS. _ VILLAGE OWNER } DATE OF INSPECTION: _ (,FOUNDATION ® Q®�L2 L FRAME PLY b _..INSULATION k - t FIREPLACE - -- ELECTRICAL: ROUGH - FINAL 7 ! f L PLUMBING: ROUGH FINAL r GAS: U ROUGH _;: FINAL ,FINAL BUILDIN.Gt,rne o di F DATE CLOSED OUT r T ASSOCIATION PLAN NO. 'f r The Commonwealth of Massachusetts Department o Indus f trial�4aciderc�r afbwesfig 600 l oshington Street ` Boston,MA 0211I www.mass gov/ilia ' Workers' Compensation Insurance Affidavit:Builders/Contractors/EIectricianc/PlrLmbers Applicant Information Please Print Le " f Name (Business/orpn zahonitndiv;dnaI : •J(! Addmss:_60 City/StaWz.ip: ,=- a_& - &9 d elf Phone Are you an employer?Check the appropriate ro riate box: ,,�1 1•LI I am a employer with_ 4. I an a general contractor and Ir7i Type oj ect(require d): employees(EM and/or part-time).* have hired the sub-contractors mnstruction 2.0 I am a sole proprietor orparbaer- fisted on the attached sheet: . odeling ship and have no employees, These sub-contractors have , emolition working for me-in any capacity. employees'and have workers, [No workers'comp.insurance comp,iasn�,ce.t. 9• [&wilding addition required.] 5. [] We area corporation and its 10.[!Eiectrical repai s or additions 3.[]'I am a homeowner,doing work officers have exercised their Myself 1 I ®'Phmzbing repairs or additions mys [No workers' comp. right of exemption-per MGL ons in.¢tn Anne requized.]t c. 152, §1(4),and we have no 12•[]Roof repairs employees. [No workers' 13.[] Other comp.rasm-a ce required.] Any applicant that chech box#1 must also fll out the section below showing their worizrs eo t Homeowners who subn it this affidavit indicating they are doing au wod;and thm hire 'compensation policy information outside contractors mast submit a acw aindavrt indicating arch tContractn¢s that check this box must attached sa addilioael sheet showing the name of the sub-contractors and state whether or not those entities have en�loyees If the sub-contractors have employees must tkrey their Proms workers' oh camp,P ey mmrb er. I am an employer that is providing workers,compensation insurance or informadon. f. 1` }'employees Below is the pofccy and job site Insurance Company Name d ' : Policy#or Self ins.Lc. Expiration Date: Job Site Address W C,f lT C9 "rV r `C. City/State/Zip: Attach a copy a the workers' compensation policy declaration gage(showing the policy n er and expirafion date}. Failure to secure coverage as required under Section 25A of MCiL c:.15Z can lead to the imposition of criminal penalties of a. faze try to$1,500.00 and/or one-year imprisomneuz as well as civil penalties in the fozra`of a STOP WORK ORDER and a fine of D to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Im�esiigations of the DU for MSUrd 0e coverage verification. I do hereby c under e p and p es perjury that the mformarion ` provided above is true and,correct Si tare: Date: J oC f Phone !/ �fjlcid use only. Do not write in this area, to be completed by city or town offuzaL City or Town: PertnitUcense# Issuing Authority(circle one): L Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#. of rti own of Barnstable Regulatory*Services y Mass. $ Thomas F.Geiler,Director 1639. a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.towu.barnstabIe.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder . I, 6 V�/(�D .S , as Owner of the e subject property l P Prty • hereby authorize C -41 - IPA A) t\ to act on my behalf, in,all matters relative to work authorizes by this building permit application for. (Address of Job) J/ 3 alt,�zC)- .ign.ature of Owner Date fZ Print Name If Property Owner is.applying for permit please complete the Homeowners License Exemption Fonn on the reverse side. . i Q:FORMS:O WNERPERMISSION Town of Barnstable FTHE T , Regulatory Services , sAxxsrnatE Thomas F.Geiler,Director MASS. Building Division �ArfO MA't A Tom Perry,Building Commissioner t .200 Main Street, Hyannis,MA 02601 www.town.barnstabIe.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 he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit..(Section 109.1.1) , The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and 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 I � - AWC Guide to Wood Construction in High Wind Areas: II0 mph land Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Check 1.1 SCOPE Compliance WindSpeed(34ec.gust)...................................................................................................................110 mph WindExposure Category........................................................................................................ ................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z stories 5 2 stories t✓ RoofPitch ......................:...................................................(Fig 2) ...........................---............ 1 512:12 ✓ Mean Roof Height ........(Fig 2) I ft 5 33' BuildingWidth,W ..............................................................(Fig 3).............................................. ft s 80' BuildingLength, L ..............................._...........------.........--..(Fig 3)............................................... ft 5 89 Building Aspect Ratio(L/W)...............................................(Fig 4)................................................. 5 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)............................................. s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)................................................................ s� 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............ .:............................................................................................................... -� ConcreteMasonry................................................................................................................................... _A$pe+► 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete oT4 Bolt Spacing-general.........................................(Table 4).................................... in. ✓ Bolt Spacing from endpoint ... of plate ......................... (Fig 5).................................... in.5 6--12' Bolt Embedment-concrete........................................(Fig 5)............................................... .�-in.a 7" -� Bolt Embedment-masonry........................................(Fig 5)........................................... in.a 15" >MA6 PlateWasher...............................................................(Fig 5)..............................................Z 3"x 3"x Y4" 3.1 FLOORS 7.ma%b 14* Floor framing member spans checked ..............................(per 780 CMR Chapter 55)................I.................. boo Maximum Floor Opening Dimension..................................(Fig 6)............................................... . .LL ft s 12' Full Height Wall Studs at Floor Openings less.than 2'from Exterior Wall(Fig 6)...................... ................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)................................................... ft s d � Maximum Cantilevered Floor Joists v Supporting Loadbearing Walls or Shearwall...............(Fig 8)................................................... ft 5 d �. FloorBracing at Endwalls...................................................(Fig g)............................................... ................... Floor Sheathing Type ........................................................ r 780 CMR Chapter 55 .......�........ . . ..... ✓ Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)................ ..... in. ✓ Floor Sheathing Fastening................................................ (Table 2)..L®d nails at 4 in edge/ I.'in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5 ft s 10' ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................1 ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................1 i in.5 24"o.c. -� Wall Story Offsets (Figs 7&8).......................................i..._ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing wails........................................................(Table 5)..............................2x I - I ft G in. Non-Loadbearing walls................................................(Table 5)..............................2xL-�—- ft O in. _ Gable End Wall Bracing' _ Full Height Endwall Studs............................................(Fig 10).................................................................. 6� WSPAttic Floor Length...............................................(Fig 11)...................----------................. ft aW/3 . Gypsum Ceiling Length(if WSP not used)..................(Fig 11)...,......................................... I ft a O.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. (Fig 11).............................. ... ........l................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft,spacing in end Joist or truss bays -_*),_,� Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................-----.......`ft --✓ Splice Connection(no.of 16d common nails).............(fable 6)............................................L............f� AWC(guide to Food Construction in High Wind Areas: 11©mph �ind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)l Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Z ✓ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................ able 9 L in.s 11' Sill Plate Spans ........................................................(Table 9).......:..........................V ft in. s 11' ✓ Full Height Studs (no.of studs)...................................(Table 9)............................................... ..... Z. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ............................................. Header Spans...... .........(Table 9).................................. ft b in.s 12' ✓ Sill Plate Spans...........................................................(Table 9).................................. ft_in.s 12' Full Height Studs(no.of studs)...................................(Table T........................................................ .7, _s✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W M Nominal Height of Tallest OpeningZ ..................................................................... ..A 68° ✓� SheathingType.............................................(note 4)..................................................... ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... 6 in. ✓ Field Nail Spacing.........................................(Table 10)................................................. f z in. .� Shear Connection(no.of 16d common nails)(fable 10).................................................. ... �r Percent Full-Height Sheathing (Table 10)........................................... o 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)................... . Maximum Building Dimension, L g2.............. 6Nominal Height of Tallest Openin .........................................................�-��6 8 L/ , n SheathingType.............................................(note 4)...................................................... Vr r®. Edge Nail Spacing.........................................(Table 11 or note 4 if less)............... 4 in. ✓ Field Nail Spacing.........................................(fable 11)...................... ... in. Shear Conn"on(no..of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing......................(Table 11 ............................... 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)f................ Wall Cladding Ratedfor Wind Speed?.....................:........................................................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............. ft s smaller of 2'or L/3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=lt7 plf Lateral.............................................(Table 12).......................................... ..L=.0 plf ✓ Shear..............................................(Table 12)..........................................1...S_�p- if Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...........................I..T=1iE plf Gable Rake Outlooker..........................................(Figure 20)............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. I�- Lateral(no.of 16d common nails)..(Table 14).......................................L lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)-1.......... Roof Sheathing Thickness........................................... . ........................................... in.17118°WSP Roof Sheathing Fastening...........................................(Table 2).................................. ..... ............. Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to.comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps sand 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. A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Bone Massachusetts Checklist for Compliance(780 cMR 53;01.2..1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii_ On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member I f the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment ritAA •-ras����aM F umari MP" 11 /1 11 // r1 11 Y Y 11 11 11 It 11 11 - 11 11 M FI It tl tl /t I/ 11 1 % tl F Il Ii 1 Ir d g u tr Ir t1 � 1 /. 11 u /r Y V 1/ 11 II It 11 /► la n It r 1 l Ti1-- 1l ---- NALSPACM v See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment t A WC Guide to Wood Construction in high Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so cIV[R 53�01.2.1.1), 1 1 1 1 • 1 - 1 / 1 1 1 t i / 1 p t i 1 I 1 11 11 1 I 1 1 1 `1 11 1 1 y' Il � 1 1 1 STASG 1 l V i i 1 1 � . 1 t � 1 1 1 1 1 1 K f®R11.FAT7Ei�/ ply P EDrs'E � 8iWPA OOilaLE GIRL IIDC��iF911CI<IO METAL Detail Vertical and Horizontal Nailing for Panel Attachment A Unrestricted-Buildings Of any use group which Massachusetts Department of Public Safety Board of Building Regulations and Standards contain less than 35,000 cubic feet(991rn ) Of License: CS-001895 enclosed space. Construction Supervisor CHRISTOPHER T KENNEY : 603 W YARMOUTH RD -, W YARMOUTH MA 02673 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. ^� Expiration: For DIPS Ucensing information visit: www.Mass.Gov/DPS Commissioner 01/13/2018 t :m � el �; Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 181256 Type: Corporation Expiration: 3/17/2017 Tr# 263713 KENNEY BUILDERS INC. CHRISTOPHER KENNEY -- -- 603 WEST YARMOUTH RD -- -- - _ WEST YARMOUTH, MA 02673 Update Address and return card.Mark reason for change. sCA 1 0 20M-05/11 (J Address [] Renewal Employment Lost Card ���C fn097t YIl n.>2!U(.Cc�I�c�J�?�t�t✓C�9Jfcc���Je//1 J ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only -_registti OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: raon: :181256. ItType: Office of Consumer Affairs and Business Regulation xpiration 3/17/2017. Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 KENNEY BUILDERS INC .. s. CHRISTOPHER KENNEY. 603 WEST YARMOUTHRD WEST YARMOUTH,MA 02673 — Undersecretary Not valid without nature TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel 0`1�,(QJ3U [Ji'NG OEPT Application Health Division Date Issued /L Conservation Division Application Feeli Planning Dept. - OWN OF RAFIN011�ABLE Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address l9 Dr 14,1?"""1 NA v1Aod t Village �y�ns►,,`s _ Owner oa-e& Address Telephone 7 Permit Request 1rw, (�[l�lose - � G. e ��4-��f� -F : .Q�;�+ �s, L �6n wait, -Iq FG Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati4-;-57-C 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 Kin g's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name d�rnG� �. t y►h Telephone Number 6-0-9-S-ro -(a Address 416 s� License # f M,i g rail MP' Home Improvement Contractor# I9-0 7�`� I Email �� ����z� Sc e.,.,e F Worker's Compensation# XJS ,6 letf( &7,V/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /090 �1�� � 112d ' all 2,'ver MA 10.L -D SIGNATURE / 1�=7 DATE 2- 4 - t FOR OFFICIAL USE ONLY is E. APPLICATION # ti DATE ISSUED ` MAP/ PARCEL NO. "ADDRESS VILLAGE " OWNER ' DATE OF INSPECTION: FOUNDATION I>. FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL -GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f The Commonwealth ofAfassachusetts Department of Industrial Accidents I Congress Street, Suite.100 Boston, MA 021I4-2019 www.mass.gov/dia . Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE:FI:LED WiTH THE PERMMING AUTHORITY, Applicant Information Please Print 'Leeibly Name (Business/organization/individual): Insulate2Save Inc. Address: 410 Grove Street City/State/Zip: Fall River MA 02720 Phone#:`508-567-67.06 Are you an employer?Check the appropriate box: Type of project(required): 1.Ox 1 am a employer with 20 employees(full and/or part-time)'.• 7, [].New Construction 2.F 1 am a sole proprietor or partnership and have no employees working for me in $. Remodeling- any capacity.[No workers'comp.insurance required.] 9. ❑Demolition ICJ4 am a homeowner doing all work.myself.[No workers'comp.insurance required.]t 4.❑l am a homeowner and will be hiring contractors to conduct all work'on my property. 1 will70Building addition ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13.❑ p Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14,[ Other Insulation 152,§1(4),and we have no employees.[No workers'comp,insurance nequircd.] *Any applicant that checks box tt 1 must also fill out the section below showing their workers'compensat ion policy information. Homeowners who submit this affidavit indicatingahey are doing all work and then hire outside contractors must submit a new affidavit indicating.such.. tContractors that check this box must attached an additional sheet showing the name of the-sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,,they must provide their workers'comp,policy number. I am an employer that is providing►vorkers'compensation insurance for my employees. Belp•ty is the policy-and job site - information. Insurance Company Name: Liberty Mutual Insurance k Policy#or Self.-ins..Lic,#: XWS 56418741 Expiration Date: 12/10/2017 _ Y. Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$j,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK-ORDER and a Rile of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. . I do hereby certify under�tls P er lies of perjury that the inforination provided above is true and correct. Signature: Date: Phone#: 508-567-6706 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/Li&jise# Issuing Authority(circle one): 1..Board of iealth 2 Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: 0 .RRl��}�//yyy ryy�/ /,y��•./ Office of Consumer Maim and:Bu roes"s'RegulatiQr 10 Park Plaza'-'Suite 5170 Boston, M ohusetts 021 i 6 Horne ImprovemQW)t1* ctor'Registration M. Type: Cofparazfori Registration: 180747 INSULATE 2 SAVE , INC. @Z- w EXOhfion. 1�2812018: 410 Grove St Fallrver, MA 02720. SCAT 4'e 20M-0QJ11 ilpdateAddres acrid r� tarn �rd Htartc i rsan tot"�cFaatage. ,;Ret���n+�t O rnpica��r►ent.fl E ost Card a _ ,_,.. �, , Office of Consufner Affsirs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registratlott i id fcrindtvidua4.use onlji TYPE:Corpcxation before the-expltetion.data, if found return to: Office of,Consumer Affjt arid`-Suslhe Reguiatlot�.' 80,7 7, {y�g�i 10 Park Plaza-Suite 5170 INSUI ATE 2 SAVE IN � e#_ _A:Q i16 Roland Langevn* 410 Grove St Faiiriver,MA 02720 Undersecretary Not vain withciut stgriature. y + • e • 2, p H °Y Ntass chusetts iJ+ p rtment ot.Ptitili' S00Y i 5+3ard of u,iidirig e uiti fxz ns e f`at ifdaid s Llcense::C,S-10386'1- ' . Constriucii6ns 96' e'i or ; FALL RIVER hW ii 1 y .a 4 . t: Gc�m5ior�er - ,�x'p'�rat��ri; e f �`� CERuTIFICATE OF LIABILITY INSURANCE DATE(MM/1D2YYYY)16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Anthony F. Cordeiro Insurance PHONE FAX 508 677-0407 A Ic. / No: (sos) 677-0409 171 Pleasant Street E-MAIL ADDRESS: hsouza@cordeiroinsurance.com ' Fall River, MA 02721 INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Liberty Mutual Insurance INSURED - I NSURER B: Insulate 2 Save, Inc. INSURERC: 410 Grove St. INSURERD: Fall River, MA 02720 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUER - - POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DDIY MM/DD/YYYY LIMITS A GENERAL LIABILITY y Y BKS 56418741 12/10/16 12/10/17 EACH OCCURRENCE _ $ 11000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED REME occurrence) $ 300,000 CLAIMS-MADE aOCCUR MED EXP(Any one person) $ 5 000 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ 2,000,000 X POLICY JE PRO-CT LOC $ ED A AUTOMOBILE LIABILITY Y Y $AA 56418741 12/10/16 12/10/17 EOMBWdentSINGLELIMIT $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS X AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Per accident A X UMBRELLA LIAB g OCCUR Y Y USO 56418741 12/10/16 12/10/17 EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000 DED RETENTION$ $ A WORKERS COMPENSATION XWS 56418741 12/l0/16 12/10/17 X WC STATUS OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 500,000 MI OFFICEREMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yyes,describe under DESCRIPTIO N OF OPERATIONS below E.L.DIS EASE-POLICY LIMIT $ 500,0w DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is regui red) "For Insurance Purposes Only" It CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: I RISE Engineering RISE5 Dupont Ave,South Yarmouth,MA 02664 ENGINEERING CONTRACT 508-568-1926 FAX 508-568-1933 Page 1 PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE NGCC-HMS ENGINEERING AND THE CUSTOMER FOR WORK AS DESCRIBED BELOW CUSTOMER PHONE DATE CLIENT# WORK ORDER Robert Woods (978)395-1737 06/12/2017 236553 03402 SERVICE STREET BILLING STREET 64 Southgate Drive 64 Southgate Drive SERVICE CRY,STATE,ZIP BILLING CITY,STATE,ZIP Hyannis,MA 02601 Hyannis,MA 02601 JOB DESCRIPTION AIR SEALING:Provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be performed $560.00 in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. Primary areas for sealing include air leakage to attics,basements,attached garages and other unheated areas(windows are not generally addressed.) (7)working hours. A reduction in cubic feet per minute(cfm)of air infiltration will occur,but the actual number of cfm is not guaranteed. ATTIC FLAT:Provide labor and materials to install a 11"layer of R40 Class 1 Cellulose added to(864)square feet of open attic space. $1,399.68 VENTILATION:Provide labor and materials to install(1)insulated exhaust hose to existing bathroom fan(s). $60.00 VENTILATION:Provide labor and materials to install ventilation chutes in(54)rafter bays to maintain air flow. $188.46 COMMON WALLS:Provide labor and materials to install 2"rigid board with the required fire rating to(48)square feet of common $184.80 wall area. BASEMENT CEILING:Provide labor and materials to install(134)linear feet of R-19 unfaced fiberglass insulation to the perimeter of $293.46 the basement ceiling at the house sill. RISE Engineering RS 5 Dupont Ave,South Yarmouth,MA 02664 ENGINEERING' CONTRACT 508-568-1926 FAX 508-568-1933 Page 2 PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE NGCC-HES ENGINEERING AND THE CUSTOMER FOR WORK AS DESCRIBED BELOW CUSTOMER PHONE DATE CLIENT# WORK ORDER Robert D Woods (978)395-1737 06/12/2017 236553 03402 SERVICE STREET BILLING STREET 64 Southgate Drive 64 Southgate Drive SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP Hyannis,MA 02601 Hyannis,MA 02601 JOB DESCRIPTION LIMITED TIME INCENTIVE:For a limited time,National Grid will waive the cap on their Insulation Incentive. RISE will reduce your -$100.00 cost by 75%on all the weatherization work outlined in this proposal.This special summer incentive is available to homeowners who sign their weatherization proposal before September 15,2017 and submitted to RISE by October 8,2017.All work must be installed by November 15,2017. National Grid will also offer an additional$100 incentive towards the weatherization work outlined in this proposal,amount not to exceed the dollar value of your co-pay.This special summer incentive is available to homeowners who sign their weatherization proposal before August 31,2017 and submitted to RISE by September 8,2017.All work must be installed by November 3,2017. Total is$2,686.40 Total: $2,586.40 Program Incentive: $2,154.80 Customer Total: $431.60 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Four Hundred Thirty-One &60/100 Dollars $431.60 UPON FINAL INSPE AN PPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL.INTErqE OF 1%WILL BE CHARGED MONTHLY ON ANY UNPAID BALAN FTER 30 D YS.SEE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,S ULING,AND CONTRACTOR REGISTRATION. AUT IZE NATURE-RISE n ring CUSTOMER ACCEPTANCE I NOTE:THIS CONTRACT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANCE ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS A D CONDITIONS ARE 30 DAYS SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE Barnstable Regfilatory Ser..wices 4 rurcaFna. Rc.har V:Sc.aG;,Direrlbr: u Inn Joiv sioz i aari P Yrf,.4odilditig C anuniskop6r LU(}Nfai€a Street",ff"yannis,Ivik 02601 rv�r?sv.tprvn haa.nstabe_rri us;_ Office: 508-S624038 F. 508-79 Taroperty owftcr M11A jf-Uino�- Builder Z. . - Insulate 2 Save. t actn m�re��a]f r4 Tool e-lic:es aai �.�l�rr�s �u� tie respoma slit Tc L tip �canL..7�{��al ixaspec �s ark pOr Mne. M,d aCc.. Pttc: _ Signature n;at u e of:.f vner „ t , if 1i D. CZ;F'�E1�23ti1�:f�1r:�+�1?F3.r23YfT�S].CJtt+PCJ'(�?:S" All Cape Insulation & SupplyInc Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report *6q Contractor: Kenney Builders Property Address: %South ate, Hyannis Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 9" 1430 R30 Flat Ceiling, Slope, Basement Ceiling Fiberglass Batts Owens Corning 61, 630 R19 Flat Ceiling & Slope Fiberglass Batts Owens Corning 5.5" 920 R21 Exterior Walls & Plates Fiberglass Batts Owens Corning 8.25" 220 R30 Slopes Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fire Safe Roxul Insulation Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Demilec Closed Cell Foam Demilec Storage room insulation covered with fire-rated poly. • t- Certified: w� i �� Date: Home Improvement Contractore istratlon#l°62656 Tr# 282518 P �- .. f';. kl E 3,310 Office: (508) 394-5700 (800) 626-9276.• Fax: (508) 394-2220 t 0/2,746 (f liz�- 85.42' ti596-3� SF 1� SNEO OEGK Q 0 19.5' CV M Q 0 0 FIRE 15 Q E�v 21.4' �XNONNG l\s NG 10 6 VIP 0 N ��`s DRAINAGE 0 002 EASEMENT R'VE ,s 755gGAT5 D __--------- soVTH FOUNDATION PLOT PLAN DCE 015-196 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 64 SOUTHGATE DRIVE, HYANNIS, MA SCALE 1" _ . 20' DATE : 1 0-27-2016 PREPARED FOR: REFERENCE : MAP 306 PARCEL 276 ROBERT ' s -N WOODS DB 10378 PG 1 ti o� DANIEL I HEREBY CERTIFY THAT THE STRUCTURE A. SHOWN ON THIS PLAN IS LOCATED ON THE 00 OJALA in GROUND AS SHOWN HEREON. No.40980 . � P oft 508-362-4541 FESS��a O . fox 508 362-9880 �,9Nn n U down cape engineering, Inc. CIVIL ENGINEERS ------------ ---------------- ____ — LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR TOWN OF BAANSTABLE Permit wNo ______ •4 _ �a tt Tom..,,. . B . i DPDD ' `Y illl(�,IIIg' In .3 �2s•. STPD6 ." Cash -,OCCU PANCY 'PERMIT' Bond" i"No building nor structure. shall be-�ereeted,'and no'land;building or structure shall be ' „-used for a new, different, changed, or. enlarged use,.without a• Building Permit therefor µ first having been obtained 'from'the Building Inspector:No building shall.be occupied until a ' • -certificate of occupancy has been issued by the Building Inspector." Issued,to. 'Address ; ;D J��1J ( 71 (e . Greenbrier, �i'C 7c. 9 lit Scbr eDr ive, :zii .- Y Wiring Inspector �.. Inspection'date Plumbing Inspect4/ Inspection date i r Gas Inspector Cr�{f� _ i r,L .r' -` T,Iuspection date Py ?" Engineering Department p Insectibi%d ate YAK s i' .G✓)!�>: wir i+ f r�* .}•,• a THIS PERMIT,r,WILE.:YN,OH`BE•_VALH), AND THE-BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNEDi'BX THE,.BUILDING:4INSPECTOR UPON SATISFACTORY"- COMPLIANCE WITH TOWN REQUIREMENTS. 7 Building Inssipector _ �• .�. �: a ,FCC. � t- J. r: a t w i ..I i .t c ,, : / :c .t t 4: Y ��✓ 1, y :f . . - . I I . .� �: - - .'�'.," -�"; ,, i - - ,-I _�. ,I '� . . - . � . . .I.. ��. , " ,. , .1,. :, �:�1 1 . � � . .1, ,,-;�,�_ ,�:���i,, ;,�,J,-, �,.,, ., - . . ,�'i, 1, . . . ., I �. — . , .� - , % �A _ . ,, ,�� . �"I I li�1. . " * I. . .... .. , : . . ":.., ., ,. % ,��I �. k�-:. , , ���, , .,, 1,,_� `1za. .. 1. . � , . I.� " ' . 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'' �`� 4 Sf 'CERTIFIED PLOT PLAN tom,, .•1r. �* i5 99 0 HG l T ! t/-•:. r r- o t NEW CONSTRUCTION ONLY�.y. a . . ��4' p�' t, -'"- // """"., TOP OF FOUNDATION 1S:._.,_", E '�%• �v '£d ABOVE LOW POINT OF AQJAOE�IT ,7,4�,.. _ _ " li STA L J4 AS$* ROAD.-.( AG r-r PAvt� CA4>�' '•,tfr u NCALEI / "=Sv r DATES 10/i6lo/ rret�l2r!la` i CERTIRY:THAT THE Fv i/nlU�4Tr� E O U wr, : : _,� SHOWN .ON ' T413 PLAN IS LO'CATEQ E•QI$TERE , RE018TER D ,f . 3 ;ON 'THE RROUND A8 INDICATED AND k °"�' THE ZONINB lAW9 CIVIL LAND ` 11, ,} COAII�ORM9 TO ENGINEER 8URYE OR , ok � . *+ RNSTA E, 88.. 712 MAI ST. Y �}:tea "'to`tq.�� } � - N v r., .: - .� HYA,NNISiaB , BET. ' ,� DATE C _ ®. LAND SURVEYOR ...,..,,.' a _;.: .,, r, 4,Y .,.:.'..:, .....,�.:, .,x.�, aX..4.: ,.,..+t„w"-�.'�K w-z,m, pv., ?.. i�'if:°?!".!".`,. s+",.?"Nw!?3+�L 2�+- ,uRt+.,.m......,. +.c; _ 0 Assessor's map and lot number . 4rL� Et THE ` � � 'lC SYSTEM MUD.. ' ��� d jBE Sewage Permit number ��� .'........ ...... � i ro f PLAN • ✓ 1 WITH H TITLE.6,E C Z BAHHSTIIDLE, i House number .. ...�.! i 9� MAee f TOWN OF BA-RNSTABLE"' , , r r it , BUILDING INSPECTOR APPLICATION -FOR 'PERMIT TO J.J..." �.1.. .... .............. . ........ . . �,� TYPE OF CONSTRUCTION ........... `....1�C�:1�......... - .................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information:: / Location .......................C.. ...................... Proposed Use .................. 1..../ _ ....................... lt� ZoningDistrict '-� .............................Fire District ' �...........I.......... ......1......... .......... .............................................................. Name of Owner ........... �� � ... dress............. . ..+ ...S..... ..® C_e`fit- -r? .of .... Name of Builder ...................... � ...................Address Nameof Architect ..................................................................Address .............................................`....................................... Number of Rooms ..................................................................Foundation ............. .... 9 _ Roofing J - _ Exierior .......Ce. .. .......... .... ...L..?�................. g ......... .y1 ...... ....E.. :..... .. .. ................ Floors :' '....�............ .................Interior ....................... .. .. ...-E'. .1) .f.1......:........ ............. ........ ....... ,/ v C' ��` Heating ....1c.... /1.�...............Plumbing .............. ....................... ......... ....��.... .... Fireplace ............................ ............................................... Approximate Cost ............... .. ..�7. .. ...........,........ Definitive Plan Approved by Planning Board ------- 3;o-7---------19_�i. �Area .......:........v..` ....!............ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH r t I hereby agree to conform to all the Rules and Regulations of the Town of Barnst we.yegarding the ve construction. �// ✓,/ Name .........��!(r :. .... . ..�f�..'.. .��`� ................. GREENBRIER CORP. 23616 O�.n St ry No ................ Permit for ........... ..... .................. ..... .................. Si-ngle Family Dwe�l/ng ................................................................................. Location L.o.-t...#.2.4......6.4...S.out.'hga.te....Dr. .. .. .. ....... ....... .... .... Hyannis r ............................................................................... Greenbrier Corp.-- Owner ....................... ............ Frame • Type of Construction. .......................................... A ................................................................................ Plot .... ...................... Lot ................................ November 5, Permit Granted ... ........................ ..........19 Date of Inspection ...19 Date Completed .............../:/ ...ig?T 7 PERMIT REFUSED 19. .................................................. ................I.......................... .............................. ........................................I ...... ................................ ........... APP�oved .......................... .. ..... 19 ........................................................................... 71 .............. Assessor's map and lot number /�.. �� /..��!!J'Q yoFTHEto� Sewage Permit number Z BARNSTABLE. i House number .. ...6.4.......................................:................. 90o M639 0� 0 TOWN OF BARN�STABLE BUILDING ` INSPECTOR APPLICATION FOR PERMIT TO .......... .. ' .. ✓ � �.1.............. ..hf/`�. ..............�. TYPE OF CONSTRUCTION ............ D�. ......... +� j '� ................................................................. ��{{�1� �/ ........... .PC.!...............................19. irf TO THE INSPECTOR OF BUILDINGS: undersignedThe y p� p according �� g information: ..a......... .�'� ....!.............. . :a'. l')1 ............ Locatio hereby applies for permit ac or in to following� �.�� 12s.. �^�.. • 771, ProposedUse ................. .C- . .... r ... i .2?,r.... .1!:......... .,........ ......... ......... . ........ ........ ... Zoning District .......................... .. ...................................Fire District .......... /?hew S .......................................... Name of Owner ...........',' !'i 7'-7!✓ n.'., `��`... /Address .......... -?. k l •.. .... t7 f,/,�•�f „<?1�i1 / ,'�. Name of Builder .......................".................... .... ...................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..................................................................Foundation ............. ....... ..K/ C/' � C� ..... . / /f ................................ . Exterior .......r..e....�..................�..i.���....................Roofing ...........7 ?`.5 d7�.��:....�...�................... Floor ............. :::..- .,, ...... .....:.. �' Interior .............................,... ..... ................ Heating ................... 1 ... .... ...t...r S...............Plumbing ................... ��. Fireplace I..................................................Approximate Cost ... t Definitive Plan Approved by Planning Board _____-- _1-_�------19 //0U�Area ; .�''...�......_... Diagram of Lot and Building with Dimensions ...........Fee �,.. .� .......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH h �� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... ....... ;........................... r GREENBRIER CORP. A=3 6 No 23616 sPermit for ...One Stor Y Single Family Dwelling ........................................................... ....... .......... Location „Lot #24 6.4 Sout to Dr. Hyannis ............................................................................... Owner ......Greenbrier Corporation ; ........................................................... Type of Construction Fr.ame .... .............................. .................................................. ............................ Plot ............................ ................................ , Permit Granted November 5, 19 $1 ............................... Date of Insp ction ....................................19 Date Co pleted ......................................19 RMIT REFUSED ................................................................ 19 ............................................................................... ..........�/�. ...................... Approved ................................................ 19 ............................................................................... Town of Barnstable v ti Regulatory Services M i t * BARNSCABLE. y Mnss g Thomas F.Geiler,Director �A 039. ♦0 TEo,,,ot° Building Division Peter F.DiMatteo,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE. $ c— ' ®� SHED REGISTRATION ff 120 square feet or less S/w, h e ltV-t Ak Pk Location of shed(address) Villag �) O�cpV4 f-).t kOvIee-, Property owner's name Telephone number Size of Shed Map/Parcel# C� �fk� c� Signature Date hill-- Hyannis Main Street Waterfront Historic District? C Old King's Highway Historic District Commission jurisdiction? ry C Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 �L (Encv- , � y I 401 jOINfl fi({U/10WAY, A1A.0184S- 3522 IEi_:(978) FAX:(978) 837-3336 MORTGAGER: WOODS, ROB(ERT D & MAUREEN P DEED REF: 1037811 LOCATION: 64 SOUTHGATE DRIVE PLAN REF: 357114 CITY, STATE: BARNSTABLE (HYANNIS), MA SCALE. 1" = 20' DATE: 2001/04/02 .JOB #: 20102368 �.� LOT 25 1 LO 24 N 11;i SF- Iq LOT 23 20 - �11AGI souarN re �y MOWS CERTIFIED TO: NORTHERN MASS TELEPHONE WORKERS CU f1uuJ I.u.ud.un..111{S bY{.fl Ju Wrminvd 4r+�olr duJ uf.no nocvFKNrity Loccuruto. ur{m usumlUvY pIJN aw is s•w,i by TWO b—vuy IRA 6) . 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I tI �r � s�•b:�,.,�K, fa(r`-� f._t' /•1i-'N)sic.=F'IEe1 V0r-ojiSH ) v M+vc?a �r.�vEis . coy�rx.i:. - �GrE'lJEfZ<Z Nis.:. � �j i a .. - CjcL�L •Ify.,{. _ 5rli[.r 7 SY'_f�-E'•^— — — — I'':ll.--� WOOP5 64 50UTH6AT bPIVF W HYAN N 15., MAco Ql\ W o in High Wind Areas:110 mph Wind Z i AWC Guide to Wood Constructiong re p o O N R REQUIREMENTS SHEARWALL PANEL NAILING SCHEDULE SUMMARY OF CONSTRUCTION EO Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) 0 P 5TAN12APP FFAMING CONNECTION MQUIFFWNT5: 1.1 5COM LOAIVEAPING WALL CONNECTIONS WIND 5FEE0(5-5EC,GU5f) 110 MPH X LATERAL(#Ibd COMMON NA I,5) 2 X 6 MYWOOP NALEP WITH 8d COMMON OR CaVANIZEV WX NAlL5 AT I— FOLLOW�QUIPEMENf5 OF fAPLE 2 FROM VVFCM MANUAL, WNI2 EXFOSLL'E CATEGORY L x NON-LOAMAEING WALL COMCTION5 12 6"O.C.AT TIf E19GE5 ANV 12"O.C.IN TW.FIELV. co LATERAL(#Ibd COMMON NAIL5) 2 X 4_ 1.2 AFMICAPLITY LOAD LEAPING WALL OPENINGS F47 IV.211 PLYWOOV NAU.EV WITH Bd COMMON OR GALVANIZEV OOX NAL5 Al- J —� FLOOR CON5TFlJCTION FEQUIFEMENf5: NUMBER Of 5TOPIE5 2 STORIES 5 2 51OM5 x HEAVER 511AN5 8 R 5 in.5 II-ft x V121 4"O.C.AT fW EPCE5 ANV 12"O.C.IN TFE FIELP, 1 POOF PITCH 1 I:I2 512:12 X SILL PLATE SPAN5 O f!'O 1n.5 II-ft X FIP5T TWO J015T PAY5 OF TIE FLOOD F,AMING FROM EACH GAPLE END MEAN ROOF FE1L ff 17 R 5 55' x FU L HEICNf 5TU�5 - 3 x .'%2'PLYWOOV NALEO WITH 8d COMMON OF GPLVANIZEO COX NA115 AT V fO It PLOCKED WITH TJI FLOCKING OP 2z LUMFER 4-ft ON CENlEP FOP PULVING WIVTH,W z2 R 5 8o' X NON-LOAV LEAPING WALL OPENIN65 V121 5"O.C.AT Ti-E EVa5 ANP 12"O.G.IN THE FELO. LU LUILVING LENGTH,L 24 R 5 60, X &AM 5PAN5 8 R 6 in.512-ft X = I - fhE LENGTH OF TI-E J0I5f. SHEATHING fO FE NAILED IN ACCOkVANCE %ILPING A5MCf PA110(L/W) 1.09 5 5:1 X 5LL PLATE 5PAN5 6 ft'..O in,512-R X NOTE:FOP MYWOOV 5N:AR WALL5 U5TEV ABOVE,8d COMMON OR (� WfH fAPLE 2 (8d.NAIL5,6"SPACING Af TIE�19GE5 ANL9 0 SPACING IN Nomm I�E1GHr OF fALLE5r OPENING 6'6 :56.8" x FLLL HEICW 5TLV5(NO.OF 51,1175) 5 x GALVANIZEV LOX NAL5 -(0,151 a 2A"). GUN NAIL5 MATCHING TfE NAIL U W 11 E FIELD). Emmm WALL 51�EATHING TO M5I5f uMIFf ANP 51 EAR 5O f"OL151.Y PIAMETEP ANV LENGTH MAY LE lgEO A5 A SLf35fITUTE, O 1.5 FRAMING CONNECTION5 MINIMUM CWLPING PIMEWON(W) NOTE:ALL PLYW000 f0 CE RLN VERTICAL FROM 5LL PLATE f0 AT 6ENERAL COMPLIANCE WITH FRAMING CONWCTiON5 x ff16K OF TALLE5f OPENING b18" 5 6.8" X EXTERIOR WALL FEQUIREMENfS: LEA5f 2"IWO THE 5ECONV FLOOR LOX ON TWO 5TOPY CUILI NG5 OR TO a SfEATHING TYPE WSF X Tit POLME TOP PLATE IN SINGLE 5TOFY CULPING5, U59 2 POW5 OF 2.1 FOUNDATION EVGE NAIL SPACING 6 in, X NA1L5 SPALEO 3"ON CENTER SfPLGEPEV AT 1FE f01'ANCJ COffOM OF ALL EXT MOP WALL STUDS TO It 2,6 Af 16"ON CENTER. TIf DOUPLE FOIWOATiON WALL5 MEET MO.OF 760 CMR 9404.1-CONCRETE X FIELP NAL 5FACING 12 in. X NO. REVISION/ISSUE DATE YW 5FEEf PEP PIGURE 4 IN 11-E(ACKLI5f, # EPLN PL OOP 51fAP CONNECTION< Ibd/ft) 3 X fOP PLATES ON fI�E EXTEPIOR WALLS TO HAVE A MAXIMUM SPLICE LENGTH _ OF 2 FEET AND SPLICES TO GE NAlLE19 Vv1TN 8-I6d NAJLS IN ACCOFDAIJCE 2.2 ANC 40M TO POLNOATiONI3 MEENf FLLL-I�EICW 5EATHN6 O % OK WIfH1V1 E6INTIfWFCM110/PPOOKLET, MECWNICHORLaf51MLAN&TE TIVEINOPR�TARY 97FOPaFENIN65 >6'e" X SOLE PLATE CONNECTION SCHEDULE NECNANICAL ANCI�PS AS AN ALTER1lAfIVE IN CONCPEiE Of➢Y MA(IMUM LUILVNG PIMEN51ON(L) I-EI6WOFTALLE5fOMNIN6 6'8" 568" X PROJECT ADDRESS: POOF FPAMINGPEQUIPEMENf5: 44 in.o,c, X 5FEATHIN6TYPE W5P X Oaf 5FACING FROM ENP/JOINT OF PLATE 9 m,5e-12 X EVGE MAIL5PACING 6 in. X CONNECTION TO FLOOR RIM BOARD RAFtIZ CONNECTION TO TH;fOP PLATE REQUIRES 51MP50N H2.5A LOLf EMLEPMEN`-CONCRETE 7 in.>7" X FIELP NAIL 5FACIN6 12 in: X INUWICANE CUPS WITH 2X PLOCKING MTVVEEN J015f PAY-5 fM NAILED fO PLATE WA5 l? (FIG 5) >_5"X 3"X X" X 5IfAP CONNECi1ON(#16d/ft) 5 X WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 64 SOUMGA7E t7pl 11 P)AFTEP AND TOP PLATS NTH10d NAILS PEP PAY, IF FLOCKING IS 5.1,P MPaNf FLLl_4fI6W 5HEATHING 56 x X LooPs 5%POR aPENINGs >6'6" x b 171 12 (3)-16d COMMON NAILS PER 16" HYANIQ5,IAA NOf M51PE19,SIMP50N H-IOA OP H-14A HUITICANE CLIP5 CAN PE FLOOR PPAMNG MEMCER 5PAN5 CHECKED z _ WALL GliPMING 5U1351ITUTEI7 AND IN5%LE19 ON EVERY FAFTEF VATNM PLOCKING, ALL MAXIMUM FLOOR OPENING PKI,510N I I ft s 12-ft x RATEP FOR IMNP 5MEP? x CLIP5 TO It IN5f&L IN ACCOPDANCE WITH 51MP50N F. C/UIPEMENT5, FU-L If 6 f WALL 5W5 AT FLOOR OPENINGS MOMENT FRAME U5EV YE5 4 12 (3)-16d COMMON NAILS PER 16" LE551HAN 2'PPOM EXTERIOR WALL X. MAX,FLOOR J015f SETBACKS 5LFPOPTIN6 5d ROOF5 COI-LAP..fIE5 ARE�QUIFE19 IN TFE UPPED THIPn OF'Ilf POOF RAFTERS j (4)-16d COMMON NAILS PER 16" LOAV LEAPING OR SMEAR WALLS N/A ft 5 d N/A ROOF FP.AMING MEMCER SPANS CFECKEO? X 12 � AN17 At fO PE N&W\MfH(5) IOd NAIL5 PEP 5119E OR U5E 9MP50N MAX.CANTiLEVEMO J015T5 5LPPOPTiNG POOF OVERHANG I ft 5 5MALLEP OF 2-ft oR L/5 x L5M 18 STRAWS FFOM RAFTER fO FAFTEP OVER TI E FI196E POAPV. LOAV LEAPING OR SHEAP WA15 N/A ft:5 d N/A TR1r,5 OR RAFTER CONNECnON5 ATLOAP LEAPING WALL5 CONNECTION TO CONCRETE FOUNDATION FLOOR PF.ACING AT ENVWALL5 " X PROPRIETARY COWCTOPS POOF SHEATHING f0 FE NAlLE19 USING 8d OF,EQUIVALENT NAILS 6"ON FLOOR SHEATNIiJG TYPE X UPLIFT U- 269 of X FOUNDATION SILL PLATE CONNECTION TO CONCRETE w . CENTER Af TI-t E19GE5,6"ON CENTEP IN TH:FELD, THE FIRST TVA/O PAY5 FLOOR 5WATHIN6 T iaW55 3/4 in. X LATERAL L= I�6 of X D/Amcmor DOLT5 AT 44"O.G.. GE1tVEEN FAFTEF5 Aft�QUIFEP TO PE FLOMP 4 FEEL ON CENTEP AT FLOOR HEAmING FASiENING SMEAR 5-�7 df x M c CC E N Z E E 8 d NAIL5 Af 6 in.E122/ I2 in.FELP X MCC,5fRAP5(iF COLLAR TiE5 NOT LrtO) f- 194 pff x NOTE:ANcl10,P DOL7-5 eEFERENGeD A60Ve ro or n'D/RMerE,F A70Y E N G I N E E R I N G ALLGAPEEN195PEPTNEVUFCM, GADLERPKEOLtn.00KEP I ft55MALLEROF2-iT L/2 X SreeLANcnoPDOLrSWIr/13 c3 x 'PLAT2WA5f1eR5Wlrli9"M/Nl(9UM CONSULTANTS 4.1 WALLS TR I55OR RAFTER CONNECTIONS Af NON-LOAVLEAPING WPLL5 eMDeDMeN7/NrO GONGI'ere. LIMIfAilON5 ANP CONTF.ACfOR M5PON50LIt1E5: WALL wlair PKOPPIETARY CONWCfORs x LOAVCEARINGWALL5 8 ft 510, X UPLIFT N/A 1279 MILLSTONE ROAD NON-LOAVLEARINGWALL5 14 ft 5 rzAf. 2o' x LATE (#16d COMMON N&5) N/A SHEARWALL CONSTRUCTION THE CONITRA m MU5f ivER TO Tit TAPLE5 ANP 1`I6Uff5 VVITHIN THE WALL 511 V 5PACIN66 I6 fin.5 24"ox. x BREWSTER,MA 02631 POOR SHEAIHNG TYPE wsP x 774 353-2144 WFCM 110 MPH EXP05UM F POOKLEf FOP ILLU51PA11ON5 AN19 WALL 5TOPY OFF5ET5 N/A ft 5 d NIA ROOF SHEATHING 1HCKNE55 7/16 in.z 7/Ib"W5P X PEQUIFEMv;Nf519I5CU55E19 WITHIN TH15 5UMMA;Y, Al CONNEC11ON5 AN19 ROOF 5HEATHING FA5IENIN6 8d 6/6 x I-ALL TI-E W ALLS f0 HAVE VOUf11 E fOP PLATES ANV POLG3I E 2X STWS AT EACH NAILING MU5T MEET THE IEQUIMM%5&FEIN AN19 A51LLU5TFATW IN 4.2 ExTWOO 5TLV5 NOM5: ENP GP Tl E WALL• W0017 S11ID5 I.TH15 bfCM15f SHN.L IV MET IN If5 ENTIRETY TO COMPLY WI1N Tlf MQUIMMENT5 OF TI E GOOKI Ef IN OF19EF f0 PE IN COMPLIANCE WITH ilk PIJILI7ING CODE, 2 PAGE NAIL POLELE TOP PLATES w/Ibd NAILS AT I6"O.C. LOP013EP,PIN6 WALLS Z z 6 - 8 ft 2 h X 760 CMR 5501,211 ITEM I.IF THE LHECKLKf IS MET`IN 115 EN11REtY iHEN THE FOLLOWING fit CONTFACfOP 15 M5PON5113LE TO EN5UM ALL CONNECTIONS, NON-GEARING wA 15 2 z 6 - 14 ft 4 in, X METAL 5TRAP5 ANV 1-at2 POWN5 ARE NOT MOUIM17 PER a WPCM 110 MPH 61,110E: NAILING,AND ANCHOR POLf5 A°.E VI%LE fO THE IN5nCfOF AT THE TiME GAPLE EW WALL GRACING y 5 NAILING OF SHEATHIfJG f0 9 CONiINLEO N3pVE AND LELOW ALL OPEIJINGS IN OF TIE FRAMING INSPECTION/FOUNDATION IN5MC11ON,.TE FU-L HEIGHI(ENOWALL 5TLV5 X 6.a.2 0 C STRAPS FER FIGUPE. SHEARW�L GALE 51PAP5 PEP FIGIn II CONTP.ACfOR MU5f MI'EffNCE THE 5IMP50H STRONG TIE C-2014 GYP5UM CELI`6 LENGTH 100 7 >t 0.9W X c,LPLIFf 5TRAP5 PER P16M 14 � c Ib'SPACING WITH 2 X 4 �d.ALL STRAPS PER FIGLl�17 4-AtfALl100L7�LE ZX S71XI5 ANV LI,ILf-LP CORNEA 5rL975 Af SHEAPWALL EM75 WM1 ' CATALOG FOP ALL STRAP,HANGAR,AND TIE IN5TALLA11ON MOURN NfS I X 5 GELING FLING STRIPS (2)Ibd NAIL5 Af 6"O.C.FOP ATTIC/5ECONP FLOOR 5HEARWALL5 AW(2)16d �/ CLOCKING e 4 IL 5PACIN6 IN ENV J015f/TRUS5 CAY5 x e,CORNEP 5TUP HOLY 0oWN5 PEP FICALM 18A ANV FIGI.M 180 rF (�/ AND I_M fAfION5, 1HI5190CUMENf AND THE AffACHMENT5 A5 WELL A5 A WL5 AT 4"O.C.5fACaMV FOR FIP5f FLOOD sHEAPwALLs. II V�.131-E TOP MATE Z.TFE COffOM 5LL PLATE IN EXTERIOR WPI.LS SHALL CE A MININ�llM 2 IN.NOMINAL `3p .� COPY OF TI-E WFCM FOOKLEf MU5f ACCOMPANY&I,51 5 OF PLAN5 5PLICE LENGTH 2 ft x mlca E55 PPE551 rREATEP z GRATx. �!�T a 9UFMIft[9 fO TFE FUIL19ING 19EPARfMENf AN19 ISSUED fO THE SPLICE CONNEC110H(#160 COMMON NA1L5) 6 X 3,5EE CIfaLI5f 5WAPWALL CON5TPUCTION PETAL FOP 5WARWALL CON5TMCTiON KING AND JACK STUD REQUIREMENTS Eo �d CONTPALfOP/5UPCONTFACf0F5 UNLE55J E FLAN5 AT UP19ATE19 NTH NOTE5 ANP MfAlL5 THAT REFLECT 11-C FEQUIeWNf5 STATED IN TH5 THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY SAPAn JANE PO,PTEP AND WAS BASED ON THE FLOOR #OF KING AN19 JACK 5TU195 AT OPENIN65, USE 2K,IJ IF NOT PLANS AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY.RENDER THE X K,X J N01ED OTI-E"5E SHEET DOCUMENT AND ATTACHMENTS, ,Tosu: 1s-o29. REQUIREMENTS OUTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE DATE: 01-27-2016 CS 1_Q REQUIREMENTS OF THE WIND DESIGN. SCALE: NONE CHECKLIST SHEARWALL CONSTRUCTION STRUCTURAL RIDGE BEAM 1.FROM Vae51orwnuWFCMMANU&110 MPH EXP,0At\V LOCATION OFWALL SE ND FLOOR AND INTERIOR HOLDDOWNS FOUNDATION HOLDDOWNS `W SI•EATMNG AW 6WLIAN6 ASPECT RAi10,DETERMINE PERCENT FLLI.-I•EI6HT 5I•MATI9NG r AND NAIL SPACING WQUIR M Nf5 1,5fA 5TRAP C 16"O.C. O (PER GSN) (1)-C51\IN5 STRAP W/(26)8d (0.151 x 2y"LONG)N&5 WiTH 5TRAP APPLIED I B7U4-5D52.5 W/55f020 ANCHOR Oaf PLACED DEFOM FOIE.Alf f0 FOUNDATION 2.WOOD 5TRUCUAL PANELS SHALL BE MINIMUM THICKNESS OF 7/16"AND PE IO PlffCSY F ING MEMOER5.PROVIDE HALF OF TI•E NUMBER OF NAL5 SPECIFIED ®W/APPLICABLE ANG-IMMATE.U5E CN4 COU W NUT MVMN PGLT AND Z INSTALLED AS FOI LOVS: ROOF,SHEATWNG Af EACH E 51P CUT SMALL SLOE IN FLOOR 5hEA1NING AND AffACN STRAP f0 RIDGE POA'JD/OEAM fl aEAf)ED ROD INfO NGLDPNN. J (5) 10d PALS LVL PEAMVL BLO IN DETWEEN fJl FLOOR JOI5f5 IN FLOOR FRAMING BELOW. a. PANEL5 5HN"L PE INSTALLED NTH 5TMN6TH AXI5 PARALLEL fO 5TLV5. CONNECTKING tO TJI T WE051MTH H.6 412 FACE MOUNT HAV,aR. PROVIDE HAO-5D52,5 W/55T628 ANCHOR POLT FLACEI?MP FOUR,ATTACH f0 FOUNDATION Q' EALH END PACKER BG IN TJI J015f PER MWACTLRER'5 SPECIFICATIONS, ®W/APPLICABLE AN(IHORMAM,U�CN4 COLIKER P fMM ANCHOR OGLE AND 6,ALL HORIZONfALL JOINTS SHALL OCCUR OVER AND OE NAILED fO FRAMING. fHMA7ED ROD INFO HaPOWN. = O (2)-C5IL STRAP W/(26)8 0.151 x 2y"LONG)NA1L5 WTH 5fRAP APPLIED c,ON 5INGLE 5fORY CON5T?UC110N,PWL5 5HA-L PE AffACi• l?TO POTfOM +++++ +++++ DIffCTLY FRAMING MEMFER5.PR HALF OF TI•E NUMBER OF NAL55PECIFIED HDUI4-5D52.h ATTAC ED TO 6x6 DOU a -IR POSE W/ 50100 ANCHOR POLE PLACED PLATES AiJD TOP MEMOER OF TPE DOUmI E TOP PLATE, Ai EALN E STRAP. CUf SMALL SLOE IN OR 51 EAIHING ANp AffALN SiPAP 10MFOW-FOI R.AffACH f0 FORM WO TH APPLICABLE ANCHORMATE.U5E CM I"ALnRNATE LVL PEAMVL BLOCKING IN BETWEEN fJl FL JOISTS IN FLOOR FRAMING PELC7W. COUPLER NLtf BETWEEN ANCNOR f AN7 I"it�A)ED ROD INTO HC\DOVN. A ON TWO 5TORY CON5MUCTION•UPPER PANEL5 SHALL DE ATTACHED TO TFE CONNECTKING f0 TJI J015f VE05 WtM HUS 41 E MOUNfHAIM. PROVIDETOP MEMOER OF TIE UPPER DOUPLE TOP PLATE AD TO BAND J015f Af PACKER FG IN 1JI J015F MP PER MAN EACfId'J;R' CIFICA(ION5. BOffOM OP PANEL.UPPER AfTACHMeW OF LOVER PANEL SHALL BE MA)E f0 BAND J015T AND LOMP AfTACHMENf MATE TO LOWE5T PLATE Af FIR51 FLOOR Z ALTERNATE:AffACH OPP051NG RAFTERS v/ PRAMING, MLOW RIDGE OEAM OR RIDGE FOAM WIN 2 x 4 LEGEND COLLAR f1E A5 511". RIDGE 51P.AP5 NOT e.HORIZONM NAL 5PACIN6 AT DOUPLE TOP PLATE5.BAND J015f5,AND REQUIMZ M•EN U51N6 A COLLAR TIE. p p OpA1E SI AP.INALL. CONtINI,�pLYW00n AI30Vl ANn 6ELOW ' 61PMR5 5HALL BE A DOUFLE ROW OF 8D%AGGEMV AT 5 INCIf5 ON CENTER Q 5 fAIMALL TYPE • I 5WA061ALL HOLnnOW E V ` FER FIGURE5 PELOW:VEP ICPL AND HORIZONTAL NAILING FOR PANEL I O I OnNING WI1N NAILING ACCOPPING TO 5MCIF En 51-fPd?WAl TYP' - Z ATTACHMENT c O RAFTER TO TOP PLATE 1O 5fARW&LG�n�iNE --o-- sHEApwALL x� #OFKw6AN12 JACK 5095AfOMNINGs V yERrIGAL AND HOPIZONTAL NALlN6 FOR PANEL ATTAGYMENT w PROFILE VIEW --3 WHEN Tl1/5 EDGE RE5T5 ON w FPAM/N6 USE 8d NPoL5 AT G"OL. ROGF%fATIHING EDGE PALING (SUBSERVIENT TO APA -HOOF BV ENGINE D wooO ASSOdA710 V) PIMDOARD Q C- 2X GI OCKING OETWEEN DOUDLETOP PLAT RIM ARD 5/7EATl7/N6 FILLER RA`TER5(NOTCH FOR C/PREOU/PEDJ NO. REVISIOWISSUE DATE VEMILA11ON IF MQUIRED. 1"1/N.3"X 1/4"11EADEP OR AS PEG/Fl 2 U� REFER TOARCMTECfURAL nrr,�k crccr�r�w•w-_rrc�.cnr•.wcr.rr.•a.ti•cic+r:s: L5TAZ45TPAP W PLAN5 FOR MOM IWOJ 0 L5TA24STRAPON51DEP GE OF (INSIDc FACE OFWALL) t� Q WALL)tYIEADEP TO CZ)Zx6 CZ)Z G ITEADER TO CZ)2xG u FASTEN roPPLArero PROJECT ADDRESS: . �°.. 17EADERWlT17(Z).POWS OF lGd FASTEN 5/7EATl7/N6 TO 17 EP ti 5/NKEE'NAILS Ar 3"O.G. e W1Tfl 8d GOMI'10N OP GAL IZED FORA PANEL 5 GE Lu ro DOX NA/L5/A/3 GPIO PA PN ClF NEEDED),PANE (i}SULtMGATE 17pIV� W H2,5A<INSfA L PRIOR f0 FRAMIN°6vC5TUD5,DLOGK/ 6AND DLOGKED,ANDDE ZGFRAMING HYMINIS,MA %i STPUGTU AL 5/LL5)7?P. OGGURW/T17/N 24"OF Ol OCKING AND i'I YWOOD PANEL 511E lTlN6 MlD"l7ElGItT OF MALL. D01�3LE 2X TOP PLATE 51 EAiWNG)ALTERNATE:H2A MIN.Z"xZ"r/�'PLATEWAS/1 R DLCGKlNG 5f7ALL DE 5T11D IiOLDOWN REAM NAILED W/TY1 C3)16d DOODLE EDGE Y IF 5HOWN ON PLAN: 5/NKERS �►— PANEL NAIL 5PAGIN6 14 T17D14 YDLDOWN 5/5'DIA./NGYIOP DOLT ELEVATION VIEW M/N,EMDEDMENr) DE EI-EV117 ROOF P MOMENT FRAME CONSTRUCTION DETAIL EXAMPLE ONLY NOT TO SCALE E NKEN'Z�`E 2XBLOCKUNGBETWEEN PER PEP PLAAN - � f � Ef�GNEERING RAFTEt s<NorCH FOR CONSULTANTS VENTILATION IF MQUIPFD, Wa NAILING �•.1.a.it � L�'AN vREFER f0 A?CWTECIURAL GONSTPIJGTION NOTES.•PLAN5FORMM[WO.> 1279 MILLSTONE ROAD W o PPOVlDEPLATE vcoNrPAcrORrovEPirrALL gREWSTER,MA02631 NQ AND MOMENTGONSTP°UGTION.IORTOq) (774)353-2144 � PROV/DE PLArE AND GONNEGTION.19OU IXE 2X TOP PLATE OMeNTGONNEGr/ON. FAOP/GATOP TO Z)ED6E D15TANGE OFAN/GYIOR'14 FADR/GATOR ro PRoviDE DETAILvE ° PROVIDE-DETAIL DOLTS TO GONGRETE TO DE ZZ5" PLlrGll PLATE(1)9rEEL ,ll"W/(Z)LVL ha'x i1�"H2.5A(IN5fALL PROR 10 CLOCKING AND PLYWOOD 1755 P05r A5 1155 P05T A5 SPEGIFIED 3)USE 5ET GONGPETE EPDXYFOP A8" SWEAfI ING)ALTERNATE:HZA 2X 57UD SPEGIFIED DR/LLED ANGiTOR DOLTSOASE PLATE A5 5PEG/FIED11"x8"x r DASE PLATEDA5E PL✓iTE A5 tO* ° o ° o SPEGIFIED ' PANEL EDGE "min .,. .. PANEL A, Q 0 DOODLE NAIL EDGE SPAG/N6 DErNL y. r JOB#. 16-029 SHEET DATE: 01-27-2016 CS1.1 SCALE: NONE I � Qin � West Main St. i 0 m j Pie a w O V Oak +) Locus osn old St. t �r JO ceon 4ue I II aYNa Ring Nan ticket o Sound L o LO CUS MAP i SCALE 1"=2000'f i ASSESSORS MAP 306 PARCEL 276 LOCUS IS WITHIN FEMA FLOOD ZONE X AS PER FEMA PANEL 25001 CO568J EFF. 7/16/14 j 11 5ssf sF `�2' VERTICAL DATUM ASSUMED (BARN. GIS) x 1.88 x 21.79 ZONING SUMMARY 1 x 20.97 ZONING DISTRICT: RB DISTRICT 104 20 x 20. 21 x 20 �9 - 21 x�2 .17 SHED MIN. LOT SIZE 43,560 S.F. II .43 18 Zp x �� 20 1 '70 MIN. LOT WIDTH 100' MIN. FRONT SETBACK 0' Q x 20 4 x .49 MIN. SIDE SETBACK 10,I t9. 17.91 's t 19 '' MIN. REAR SETBACK 10' 7.90 17. 1 .1 o x 18.42 SITE IS SERVED BY TOWN SEWER �� 17.77 18 7.71 DECK 17.69 x 17. x., .52 16.7 �. EXISTING 184b 17 DWELLING 6 9g 16.43 OWNER OF RECORD 17.78 FIRST FL. 22 ELEV. 19.3' 16.18p' ROBERT & MAUREEN WOODS 4 ROP. l;6 , 18. DD'N. 4 PROP. RE-LOCATED DRIVEWAY ., '�. ;s 15 ' �` ES �� 16.91 x 14.2f 4.96 J REFERENCES x,YB._t �\ 16. -45 ti] � Q PROP. x 15.72 nLU o coDEED BOOK 10378 PAGE 001 D'N. cI PLAN BOOK 357 PAGE 14 C0 I x 1(N23 w 1p4, Z O m Cj LL _ 6.21 J� LJ 0S 20' �16.27 t z DRAINAGE t 15.95 - 107 �s O, EASEMENT t t p I 15 2 0 I I I I 1 64 I 15.80 75 58, SOU;r1fQ SITE PLAN A T,E pR/vE of 64 SOUTHGATE DRIVE HYANNIS I I � `--\w OF 4rAss9� ��H OF,wgss PREPARED FOR off 508-362-4541 qc ���OF4f fax 508-362-9880 lcco DiEL DAANIEL ti� o��QANIELA.9c OF ygssgc I OJALA ti DOJA ROBERT & MAUREEN WOODS downcape.com p OJALA ., I OJALA N o OJALA �n • • • ,� 1v�a.40980 o m No.40380 CIVIL Bowl! cape engineering, INC. oP;E�ss\o o �P PJo.46502 CIVIL "�SURVE�O �q `Ess�° o� Pow PFG �o No.46502 4 civil engineers "osURVE� F /ST FL NOVEMBER 25 2015 ss�o"A' ENG� ��s o/Nn�E G� REV.: MARCH 1 , 2016 (FOOTPRINT) land surveyors 939 Main Street ( Rte 6A) l YARMOUTHPORT MA 02675 _ _ 1& --� Scale:1"= 20' 15-196 DATE DANIEL A. 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