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0022 TRANQUILITY LANE
Traj)9Uilj* U TOWN OF BARNSTABLE Building Department - Foundation Permit Date laZA Permit # 2 o(z-d7682 Name Location i?il At nsp. of Bidgs. C S 85-34'34- W 121.16' CB/DH(FND) �0 CB/DH 1 \ z (FND) 28.I' EXISTING h FOUNDATION N h0 27.71' w 136.01 c w N I LOT 50 42,779 SO. FT. t 0.98 ACRES t ` Z to Z 01 D J UI U1 82.94 aR :ro fkl AN � o 0 o IN .D y Q O ON ON N V' J J � \ f'1 O A CB/DH(FND)� CB/DH \ ` _S 85-34'33- w 123.99 — (F 40.84' \ CB/DH(FND) CB/DH(FND) T4NQUILITY LANE s as 3a'33 w FO UNDA TION CERTIFICA TION PLAN OF LAND IN OSTER VILLE(BARNSTABLE), MASS. AS PREPARED FOR CRAIG & NANCY WHITELEY TO: CRAIG & NANCY WHITELEY PLAN REFERENCE— ON THE BASIS OF MY KNOWLEDGE & L.C.C. 25575 INFORMATION, I FIND, THAT AS A PLAN SCALE— 1 "=60' RESULT OF A SURVEY MADE ON THE DATE DRAWN— 01/20/2013 GROUND TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE COMMONWEALTH OF MASSACHUSETTS, THE LOCATION OF FOUNDATION IS AS SHOWN R 0 �y,FA'tNOF�ss9 FILE. 1893-00 F.B.. 35 NOTES— DATE PROFESS QNo RVEYOR REV. DATE—'Mo , qN�SURVE�O PROJECT NAME: �.- � '� wi ADDRESS: PERMIT# PERMIT DATE: M/P: LARGE'ROL LED PLANS ARE BOX' JC) LA SIB®'I' =3 : Data entered iii MAPS program on: t kv BY: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued Z Conservation Division Application Fee (,(J Planning Dept. Permit Fee + Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis r_=P-roject=Street-A(;dress JJ -2 Q, Era nz e te i�7 y Al C---vill"age—) `�Ton, Owner 4 Not ivc AL Kd ess Telephone a,9D PermitsRe-uest" � Q `y .e /8 V u ti �yJ.vi� G q a fe �-V C s a t Q Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District �� F, Flood Plain Groundwater Overlay ,roject Valuation Construction Type r.� !,� ov d Lot Size q7 A C 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 Kir%g�s Highway, ❑` ❑ No Basement Type: ❑ Full Ell Crawl ❑Walkout ❑ Other �- , -- -'' Basement Finished Area (sq.ft.) Basement Unfinished Area e„ Number of Baths: Full: existing new Half: existing new �a r- Number of Bedrooms: existing _new M Total Room Count (not including bath 3): 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 ❑ I Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ` I Name �P/ Telephone-N b ri�"'0 S ��� Pa q0 Ad . .�a �fr ,�.iw �I r � ^-� Lic_ense,# _ 'Home Improvement}Contra`ctor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT-WIL-BE-TAKEN TO-, o S'I P /SIGNATURE----^� " - DATE llp2o L Tjn d, FOR OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED ; MAP/PARCEL NO. Z` ADDRESS VILLAGE -OWNER DATE OF INSPECTION: i r FOUNDATION FRAME INSULATION sf FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 , GAS: ROUGH FINAL FINAL BUILDING �t� 4 ®� � �l DATE CLOSED OUT ASSOCIATION PLAN NO. � Department of Industrial Accidents . : Office of Investigations. . 600 Washington Street Boston,M14 02111 www.mass.gov/dia Workers' Compensation.Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A fica.nt Inforruation •Please Print Le b l Name(Business/otgmdzationadividial): F` r . Address:_ —Ec:Q City/StateJZip:�J J�f Phone �J Yoh Are you an employer? Check.the appropriate box: .'type of project(required):. l 4. I am a genera contractn I or and 1.❑ I dina employer with.' 0 6. New construction . .employees (full and/or part-time).* have hired the stub�ontractors 2:❑ I am a'sole proprietor or partner- list--d-on the'attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have -8.' Demolition workingfor me.in an c a employees and have workers' Y aP.�3'• 9. ❑Building addition .. [No workers' comp,insurance comp.insnrance.t require ] - 5. We are a corporation and its 10.0 Electrical repairs or additions _. 3.[ I am a homeowner-doing all work officers have exercised their 11.❑Plumbing repass or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required,]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] - *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submmt this affidavit indicating they are doing all work and then hire outside contactors must submit a new affidavit indicating such. $Contractors that check this box.must attached an additional sheet showing the name of the sub-contactors and state whether or not those entities have employees. If the sub-contactors haVc employees,they must providt their workers'camp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site 'information Insurance Company Name: Policy#or Self-ins.Lic.M. Expiration Date: Job Site'Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine Tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP 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 I-avestizations of the DIA for insurance co e.verification. I do hereby certify under e p and n of perjury that the information provided above ' tru and correct. Si afore:• Dale: �'.. Pri /Z_ Phone#: Official use:only. Do.not write in this area, tb be completed by.city.or town official City or Town: T&mit/License# Issuing Authority,(circle one): J.Board of Health 2,Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: . Phone#: Ia for nation.:an h truc i®his ..:, to ers bo vide workers'compensation for their employees-'-_ Massachusetts:General Laws chapter 152 regQires.aIl enmp y pr .. Ptnsnant to.this stairtte,an employee is defined as person in the service of another under any contract:t of hire, express-or implied,oral or wntten "' ,associa-tio co oration or other legal entity,or any.two or more An employer is defined as an mdivmdnal, artaership n, rP _... of the-foregoing,engaged in a joint enterp ,and-including the legal representatives of a deceased employer,oz the.e:....:.....:..-_....._.___....._ — or trustee an individual,parlmers�P� ' association or other legal entity,employing emp ogees- owever receiver apartments and who resides therein, or the occupant of the owner of a dwelling house havmg not more than three .house dweIling horse of another who employs persons to do maintenance,construction or repair work on such dwelling or on the grounds or budding appurtenantthereto shall not because of such eruploymerit be deemed to'be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing.agency shaII withhold the issuance or renewal of a license.or permit-to operate a business or to construct buildings in the commonwealth for amp applicantvtiho has not produced-acceptable evidence of compliance with ihe.insurauce coverage required_ Additionally,MGL chapter 152, §25C(7)stares"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for-the performance of public wont ME*accep table evidence of con lia ce*With the mLn ce requirements of this chaptar have been presented•to the.contractmg authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-conti actors)name(s),addresses)and phone numbers) 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 permitilicense number which will be nsed as a reference number. In addition,an applicant that must submit multiple pe�it/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 be provided to the town)."A copy of the affidavit that has been officially stamped or marked by the city or town may 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 pemrit not related to any business or commercial venture (i.e.a dog license of permit to bdm leaves etc.)said peisori'is NOT required to complete this affidavit The-Office of Investigations would b1ce 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. • - . }��pa�m�Tat�Z71�A.c,�d�>�ts _ • 6QQ Wasb Fi at k ,MA:02111 Td.#617-727-4W ext 406 Q�1 - SAFE Fax#61-727,7.7 . . gQ :Revised 11-22-66 ,It S C . . I Town. of-Barnstable Regulatory Services s�xtvsTnais Thomas F.Geiler,Director 16 u•. 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 C-DATE: JOB_LOCATIOM number street. village "0 EOWNER" l 'a r:j bo , ��6 name J Aome phone# work phone# CURRENT MAILING P.DDRFSS rS 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 l09.1.1) 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 ruin um inspec ' n pr ce ores equirements and that he/she will comply with said procedures and requiremen . Signa f meowriet�l ` 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. t` 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 helshe 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 �,++E Town of Barnstable. . . ° Regulatory Services NAss Thomas F.Geiler,Director. 1639. .�0 '°lEo�e► Building Division Tom Perry,Building Commissioner. 200 Main Street,Hyannis.,MA 02601 www:townaiarnstable.ma.us Office: 50.8-862-4038 Fax: 508-790-6230 Property Owner.Must Complete and Sign This Section If Using A Builder I, Owner of the subject property =i hereby authorize to act on my behalf, in all matters relative to work authorized b building permit. (Ad ess of Job) *Pool fences and alarms are the responsibility the applicant. Pools are not to be filled or utilize o�e.fence is install and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date .Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 D�St�►J T�L�TA - - _ 2� pk 4,1 Ci Lc— ;rAm I W4 SE�TZG TA�.►K • 33D �2pp /�+� !{(old ` �J ' ; pM�� , otS.PoSAt PtT tJ;E BcTTOA1 ARMA• 1 13 sr I ' PEZco"-r lCXJ P.A'TL l~t W Z AW o2 .00 T•N l c� 'Ten p Z�� = 9� : Tor FWD • too' fir, tOQJt� " 4.yvE It/�• 97.a Sv6swc. st-Poc VKT tM,t 4at... 9�.L Sc�ftC `'• 1A; . lobo 9� 9vZ A.. � T- � LEARN PI T LTD►1 G • qo.o CEO T t F t �a Pt^o't" A w p¢o Fr LE tot i NIA �•g¢ •, . �•Z ' No Scs� SG_Q1.6 ���� (oD pA'T�� Q�� ��� t Cr.,CrW-f T"AT T►•,E.- 1` Tn 0 Ki s%.1o�uw i-iEQ.EoN " C�MP�-YS WtTN T4aG. ;l�ELlw�ls L�"� 2` -/��D 4 TB�►GK. RGQJ�P..L�.MG�.iTrj OF T6.tE � . ' -tt,,tn:i of • vas-r-�. _� ea x,r tZ�tSTt �E� {.AWt'- T1 tS., PLAW t�► 1 T $dSEa Ott AU t"4T�#AE%4T OSTE:itVtu-6 tit1�:5�5: tyevcf TNC OFF'i'GmT; 1"WLv uo(T. 156 WSE:D Pt-tGAwtT Town of Barnstable Geographic Information System December 11,2012 121006 121005 098067 #267 #266 121056 #92 #267 FELICITY LN 121148 #22 121004 0261 098068 068 098070 #67 121003 #235 i 121160 Z #22 g 098069 121002 098071 #47 TRANQUILITY LN r 121001 0216 098072 120135 097011 #33 #0 423 0 3 4 097013 1200 #31 #17 #201 DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:121 Parcel:150 boundary determination or regulatory Interpretation. Enlargements beyond a scale of Owner:WHITELEY,CRAIG E 8 NANCY A Total Assessed Value:$389500 Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on this map t1U E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.98 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:22 TRANQUILITY LANE such as building locations. Buffer W J LOT 51 CB/DH L.C. 25575G • N 85"40`3 (FND) STK/TACK CB/DH130.51 <TR;AV> an th IV E BHaY(SET) (FND) 534 of N8 P C N 87030'40' E 121.16' P°'S$k 5 9,16" O r w Go IP IN CO /ALS (FND) V) j G Jo Ul - k/S � 00 ri LOT 54 42,778+/- SQ. FT. 0.98+/- ACRES IP I� CFND. o .. op v W CNJI S 85*34'33 W 0 .P CB/DH 123 -99' ru (FND) . N rn S85°34'33°W o CB/DH o (FND) 40.84' S 5°34133p W o CB/DH w, __. 1 �. r pF 1 j MICHELE yGN A N'C Glick' to I-Vood C ouctructiou in I i1;h iit`iud.•Ireas: 1/0 iuph H iud Loite CUDILO ST L RUrTU Mas ach�><s tts Cheek,list for Compliance (781)C IR 5301.2.1.1)' o No 34n_��k y �i i� �e� ,�j9FOls P 'Q 7r�vl LLZ,7 l�- 0 Check wig ► Compliance PE WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. ......•----............................................--....B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ 1- stories <_2 stories RoofPitch ..........................................................................(Fig 2) ...........................................JftjLZS 12:12 MeanRoof Height ..............................................................(Fig 2)...............................................4 ft 5 33' BuildingWidth,W ...............................................................(Fig 3).......................................:........ �ft <_80' BuildingLength, L ..............................................................(Fig 3).................................................W ft 5 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................ . 4 5 3:1 Nominal Height of Tallest Openingz ...................................(Fig 4)............................................... 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4).................................V......v.. to in. Bolt Spacing from end/joint of plate ....................... ....(Fig 5)...................................�—I z in.5 6"—12' Bolt Embedment—concrete.........................................(Fig 5).................................................1_in.a 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in. a 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................=ft 5 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................=ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).....................................................— ft <_d FloorBracing at Endwalls...................................................(Fig 9)...................................................... .......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)......................� in. Floor Sheathing Fastening..................................................(Table 2)..Ad nails at_z2_Jn edge/V2 in field 4.1 WALLS Wall Height • Loadbearing walls........................................................(Fig 10 and Table 5)..........................'G q 5 10' Non-Loadbearing walls............................................... (Fig 10 and Table 5).........................L: :5 ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................J1,,in.5 24"o.c. Wall Story Offsets .....................................I..................(Figs 7&8)............................................ — ft s d 4.2 EXTERIOR WALLS3 " Wood Studs Loadbearing walls........................................................(Table s).............MIA.......2x It in. Non-Loadbearing walls................................................(Table 5):.............................2xa � -4 ft_ff in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)..............................................1... .....:.�....... WSP Attic Floor Length...............................:................(Fig 11)........................----........f.4. tA ft_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ — It a 0.9W 2 x 4 Continuous Lateral Brace @ 6 It. o.c. .. (Fig 11).............................. .............................. Double Top Plate. I i Splice Length ..(Fig 13 and Table 6). Z VAU ' Splice Connection (no. of 16d common nails)... ..........(Table 6) . 1 .+`.`.. .,y -.'�k- . _d�". _f•_;",{�.�.L 1 p`.��rp.;.fy�pn�_ t Lb f u ,,'. U'°{I, L x,t; �M1, y 1 t+ 2. 42 `` .':frla° .. 1 ! '{aye ", �,...�TAN �#'.°�+. •• _ '^, `1 VISI �000 lope^ IMAM t• •!, !` "t w z'7bc-4 :•:?Im Jul, 5 in; t m'v qj Sop —_ t?c 1F✓{1•"JC{ Js:i?"n,lq own a 't5�: .;h'•:'� —_' At POOL- 1j0CQ zoo ;no ryqt- ng . 1r c,:.:+ �s.F.�"Ja U:'y:,:r.,• !�ilj . .- ...__ 13}' � ._, .. ...,..__ gar asr bye AS ,aL a Flll r• -.y+Gy Uy {.a �+..+t+ l• .., `°+� i j A0 ,'d, A.r• 1 luvit�;.-,�a t Ins r "��rea'` ,fie, ° f., �" f-:. S Jai(:{ ilEC' �.�.;;� F 67'. ,a 1,-.. J iC7uC ' sYf t a QUE AC a p..x3'.D .4.!OVI ��„ icy - .._..... -...... ... ...f,.. .. ..... ...�...,. . .,. iry.n .r in« z.Mic• o� MICHE&JE Massachusetts Checklist for Compliance(780 CMR ."301.2.1.1)' C;UDILO R` .e,VgUC'EURAL dbearing Wall Connections No 34774 Lateral(no.of endnailed 16d common nails)..............(Table 7)........� .L..1-��•�T� - .. '0qb 9FQrP� on-Loadbearing Wall Connections .......... ' �DNA�ENG Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ - Load Bearing Wall Openings(record largest opening but check all openings for compy nce to Table 9) HeaderSpans ........................................................(Table 9)........................-.2-1 ft_in.s 11' Sill Plate Spans (Table 9)...........................,�,.. ft in.s 11/�� Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for corn fiance to Table 9) HeaderSpans.............................................................(Table 9)..............---.. ..... _ft_in.s 12' Sill Plate Spans...........................................................(Table 9)... ft—in._s 12" Full Height Studs(no.of studs)....................................(Table 9)....... ... . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 , �a Minimum Building Dimension,W s 16 r Nominal Height of Tallest Opening 2 ............................................................... ..............10 <6.8- SheathingType..............................................(note 4)....................--................................ 5 Edge Nail Spacing.........................................(Table 10 or note 4 if less)............--.....--.-- in. Field Nail Spacing..........................................(Table 10)...,............................................. �--in Shear Connection(no.of 16d common nails)(Table 10)........................................................ 1� Percent Full-Height Sheathing.......................(Table 10).....--....--...................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....- . C.• Maximum Building Dimension, L Nominal Height of Tallest Opening2...................................................................... <6'8" SheathingType..............................................(note 4)......................................................j Edge Nail Spacing.........................................(Table 11 or note 4 if less)........... .......... ..- 3 in. Field Nail Spacing..........................................(Table 11 Shear Connection(no.of 16d common nails)(Table 11)................................................. / r Percent Full-Height Sheathing.......................(Table 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 S an Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19).............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls sa.�' �� r Proprietary Connectors f" - Uplift................................................(Table 12)............................................U= pif Lateral.............................................(Table 12).............................................L= plf Shear...............................................(Table 12)............................................S= pif Ridge Strap Connections, if collar ties not used per page 21..... (Table 13)..............................T= - plf Gable Rake Outlooker.....:................................... (Figure 20)--.N.�Ek...=ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)....... ....... ... ...........-.............U=-- lb. Lateral(no.of 16d common nails)...(Table 14)............. ......... ...............L=- lb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 ano 59).................. Roof Sheathing Thickness........................................... ...................... t.p ............? 6 in.>7/16"WSP Notes: Roof Sheathing Fastening...........................................(Table 2)......(p..... �...�Q.....�.-.` .... j. D 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not, required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 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 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. ToWtj OF BARNSTABLE 2013 JM --9 2 2 ' :.•.a 't, '4, „ :j;.'", ,.,�.t.. :3, r,.. -.. � DIV q{IS1irae.�.. _ • - ,�..r y- .fr':375 t12 d�nnaa 'u ,t �tE.2 'w'r 0A L � I:.;i~>1 (;')�>t:eS-4.i 4JF.'ti�, !`[t•.�) .3 h i; .; .�,ef,)td[.,..4 .5.�..s :,, � 3. :."b f'Yl�S"� "e k`i:- .'i.J4 afr',-VE:4�t1%.•- .'.,: '�I rc act do it 4� ;yG.. F$ "4 ijJ'o'�f'2. ':.eFil a Fi.�h i� f �� a ,•;:', 11,i y'. ac.MJZ: t +J 1 S,tirs .,� '? ..(_ +Fri, E _ .r_ It<•} • - i'-` ':: .� I:i£t,;;[:y�t�,wl.,Fi: �L3� � fu .r ej�:L E• r , :7 ! ".^ i. 'y� r• .. i -,44 a. "i. "''s;: may.. ��.. -. _ ,. ,, t• �. '..� ,., -.F i:. ,t. Oct. ..s ,_. , �? > e(i r r � 9F � r� W5P EDGE- i I ► c: 12" o•G. �I y � ' �kMiN GfAtPrT� � I '�,` C� IN'S 1Jtf:DihT� a'wC. S��M%bv.'TIP. 1{It'tAbML TYP. Z� I ► II 1 � t �- 57AGCsi� 1, ► ff R ►� Puff[ERI�1 3�8 I I i �DGr YYSP ATTACHMENT RoT To gGAL E I ;0% VBRT• �,ISD ORIZ. 1�TTAG�I�II�NT NOTES: 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. 6. All horizontal joints•shall occur over and be nailed to framing. iii. On single story corutruction,panels shalt 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 ale upper double top plate and to band joist at bottom of panel.Upper artaelamrit 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 TOVIN OF BAR STAESI.E 113 ,BAN -9 PIM 2: 42 UvtI :?'pl. ? ! ..,� t•{t..l.l .�•..7 fr; a rk�r� , r.Ctcc. C1 •D'AVA�= 0.1` y.4l t^y.•.}""," ?:I"1'(,,G t:^SC F' . , r lb4:.u,'L. -4, au a i.?"t: .nti t v,L. i»7C 't.� :..iC(LC_Ltl'xi �• '!' 11": �4'(I-,�r,t�1. a(.,a. : '1.- -_ if.J., .t,,. jc mu 2U.T,j t�.;f...Lrr6G!dl""; �" ?tjs:'}t�'.�'•.:l:' f,�:1C"^•;75hw 5:12;"Jj�SG!5'Jt}t'a.f:� �;7`"`L' i.'ta77)L"') - :'�•`i2' J,.r '.. ^c A, x!.`t PC?7?aft ?,C• •f W.nYYr�MM•HM'-i�Ir101S+'-.:.w�ti�N.itYfMM `> ! a. 1` e.� .•I ' V'. f • v R �/ � •t 1�- �F. ;a a hk ' L + � rid N�ttl.� (� '_ : o•�. EsTs � 0� { - �. it �JODD 5't'WULT�R.A�i. phNP.1,• � . W�SP g4�EAT tN� WSP ATTACHMENT No? 70 5GA4E — IG L oRIZoNTAL W G b TOWNI OF BARNSTABLE _ •2013 JAN -9 PM 2: 62 DIVISIorl T T �q .: _�_ .. .�.. =`�: ram;:• ;,:, m XT •q f , CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Extent of header(two braced wall segments) i Extent of header(one braced wall segment) �.I' Top plate continuity is I required per R602.3.2 ��. ~� Sheathing filler Min 3'x{l �l/4'x net Fader• +k ;; if needed 2'to 18'(finished width) 16d sinker nails Fasten sheathing to header with 8d common 1 ,' (0.148'x 3-1/4") nails(0.131"x 2-1/2')in 3'grid pattern as shown = ' =N: in 2 rows @ and 3°o.c.in all framing(studs and sills)typ' 1, „: ' 3'o.c.' M 1,000 lb.header-to-jack-stud strap 1,000 lb.header- on both sides of opening to-jack-stud strap i (install on backside as shown on A on both sides Max. Side Elevation,Ref.No.LSTA24) ' hei ht ^^ , ^ of opening(Ref. 10' M Min.(2)2x4 typ. '"" ' ^ No.LSTA24) '^ If panel splice is needed it shall Braced wall r. j occur within 24"of mid might. segment per L, Blocking is not required. R602.10.5 M 3/8"min. thickness wood �+.. Min.width based on 6:1 No.of ,,. structural panel height-to-width ratio:For jack studs sheathing example:16'min.for 8'height, per table 20'for 10'height,etc. R502.5(1&2) ,^ Min.2"x2'x3/16'plate washer Anchor bolt per R403.1.6 Typ. Foundation per code (-i Not to scale 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. Note:This narrow wall bracing segment meets the minimum requirements for wall bracing FIGURE 2 tracking loads in the plane of the wall). The f building designer should determine what ,;pr.- EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) cific details are necessary to provide a complete ...........--......._-..-..._..._....... .............-_--.-.._-.......-......._....-----......__.._-- ... load path for using this bracing in the structure. _ At corners,connect the two walls together as 16d nail at 12'o.c. outlined in this detail to provide overturning 1 / /--Orientation of stud may vary • restraint. I / Gypsum,when required, installed in accordance with IRC Chapter 7 Wood structural panel s e, 6 II r TOV41 OF RARNSTABLE 2013 JM\1 79 R r' 42 r - EXV1'.t:E Ok 4f,:9MUD OMME COAAEU UEWN'fi.L,C SIMS`;v�i C -r c. .-c. �., _lo. " -�:^u.•. _ . . .o c,pc. :c]- ,..c.�,. Fr�J,.✓ . J. 7!, '�6♦CS..". +� ` r tea' .�=•g• - . p•r y� t •,icy _ -• � ' .:J �...'.c�a'� . On►P C00CLU LE Otf 4.`t;0C)t49;.srocic hors 11:+t/uom SCHEDULE OF DRAWINGS' PROJECT'DATA 9`��pAa`w QYDQP'�B 0�C A. Summary of work:This project consists of the construction of a one story wood trained shad structure on a new concrete foundation with slab on grade,there will be loft storage above. f¢No.20034 m i z4'-n A1.1 FLOOR.+FRAMING PLANS - J.- Construction Type Is VB(Combustible unprotected). FA!MAUM A2.1 ELEVATIONS+BUILDING'SECTION 2. uaBGmapla R(Residential). i• 3. Applicable Codes: as IRC 0 OPENING . Codes - - 2009 1CC p/L T �+ t GENERAL NOTES, (UNLESS OTHERWISE NOTED;SEE ALSO PROJECT SPECI ICATIONS) 4'FROM SHED FLOOR 70 TOP - 4. The General Contractor shall verity all dimensions at the ails and shall notify the Architect 17: The General Contractor shell submil.tothe Architect for review end approval,shop tlrewinga for all f 3'-O' 1. The General Conditions state that the Contract Documents are complimentary. - :Y OP PND WALL AT THIS DOOR 2, provide the services of a Massachusetts Registered Surveyor to layout stwgo m:on site and establish of an discre ancies before proceeding with the Work or urchesin materials or - - exlsdng elevations.Elevation of finished floor be established by Archie iel with C:evatlon Verifyy P p P g j equipment. msnufacturedjoists,structural laments an steel beams 8 columns,LVL beam,edas Joists,wood roof •z 12'FROM SHED FLOOR ySurveyor. criticel dimensions in the field before fabricating Items which must fit ed olnin trusses,sleet joists,etc.In accordance with 780 CMR Section 118.2.2 entltled'ArchllecdEnglneer Informs on provided b construction. responsibilities dud construction. TO TOP OP FND WALL ATrig THIS END OF BUILDING 3. The General Contractor Is responsible for all Me work.. S. All details are typical unless otherwise noted and are not necessarily shown In the is. All warranties,guarantees and service maintenance agreements shall commence with the Issuance of the 9' A. Build and Install pans of the Work level,plumb,end square end in c0rtecl position. Documents at all locations where they occur. occupancy permit so that the Owner may receive full use of the Item for the guarantee or warranty period. \ B. Make joints tight and neat.If such is Impossible,apDty moldings,sealant or o herjoint treatment as 6. The Architectural Documents govem the location of all Electrical and Mechanical Items 19. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: LLI directed by Architect. -5•CONIC.SLAB w/6x6 w.w.M. Installed as a pan of the Work. A.Seal cracks and openings to make the exterior skin of the building tight to water and air entry. -I OVER 15 MIL.POLwAPOR BARRIER C. Under potentially damp conditions,provide galvanic Insulation between different metals which are moi 7. Existing Items which are not to be removed and are damaged or removed In the course of B.Provide adequate blocking,bracing,nallem,fastenings and other supports to Install parts of the work adjacent on the galvanic scale. ly ng, g g type not subject to �+OVER WELL COMPACTED FILL - me Work shell be repaired end replaced In like new condition without coat. secure Blockl bracing,rafters,fastenings other supports be of a " r T D.Apply OrotoctNe finish to pans of the Work before concealing them.For example,paint door tops, B. Eadsting aurtacee tllsluroetl tlunrg thecoume of the Work shelbbe recomatruded and finished deterioration or weakening as the result of environmental conditions or aging. 7 b _ + bottoms,glazing stops,glazing rabbets,and hardware cutouts before hanging doors,and paint to match adjoining surfaces.Patched areas shall be finished In such a manner as to C.Perform cutting and patching for all trades.Patch holes where ducts,conduit,pipes and other products L - a5 REBAR.3'LENGTHS. 2'O.C. corrodible mounting Plates before Installing pans over them. Provide visual and structural continuity across the entire affected surface. pass through or are being removed from existing construction. " _ I 2'BELOW TOP OF SLAB -1/g•PER FOOT SLOP IN SLAB E. Where accessories pre required in order to install parts of the Work In usable form and to make me g. All voids created or surfaces disturbed resulting from cutting,removal or Installation of D.Provide chases,fumed spaces,trenches,covers,pits,foundations acid other construction required in I - Work perform Property,provide such accessories.If special tools are required to maintain,adjust elements as part of the Work shall be filled and finished to match adjoining construction. conjunction with the Work.If suU construction is not shown on the Drawings,coordinate with Architect for LLJ - O and repair products,provide them. 10. Except as provided in the Documents,no structural member or element shall be cat without= sizes and placement. Q N Z r T S.THICK LAB(APRON) AL BELOW Z to - - + GARAGE SLAB vd I'OIA GALVANIZED PIPE F. Follow mama manner ere instructions for assembling,s Instructions end Unless a products., not install written approval of the Architect.The General Conth new,or el coonscoordinate ruc all cutting and E.Provide and coordinate mamas doors and panels as required for saws to access to prequiringcest - °d b 0 I I @ INTERIOR PERIMETER,SEE 2/A2. products in a manner contrary to the manufacturers Insiructlons unless authorized iowriUng by the shall advise the Architect o/any potential confliots`with crew,or existing structure. adjustment,Inspection,maintenance or other access and as required for access to spaces not otherwise" � g _ Architect. If. Demolition work shell only be cabled out once all temporary shoring and bracing is In accessible,such as attics and crawl spaces. O. I -5 1/2'FROM SHED FLOOR To TOP G. Adjust and operate all items of equipment,leaving them fully ready for use. place.Removal of all temporary supports shall be completed only after new work is secure F.Check Drawings and manufacturers'literature for requirements for bases,pads,and other supporting r T OF FND WALL AT GARAGE DOOR H. The division of me Documents into Architectural,Structural,Electrical,Mechanical,and Plumbing and' and complete. structures.Provide such structures.Remove supporting structures associated with removed equipment I.L. LIJ La Civil components Is not intended as division of the Work by trade or otherwise. . 12. All materials.equipment and worltmanshlp shall conform to the requirements of authorities and patch remaining surfaces. 0 J J -- 4--j- 1. Provide utility Instellatlons from lot line to house including underground electrical,water,telephone ar.9 having jurisdiction of the Work. G.As part of one year warranty specified In the Generel Conditions,repair cracks and other damage "Lu {,� J -12'CONIC.FND.WALL CAN to comply with all local codes and requirements. 13. All materials and equipment shall comply with the Occupational Safety and Health Act, which occur as a result of settlement and shrinkage during the firat year after Substantial Completion. _ - 48'BELOW GRADE-TYP. J. Concrate shall have compressive strength of 3000 psi®28 days for walls and 4000 psi®28 days ! including all amendments. 20. All work shall conform to the applicable sections of the International Residential Code(IRC)2009 and all L/1 Cr cc vide 14. materials and shall conform to the requirements of authorities having other aDPikable codes. - -I : "" .,. n, „ ,., jurisdiction regarding not using or Installing asbestos or asbestosKontalning materials. 21. Drawings should not to be scaled from,G.C.to consult architect for dimensions. for slab work,end reinforcing rods 8 woven wire fabric(W WF)per drawings.Where noted,pro elan Z � hard steel trowel finish on slabs.Damp proofing shell be factory menutscturedsem4mastic tlictb @.i = :' "l •.,.. '' consistency from asphalts and mineral fibers.and installed on all Wells and footings.Piers for decks 15. All paint used on all products and assemblies shall conform to A.N.5.1.Z66.1,Specifications - W V1 I shall be concrete filled Sonotube forms. for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. Z 9 O ALTERNATE FND: 16. The General Contractor shall notify the Architect/Engineer of required Inspections at least 8'FND WALL OVER two(2)days in advance. w N 12-.12'KEYED CONIC.FTG. ry FOUNDATION PLAN 48•BELOW GRADE MIN. A 1104 r o^ 110 MPH EXPOSURE B GUIDE WOOD FRAME CONSTRUCTION MANUAL(WFCM) (CONSULT MANUAL FOR COMPLETE INFORMATION) T 1 i.0-,MPH a]EP0911RE B WIND ZONE D rid ■x POBun6'B 24:-0. P. one it ns �id"�i ITO 5'-6 1/2' 5'-G I/2' 3'-6' maro 2 amerwaa9bry5NedWe .. D Fat Iwsau ahmi can n,gfu uar shall `0 fi v'�f$ .A1IQIIW BoIY efld- t" V P•?h. . Itcu mq:aircR<. nmor.annrves ey��wun.rw� v.. } e"; 'x.g ,,, Y- M,LLF>%' vi '+ S t ., I .. wana:anaamxrorrwaksk raw i-. r � �•�x"�frrar`w�'nmuameo-,n. ... _`a 1,a. A.- dtOGBolt A �i,;• . • I - +��4- Ek '«n aaafuP.x.da.mn I>c lua ,d":.�. „<•� - '�mwm_r:N,�:q a .. "r}''. �h� �. �X '' Shear. y1�,:;�'�ui'~A•�'?X��1•;Sf�-P;�" .•'WL"m.',r . a r:erodd _ ro. _ �•� 1�1'.' >' i a /- aim ��r '. "rryl i p hdPauorv<n<-^Nkoac�man�2vu<trl I:,rumaewawx_ansr'16np�puemr....,._..r.. � n 9:FLllh iM Pdi aL.ill O<Pemin:d ca „'p`?Y Ilmab larva..,},Ih �':5•�'••.• ..{ i k<i rnmacrar -.: � 12 • -7-ANDERSEN Ax2B I AWNINGS.W REMOVAL INTERIOR - - - ` --.,° "` p i "� 't..s f et; `S. �••� p..,^.'T M w AN I w wnn wA. '- - c dorP�wee �+afaa�xPP"rnia-"mien"•v.-S•�vC��<nee r.�s �.�+a+"� '. � 'eFia<. 'a!' .r<e'. v, �4;'� :trfci I G 11e5' D eE FND. SE E- E HARD 4P w/s _ ___ 10`R.O.ABOVE FND.WALL-M.ALL WINDOWS- _Situ. snd/IF.uoiuY!e)-f:-:,' �{-,.,z max.� :x red r�.za'saes.: 9 .. P? >auzrum:t.=:^'a '.-a '' _ eR•-' asA` ''x '-'4. ^+'.�, � �Sc a .,�„-.' r.wwsa.. r�,�,. _.we�'m.'mvw :wim°vnreo°•w a1 , lit sic- L ;:Nuew.Naa3egffea>*asanl:.x ... v�15ai.aa y�S r_ �s3 Te oc:atmsaW9a, a .. :. .. ?,�d- sy <_ � s k'•- ■1 '� ■.WMa ataPbke._M Pv r i4 n-• �i�N e+ 4 'y 3 '- 5 i.. THERMA TRU.521505 MOOTH-STAR 3'-O. �L ',yJgv am W?1 Q" deep R...xe11Ra Ir�""C(y�r'^'24Y 1-•4 gl/3v}�(F+�N�IWU' �{.a uiiM ill pt xd «w.11s iliuli ,-Y, -,.1,, '' �' �. ' 6'-8'PA%AGE DOOR COLOR BY OWNER �aecwm w•w'sirioo,woel b '`'ati'`.z edit r:jlk4aioa�-7a ryReSaa:aa.< : 'p r<I.mam,. r' •"'^. �. _ ILea2dre sin crow. a wv�L '1'es- ,,fFt,..},.eafy�n�°�im r'�„f�ty��.� w D da,aenl N 1r cmp•sa1y J>a4�., apmlF Yuaol iA %ea�. '�,xiea'N^ n?°°`lom7ix% U lf.edr mold'atfeitd sew' "'�^ ; .? x .y .p� l ,F (•. - �Javt L?eznr„IOB°'r�p R ,'+;aam�'S�4•'d " 3-edr j>yrL" ?oe�s f q�ow.ldx`7�`,�- pannaCa•de.NeadeD oM/ar Blyder:lo :,(; :- •{ fu:. � >r 5 r��� _/F ,',i i:e mdawtt<,Ia:,cP+w.wladi iRV Je)?yhrl'��,-;`r.�:s�t„ed a�'"ya„4P'ed Ier,;ia`�q a,^' P:m co^^edam Midi noleaormM< ��'.r ::c T••• ^ '..•? :8'",12 hDO1.Elld -Y'" . b m NEW 5HED 'v rr ..m...� , r .. -- .,,eruct mPro Gn"-;Tow.. Daa.Tmi (Fla o/+,R(:�•' z•tea"#.,.,r;r,Im`J .moss can m.rw�Rm<a s, Tnn1<9 °.:otln1+°^,,wl"}' "o/,Plates :xFs' a1�MTnp.. _.. waam.• II PIPne ca udeeBia<uwa. le.......... . 'Kys. : btu,^'•.•I:a 4t..(-, .... � � _ _ I" _ snail act:'mNPa<e'wiNdm. _. • < r v,n:ro t.s a.fi'�z�„b�.,'�.y`r 3T"�.4.3ef1A,,�,x;' �`r�`1ra�3�ns' roc ei.<alopakw. RguIB3,AnChtirBll/ts,ResiS}ingUplllf LdtB/e_1 En'd SheaJ<lti8f�s:' "..brtm. o-wry coma Pm a ,O,x*1 x f ee ,,,•1 .C ipay I e?ev/e•a tiC( "+ - .. - . 9'.0'x 8'-O'TALL GARAGE DOOR TO MATCH Y;arte vuw apoma c i,lhyT'yy � e xf i par (q.:.�mp.ya$ngy t' 3 a eeamm Ml 'n Fri t�Balvnt Fla+a Ir.sam mlke_EP.•r,maa xha oaramor: a L� _ _- Ex15T.DOORS ON HOUSE.VIP �_.salve anaxotl rMd, raxaw` o.pmm Bumf<(/yea j I `soe�^'df a�aap 78 u k. - 'pdx<aAewaomnap rate w yawmis. ••tttV' 1-ea�S)}7 oa�"t' a MW�Cd'M,<, b d1. .',ache .. I - ,.o rapt^.,..a''v,\�J� ,��'... ,� y ':� [' X S� ri Y'lr•S,F{r11. { i'uh m.anmi'hnk.9. _ > Y4n 51 41��-yYyy2?• .3 6 FLOOR BRACING` �c `r Lit IS:vau a,bnm rxa r.xa na,a.rlmkaa Clacks -.ea -s my,clJ ax)d nrd,�f ba.s.wasoamav,-w.ar.mia•menay w.a: : Z o T J frp iBlockang;and;connections. . beprovided @t ppnel;Cdges perppndialarao flooKfrgming'members an'thefi'rst; O Tn Glv< wdmarapJi''i!x 51'•` r,•ee'eddrs'1c.r.& *,AA;x,5>„aew/>;+o rood t ro" t =�•k•._k, two See Ff rures95 Mace ands tr ilrcm spaced iD ry�'id1Jv h•ImrteP a/ t KC':Via• 3 Y r^YI•.v "5nr r @. . ). ..B: 9 ., n are g!.en m e:2(See cpage 7jnt .:•;camas an�,mrvPlm' ar_w '� '.."Yw?E"ar .n;,•bF s4'Y v^r',; K�x 'iy': ,. ,ses's.Co:' "T_tmFxgpe!swa �aldW>?TP brC'Llifmdd.§`.. u5 ' cam Mr 21 ea toe 6 aeWr11 n k - 4; L, , c � a emu Ls: T4D1 y„�!,, aP°a°<°,,,.;.,.rr�,+rY"s.*1,}�•`'wW> ',-� -' �"e.t_ �a iszc{'� ..-ti ..,,•• = a 'Sri azFlaue Pamlac4l,,`T,•. '.?�! ''ea"Y {S ^` 9 wv SST MA J�2� 'Jr'-;n'r,:xThn��`ti5"�ix't`.'-d2.- J a >n5a(.,;.s�:'.^ss.,'io>bdx?HL ",'�..i•"rb...;'�..: ,.K"�' rS,e,;wv.!„-exe°u .d!�S:z'Y ': ':i<cz z e ta+r',+.»V!4 4:as•t'f fl,iir4?F3i.#d'fiiS't52i "j' E f'A1„'i.., any, ' - •. r e?::' O y,rs'ofPa m wAoeeam 4..' °;':; s7 K�•Fd(4a.op.. :;tv: ri3,.saaea;n..ocmw 4 _ta;SYa25P ;v_:r,>zL z."z<5.".1'.;+E� .z v„,�:-.<: - .. 9_ t�`..,i 5.,� F ,r. i� • V1 0 . � O D.5. ,... T, r ,,z av,s fi-rye,tvz:r'.a,.A'h 7 ssdd?:':b zee x+.glci; '.�, Z a' '?Woad savewrel,Panas ti"° .ro�,_.. y'rr'.ttus�7&:v.':;' °.ssi3?a,!a'�2'�v'9asso;:•..o: i?' "`r,a'•y;sbz '"zw ''.*''s.:°p..4i'. '"�ifF'Z' S.s 4' "?T?,>i�Tt'S. Y;pn °`„�'atz o»n :rh a%''mod,.:&t��z zm"'T's V. ;sa >td.s e•^r"ea;, - . SHED FLOOR �.e o-. .r. s•,.•_ 3 ..:. �,.. '?`. 3 --�, S,7 Y:?ee� q:,r ,e�i k...}t ��'lv ads <s'"r UP W. B ,s.Yq .tl18.': .'. ,-"S!,itlao_p;F k7 r•6e>ir ww�elnam 2:.1 -;t� z z e+'c: SYvsy x'�.,ix eio .dL� -sz" sz',za•3t ^,.r 4 .r✓, '�. t9•' '+ .',rr'"e y' UP ya 1f4n=1r-0n - ✓iM1?a GYq Z > I f FGY 109 iSN M49tB:1F. tJ F ) 1 KrP Y ) la4n. is i...m.m•m•.a coo a,.aemw.wa.m:,Mv �f"3rvae fiK£3` Yes zna>r d.>"IbtGa^,,.sTw;-ram'. f',i?a>r.^'.-' air`�.sea:;P` ..,r s cPa a mw,!mw rasa'-. .. 4 (:.. .j .o e,•h: c V"v. wdu uNa "aava.w mP.a m ul.a fa:a.w admam:.m<anre 'a.mam!mw rids a.aummm. tiP.:bto'Sr ,,, �s zx �a•t{k's;.+t i'�IS.t 2.t sr,sea..- ,ti.1F :,y"t. ebddng - Y` to to10 e4mum rvapmlmtwcmlmdNnma aP�arnW aPman mlU can asrvadnum moms mnxrmir.PNdMaa. itrtll '.`"•:c : :. , p;Z'O it .3UL4 zx o.M Y:71$1t9.+ ,G3 rSz4r. hrJe?r-ze _.._. .............___- -_-_ - .-_....__..-- .w 2 ' AMEAK4 roaFSih PAPER AaagtNmON " AMFR LAN IVppeLOI.WGI -�--•y ' J'. 1 � m ALUMNI.GUfTER9 TO MATCH H2 SA HURRICANE A2.1 EXIST.MOUSE w;y DOWN CUPS @ EACH RAFfE° Q' BPOUTS(EACH 5DO 'Figure g Root Bracing _Z -, 3 2xOS xy I/2'PLYWOt70 S 5V./ '■.FY b . "yam' �,41f R M" a D.s HEADeRs-r P e4? ,rSn ee( 4' I:IBIOeId ei24 O.0 3' �h" <Pl 1� - 1 �[,r,WFlg ot�1' ..._...._._..._-----.____.-____._-.___...__._ _ _----_•-_---_------_- _ _ _ .. -----.... - _- --- ovERn G,eAcn sibs ^ k�,a� �. Sing AN .ry . ASPHALT EXIST. INGLES - ---- .__...._-_-_...._.___.:..._.:._-..._-_ I - ' ', - - .�f''y." 3-2x65TUD5 AND BLOCKING w/ i,^�,} t'� �v�.•^. q' �� �c-1 o..:,yN z�� q?,•��?��'i.K I+F����'r:+''h+� . TO MATCH EXIST.HOUSE- --__.._ -_ - - - __ -` - - __ - __ __ " �s ,�X' _ r ,.�. if:• 1-'..v reko: tit'`-t.,7,�41'V'•....k'j't+'tx?'.,,r:^„u v' o.e ^o _.._ -._._ - .._- .. ....._- - ...... _ _ 1 I ;/ ... 5 MPSON nDU2-SD .. �w at.±9e-�V�Y i;....:�-Sr` .ti _-._.__.____-_.-_. ___ a I, I :. 5. "b '=•d-'$= - _ -_._.___.._._. _.--- � I 52.5'HOLD J+$y� � }, .� 1IOId..Down -_.____._. I 9r DOWN. 5/43' ANCHOR ROD R:�, .,. ,fly n? '. •5,�`'j i.. �x+�•,���y. � I�, >���� ? lea I - I EMBED 8,43 MIN.EDGE D15T. �.ot=\i',y-,_f;;'r`.,'L'�.w•.•-.•. '�a;,S{`S �t.,k. �:�• 'X1.Y'7, ',i,; -COFUIeOf1.NSM8 y -- ---' --------- _- ------'-'-----'---- -- I .._-- '--.._._....- --_._....._._._..-----'-"- I I •I I I • -"---------'----'--'---'------•------- -'._.---._------"------- - I I� I mLTI•nrr-nr Iso Mix.EPDXY --------- '---'-----_----'-----. -_--- 1 f- " �. .' s:y,.,: .Yrs , .�"•r;S.. to {�.. 1-�' ,z„.�i+,,.n;5; •a*f-•.�`!ri."=.ai�',d, v. '.,;+y..{,..,.;.:�';,`.?.SEE SECTION FOR ROOF -_-_.._-_.__._ -_ _____.___._�___,_-._.:_--.�__..______ _____. i i 1 I I I I I I I I I I I. I II f FRAMING-. I T I I Ili TYPICAL EACH CORNER WINS -- -- l l I I I I I I I �. F'- q 3/4•T+G PLYWOOD GLUED AND 5CREWED DOWN TO I �'F" �ps•+c�i - U cc 2x 12 CEILING JOISTS-� I I I I I I I I I ..I I I I I I Figure 18a..Corner Stud No%d Down Detail 3 Sh{ds'wltlr 8/oddng ,� Z , 4k4'ATTIC ACCE55 CENTERED i 'I I II V ON GABLE END WALL � � I � 1 I I •I � I I I I I I I I.'.I � "' ' I ) .6®: ROOF BRACING-EN®WALL z a: 711 G'W.5.P.a 8d NAILS @ 6' - O.C.5/e'DIA x5/&ANCHOR 'Bl«king:ond>connechiin315ha11 be provi0ed nt panel'edges perpeodicDlnr`to;r"oof framing;diembai'siirfttbe:firsp' i }m o - ___.______. 1 I I i -.1'I I I I,• BOLTS @ 24.O.G.THROUGH " -_..___---..---__.__--_. ____._ ," -_-____--.-_--.____.__-._- •�A 1 l two«ass o;Jorsts es(and$hall bgsaced ni;a;maumum of'4;fceToncentCr.�Naaho "uircmentsoie.;ivem " oouBesaL-Tin. in.Table•2:fpage 7).,SeeaF,igure"9, _'_-____- I ., In !�. I i I I. 1 I i 11. I I I ir. I I I I I •. .. ......:.. .... O. V N � , ' �_-'--" `-"-"'""- {, ® EXCEPTION Wlen;at):Btdc[iota orceiling;dipplliagm(s;used to'braceahe ablBenGwallbr-when a'A +. - PROJECTSTATUSi � -____._._ __-.__ 1�, .. .:•, : - CONSTRUCTION l DOCUMENTS H-N O 2,10 RAFTERS @ 16°O.C. .. - . ALL DRAWINGS AND WRITTEN MATERIAL^ - ' ' ARE THE SOLE PROPERTY OF INTEGRATA N LOFT FLOOR D ROOF FRAMING 1 DUPLICATED,PUBLISHED, A 1, •1 v4^.="T-O^ ARCHITECTURE AND MAY NOT BE {{ _ DISCLOSED,OR USED WITHOUT THE .. - •A;t - EXPRESS WRITTEN CONSENT OF ANDREW - - O a J P.BORGESE,AIA,.ARCHITECT., ,CS.aDM RI VENT RIDGE V[ jP e�'N BONv`oc. RIDGE VENT ASPHALT ROOF SHINGLES 12 ul 1 No.2DO34 m 1 9C MICROUAM LVL FAIM(MITH, 1314'x 14"DffP RIDGE BEAM WHITE CEDAR SHINGLES TO ..._ -1.30V[R Ixg PVC TRIM MATCH[%15T.HOUSE ASPHALT ROOF SHINGLES IF COALING P9F LIVE LOADAND P,SF 12 OVER COX PL ELT PAPER OVER S& YWOOD OVER 2x 0 N 15 C TRIM DETAIL TO DEAD LOAD 15 EXCEEDED EEDED AT LOFT FT ROOF iHCN MATCH IXISi.HOLES[ VERTICAL BRACING®16 O.C.(EACH SIM 5 10 RATTERS®16.O.C. LOFT FLOOR \ REOUIRfD W 4 5D52512®TOP+4 -6•n 5D525412 0 BTM(51MP50N 5TRONG-TIE°' - - —J - FASTENERS);SOLID 2.12 BLOCKING BETWEEN VERTICAL BRACING AND FLOOR J015T WOULD BE RfOU1RED;ALL CONNEC-IONS MUST ALSO HAVE ®�®® .► I x5 PVC TRIM CORNER LON5TUC710N ADHESIVE ArPU[D,R40C OR CO. N � I x6 C TRIM•M. BOARDS-M ® PVC TRIMA / -M SHIELD . 1 1 OVERHEAD DOOR AT E ICE+WATER I v4 PVC TRIM EDGES OF ROOF- ®®®® OVERHEAD DOOR TO MATCHI� PVC TRIM SILL-Tyr— IX15T.DOORS ON HOUSE I I FQ4UNG JO 5 C G.D.C. 'AIR SPACE C. rooverwn Door^ I HICKS VENT OR COUAL 2.SOLED DLOCKING I I ®® ALUMN.DOWNSPOUT BEYOND �„(,� APPROX.GRADE UNf_ I r I I - - - - - - - - _ LOFT FLOOR \ — - - T.O1FNU"_`\ L li 10 6" 0 Z ll Q ALUMN.GUTTER 2.JET BLOCKS @ 16'O.C.W I/2' '^ C SHED FLOOR `\ ADD 2x BLOCKING AS NEEDED AT 2x MID SPAN BLOCKING CDX PLYWOOD BACKER O I 0' 0" IV EACH PLYWOOD SHEATHING "a E: --1.10 FVC TPJM LJ_ w W I I ALUMN.DOWN SPOVT BEYOND�', AND,OR 5UDIYOOR EDGE DOUBLE J015T5 Q OPENING IN FLOOR, I x6 PVC TRIM O J ...1 I r—FND.BELOW GRADE•M. USE nU52gS®EACH CONNECTION ------—.J 3x6 NC45 EADE ®MEAD LY WINDOW I x7 PVC TRIM N cP L--------------- IWOO V —� Z FRONT ELEVATION H2.SA SIMPSON 5TRONf-TtE W z J � LA o o- - AND[RSCN WINDOW-M.- - j HURRICANE CUPS®CACH RAFTER M, 1/qr=�,-0r N 1 � I A2.1 S \-5ND5 BEYOND NOT I a L SHOWN FOR CLARITY T \y W.WRAP OVER 5/g'CD%PLYWOOD C.5HINGLE5OVERMARHOU5E I T-III OVER MAR HOUSE WRAP S 5/g•ANCHOR BOLTS 0 24'O.C. OVER_'CD%PLYWOOD OVER OVER 2.6 STUDS®I G"O.C. THROUGH DOUBLE SILLW 2.6 STUD$®16'O.C. 3'.3'.1/4'PVRE WASHER-M. 2"g OVER 51LLISEALER - I � I to,PER FOOT SLOPE STARTS AT I ASPHALT ROOF SH;NGL[5 TO APPROX.GRADE ROAR WALL OF SHED(SLOPESR)DOWN D TOWARDS OVERHEAD DOOR) MATCH IX15T House - - -� T.O_FND.. LOFT FLOOR�\ _ V - — SHED FLOOR �'1 •1 `-5'CONC.SLAB W 6x6 W.W.M. r •, � OVER WELL COMPACT ED FILL -I I b 6 MIL.POLY VAPOR BARRIER - - 1 � FA �� - x 6 PVC TRIM 0 PA55AGE DOOR , 1/2'HLLER®PERIMETER OF SLAB - 12'THICK CONC.FND.WALL • PLTERNAT[FND: i. - � i -..._ •f, g'FNO WALL OVER Y.. < C _L _ .-I 2'a 12'KCYEO CANE.FTG•.,-"r � 1 _ _T.O FND. L\ 48'"LOW GRADE MIN_ _--_ -...- - --•- -^ - ' im to SHED FLOOR ,\ 0 f 6 �BUILDING ScCTION H I 1/v -0 - CONCRETE APRON J d � CONTINUED INTO O ..--------------------I----------_ O 5HCD,1/2'BELOW 0 W MAIN SLAB ELEV. .�O IXT.WALL� 9• 6' Z 0-1 Q Tj N _ . V aa� M , ~¢Q CK A2.1 IN l�B p' FIND.WALL _j V'T -.--- -- /O /, REGRADC®PERIMETER m COMPACTED W GD )� " ._- I --= v= —_- ----. FILL OF SHED A9 NEEDED J a N LEFT SIDE ELEVATION _ - = I ICI iI �I /I 5'c NG.SLAB • co B 1/4 =1'-0" - - Z °z a LOFT „FLOOR 7 9 - -- FLOOR 2 N DETAIL LA LOFT OR T ALUMINUM GUTTER EACH SIDE '/ Z Z 1 - •• 1 TI 1 1 SIDING ON RIGHT SIDE OF SHfO ONLY ALUMINUM DOWN SPOUT EACH SIDE w IX co U —T_O.FNDD - -- - - — T.O.FND�. r _-- a' v 1'-0"� rI p c w i SHED FLOOR_ SHED FLOOR..�] /.•:.. i ¢ m o o I 0l-0" 0'-0. V w Z w W 3 w J 3 0 l" --------- ---— L---------- I ---------- I -; I 1• :I� r a PROJECT STATUS: c _ g Cn REAR ELEVATION /p RIGHT SIDE ELEVATION L � '?: L� - �I ' CONSTRUCTION 1'0" �}1113 =1 l F G d S t DOCUMENTS c 0" N N N o A2. 1 a r ' C c • r w Lxj c tJ Z T o LLI in LL w o w Lu Lin J ICY cc W w 1— w Z z ~ p 'y N TOP PLATE CONTINUITY IS 518"PLYWOOD SHEATHING I REQUIRED PER 9802,3.2 CANNOT BE SPLICED AT HEADER EXTENT OF HEADER _ LOFT FLOOR I r 202 CEILING JOIST 101 - 611 � I• 3-2xl2'sw/2 LAYERS OF1/2' ;l Z PLYWOOD CONTINUOUS HEADER 5pI FASTEN SHEATHING TO HEADER 0 id g WITH 6d COMMON NAILS(0.131'x2- _ 1/2")IN 3"GRID PATTERN AS I O.H.DOOR R.O. s SHOWN AND 3"O.C.IN ALL El r PLATE UPLIFT STRAPS O o FRAMING(STUDS AND SILL)-TYP. j i t N W g rJ 4-2x4's ON THE FLAT I V FI 1,000 LB HEADER-TO-JACK- I�; 4 2 STUD STRAP ON BOTH vi coW 0 SIDES OF OPENING(INSTALL .1 `�' AT INTERIOR OF BUILDING) 2x8 KING STUD EACH END 17 77•� W °m Z.c a FOR PANEL SPLICE IF NEEDED I7: J ( ) 0 2-P.T.2x6'9 2x8 JACK STUD EACH END co PANEL EDGES SHALL BE BLOCKED G 2-2x6'e L I• r—STRAP TO FND. Q AND OCCUR WITHIN 24'OF MID z Z HEIGHT. ONE ROW OF TYP. I i. ija; _ �'; ANCHOR BOLTS PER 2.2 Q a SHEATH ING-TO•FRAMING IS _ ti REQUIRED IN EACH PANEL �� 1 -9" ' 2 3/4 _ 2'-2 3/4° TABLE 4 OF WFCM 110 MPH I- MIN.WIDTH BASED ON I. EXPOSURE B vi g 6:1 HEIGHT-TO-WIDTH APPROX.GRADE S ° CONC.FND.—� — _ RATIO:FOR EXAMPLE: T.O.FND. ;g 16-MIN.FOR 8'MGT.20" 1 II 1 II 1 _ 0n FOR 10'HEIGHT•ETC. - v SHED. FLOOR_ ? 0 0 \ 01 - 011 C w N < v cc _ w z w � I �. GABLE END_ FRAMING -j -j • uJ CD-1 NIT E 0 R ATA archi.t 'e' cture'. - .cons-truction .- I_ J� Tj f1 j� J Date: 20 December 2012 Company: Town of Barnstable Building Department Attention: Bob Mckechnie . Fax Number: 508-790-6230 Project Name: Whiteley Shed, Osterville, MA Gable End Framing- CD-1 Thank you, N -O rri �`yyti h 0 \.J w Andrew P. Borgese, AIA, Principal, LEED AP -a z to Number of pages sent including this transmittal sheet_z_ W. n If you do not receive all pages, please calf 5o8 495 6575 as soon as possible. v, Thank you. M 419 PALMER AVENUE FALMOUTH,MASSACHUSETTS 02540 T 508 495 6575 F 508 457 7743 WWW.INTEGRATA-AC.COM TOWN OF BARNSTABLE Permit No. _---------_---------- Building Inspector A rua � Cash -------------- OCCUPANCY PERMIT Bond --------- -- No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor 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 eat,, . 6uiaa�agr Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ...................................................... 19_.... .................,................................................................................._._.._...._ Building Inspector c,,t�,tG t_E Fatit t trY - 3 pi► LY t=��/ • 110 It 3 +SOI..'0j(ri.P.R ' ___ . .__._.-._ _ -_ __ ____ septic- -rA."W. • 330 xZoo 4Gv , M. u S r= 15v0 y; © a�a vt S PoSAt_ P i_T-- � /G� �3 SrntilC � ! 4k S0'rr0*.n 21 yt+• `� a�T y.Q �!1 113 �c � � t 13 , TOT^'%- --?top � PEZc.O"Tto,.t 2ATLh. t~iu oeLwos:_ 60 rip Nt�_ •�.sA ��? � r r. i _ _ IRAu T. �_ Lai 40 i . , 'TtST P-ZIP - g5' Tor FWD • toc' zR:777OV71M � 4J. '�i/E two S a��. � Pivc p�T twc 4�L. ��•g 2 Sat. 98.6 SI:PfK UAA t TILQW. i - S4AJ �T; bit.. 4�•Z �� '� _ ,,. V D R 3aj4 TU GTD N r. QD � C EJ2 T l F t a l7 R-oT PL_A.N i71zO Fr L r__ lo0A.T10tJ N! wo�'TI*6 01L4'.�( RAM la' WO Scstxm Go 1 l'_ (gyp p A.T t- Q rL 1$I I CECTtFY THAT T'%.W I'vvQ*(>QTlvN swmuw t-iEQr oN _ GoMP�-Y S W t TN Tt4r& StDCA_%t+ Q& L c Z g AWD 4aT-U sCK Qt�gJ�tiL�•MG�•tT; OF T1.1� ! I-ov_&t of D1!►TG�. 4` 4 � �. � t� I.l 4 1 eax•ree c � yc. ¢�IST•c tzt� �o�b �e�`i� TW4 PL&W IS► ►.OT $dSE3> Oil jLU tafT¢)MWT 04T '"'V/t sL �btA.�i�a• SUCv!( 4 TVt4 0FFS4T; '54ONI.D NOT aG USER APPI-tGAWr I-; To 'VtrTCXM&W 6. �_CT USJ U*. t---.•� � �� /�-�9� s/iz/.sue l J� - / mil •.a of numbe 73Assessors m / FTNET SEPTIC SYSTEM MUST BE Q,,o o�♦ Sewage Permit number ..L d� o� g ................................... . INSTALLED iIV COMPLIANCE �� �},cwi WITS! TITLE S. � � BaEBSTOD Z LE, i House number .........:....... , ' DE At D 9 Mnea ...................................... Cw, :fNVIRONMENTA �O i639 00 TOWN OF BAR.�N.STABLE . ` BUILDING INSPECTOR APPLICATION FOR PERMIT TO .........:c1.v.�L• .... j� OW! ....t-1 r. `1..... 0 L)sk—...................... TYPE OF CONSTRUCTION .................... .0)s..........T_KAd ....:...................................... ale pp I........................19N.. •, TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......K1?..1.......:;�$.......T)'C4 4.0. ..� ;.... ...wlES . ....... Proposed Use ........O.dA......!F&s t.Y Y.......94c5 t. ................""..��........w... .. ... ...... NI��S Ion!`.. d/lS................................. oQ ►�F' l Zoning District c.�-� :.................................................Fire District ....G..1� (1��V1.�-��-g ........... . .. . .................................................... ��012�� 50 q T�! �� ,r Name of Owner ...... ��.�� ..� � .4Ll..........-...�.P....4?.l.�.............. ..._.6............... ....................Address ............... ........�: .... Name of Builder .....60!�!w......k-K .........Address ........ ...... ................................... Name of Architect ..................................................................Address .............�P. ...................................................................... Number of Rooms ..........�.....; o�!` .s..............................Foundation ....... v/Lf,b .. P. t ?L�n ...... . .................. Exterior .......0.00,t...... .-�...�W�� ...............................Roofing .......... ................................................ Floors DlL �.!. -...................................Interior ...........�� 5` P��................................................ ................. ........... ... Heating �-- J"T" �. .........................Plumbing .........D A:,5m! .r � �5?"' 2 x�. ...... ....... ..... ................. 1............�........................ Fireplace .......z...-..........�h C .. ....`A!�o.!I ..............Approximate Cost .......... ................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area ..... P4 �7.................... Diagram of Lot and Building with Dimensions Fee �d.............. SUBJECT TO APPROVAL OF BOARD OF HEALTH � �A; k,,r 3Z� 3�o sF ` f - 'h� 4. w �8� 3C tz CASE �7 A Q01LI-rq A I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding t e above construction. l Name .... .. .............................. .............. ...................... — SON0TAG, GEORGE / / . � . No �.]lOO—. Permit for —Ooe............................Story , ` --' *. � | ' ___Si�ol��..frand'lv..��8e_I.I ' ............ ' Lot *28 22 Tranquility ' [M�K�n ----.�-----.����g!���i=�`—J�aoe . . . / 88a to�o Mills ' _.��..�__� zo �.' . ��----.—~.—.---,------- . . �o� S� Owner —..�--..�9�,'�*��g���.—__`^___ . Type of Construction — --------. ' � ----'---------------'r�----' ' Plot ---------. ��................................. ` � ' ' ` ` + May l2 ^ 81 Permit - � Perm Granted -------�-----..lg Oota of Inspection .................................... ^��� PERMIT REFUSED � - ` ]9 ......................................................... ... ;:.,----.---.—.--,--..—.—.— , ^/. _/V��. __________.. ~ .—.~.— - ~ . ` Approved ---------------- lQ / -------.--------,----..—"---.. � , — .. ^ -----'---.----.—.—...+~— _ / ll t` , Assessor's ma ' ond�ot number ..../.a �� 8 / F t - , y� THE Sewage Permit •rium'r-'ber ..�.�/.�..Z-.3� BARNSTAXLE, i House number o`, 0 3 0� MA89 9�,0,t6 q: \0 �£0 MAy A, TOWN: OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...... . ;)1 O OSk............. .......... TYPE OF CONSTRUCTION ....................ob ......... ..............................................................:. ...............s:. +.!....................,9.8.f:. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ .t?..!....... ....... p ( ....f d 4.14-,�L2;,j.!, .1S...It�FS..,.... ........ Proposed Use ........ r ,�...... !�.!'I'.f�`. IC $I n c.!.�°. ",......................_ e.+................... o� °!_•F^ __�__-_ �.J�1� I oar / !u. Zoning District ...........Z.! ..................................................Fire District .... ....<05.j jh.;:.,j, ........................................... Name of Owner ... O h �PjAoq.ni(.................Address �o`TiJi`r ��4.� (�t�l t� NTt�r Name of Builder .....hO.kt--1...... .........Address ..........r:>�.�.J.�........ W1ld .............. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..........�.....e C?..........:...................Foundation ....... �eaa�Ca,!C ........................ ................ Exterior ....... .t>r .......5!tt!Go ................................Roofing .......... .t k L.................................................. Floors ..............A�. Ifs l�4,..................................Interior ...........� ................................................................... Heating E .4a h4v...................................Plumbing P�fdS"jiC. �OP�Ir ......................... Fireplace ..:....z77. ►L! ��-.. .... ?..o ...ICE..............Approximate Cost :........ 00.1.0 QO.,.�'Q"'........................., ' Definitive Plan Approved by Planning Board -------------------_-.--_ ��G...5? ,,,... .. 19 ---. Area .. Diagram of Lot and Building with Dimensions Fee . .............'... ...... SUBJECT TO APPROVAL .-'OF BOARD OF HEALTH k cT 1 za r� 5P , (-AFAr_i 1� r j ` as I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name. ?......... ..`............... ...................... SONNTAG, GEORGE A=121-150� 23100 One Story No ................. Permit for .................................... Single Family Dwelling............ Lotion' 1.'ty...Lane Marstons Mi .......... �.�. .............. Geor e Sonnt Owner ..............g...................4.c1.......................... Type of Construction ..F.ra Xe.......................... Plot ........................:... Lot ................................ Permit Granted .......Ma......1 .. 19 81 Date of Inspection ....................................19 Date Completed ...... ...............................19 PERMIT REFUSED ........................... ......................... -19 . ....................... -- - ............................................................................... Approved :........:...................................... 19 ............................................................................... ................................................................................ el O 03 c-:)-c;�- cf Town of Barnstable *Permit Expires 6 mo from issue date Regulatory Services Fee • HARNSTABI.E, • 16 Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner p 200 Main Street,Hyannis,MA 02601 I" www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNHT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 4-2 1 16 -0Af Property Address oV D, ✓l.t',�,✓�C�CJ/� �. C7 'Q Residential Value of Work+ " a-uo ' Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address ( ` tt I/1 r Contractor's Name s S2 nS-Hruc-4-i n,n, L(.C Telephone Number (508 q;2 g-_-2.;?c 6Z Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) C, + 8 [Workman s Compensation Insurance Check one: I ' ° t ^i 0111 11I ❑ I am a sole proprietor I am the Homeowner i Q�l � I�Ar���'j I have Workers Compensation Insurance I Insurance Company Name N0,41 or)0 I U o i OY) f- re_ t n S uy-("n C e Co . Workman's Comp.Policy# N C_ 609 9 140(0 b 1 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.44)#of windows *Where required: Issuance of this pemut does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. f the Home ovement Contractors License&Construction Supervisors License is required. SIGNATURE: Ale QAWPFILESTORMS\building permi�fl - Revised 090809 The ContmoxweaM of MOMIChusea '6'�ofIndns&WAcd&. i OfflCe of lnve4gadon ; 600 warhhwen,meet .8osllM MA 02111 I workers'Com WWWROs gov/dfa A licaat Informa oe nsaboa 7aswt a�AMdaort:Bulders/CoWndo I �cians/Plnmbers Name( Please Print Legibly Olvraai�iaual): r�S2 r Ca ns�k'u L-�'o L� Address: 0S, it am'/state! L. + 1��{ �b3 !E3 ou an employer;,'Check the a Phone#: y,2� ,�9� PPr'aP�te boa: Iemployeesam am a loy with 15 4 Q I am a general �I Type of project(req�d): i 2 am a sole proprietorUme)* have limed the 6. Q New construction 01�r hm. listed on the attached sheet ship and have no employees rinse strb-c�nttacto s 7. ❑Remodeling working forme in ahry capacity emPloyees and have workers 8 o w ❑Demolition I [N oticers'comp insurance � manta t 9. Q Building addition 3.Q I homeowner do' S ❑ We are a corporation and its 10.0 Electrical �g all work oficM have exercised bear mpaus or additions myself.[No wows'�, right Ofeocemption per M01 11-❑Plumbing repairs or additions msuranoe -]t c 152,§1(41 ami we have no 12Q Roof repairs employees.[No workers' 13.Q OHher comP•ias�nsuce t Homeowaets who Wh=tWobacks box;ubmftftc mm abu a out the Sargon below ] �aasm that check aMdavrt rig ft9 ere doing slI wo aw 60 bile polray won i IP�e subcomtra joy �orvide their oPibe ��f or � such. I inn an m,..loy .. omP lmbry nc®hor. ead4es bave � infOr7nRhOn. .��`•'�a pivvr(p�1pB?�j$a ppA�f�MY ff4M/yeg l`- �anae Company Name: Trp�Q� i' ,v Policy#or Self-hM L ic.#: WC00q I EXPiration Data: o 24r, 020 / Job Site Address: �oZ Attach a copy of�e workers'tomY�tat�JZipS�c,. Far7nne to secrue coverage as n Polleydeclaration Page(sliowh,g the polfcy,{umber and a rra nnde'Section 25A ofMGI:c 152 can lead to the im aP� tion date), I fine up to$1,500.00 and/or one-year imPrisoom�as well as civil Position of arin*w penalties of a of up to$250.Q0 a day against the violator. Be advised that a Imes in the form of a S I OP WORT{ORDER and a fine InvW igations of the DIA for insurance csn,�verification cePY of s�emehrt may be to the Office of I do hereby ter s perlat#es ofP�this the j PMMed above 6 true aadconaft S' ; -- [Lqsuing use only. Do not while in this�to he congrlet�d by cfty ortown odicioi Town: Permit/iicease# i Authority(circle one): d of Health 2.BuhTding Department 3.City/Iown Clerk 4,Rlectrial r Inspector 5 Plumbing Inspector Person: Phone#: 3 AC�� FRASCON-01 FCERTIFICATE OF LIABILITY INSURANCE °^� m 10/21/2010 Insurance Agency,Inc, «)��� THIS CERTIFICATE 6S ISSUED AS A MATTER OF INFORMATION ort Road ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE r,MA 02720 ALTER THE COy�pGHOLDEIL THIS EA TE RD® EM�D?CEXTEND R INSURED Fraser Construcoon LLC INSURERS AFFORDING COVERAGE P.O.Box INS INSURER A'Natlonal I.Inlon Fire Insurance Com NA1C# Cotult,MA 02635- INSURER a INSURER Q INSURER D. COVERAGES INSURER E THE POLICIES OF INSURANCE USTED 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,IXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.INSR POLICY NUMBER O OF INSURANCE GENERAL LIABILITY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE b CLAMS MADE OCCUR ISES b MED EXP(Any one b PERSONAL&ADVINJURY b GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE b POLICY F1 MOT O LOC PRODUCTS-COMP/OP AGG b AUTOMOBILE LIABILITY ANY AUTO � aNSINGLE UMIT erM $ ALL OWNED AUTOS SCHEDULED AUTOS W LYYIIN IURY b HIREDAUTOS NON-0WNEDAUTOS �LYILYI dmQ $ PPRROPEPEPE DAMAGE b GARAGE LIABO.RY ANY AUTO AUTO ONLY-EA. DENT b OTHER r EAACC b EXCESS/UMBRELLA LIABILITY ALRO ONLY: AGG b OCCUR CLAIMS MADE EACH OCCURRENCE b AGGREGATE b DEDUCTIBLE b RETiMION S b WORIOERR COMPENSATION b X STATLL A AND EMIKAYEW ANY PR YIN C009930601 9/26/2010OFFICERMEMBER EXCLUDED? (fft"In NH) 9/26J2011 E.L. CDEYT under bb 550000,1 00 PECA E.L.DISEASE EA EM3 ROVI PROVISIONS OTHER E.L.EL DISEASE-POLICY UMIT b 50Q00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/E( DNS ADOED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Y Fraser Construction,LLC SHOULD ANY OF ME ABOVE DESCRIBED POUpESBE CANCELLED BEFORE THE EXPIRATION PO Box 1845 DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Cotult,MA 02635- NOTICE TO THE CERTTRCATiE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY IOND UPON THE INSURER,ITS AGENTS OR REPRFSE ATIM AUTHORED ITATIVE ACORD 25(2009101) 9--ri_ ©19W2009 ACORD CORPORATION. A11 lights reserved. The ACORD name and logo are registered marls$of ACORD i Office of Consumer Affairs and VUSness Regulation 10 Park Plaza - Suite 5170 Boston, Massachisetts 02116 Home Improvement Contr�.Ctor Registration . , --- Registration: 112536 r r Type, DBA Expiration: 3/23/2013 Tr# 209024 FRASER CONSTRUCTION CO. DEAN FRASER P.O. BOX 1845 ` COTUIT, MA 02635 Update Address and return card.Mark reason for change. Address n Renewal Employment Lost Card DPS-CAI 0 50M-WD4-G101216 Office�toume�rs eness egu adn� License or registration.valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 12536 Type: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Expiration: 3/23/,�013 DBA Boston,MA 02116 F R CONSTR.tjCTION.CO. DEAN FRASER 104 TWINN VIEW NE. E FALMOUTH,MA d3 36 Undersecretary of va I �t ut si re 3 ' 4 L i Massac6u'sett"s- Department of Pubtic`SafetN Board of Building Regulations and Standards Cahsttuct'idn Supervisor License License: 'CS 97668 Yw..• ;- .aYyi . DEAN .FER nY .104 TVa/IIN1EW i ME EAST FALMO-TH ' A 02536 Expiration. 6/7/2013 Commissioner' Tr#: 16692 } RECEIVED Fraser Construction, LLC P.O. Box 1845, Cotuit, MA. 02635 Email: fraser_construction@verizon.net www.fraserroofing.com Phone 1-508-428-2292 & FAX 1-508-428-0123 HICL#112536 CS#97668 `A DATE: May 20, 2011 PHONE: 508-776-7701 NAME: Craig Whiteley MAIL ADDRESS: 22 Tranquility Lane Osterville MA 02655 JOB ADDRESS: Same RE: Roofing Break Down Pricing with Specs Fraser Construction will include a 4 Star Upgraded warranty with the selection of any 30 year shingles or any Lifetime shingles. Certain.Teed SureStart Plus- The extra measure of protection when a credentialed company installs an Integrity Roof System. 4 Star warranties have a 20 year Non-Prorated Coverage on any 3 tab shingles (XTAR 25 & 30) with a 50 year Non-Prorated Coverage for any lifetime shingles (Landmark Woodscape, Premium, &v TL), which will cover incase of any in warranty repair, Labor and Materials, any Tear-Off, and any Disposal Fees. Upgraded wind warranty available on the following products when special application methods are used. See description below and in the CertainTeed SureStart plus brochure enclosed. Supply and Install - CERTAINTEED LANDMARK /WOODSCAPE: LIFETIME WARRANTY CLASS A FIRE RATED, ALGAE Resistant, Extra Heavy Weight, Self Sealing, Multi- Layered,.Architectural Style, Fiberglass Based Asphalt Shingle with New England's Exclusive COPPER/CERAMIC Stones with a Full 10 Year Warranty against ALGAE Containment. 5 year 110 mph wind-resistance warranty with six nails in common bond area, Fraser construction includes six nails in common bond area at NO additional cost. See actual warranty for specific details and limitations. Color: z5l4(E & f.,rD PRICE- $11,250.00 Initial Note: Block off two louvers. f - Product & Installation Details Supply & Install - (Soffit Venting) Hick's Ventilated Drip Edge or 8" Aluminum Drip Edge with existing soffit vents. Smart vents over white drip edge. Protection against damage to the roofing materials and structure. The most effective system is a balance of air intake and exhaust that creates a uniform flow of air through the attic. This system creates a condition in which the roof temperature is equalized from top to bottom, supplying a uniform air flow along the entire underside of the roof deck. Supply & Install - CertainTeed Winter Guard or Carlisle WIP: (Ice & Water shield) (WIP- Water & Ice Protection) Waterproof Underlayment System (3ft. on eves and valleys, 18" on rakes, walls, and skylights) Water and Ice Protection (WIP) is a self-adhering roofing underlayment used on critical roof areas such as eaves, rakes, ridges, valleys, dormers and skylights to protect roofing structures and interior spaces from water penetration caused by wind-driven rain and ice dams. WIP may also be used as covering for the entire roof to prevent moisture or water entry. Supply & Install - DiamondDeck Underlayment Paper Or Rex High Performance: (30 lb synthetic high strength underlayment) Manufactured to provide best-in-class performance in terms of both weather protection and contractor safety. DiamondDeck is a synthetic, scrim-reinforced, water-resistant underlayment that can be used beneath shingle, shake, metal or slate roofing. It has exceptional dimensional stability compared to standard felt underlayment. (As recommended by CertainTeed) Supply & Install - CertainTeed Swift Start With self adhering asphalt starter course on all eves, and rake edges. CertainTeed requires this product for Integrity Roof Systems and upgraded wind warranties. Supply & Install - Aluminum & Neoprene Soil Pipe Flashing Supply & Install- Ridge Vent - Shingle Vent II High performance ridge vent with external baffle. (As recommended by CertainTeed) Supply & Install - Pre-Cut CertainTeed Hip & Ridge shingles I Shingle Fudge meets the hip and ridge accessory requirements for the CertainTeed Integrity Roof System which is comprised of underlayment, shingles, accessory products and ventilation all working together. The Integrity Roof System is designed to provide optimum performance--no matter how bad the weather conditions are. (As recommended by CertainTeed) Clean & Remove — Debris from work area daily. WHITE CEDAR SIDING 4 R&R Clears- All sections that connect to roof(Cheeks, Dog Dormers) PRICE- $1,850.00 Initial STEP FLASHING 4 125 pcs 6 x 8 Copper @ 2.75 ea PRICE- $343.75 Initial WALL FLASHING 4 2 pcs 6' x 9" PRICE- $87.50 Initial DOG HOUSES PVC & RAKES (ENTIRE HOUSE) 4 PRICE- $1,030.00 Initial TRIM 4 PVC: PRICE- $200.00 Initial Screws/Plugs Labor 2 men 2 days— PRICE- $1,900.00 Initial (1) Corner Board rear dormer l x 5 1 x 4 PRICE- $75.00 Initial BUILDING PERMIT4 PRICE- $150.00 Initial ADDED WORK TRIM- New fascia, soffit, freeze soffit vent system for front main, rear main dormer- rear of breezeway, remove & replace all trim with PVC (AZEK) screwed/plugged. New white .032 gutter hidden hanger system new white cedar sidewall remainder of gable connecting to house and breeze way. PRICE- $4,250.00 Initial TOTAL INVESTMENT4 PRICE- $21,136.25 Initial &Itk) NO MONEY DOWN - NO Payment at the start or part way thru Payments accepted are: CASH- CHECK-,MASTERCARD- VISA -AMERICAN EXPRESS *Any payments not made within 30 days of completion will be charged 1.5 %for every 30 days the payment is late. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Insurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: omeowner Fraser Construction, LLC For company use only Date Received aO j I Date Started: Date Completed Job estimate: Dean/Mike # of squares: Billed Material ordered Extras Paid Available Discounts i