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HomeMy WebLinkAbout0113 CROCKERS NECK ROAD d ild 111 OP' � C,o rness,66 e Town of Barnstable Regulatory Services Richard V. Scali,Director Building Division BARNSTABLE + EARNSTABLE, • o.NNsm6�•rnrtuvluacmurt•Nr.xxis v MAM •� Thomas Perry, CBO NAFS Ohs NI 5•aS ERV E•0.S&iNSDBF 1639. 1639-2oi4 RFD 's Building Commissioner 200 Main Street, Hyannis,MA 02601 z www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 February 12, 2015 Thomas Vose PO BOX 489 Woods Hole, Ma. 02543 RE: 113 Crockers Neck Rd., Cotuit,Map: 019 Parcel: 040 Dear Mr. Vose, This letter is to inquire on the status of building permit application number 201400526 issued to add an addition and remodel the above referenced property. As you may recall,this office issued a building permit on or about February 4, 2014 and to date there is no record of final building,plumbing, gas or electric inspections. Please contact this office to arrange for inspection or provide an update as to the progress of the work. Thank you for your anticipated cooperation in this matter. Respectfully, e auzon Local Inspector Bey.lauzon@town.barnstable.ma.us (508) 862-4034 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map r� Parcel -L Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village e,-6f`1 I+ Owner L M CA v Address 1 3 CF-C)CYCE:V- Telephone(kb '1 7 7-- 7 5 6 Permit equest RVI I ' 1 �p fT(, toh �X�S i Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 7 q41 660 Construction Type dbAAMAB Lot Size IOLO O Saut,&Y&re,�Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No pp Ur Basement Type: N Full 9-crawl ❑Walkout ❑ Other r6 At h7�/ %''ti Basement Finished Area (sq.ft.) Y 1 Basement Unfinished Area (sq.ft) G, 1 Number of Baths: Full: existing new Half: existing 4Y new_jC� Number of Bedrooms: Z existing Onew N o Total Room Count (not including baths): existing new First Floor Rod® Count W Heat Type and Fuel: XGas. ❑ Oil ❑ Electric ❑ Other y o N -n Central Air: ❑Yes ;q No Fireplaces: Existing New Existing wood/c al stoveQ°❑Ye) (No Detached garage:Vexisting ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ e fisting ❑Knew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 0 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nan,k Telephone Number (e!!;&S Address ux gig License # b-Z5- 0h 6�4 Home Improvement Contractor# 17 v�� Worker's Compensation # AA ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 10 V40soll 14 6$ Q ­7 SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED s ►- MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: -FOUNDATION . ?� FRAME el sjz� Ijq Y4111qb0c, IV `r INSULATION ��- c7�1�d V`l r. S FIREPLACE c. ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL- . r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT J_:,f ';.t! � ; :, u• ,��, 4 k ASSOCIATION PLAN NO. - f i 2 i ' The Commonwealth of Massachusetts Department 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 Name(Business/Organization/Individual): Address: D City/State/Zip: Phone#: Are you an employer?Check the appropriate bog: Type of project(required): 1.El am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors ta— 2.,`1 I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g, ❑ emolition 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 13.❑ Other employees. [No workers' 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: Policy#or Self-ins.Lic.#: 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 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 ceunder the pains a ties of perjury that the information provided above is true and correct Signafore: r 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 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 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 Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel, #617-727-4900 ext 406 or 1-977=MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.govfdia 's assachuse#ts -De ar me.t o utaiic Safr ty Board 67$wilding Regulatio-ns aiad Standards ConsCru6o►t sgjj irvis�� a License- CS405259 x. f THOMAS T VOSE PA.,BOX 489 WOOD$HOLE lO1A 0 6y f i. st 69i t�s ✓.�..�..J c. Expiratio Commissioner. 06103/2015 �lfr ��=siriPrrirrivrrl/�r//'r,��iuir�r[sc!/r �N, Office"of.ConsumerAffairt&BusidessRegulation AAE IMPROVEMENT CBNTRACTOR �% y Is666—n 173785 Type;. Le piratlon 11/i3/2014 Individual THOMAST.VOSE THOMAS VOSE I"GANSETT RD.. WOODSHOLE,MA 0:54I ' Uuderseeretary rg 27 OW ~` 'R A Tiff limos rra oas.tse �� I.t,E�'7v i F Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991m3)of' enclosed space; Failure to possess a current edition of the Massachusem State Building Code is cause for revocation of this license. For DPS.Licensing information visit: www.MBss.Gov/DPS e onl ¢ License or registration V d.fot mdtvfdul-us y before the egpirafiioa date. If found return to Office o#Coasumer Affairs and B>isiness Regulation +: l0 Park Plaza-Suite 5170 Bostob,MA 02116. s `Notvalidw signature milli 8 1MYLlW.tnSBE. fl11V ,�' -¢ ; 21 a{ e�stnllueeo7 t� r 4.xC,y rvM a1➢IUFPmIr1.F0 4 y�' $ S ' .:,� ♦. Town of Barnstable Regulatory Services HARNSTASM MASS Thomas F.Geiler,Director 1 ram"' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ds Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder KI, C ,as Owner of the subject property hereby authorize Lc- e---- to act on my behalf, in all matters relative to work authorized by this building permit I3 csK-r (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature o er Signature of App 'cant was Print Name. P Name. 1 - 2Lf �( Date Q:FORMS:OWNERPERNSSIONPOOLS 62012 Town of Barnstable Regulatory Services RARNSTAI F_ : Thomas F.Geiler,Director rEnt9rt8. Building Division 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 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_perau (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. C:\Users\decollik\AppData\Loca]\Microsoft\Windows\Temporary Internet Files\ContentOutlook\QRE6ZUBN\EXPRESS.doc Revised 053012 � E~-`-- 7 D ^ � � AWCGmidetm Wood Construction in High:Wind Areas:110mo�/ �������e . ' ������2��&: ��� 'D�D�=+ ��8_'����00 � - �� -`_ -�~-.~~ ~~�"~�=�o�u� `� �u�0 �� ������8l��L]� � Coucu 1.1 SCOPE Wind Speed(3'seugust)..... � `` . . ' VV�d --- �'- `- ----.------ --- �---'-------..MOmph . Category..... .__.__.. ............................................................. 1.2 Number of Stories(a roof Roof Pitch ~ ' shall" Mean Ro :11of Building vv�m.vv - � Building Length, � .� "=�"�""v=unuuu«�,v Nominal Height of Tallest' --- ---'----'---V-�4�--.----------_. ., . Opexog -''-_-_-_.-'(F�/Q_'-'_-�.-_--_' ` ` 1.3 FRAMING CONNECTIONS General compliance with framing connections............. ...` ^ (Table� --'-'-.------.-'''.---'--' , 1 �� .-_'- ' . . ~ Foundation Walls meeting requirements of7OUCMR- r=�-'"� � Concrete .---. -------.......... ____ � Concrete Masonry--_............................................................. .. ................................ ................................. ' 2.2 5/8".Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in con t ^` -' Bolt Bolt . ...- ........ oouEmbedment-conco�e._-.'-.--- ' - -''�,',��--�`, ^' �--A~^� Bolt Embedment- ............................__`,�� Plate Washer '-'', `=-"'--'',-------'--''-_�~�«��/o --^��----.._-------_^'__----y-�5�'_--�--_-._--..-_�_a���3.�Y� ��1 FLOORS ' - Floor � - 4-~--- ' i Maximum— Floor� - __���g1�� ---- ' Full �oothon���am (Fig ..................'-- ---' ��-�- --- "pp.'�� ��enorVVoU(F�G) ` Maximum F�orJo�tSetbacks -----_'---'`'r-'' Maximum Cantilevered Floor Joists d Supporting Loadbearing Walls or Shearwall Floor ' Floor --....................................' '��"`--- F�or -- - -'(p= /^uCwvR Cnapo�55).. _ F�nr ~ '---- -''''''--'—'-----' ' _---- gFastening..................................................Uau�2)..`��dna�n��� �adge/ �� ---- -~ ^ `-_ _A~t 41 WALLS vvau Height � r ' ` ____,,~,g .......................................... .............(Fig 7O and Table S).......-_-- '-^' ^~~~~~~ ^ g walls-----^------' and ' Wall Stud ��� --'—'- ~r~~^� ''--_--�.--.-----'''-y-� 1DondTob�5) ' /� i" �24^ ' ---- VVaU��mOM�e� ' ' --'---�==- v�� --��- _ ''-'''-_�------'--__.(F�a7&0--_---.,��-.---r~�� s d ` ' ` _-=- 4.2 EXTERKJRmuup3 Wood Studs | , - | ----'.---�ab�S).---_ _____ '~� � h� Ga =-^""""�=� ----------'----.�ab�5)-''--------' ��.'---ft---iu End Wall Full Height Bracing' ^ "`^��m/ --------r-----U�Q 18� � ' VVGP/�UcF�or � -------------- � � Gypsum Ceiling - (� .m� '-------'' a "/--'-----------. �«v� and2 4,y �=,ym\ war mousao __............ 1)±----_-------- ---- �SVV . x Continuous Lateral Bmoe��GfLoz.' (F�11)............................. -+~�'- � cvlu3ma0ng�n�ga�px��1G^apac�gm�.wdh2 4 '---'-----' � Double x u�ckmQ��4fLspacing hn end�js or truss Splice Length -'----------------.(Fig 13 and Table G) Splice Connection�o of1Gdcommon nails)----.(Fo�mO)____-_ -----------' c~~ . . AWC Guide to Wood Construction in High Wind Areas: HO Mph Wind Zone Massachusetts Checklist for Complianee(Igo CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................. (Tables 7)........................ ....................._ v' 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) HeaderSpans ........................................"...............(Table 9)...................................�ft fl in. Sill Plate Spans ........................................................(Table 9).................................._("�ft C>in.511' Full Height Studs (no.of studs)...................................(Table 9).............................. .,...............� _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft b in.<_12' -� Sill Plate Spans.............:.............................................(Table 9)............:..................... ft_CL in.,<_12" Full Height Studs(no.of studs)....................................(fable 9)................................................:....... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W �.. Nominal Height of Tallest Opening2 (� `6-8- SheathingType.............................................(note 4).....................................................,..... !� Edge Nail Spacing..................................7......(Table 10 or note 4 if less).............:::::..: in. _( Field Nail Spacing.........................................(Table 10). :::.:...:................................: :::_I Z in. , Shear Connection(no.of 16d common nails)(Table 10)........................................................ y' Percent Full-Hei 9 9 ht Sheathing....................... ..................................................... % v' R able 10):. 5%Additional Sheathing for Wall with Opening=>6'8"'(Design Concepts) ::........... Maximum Building Dimension,L Nominal Height of Tallest Opening2::........................................................:.........::. 6'8" Sheathing Type.............................................(note 4)...................................................... (225 Edge Nail Spacing......................................... able 11 or note 4 if less .......... in. Field Nail Spacing ......... able 11 ................................................ l2 in Shear Connection(no.of 16d common nails)(Table 11)...................................... Percent Full-Height Sheathing....................... able 11 ........................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) / Wall Cladding Ratedfor Wind Speed?............................................................. .................................................. .. ........ 5.1 ROOFS Roof framing member spans checked?..........:......: ...:(For Rafters use AWC Span Tool,see BBRS Website) ' Roof Overhang ..........:................................... (figure 19) ... ... 4�ft s smaller of 2'or U3 v Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..................: . ...... Lateral:........................................w... able 12 L= i''ZG�plf ci' Shear..............................................(Table 12).................................... .S=7'plf' t� Ridge Strap Connections,if collar ties not used per page 21... (Table 13)........................ .T= Off Gable Rake Oubooker (Figure 20).............Q ft<_smaller of 2"or U2 1C Truss or Rafter Connections at Non-Loaibearing Walls` Proprietary Connectors Uplift................................................(Table 14)............................................U=4t I. e___ Lateral(no.of 16d common nails)...(Table 14)............................ ..........L=ib. Roof Sheathing Type.................................................,---(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ...............................................✓`min._7/16"WSP Roof SheathingFastening g............................................(Table 2).............................:....................:....... � Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1:1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 11.0 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. .' C O(V t i g/�Y plc LLB L(z111q, AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for C6 pliance(780 CMR:5301.2.1.1)i 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 7116"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and:to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist. and lower attachment made to lowest plate at first fioorframing. 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 Verticat and Horizontal Nailing for Panel Attachment { -WHEN TM EDGEFM8 ON F�iAMING'tls£1§11 NAU. AAT6bc'q. t n 1st � 1 11 1.1:1 .- 1 IL - - - 1 e 11 1 i t • 1 p ii ii W-. "1 - u rt - II .. - •.-11._ -.-111-�-r.�- It-: - COt18LE 9DGE NISILSPACIN6. _____ �t { � I 1 E PANEL _ rt �, SeerDatail on Next Page Vsrt,cal:and.horizontal Mailing farPanbI.Attachment is � f AWC Guide.to Wood Construction in.Hiah Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance c7so CMR 5301.2.1.i)L t 1 **t 1 t.. 1 T, / 1 IL FRAh01NGMEMBERS i !. / EQGHRtREHILiBD4iTz t 1 � 1 / y ';E t ; WA%PATMW � PANEL PA N=-WGE DOUMEML EDGESPAC94G DETAL Detail Vertical and Horizontal Nailing W.Panel Attachment i � I tt 23'•1% (ADDITION) NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD DECKING RTINGS.VERIFY 2. CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, NEW DECKING 8 RAILINGS.VERIFY ) COLORS W/OWNERS z DETAILS,&FINISHES IN THE FIELD WITH OWNER DECK :. o 0 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 1r-1: ? zs-1r FIRST FLOOR TO BE 6'-10'ABOVE SUBFLOOR (ADDITION) 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS s v s-0 s�trr s-0 i!2 STATE BUILDING CODE,8TH EDITION AMENDMENTS W/IRC2009 ANDERSEN ZZ AFCW21ABOVE 5.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO AFCW21 _ . o 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, S A —ybw j SINK OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING g7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD T' 8.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE • a ANDERSEN I - ZZ TM442 rvK x 1 rvELu _ DURING FRAMING CONSTRUCTION SKYLK.YTTI I 304 s I _ 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL Aeove- SIMPSON COMPONENTS zn - _— ---=--=L- _0 a ` 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS s. RANGE _ '. _ - - TO BE 3000 PSI - -____- EXPAND. 11.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B' -u, KITCHEN` _____ _____ ___ o- - EXIST. EXIST. .*. ._, EXIST..• EXIST." ���N� i Fuu LITELrrE �� &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF = -------------- ------ MASSACHUSETTS WIND SPEED MAPS (VAULTED CEILING)WALL - 12.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS WALL I TUB/SHOWER u l J' MW I VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS (VERIFY.I ITCHE4 W/OWNERS PRIOR TO START OF CONSTRUCTION - - y I I LAYOUT W1OWNER) �5�I XIST r` 13. TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE _ • I1, r 1, ATH ) LLJ14.) SEE 110 MPH CHECKLIST-PROVIDE WITH THESE PLANS FOR ADDITIONAL REMOD ' II' �, J y FRAMING DETAILS&INFORMATION r w FAMILY TAU EXIST. " cra - 4 ROOM .1- CABB ti ". OAITW w w MASTER PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: TR In S2 w. (NEW FLOOR TO I O. ——.—_—— -BEDROOM ` - MATCH MAIN EXIS - N. co X HOUSE FLOOR) LIN w, BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED% 23 EXIST. W FIRST FLOOR LEFT SIDE 26%. 46% Q I eEAMABovE W 'FIRST FLOOR RIGHT SIDE 26% 100% 1, L - FIRST FLOOR REAR 17% 57% cam., If W ©. NOTES: „1.USE 3'EDGE NAILING&12'FIELD NAILING SPACING ON ALL .EXIST. EXIST. EXIST. WALLS EXIST. .EXIST. .. EXIST. 2.1.00 ASPECT RATIO. N LIVING EXIST. ' w BEDROOM h §_ W Q v~i R y x , EXIST.. EXIST. , (E)ISTING) (EXISTING) . (EXISTING) ' IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS ' er-0 CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION (EXISTING) TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL LEGEND: FIRST FLOOR PLAN U-FACTOR LLFACTOR R-VALUE R-VALUE R-VALUE R•VALUE R-VALUE R-VALUE _ 0.35 0.60 38 20 30 10113 10(2 FT.DEEP) 10113 EXISTING WALLS NOTES: CONSTRUCTION TO BE REMOVED 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. XI2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR - NEW CONSTRUCTION OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS n�oEs "s+wu eE wtff�osµr SCALE : DRAWING NO.: BQ8 COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: .n*SNnV TlW—%MAVw sv MSTW!of ��N .a NSUXIE �N,1�T� 1/4"= I'4' N � a�Rnnff CIM 43 BREWSTER ROAD• a„���,,,,M„�� „ COMEAU RESIDENCE � SED".""� MASHPEE ,MA. '02649 ' TME� �°� DATE PH. (508 274-1166 ��, Al FAX(508)539-9402 113 CROCKER NECK ROAD,COTUIT, MA REVISED: 1/14/2014 C C 7/16/2011 J 12 NEW AZEK RAKE 8 TRIM BOARDS TO MATCH EXIST. FE ❑ NEW AZEK 1 x 4 WINDOW ��-- -- _ - Z TRIM W/SILLrl IEA L El U ' - - FIRST FLOOR t . P.T.6 x 6 POSTS REAR ELEVATION LCONT.RIDGE VENT • • NEW ASPHALT SHINGLES - „TO MATCH EXISTING - 12 - .. . EXIST. .. - _ NEW AZEK FASCIA 8 FRIEZE _ • , - BOARDS TO MATCH EXIST. TOP OF PLATE + - _ NEW AZEK OR TIMBERTECH 52 _ DECKING 8 RAILINGS.VERIFY- • , ' - w COLORS WlOWNERS -- FIRST FLOOR SUBFLOOR w - IEFT SIDE ELEVATION12 x EXIST. r F - TOP OF PLATE .. - - NEW A CORNER BOARDS . TO MATCH EXIST. O Z NEW W.C.SHINGLE SIDING TO MATCH EXISTING X W - FIRST FLOOR r a • RIGHT SIDE ELEVATION TNEOESIOR OMMALLB PJtE FOFD F ANY SCALE : DRAWING NO.: COTUIT BAY DESIGN ��c ' NEW ADDITION/REMODELING FOR: C" -EW�`CON OF "V B C TUIT A ROAD W&LBE MMMIC.SPR OR,G H CONT ODNSIRUO„DN.THE Bueorc�Acrw 1/4"= 1'-0" WSLSERESPONSIBLE FORTHELCTM f W THESE DRAWINGS 6 CON'SRAlC710N COMEAU RESIDENCE `°OKMR'�' EMOMC"°�� MASHPEE ,MA. 02649 CGB ENCES THOUtR ll"MT910NA DATE THERE OMWINOS ARE SOLELY FOR THE GIBE PH:.(508))274-1166 _ OF THE OVOMP NOTED, „�„�, FAX(508)539-9402 1 13 CROCKER NECK ROAD, COTUIT, MA REVISED: 1/14/2014 , �����„ 7/16/2011 A2 INSTALL S/8'ANCHOR BOLTS AT 71"o.c.MAX_ NEWROOF COAST. s Wl SIMPSON BPS 518-3 BEARING PLATES AV— PLACE BOLTS WITHIN6- lY OF EACH -2 x 12 ROOF RAFTERS @ 16-ma CORNER AND TO A 8'MINIMUM DEPTH INSTALL 518'ANCHOR BOLTS AT 71'o.c.MAX- - W/SIMPSON BPS 5/8-3 BEARING PLATES -S/8'COX PLYWOOD ROOF SHEATHING PLACE BOLTS WITHIN S'-15'OF EACH - -ASPHALT ROOF SHINGLES CORNER AND TO A 6'MINIMUM DEPTH s •° -15LB.FELT PAPER TO _.i i • ' -1 1'HI-R BATT INSULATION COT.RIDGE VENT Q SLOPED CEILINGS(R=38) 0 i P.T.2.6 SILL W/SEALER -1 V BATT INSULATION I —_ 4 x 6 POST FROM FLAT CEILINGS(R-38) 71•o.c. • BEAM TO RIDGE 2-1 3/4'x 16'LVL -MULTI lVL RIDGEBEAM - U RIDGBEAM -(2)SIMPSON H 2.5 HURRICANE CLIPS o L- 3-1 3/4'x 9 12'LVL AT ALL RAFTER ENDS - _ 3v WATER SHIELD AT BOTTOM 1 ANCHOR BOLT DETAIL HEADER 3'0'OF ROOF 2.6's @ 16'o.c. -PROP-A VENT BETWEEN RAFTERS " NEW 1/2'GYP.BD.O -WIND WASH BARRIERS - ' 1 x 3 STRAPPING®16'as 9 NEW 2 x 8 BLOCKING ITO SCALE:1/2"=1'-0" •2 x P BETWEEN EACH RAFTER TO PREVENT WIND WASHING TO PREVENT WIND WASHING ANCHOR BOLT DETAIL TOP OF PLATE . COT.ALUMINUM SOFFIT VENTS NEW WAL L COAST.- ° - 1.2 x 6 STUDS @ 16"o.c.. z ' - FASTEN JOISTS TO BEAM FULL HEIGHT 2.i/T PLYWOOD SHEATHING y _ P.T.6 x 6 POSTS O 12'DIA STUDS ON - 3:5(R=20)GATT.INSULATION X _ CONCRETE SOOTUBES TO 23'•f Y W/SIMPSON Hg TIES END WALL w 4W BELOW GRADE.USE (ADDITION) 5.92'GYPSUM BOARD , - 5.W.C.SHINGLE SIDING U � SIMPSON S.S.ABU66 POST g•.0• 7•.1• g•.8• LAG BOLT RAILING POSTS . 3-2 x 6 POST/ 6..TYVEK VAPOR BARRIER(EXTERIOR)~ BASE 8 AC6)LCE6 POST CAPS BETWEEN JOISTS 8 RIM BOARD - _ NEW 3/4'T 8 G PLYWOOD - 7.POLWAPOR BARRIER INTERIOR - ' _ SUBFLOOR-.GLUED 8 NAILED � - fl i 2 x 10 RIM BOARD WI AZEK ASCIA - - , • FIRST FLOOR - - • SUBFLOOR - - 3-P.T-2 x l2's " • NEW2x tds@16'o.c: - r -�NEW P.T.2 x 6 SILL W/SEALER . ' I AZEK 1 x 10 ' ` NEW 9-BATT. - - FASCIA AT " NSULATTO ,. ,.. , NEW P.T.2 x Ids Q 16'o.a r - - IETER NEVV PERIM CRAWI_SPACE 4 g NOTE . _ � " � b � VERIFY DEPTH�EXISTING FOUND. S WALLS d FOOTINGS WHERE NEW NEW YCONC.SLAB NEW 8'CONC. - - _ ADDITION IS CONSTRUCTED.INSTALL FOUND.WALLS - ` a SOLID BLOCKING SHELF OR UNDERPIN EXISTING -a '. . - . e- 11'-1't WALLSAFOOTINGS AS REQUIRED NEW 8'x 18'CONC. _ IN THE FIRST TWO _ - FOOTINGS W/2 x 4 KEY (ADDITION) JOIST BAYS Q CONSULT W/DESIGNER DURING ' • -. - -.- • - 8'x 16-1 48'o a CONSTRUCTION VENT o A BUILDING SECTION KITCHEN a A z NAILING SCHEDULE _ �x IPANE o NEW CCESS " 110 MPH EXPOSURE B WIND ZONE o o y r I CRAWLSPACE a=I I a b, O Y CONC.SLAB o l 1 0 I I - JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING a a, i ROOF FRAMING: _ z3 T _ I I BLOCKING O RAFTER OE NAILED) 2-8d 2 100 EACH END(T ) i - Y • � RIM BOARD TO RAFTER ND NAILED 2•i6CI' � 3 1 H - I - (E ) 60 EACH END . _ WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-t6d 5-18d AT JOINTS STUD TO STUD(FACE NAILED) - 2-16 d 2-16d'. 24•o.a • — — — NEW 8'CONCRETE FOUND.WALLS HEADER TO HEADER(FACE NAILED) 16d 16d 1 g'o.a ALONG EDGES W18'x 18'CONC.FOOTING TO 4.0' FLOOR FRAMING:. ( BELOW GRADE ° JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-80 - 4100 - t PER JOIST - P.T.2 x 8 LEDGER B ARD LAG BOLTED TO I - DRILL 8 PIN NEW FouNDATION'• - BLOCKING TO JOISTS(TOE HALED) 2-8d 2-10d EACH END SOLID BLOCKING WA(2)LEDGERLOK BOLTS - TO EXIST.FOUNDATION WALL 5 �.EXIST. BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d - 4-16d EACH BLOCK 18'o.c.W/JOISTS GERS AT BOTH ENDS e LEDGER STRIP TO BEAM OR GIRDER(FACE HALED) 3.1se ". 41ed'' EACH JOIST a L '`.. MTOP 8 BOTTOM - H BASEMENT . JOIST O LEDGER TO BEAM(TOE NAILED) - 3.8d 3-1 Od PER JOIST .. m BAWD JOIST TO JOIST(END NAILED) 3-16d 4-160 PER JOIST I O a - , - BAND JOIST TO SILL OR TOP PLATE(TOE NALEDD 2-16d 3.18d PER FOOT - ` I - NEW 30'X 30•x 12'DEEP 8 70 ROOF SHEATHING: .. - - " NEW g CONC.FOOTINGS UNDER u _ e WOOD STRUCTURAL PANELS(PLYWOOD) _ . § MATCH MAIN HOUSE FLOOR END OF BEAM ABOVE o - RAFTERS OR TRUSSES SPACED UP TO 16'as Sd '10CI 6'EDGER'FIELD - i RAFTERS OR TRUSSES SPACED OVER Ur o.a Sd. LOCI 4'EDGEW FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6'EDGE/8'FIELD . s GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6'EDGER'FIELD W/STRUCTURAL OUTI.00KERS - I A - GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4•EDGE/4'FIELD - CEILING SHEATHING: —4 I --f1--- GYPSUM WALLBOARD Sd COOLERS — T EDGE/10•FIELD * I L J L J , WALL SHEATHING: - - I r EXIST. - - WOOD STRUCTURAL PANELS(PLYWOOD) - _—. -- I IONIC.FOOTING UNDER . STUDS SPACED UP TO 24'o.a 80 100 B'EDGEl1Y FIELD — — —— I EXIST.FOUND.WALL TO CRAWLSPACE • 12'8 25W FIBERBOARD PANELS 8d — 3'.EDGE/8'FIELD � — I � SUPPORT END OF NEW . 12'GYPSUM WALLBOARD 5d COOLERS — T EDGE/10'FIELD / BEAM ABOVE FILL EXIST. L J WALL CAVTTIES FLOOR SHEATHING: - WOOD STRUCTURAL PANELS(PLYWOOD) - - 12'-0' - •. T OR LESS THITHAN 'ESSTHIC 80 16d 6'EDGE/1Y FIELD - L FOUNDATION PLAN GREATER THAN t'THICKNESS 10d 180 6'EDGE/6'FIELD ' 1MEp S NERB"K*MMtE SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: °n°" `°`°'°°" THESE MAWINSS PRIOR TO STARE OF WILL4TRHGSPOKIS ESU THE ONiRAC1IXi 114"= V-0" WILL DRAMSM FORTIEicTom r 43 BREWSTER ROAD T a mbw.N RA loaT MTHE DESKP AO-*UT ENOTOYMG,HE • MASHPEE ,MA. 02649 COMEAU RESIDENCE , THESE OF HMSO°R°w991ONs. )) ��;,I�.»OTHE„S USE DATE : FAX((5088)539 9 02 3 CR®CKER NECK ROADf COTUIT, MA� REVISED: 1/14/2014 CONSENT OF � 7/16/2011 IA3 ARGIIfECTUPAL COPYRIGHT PROTECTION -} • -- (ADDITION) - INSTALL TWO FULL HEIGHT STUDS 8 TWO JACK ` STUD AT EACH SIDE OF ALL ROUGH OPENINGS t UNL SS E OTHERWISE NOTED . WINDOW 2 x 6 W/LLL SOLID 2 x 0 BLOCKING IN THE OUTSIDE TWO RAFTER 8 CEILING JOIST BAYS Q 48'o.c.ALLOW SPACE FOR AIR c pFLOW Q JACK STUD SHEATHING E UNDERSIDE OF ROOF _ Q (ROUGH OPENING) "(AMi-noN)' 26_"' R.O. STUD_ DETAIL i N O TO RIDGE - b F A1 4 W A 3 Z Z - z _.J O °' � - I mF. $ o < VERIFY BEAM HEIGHT TYPICAL ASPHALT - I, ROOF SHINGLES AT THIS END.MOVE � e - ' ,• BEAMP _ 5M'CDX PLYWOOD OD SHEATHING IF NEEDED 2 x 12 RAFTERS 15p FELT PAPER . - - WIND WASH (2)SIMPSON H 2.5 HURRICANE CLIPS BARRIER 37 WIDE ICEIWATER SHIELD -- - . - - ALUMINUM DRIP EDGE . ASCIA,SOFFIT,B FRIEZE _ ,x 3 STRAPPING W/ . - W 1/7 GYPSUM BOARD BOARDS TO MATCH EXISTING ' ONEW ROOF TO BE, T • BUILT OVER EXIST.-- p� � - - - TYP.2 x 6 WALLS F -ROO STRU CTUR 0 &D _. z EXISTING RI - O DGE 2 + EXISTING RIDGE R� _ -- 9 DETAIL AT ROOF • SCALE. /2" 1'0" INSTALL NEW RAFTERS TO - • - ' ,MATCH EXIST. THE NEW ROOF —————— ' NEW 2-1 3/4-x9 V2- 'EXISTING RIDGE. - - • FASTEN BEAMS W/SIMPSON I LVL BEAM(FLUSH) —- —-—__ - ' - HUC04,0 HD HANGER NEW 4 x 6POST UNDER END OF RIDGEBEAM a INSTALL Wr ANCHOR BOLTS AT 71'o.o-MAX. - - - � . � � ti Wi SIMPSON BPS 5/83 BEARING PLATES - • NEW 4 x 6 POSTS UNDER EACH __ I - PLACE BOLTS WITHIN 6--15'OF EACH END OF NEW BEAM • - - CORNER AND TO A 8•MINIMUM DEPTH - • (ADDITION) _ - 3'4r 3'-7' 3'-0- m X. - - W • - • e • _ e — NEW CRAWLSPACE 4 o 1b Z.a** EXISTING - f (EXISTING) (EXISTING) � `? tv 57-M - (EXISTING). . EXIST. r CRAWLSPACE ROOF FRAMING PLAN No NL SROOF FTERS TO BE 2 SOTHERWSE OTEDx12's 2.) USE(2)SIMPSON H2.5 HURRICANE CLIPS ANCHOR BOLT PLAN ' AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT co-ruiT BAY DEsiGry Lac NEW ADDITION/REMODELING FOR: MESED" N EEN�•F I'',�(/\ EfUtMO CWLSIOkSa FOU ON SCALE : DRAWING NO..: . B l� 1MEBEDcoksnuxmm. Rt1OR RI BfAo OF r •G� CONMO 1/4"= V-0" 43 BREWSTER ROAD OOMMENCE9WNGS W NO➢FYMGTNE MASHPEE ,MA. 02649 COMEAU RESIDENCE DEgxPIERM- 1RO�OR PH. (508)274-1166 r ' � � ��,UECF DATE : FAX(508)539-9402 113 CROCKER ® REVISED: 1/14/2014 7/16/2011 4 NECK ROA® C TUIT, MAARCFlffECnJRft C - - PERCENTAGE OF LOT COVERAGE COTUIT SCHOOL ST:- _ HIGHLAND .o r r GOLF COURSE G�OPR•HOOo yF. LOT AREA .. 20000f S.F. LOCUS EXISTING STRUCTURES 7.9% i DRIVEWAY 7.3% ' 1 TOTAL COVERAGE 15.3% . C2 G 1pp 0�O MASHPEE cG W G� y ,. E LOT 149B N Q O SHELL . s LOT 148A LOCUS MAP mom s PLAN REF: 94-47• "Q. DEED REF: 1 751 2-202 -7�,, ASSESSOR'S M 019/040 LOT 148B . O r ZONING: AP RF PGA . SETBACKS: 30'-15'-15' �P9- FLOOD ZONE: C. r, 2 00 1 00 PANEL 2 NUMBER: 5 0 D 00 DATED: 7/14/1992. 'o . .. . 0e TO hU%E - - OF- , LAND KITC ENBULKHEAD PLOT PLAN LOCATED AT: - - - - 113 CROCKERS NECK ROAD , ,EXIST 'PA710 _'° _ C 0 TU I T, MA O _ - -_ - - - - - D. - -- - - - - - - - - PREPARED FOR: LOT 147A MARY MUTTI JANUARY 24, 2014 e PPd ® STRFuCGr o s Gc JL' .i l0 - e'.e .e �g �00�0 � \[ � ®® o�_ �J°c��; REV: • a "•a eP, �`' w: ����,� s REV: .. a• .p �a� w\ of,z Cj YANKEE LAND SURVEY CO, INC. GRAPHIC SCALE 119 ROUTE 149 ...,. LOT 14713­ :: , • . .. . so o .�s OG so MARSTONS MILLS, MA — — . G , TEL: (508)428 0055 FAX: (508)420 5553 NOTE: 1 inch = 30 ft. yon keesu rvey0com cast.net www.yankeesurvey.net SEPTIC SHOWN PER .TOWN :RECORD. . SHEET 1 OF 1 JOB#: 54995 JM