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HomeMy WebLinkAbout0107 PRINCE HINCKLEY ROAD�i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `Map I� Z- Parcel 193 Application # a a3 Health Division _S�/ _ 3 !?e ta 'y 79-333' Date Issued Conservation Division jJ ,Application Fee Planning Dept. Permit Fee' �p 1 Date Definitive Plan Approved by Planning BoardIOU Historic - OKH _ Preservation / Hyannis Project Street(—e-Acy- Address /07 ��ih C Village ut �`� �g �_� Address ' o( Telephone Permit Request ,(3f1 l /J 44 a r Square feet:'1 st floor: existing I proposed 2nd floor: existing proposed _Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ' 8 Construction Type AkLk) Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0/' Two Family ❑ Multi-Family # units) ❑Y 20 On Old Kin 's Highway: ❑Yes ®'No Age of Existing Structure Historic House es g Basement Type: UFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 6 Basement Unfinished Area(sq..t) jg� .w -i Number of Baths: Full: existing new Half: existing new-, Number of Bedrooms: V existing _new -6 Total Room Count (not including 'oaths): existing new First Floor Room Count Heat Type and Fuel: 00VN s ❑ Oil ❑ Electric ❑ Other c" Central Air: ❑Yes o Fireplaces: Existing New Existing wood/coal stove*:�'❑Yes 0'No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 2/existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3/N0 If yes, site plan review# Current Use �P!�C �: �F - - -Proposed Use 4 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name rin? 0 cis I Telephone Number 9e 6l /0 Address 2�D `� �;.� License# ld O 17�1 Home Improvement Contractor# A�/9O 3:2 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�, �' �,�, _ Fig MD��l SIGNATURE DATE ` — �� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED lz�i► lr) _ .MAP/PARCEL NO. _L 1 1 ADDRESS. VILLAGE i t OWNER f . . DATE OF INSPECTION: FRAME } 'INSULATION.; r r FIREPLACE 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL CAS +ROUGH . '°' w FINAL t I=INALWILDING f r t ya DATE CLOSED OUT. ASSOCIATION PLAN NO. Town of B'arn-stable Regulatory Services H,iHT(6TASLE, t P nzAas �, Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner I 200 Main Street, Hyannis, MA 02601 ww-?s%.town.b arnstab l e.ma,us office: 508-862-4038 Fax: 508-790-6230 ` Property OwYier Must Complete and Sign.Thrs Section* If Using ABuilder f I, • as Owner of the subject.property hereby authorize CdpQ Lo to act on my behalf, in all matters relative to work authorized by this building permit application for.' d• { /0 7 (Address of Job) Signature of Owner Date Print Name If Property Ownbr is applying for permit please complete.the Homeowners License Exemption Fo,rm.on the reverse side, Q:FORM5:0WhrERPERMISSION _ u Town. of Barnstable �C" rRE ray ��P o Regulatory Services Thomas F. Geiler,Director hugs. Building Division �rFD h Tom Perry, Building Commissioner 200 Main.Street,_Hyannis, MA.02601 R^�v.town_b arnstable_ma.us Office: 508-862-4038 Fax: 508-790-5230 HOMEOWNER LICENSE EXEMPTION Plcas6 Print 1 DATE: JOB LDCATION: n umb cr s trcct village "HOMEOWNER": name homophone# work phone# CURRENT MAILING ADDRESS: city/town sea zip code The current exemption for"homeowners" was extended include owner occu ied dwellings of six units or less and to allow homeowners to engage an individual for hire who es not poss ss a license,provided that the owner acts as supervisor_ DEFThMDN OF HO O Persons) wbo owns a parcel of land on which he/she resides'or in n to reside, on which there is, or is intended to- be; a one or two-family dwelling, attached or detached structures ac essory to such use and/or farm structures. A person who constrycts more than one home in a two-year period s not be considered a bomeowner. Such "homeowner"shall submit to the Building.Official on a form ace tab to the Building Official, that be/shc shall be responsible for all such work performed under the buildin e t. (Se 'on 109.1.1) The undersigned"homeowner"assumes responsibility for co Han=with e State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies that.he/she under ..ds the Town of B table Building Department minimurn insPcction procedures and requirements and t he/shc will comply with aid procedures and requireIDentS, Signature of Homeowner Approval of Building Official Note: Three-family dwellings con g35,000 cubic'feet»or,]argeiwiI1 be required,fo c rily Fvith'the; State Building Code Section 127.0 Construe on Control. OMEOWNER'S EXEMPTION .The Code states that "Any homeowner orming work for which a building pernvt is required shall be exempt fr the provisions of this scction.(Sccbon 109.1.1 -Licensing of wns ction Supervisors);provided that if the homeowner engages a pc-son(s)for ire to do such work, that such Homeowner shall act as svpervis Many homeowners who use this rx lion arc unaware that they an assuming the responsibilities of a supervisor(sec AP dix Q, Rules&Regulations for Licensing Construetio Superrisors,Section 2.15) This lack ofawarene m ss bftcn results in serious.probles,p 'eularly when the homeowner hires unlicensed pes w ro In this case,our Board cannot proceed against the unlicensed person aS it ould with a li Red Supervisor. The homcowncr acting as Su sor is uitimatcly responsible. communities rz uire as art of the omit a lication., To ensure that The homeowner is fully awarz ofhislhcrrLsponnbilitics, manyq p p pp that the homeowner certify that hdshe 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/ccrtifieation for use in your community. Q:forte:h omccz cnZp t uomS-,l�sra,ca�� G•izE i..cD� - �ai - US� �715PaAL PiT - uSE. torn GAL.. 8ar'rax� -11tz;_1s r G,,p ST=. - - -_ � : . i•• - - - . DSO.:p,p� i TOTA L 'fl ESI61.1 s� RD. - suN TzooM -- - _ 3 •i t vErlca�-eTto U QATE t"w 'L�t i tJ o¢ L E%. ?_ D Ali .�k1� � �r `' �A:.F�Fi �� � - '� SSE.O.OQ - `� j►- - �' ` OAXTER us> c1`=1 I. 1tx "• /S'4. O v o -- "% Tt==T • . - = - - ,��. yy - , . Tad Fwn =ioo.o 97 ..,..., .. •.. a_ .. erg. �iL 4 O 9s P.oE.. DIET. Iw. 6"'. . f 'pox W-10 Sepric utu { _ loco .� rA KK �. . .e Y GAS. wv i�tv 9�70 3 ' 1-EAGH 96.53 PIT MEDIUM - S9ao C6QTti<tED ' PLb'T L_T101-1 C Tc�zv►a;1_E P. .9p - w o Sc1a, - 1 . _.. . r'- i - .. GGIZTIP'4 TWA-r TNE_ FOUtJp,t,-poKLSt4aajW Pt--b•�.l Q��ciZEt:iC� 1 F Q E aaJ Go�t��PL�IS �l l Ti-� TWF-- S I D tip-Lt►-tom - i.. .ua SETMauG VC-4 ICe-AAA:"TS .o� -r"C— Lo'r' i �W Li Or-- IaP.1c N s- f"�LE. P L g N F3IS._J1%.- 7CTC:I?- REGIS - �D "Wo 6u2VcYvi_a Tl-{IS 'P LAM tom, t-CoT t?ASer7 064 A-W 05't EP~vtl-t.C� 0 14iASS. )� ('L:Js✓�C=h1; ;u. �/��{ ' Yl�f:. i3FCScT�� S14c:.ilD APR Li A.t-:.1 T' i T_ Tti U-iE=c3 itc-;Ti=tZ V i WL t_o-r L_1 N.= --- ALA N r O . rJt'1 AU L� � Ce h j l TOWN OF.BARNSTABLE BUILDING PERMIT APPLICATION v .. Map �' Z Parcel.:. Application # o�d 6S Health Division Date Issued l Conservation Division Application Fee Planning Dept. Permit Fee. ` Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis - Project Street Address f 7 r ' 1 - i Village l e < 1 L011P OwnerTfS i c X ca 96 L-e/f� Address o �ii' Z:&,01e14 2 Or Telephone 5 (i( —915__qV5__ Permit Requestr �r � GL v rlo6rl r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation L0 Q Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,Y-1 Two Family ❑ Multi-Family(# units) Age of Existing Structure Z9'7, ' Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 21 ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Z6 Q90 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing 3 new Number of Bedrooms: _ existing —new Total Room Count (not inc F Heat Type andue ding baths): existing new First Floor Room Count I: �Gas ❑Ail Electric ❑ Other Central Air: ❑Yes 9'No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes Q No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: 3'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ LfSEPCommercial ❑Yes ❑ No If yes, site plan review# 2 4Current Use Proposed Use APPLICANT INFORMATION -(BUILDER OR HOMEOWNER) Name Telephone Number Address C� License # AaO MOJ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTI G FROM THIS PROJECT WILL BETAKEN TO r , -7 SIGNATURE DATE l/ FOR OFFICIAL USE ONLY D APPLICATION# t_;. DATE ISSUED �LG E f,'a D L- i,- MAP L-PARCEL:NO:_,l�!L -} :ADDRESS,: VILLAGE j OWNER 4 DATE OF INSPECTION: .r 0!fOUNDATION, )i=w FRAME � NSULATIO.N# f s R..tz�°_ l-N `�;, _if FIREPLACE ELECTRICAL:. ROUGH FINAL PLUMBING: ROUGH FINAL GAS=:,I -ROUGH ift . FINAL <TRINAL BUILDINGS - : c': �4DATE CLOSED OUST:;.:: ASSOCIATION PLAN NO. s . r , pYr � Town of Barnstable Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry, Building.Corrimissioner 200-Main Street, Hyannis, MA 02601 www.town.barnstable.ma,'us 'a Office: 508-862--4038 `^ Fax: 508-79076230 s Property Owner Must Co plete a'nd Sign T 1is Sect on Iff U ing A Builder . r I, RIC44-ZD J� O 4?—--5 , as Owner of the subject ProPertY r hereby.authorize 2'. p� to act 0.0 my behalf; in all matters-relative to W rk authorized by this,bu ldiag perziut application for. /0 7T f tvl Ce i.?l /P (Address of job) signatzu-e of Owner_ Date Rc Priat Na he �r, If Pr`opedy Owner is applying for perrxut please .complete. 'the Homeowners License Exemption Form on the reverse side. ry Q:FORMS:O VMEUERMISS)0N Town of Barnstable �ofrl�ray o Regulatory Services " a�rtxsttstF Thomas F. Geiler, Director Building Division Eo Ma't'' Tom Perry, Building Commissioner 200 Main-Street_Hyannis, MA.026G1 www.town-barnstable-ma.us Office: 508-962-403 8 Fax: 508-790-6230 f'i011 OVWER LICF-NSE EXEMYTTON Plcasc Print DATE: JOB L.00AMN: number sfr village . "HO1vSEOWNER": name home pho c# work phone# CURRENT MAILING ADDRFSS: city/town state zip code The current exemption for"homeowners"was extended to incl e own r-occu ied dwellin s of six units or less and to allow homeowners to engage an individual for hire who do not poss s a license provided that the owner acts as supervisor- ! DEFIRMON OF OMEOWWER Persons)who owns a parcel of land on which he/she resid s or intends to re 'de, on which there is or is intended to be, a one or two-family dwelling, attached oi•detached s ctures accessory to ch use and/or farm structures. A person who constructs more tban one home in a two-ye p riod shall not be co idered a homeowner. Such "homeowner"shall submit to the Building.Ofbcial on. form acceptable to the B ding Official, that he/she shall be res onsible for all such work crformed under the b - din ermit. (Section 109.1. } The undersigned"hornaowner"assumes responsib' ty for compliance with the State 'ding Code and other applicable codes, bylaws, rules and regulations.` The undersigned "homeowner" certifies that.h be understands the Town of Barnstable B Wing Dcpartm t minimum inspection procedures and mquirem nts and that he/she will comply with said pro dunes and requirements. Signature of Homcownrr Approval of Building Official Note: Three-family dwe gs containing 3 5,000 cubic feet or larger•win be required to'comply ;th the State Building Code Section I27 Construction Control. - HOMEO WKER'S EXEMPTION .The COdc states that homeowner performing work for which a building pcmvt is required shall be exempt from the p visions of this scrtion•(Scction 1D9.7.1 -Li sing of construction Supervisors);provided that if the homcovym rngagcs a po-son(s)for hire to o such work, that such Homeowner shaI t m supervisor." Many homeowners o use this rxcmption an unaware that they arc assuming the responstbilitics of a supervisor(sec Apprndt Q, R.u)cs&Rcgvlations for Licensing Construction 5uper,,ison,Section 2.25) This lack ofawarcness bfrcn results in serious problems,pantie larly when the homeowner hires unlicensed parsons In this case,our Board cannot pncccd against the unlicrnscd person as it would with a)ieen ed Svpery sor. Tbc honi rowncr acting as Supervisor is ultimately responstb)c. To cnsum that the homeowner is fully aware of his/hQ responsrbihtics, many communities require, as part of the permit applicat4 thatw the homeowner certify that he/she understands the rrspons Hities of a Supen'isor. On the)ast pzge of this issue is a form ren curtly usedd several towns. You may cart t amend and adopt such a for/eerufieztion for use in your community. Q:for`TTU:homcczcrrrpt TOWN OF BARNSTABLE BUILDING PERMIT_APPLICATION -_, �J Map [ Parcel Application #` Health Division Date Issued Conservation Division ' Application F � Planning Dept; Permit Fee. Date Definitive.Plan Approved by Planning Board ( °� h101 Historic _ OKH _ Preservation / Hyannis Project Street Address c.-e i n c h Village ��: r V p Owner i le ka b Address Telephone Ed a—91.E q'3 1.r Permit Request ��c�.c MaJs fpok-M -0o-n cctL'tton Square feet: 1 st floor: existing fLCAroposed A01 I2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 6 Construction Type .. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. r Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) . Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kin ' '-G j g g g s:H)ghway: Yeses❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other , . Basement Finished Area(sq.ft.) Basement Unfinished Area (sgft) a Number of Baths: Full: existing new �_ Half: existing E new Number of Bedrooms: exiting L new— � � n �a Total Room Count (not including aths): existing new First Floor Room Coin ^ ` Heat Type and Fuel: kGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes A-No Fireplaces: Existing B New Existing wood/coal stove: ❑YeSA No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Aexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes O\No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name D-6 n 10t)siciw�,,6rA PC C4tK (&r C(710.�lephone Number Address I �^ L h License # �s 0070 T I -t M Q'a Home Improvement Contractor# Worker's Compensation # 42CL-31,S-3Y3124--0aq ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �i4-Q�' SIGNATURE DATEz�bx J� ' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 1 Y. DATE OF INSPECTION: FOUNDATION FRAME INSULATION 10 2-ii i i i FIREPLACE r ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING U11'0 ' o a { DATE CLOSED OUT ASSOCIATION PLAN NO. . 1 Job Truss Truss Type Ol ply Cape Cod Carpentry 09072334J-1 H01 HIP 2 1 Job Reference Universal Forest Products 7.130 a Apr 28 2009 MTek Industrles,Inc.Wed Sep 0214:17:19 2009 Page 1 Q 6,8 6-7-12 9 0-0 13 0 0 17-0-0 19+4 26-0-0 2fi-6r8 6- 6-7-12 2�� 4-0_0 4-0-0 2-4-4 6-7-12 -6- Scale=1:45. 4x4; 3x4= 4x4 Zz 5 16 6 17 6.00 12 2x4\\ 2x4 4 8 3x4\\ 3 93x4 Lf 3x4 \\ 3x4 ' 11 1 15 1810 19 14 13 12 6x6 3x8= 3x6= 3x8= 6x6= 8-8-0 17-4-0 26-0-0 8-8-0 8-8-0 8-8-0 Plate Offsets 2:0.2-5031 5:0-1-1 0.1-1 :0.1-1 0.1-1 10:02- 031 LOADING(psf) SPACING 2-0-0 CS! DEFL in TCLL 35.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.14 2--4 >999 240 MT20 19977/144 (C sraw=S Lumber Increase 1.15 BC 0.84 V rcDL DL 10.0.o ert(TL) -0.33 2-14 >947 180 Rep Stress Incr YES WB 0.40 Horz(TL) 0.11 10 n/a n/a D BC 0.0 Code IBC20081TPI2002 BCL 10.0 (Matrix) Wed(LL) 0.10 2-14 >999 360 Weight:1051b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Skuctival wood sheathing directly applied or 2-5-14 oc putims,except BOT CHORD 2 X 4 SPF No.2 2-0-0 oc putus(4412 max.):5-7. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. SLIDER Left 2 X 4 SPF Stud 3-7-1 2,Right 2 X 4 SPF Stud 3-7-12 REACTIONS (Ib(size) 2.1479/0.2-14(irgrt: 038),10=1479/0.2-14(input:0.3-8) Max Horz 2=82(LC 7) Max Uplift2a-235(LC 8),10a235(LC 9) Max Grav2-1852(LC 18),10=1852(LC 18) FORCES (lb)-Max.CompJMax.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-15=-2806/96%3.15=2788/981,34--25591999,4-5—2325/989,5.16=1921/882,6.16-1923/882,6.17=1OMM2,7-17=-192t/882, 74-2325/989,8-9-2559/999,9-18-2788/981,10.18=2806/967 BOT CHORD 2-14c740/2289,13-14--688/2146,12-13-688/2146,10.12r740/2289 WEBS 414c614/304,5-14=-317/844,6.14=-4731181,6-12=-473(181,742=-317/844,8.12-614/304 NOTES 1)Wind:ASCE 7-06;11 Omph;TCDL=5.Opsf;BCDL=6.Opsf;f=24ft;Cat II;Exp C;enclosed;MWFRS(low-rise)and G C Exterior(?)zone;cantilever left and right exposed:C-C for members and farces$MWFRS for reactions.shown;Lumber DOLP1.60 plate grip DOL-1.33 2)TCLL:ASCE 7-06;Pg-50.0 psf(ground snow);Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct-1,Lu=50-0.0 3)Unbalanced snow load have been carsidered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat rod load of 35.0 psf on overhangs non-concurrent with other We loads. 5)Provide adequate drainage to prevent water pord g. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibaily of the fabricator to increase plate sizes to account for these factors. 7)This truss has been designed for a 10.0 psf bottom chard five load nonoo ncurent with any other five load. 8)Provide mechanical connection(by other)of thus to bearing plate capable of wfthstarding 235lb uplift 9 joint 2 and 235 lb uplift at joint 10. 9)This thus is designed in accordance with the 2006 International Building Code section 2308.1 and referenced standard ANSI/TPI 1. 10)Design assumes 4x2(flat orientation)pufirs at oc Ong indicated,fastened to thus TC w/2-1 Od nails. LOAD CASE(S)Standard syTN JOS H W. CHANDLER { STRUCTURAL C-01 No.47462 TE lOAL E 9/2/09 1W by Yb6epmmp4�AtL5Ulp WMB'�b�OYEedlu�pyee�am�sdmtret MfJobbalex aOamYewbl'RYd6egoptYM.O�pbmsmtlEml�6tr�b'PMtl .i.. r Job` Truss Truss Type 011y I LCape Cod Carpentry 09072334J-1 , H01GR HIP 2 2 Reference Universal Forest Produce 7.130 s Apr 28 2009 MRek Induetites,he.Wed Sep 0214:1721 2009 Page 1 q-0,8 4-0-3 7-0-0 13-" 19-" 21-11-13 26-" 26-6r8 -6- 4-0-3 2-11-13 6-".. 6-" 2-11-13 4-M � Scale=1:45. 6x6= 3x4= 6x6= 6.00 12 4 13 5 14 6 2x4 2X4 i 3 7 2 8 �1 - 9 15 12 16 17 11 18 10 19 6x6= 8x8= 5x12 MT18H= 8x8= 6x6= 8-8-0 17-4-0 26-0-0 8-8-0 8-8-0 8-8-0 Plate Offsets 20400.2-1 8:0000.2-1 LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) Vdd Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 1.00 VergLL) -0.2410-12 >999 240 MT20 197/144 (Grand Sr—=,50.0) Lumber Increase 1.15 BC 0.64 V R) 0 10108 8 >808 80 MTf 8H 197H44 TCDL 10.0 BCD Rep Stress Ircr NO WB 0.84 fin) n/a We 0.0 Code IBC200&fTP12002 BCL 10.0 (Matrix) VYand(LL) 0.111012 >999 360 Weight:2231b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sfixslrral woad sheathing directly applied or 4-0-8 oc puafau,except BOT CHORD 2 X 6 SPF 2100F 1.8E 2-0-0 oc pudi ns(3.7-11 max.):4-6. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. REACTIONS Qb/size) 2-3793/03.2(input:038),8 3787/031(input:0-3-8) Max Horz2=62(LC 6) Max UpIW-762(LC 7),8=761(LC 8) Max Grav2-M9(LC 17),8=3943(LC 17) FORCES (lb)-Max.CompJMax.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=$924/1397,34.-7277/1449,4-13-7858/1571,5-13-7863r1571,5.14=-7864/1571,6-14-78SW157$6.7-7278/1449,7-8=-6923/1397 BOT CHORD 2-15-1226/5960,12-15-1226/5980,12-16-1638/8520,16.17-1638I8520,11-17m-1638/8520,11-18-1638/8520,1018-1638/8520, 1019-1184/5958,8-19-1164/5958 WEBS 3-12-143/669,4-12-559/2954,5.12-871/220,5-10-869/220,6.10-559/2954,7-10-144/673 NOTES 1)2-ply truss to be axmected together with 10d(0.148"1 nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7.0 a:. Webs connected as follows:2 X 4-i row at 09-0 co. 2)All loads are considered equally applied to all plies,except fl noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only bads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-05;110mph;TCDL=5.0psf;BCDL-5.0psf;h-2411;Cat 11;Ev C;enclosed;MWFRS Qow-rise);cantilever left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33 4)TCLL:ASCE 7-05;Pg=50.0 pst(ground snow);Pfs95.0 pet(flat roof snow);Category II;Exp C;Partially Fes.;Ct=1,Lti-- 0.0 5)Unbalanced snow loads have been considered for this design. 6)This tuns has been designed for greeter of min roof We load of 1&0 psf or 200 times flat roof load of 35.0 lost on overhangs non-co naurerd with other live loads. 7)Provide adequate drainage to prevent water pondmg. 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 9)All plates are MT20 plates hmless otherwise'undcaled. 10)This thus has been designed for a 10.0 psf bottom chord five load no conoweht with any other We loads. 11)Provide mechanical connection(by others)of thus to bearing plate capable of withstanding 762 lb uplift at jcud 2 and 761 lb t4tft M joint 8. 12)This truss is designed in accordance with the 2008 Irrematiorid Bwlding Code section 2306.1 and referenced standard ANSUIPI 1. 13)Design assunnes 4x2(flat orientation)puali ns at oc spacing indicated,fastened to truss TC w/2-10d nails. 14)Use Simpson Strong-The THJA28(THJA26 on 2 ply,Left Hand Hip)or equivalent t at 746 from the left end to connect buss(es)J01(1 ply 2 X 4 SPF),J01 GR(1 �H � ply 2 X 4 SPF)to front face of bottom chord. cy 15)Use Simpson Strong-Tie LU24(4-10d Girder,2-10dx1 1/2 Thus)or equivalent t spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 16-11-4 to correct v Os tussles)J01(1 ply 2 X 4 SPF)to front face of bottom chord. 16)Use Simpson Strong-Tie THJA26(THJA28 on 2 ply,Right Hard Hip)or equrivalent at 18.11-10 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF), JOS H W. J01 GR(1 ply 2 X 4 SPF) to front face of bottom chord. CHANDLER -4 17)RII all nail holes where hanger is in contact with lumber. STRUCTURAL y No.47462 LOAD CASE($)Standard Q- 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 �O G/STE Uniform Loads(pIQ �i� Vert:1-4-90,44-90,6-9-90,24-20 "o'IOAL E . .Continued on page 2 9/2/09 1W 4w Ybk6hbdpvAldLl/INymtlgpWmaY.W+40Nkrt4bMpyedw.ri mtrdrjoYYdsaYaa,erffi'lob baigYOaN grpmfm.km.ri Yferbdivi0d Job' Truss Truss Type OtyA Cape Cod Carpentry 09072334J-1 , H01GR HIP 2 Job Reference Urdversaf Forest Products 7.130 s Apr 28 2009 MlTek 6dusMes,hic.Wed Sep 02 14:1721 2009 Page 2 LOAD CASES)Standard Concentrated Loads Qb) Vert:12-413(F)10=413(F)15-1281(F)16-413(F)17-413(F)18=-413(F)i b1281(F) 3 oy JOS H W. CHANDLER -i STRUCTURAL y No.47462 �O 'STE /DAL E 9/2/09 1tl,4w Ybh614mld VQANSUl41VeWWtepbmb.Pbb YNha<he om qye Jon�doatr,d,thhhdem 4awhe wml'IW dm4P4EaM W®P�,bvwMhb�4dlNdrl � i 4..._i_..�'_:�_,7 P_...�.,Y t�_—.}_....i�+ Job T"'� T.-.Type °h' Cape Cod Carpentry 09072334J-1 , H02 HIP 2 1 Jab Reference kppdonall Universal Forest Products 7.130 s Ap►28 2009 Wek Imdusines Inc.Wed Sep 0214:1722 2009 Pagel -Q 6,8 6-7-12 11-0-0 15-0-0 19-4-4 26-0-0 2¢6r8 ds sa-12 a-4-4 4-0-0 a-44 6a-12 -6- Scale=1:45. 06= 4x6 5 6 6.00 12 14 15 - 2x4 \\ 20 4 7 . 3x4-5�- 3x4 3x4� 3 8 3x4 r. 10 d1 9 19 6x8= 13 12 11 3x8= 3x6 3x4= 6x8= 8-8-0 17-4-0 26-0-0 8-8-0 8-8-0 8-8-0 Plate Offsets 2:0-0.1 0.3-1 6;0300.1-9 9A0.13031 LOADING(psf) SPACING 2-0.0 CSI DFFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.15 9-11 >999 240 MT20 197/144 (Ground S-50.0) Lurnber Increase 1.15 BC 0.83 V TCDL 10.0 ert(1L) -0.33 9-11 >935 180 Rep Stress Incr YES WB 0.36 Harz(TL) 0.12 9 n/a n/a BCLL 0.0 Cade IBC200afTP12002 BCDL 10.0 {Matrix) Wad(LL) 0.10 911 >999 360 Weight:1041b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5.14 oc purlms,except BOT CHORD 2 X 4 SPF No.2 2-00 oc purfms(3.10-0 max.):5-& WEBS 2 X 4 SPF Stud*Except BOT CHORD Rigid ceiling directly applied or 6.6.8 oc boxing. W3:2 X 4 SPF No.2 WEBS 1 Row at midpt 6.13 SLIDER Left 2 X 4 SPF Stud 3.7-12,Right 2 X 4 SPF Stud 3.7-12 REACTIONS 0b/size) 2=1479/0-3.4(input:038),9=1479/0-3d(mpR: 0.38) Max Horz2_9%LC 6) Max Uplift2=-251(LC 8),9-251(LC 9) Max Grav2-2069(LC 18),9=2069(LC 18) FORCES 0b)-Max CompJMax.Ten.-All forces 250 0b)or less except when shown. TOP CHORD 2-3-3244/1005,34-3009/1024,4-14-2787/1006,5.14-2620/1024,5-6--2032/882,6-15-2808/1019, 7A 5-2777/1002,7.8-3009r1024,8-9-3243/1005 BOT CHORD 2-13-76a2691,12-13=-494/2029,11-12-494/2029,9.11-76312691 WEBS 4-13-66P/354,5.13=-24&S45,6-13-290/294,6.11-243/842,7-11 687/354 NOTES 1)Wind:ASCE 7-05;11 Ornph;TCDL=5.Opsf;BCDL=5.Opsf;h-24ft;Cat 11;Exp C;enclosed;MWFRS(low-rise)and C-C E.xterfor(2)zone;cantilever left and rigid exposed;C-C for mernbers and forces&MWFRS for reactions shown;Lurnber DOL-1.60 plate grip DOLA.33 2)TCLL:ASCE 7-05;Pg-50.0 psf(ground snow);Pf-35.0 pet(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1,Lu-50.0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of rnnin rod live load of 18.0 psf or 200 times flat rod load of 35.0 pat on overhangs non-coaurrent with other five loads. 5)Provide adequate dramape to prevent water paring. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)This truss has been designed for a 10.0 psf bdtom chard five load noncono Trent with any other five loads. 8)Provide mechanical connection(by othem)of truss to bearing plate capable of witFstandng 251 lb uplift at joint 2 and 251 lb uplift at joint 9. 9)This truss is designed in accordance with the 2006 International Building Cade section M.1 and refavioed stardmd ANSVTPI 1. 10)Design assmmm 4x2(flat orientation)purirs at oc spacing Indicated,fastened to thus TC w/2-1 Od nails. LOAD CASES)Standard `'toy JOS H W. CHANDLER -� STRUCTURAL y No.47462 Q G/STE G�a� /OAL EN TY 4w6mkhldaeA�IXSU191�uB0'�>.�JeYkddm MbPo,lovi trdaatrdY`ibsdes W,Mr WeL TW�bIYed�P���lbbaldmmY - - .. . . Job Truss Truss Type 13 Pb Cape Cod Carpentry 09072334J-1 , J01 MONO TRUSS° 14 1 Job Reference Universal Forest Products 7.130 s Apr 28 2009 Wek IndusMes Inc. Wed Sep 0214:1722 2009 Pagel r0 -8-6$ 7-0-0 0 7-0-0 1.5x3 11 Scale=1:23. 4 6.00 rl2 3"\\ 6 3 3x4 \\ `1 1 2 5 4x4= 1.5x3 11 7-0-0 7-0-0 Plate Offsets MO-13 0.1-13 LOADING(psf) SPACING 2-0-0 CIA DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.82 Ved(LL) -0.13 2-5 >621 240 MT20 197/144 TCDL 10.0(Ground Snowa50. Lumber Increase 1.15 BC 0.51 V 0 Rep Stress Incr YES WB 0.00 Hc ) 2 5 >) 0.00 nla n/a, BCLL 0.0 Code IBC200611PI2002 BGDL 10.0 (Matrix) Wmd(LL) 0.00 2 """ 360 Weight:281b LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Structural woad sheathing directly applied or 6-0.0 oc purtua, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing. WEBS 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 3.9.1 REACTIONS (Ib/size) 5=37&Mechanical,2-428141-8('mprt: 0-3.8) Max Horz 2=158(LC 8) Max Uplift5=-121(LC 8),2=- 7(LC 8) Max G rav&A33(LC 2),2n445(LC 2) FORCES (Ib)-Max.CompJMax.Ten.-All farces 250 Qb)or less except when shown. TOP CHORD 4-6 -385/353 NOTES 1)Wind:ASCE 7-06;1 t 0mph;TCDL-5.0psf;BCDLa5.Opsf;h-24fl;Cat 11;Engn C;enclosed;MWFRS(low-rise)and C-C EMed*2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL,1.60 plate grip DOL-1.33 2)TCLL:ASCE 7-05;Pg-50.0 psf(ground snow);PI-35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This taus has been designed for greater of min roof live bad of 18.0 pet or 2.00 times flat roof load of 35.0 pet on overhangs non-conaareM with other five loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricate to increase plate sizes to acoaart for these factors. 6)This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other five loads. 7)Refer to girder(s)for truss to truss oomnections. 8)Provide mechanical connection(by other)of truss to bearing plate capable of withstanding 121 lb uplift at joint 5. 9)One H4 Simpson Srarg-Tie connectors recommended to connect truss to bearing wags due to uplift at jt(s)2. 10)This truss is designed in accordance with fhe WN International Building Code section 2308.1 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard oy JOS H W. CHANDLER -� STRUCTURAL No.47462 Q- /STE /OAL.EN 9/2/09 neaws�xaea�e��rmvma+o.��ve�.mxm�.`Leo...e.aaarW.dmwwr..a�m�ee.wvw�m.mm..��.n.emxmu� � - , Job' Truss Truss Type �cly Cape Cod Carpentry . 09072334J-1 , J01 GR MONO TRUSS 4 1 Job Reference Universal Forest Products 7.130 s Apr 26 2009 MTek Industries,Inc.Wed Sep 0214:1723 2009 Page 1 -0 5-1-1 9-9-5 0--9 3 9-3 5-1-1 4-8-4 " Scale=1:22.13 3 5 4.24 12 8 1.5x3 4 7 3x4 \\ 3 2 I 1 9 10 6 410= 5x6= 9-9-5 9-9-5 Plate Offsets 2:0.49 0-2-1 5:4314 E 600-0 0410 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (lac) Vdefl Ud _ PLATES GRIP 35.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.24 2-6 >479 240 Mf20 197/144 TOD(GroL Snaw�O 0 Lumber Increase 1.15 BC 0.80 V TCLL 10.0 Rep Stress Incr NO WB 0.58 Hor(L)) 0.02 2 B � BCDL 10.0 180 0.0 Code IBC2008rTP12002 (Matrix) Wind(LL) -0.01 2-6 >999 360 Weight:37lb LUMBER BRACING TOP CHORD 2 X 4 SPF No'2 TOP CHORD Structural wood sheathing directly applied or&0-16 oc pudi s, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD ' Rigid ceiling directly applied or 9-8.6 oc bracing. WEBS 2 X 4 SPF No.2-Exoepr W1:2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 2-7-3 REACTIONS (Ib/size) 6=8304echanical,2=750/0-"(input: 0-4-15) Max Horz2-156(LC 5) Max UpIfR6=-227(LC 5),2-175(LC 5) Max Grav6=WLC 2),2=767(LC 2) FORCES (Ib)-Max CanpJMax Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-3-1186/270,37 1064/283,4-7-1035f268,4-8=-281/0,5.6-339/138 BOT CHORD 2-9-362/1058,9.10-362J1058,6.10-362/1058 ' WEBS 4-6-1008/395 NOTES 1)Wind:ASCE 7-05;110mph;TCDL-5.0psf;BCDL=5.0psf;h-24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever let and right exposed;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pg=50.0 psf(grand snow);Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live bad of 19.8 psf or 200 times flat roof load of 35.0 psf on overhangs non-concurrent with other five loerk. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to aocaud for these factors. 6)This truss has been designed for a 10.0 psi bottom chord five load moncanaurrent with any other five loads. 7)Refer to girder(s)for truss to thus connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227lb uplift at joint 6. 9)One H4 Simpson Strong-Tie connectors recanmerded to conned truss to bearing walls due to uplift at Xs)2 10)This truss is designed in a000rdance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)"Nailed"indicates 3.10d or 2-12d common wire toe-nags.For more details refer to MiTeks ST-TOENAIL Detail. 12)Hager(s)or other comu x4on device(s)shall be provided su(ficdent to support concentrated bads)201 m down and 74 lb up ad 7-0-7,ad 201 lb down and 74 lb up at 7-0-7 on top dwrd. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,bads applied to the face of the ties are noted as front(F)or bark(B). LOAD CASE(S)Standard 1)Snow:Lumber Increase-1.15,Plate Increase=1.15 Uniform Loads A Vert:1-5-90,24 20 Oy Concentrated Loads(ib) Vert:7-74(F=37,B=-37)8=-304(F-152,B -152)9=17(F=-8,B=-8)10=57(F-28,B-28) JOS H W. CHANDLER -n STRUCTURAL y No.474U pQ- STE O CAL E 9/2/09 '1166sbb0e64anbiVb ANSVM duHy',pWmsb.R4sYdbd.@�dbpe Voma�dmVdnjaYbolm olabh"dobt llb db,pbEeN 9mYmm�ddbb�hbWdd J2 '_ .-n..-,...... _ ....,...... �...-w�....,..-...�...-.-...._..w�_._..M--....�_......."..... ,..,__e."u._.�.. -n.r-� . it 9..)_.___. 7 9+..._.._a N.�.f_.. Job' Truss Truss Type m Cape Cod Carpentry 09072334J-1 , J02 JACK 8 1 Job Reference Universal Forest Products 7.130 s Apr 28 2009 MITek lmlustrle%Irrc.Wed Sep 0214.1723 2009 Pagel -0-6-8, 4-10-15 , 7 -6-8 4-10-15 4 Scale a 1:17. 6.00 12 3x4\\ 3 2 1 40 5 4-10-15 4-10-15 Plate Offsetsf20413,0-1-121 TCLL LOADING(�Q 35.0 SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP (Ground Sn-=50.0) Plates Increase 1.15 TC 0.64 Verl(LL) -0.03 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.16 BC 0.26 Va9R) -0.08 2-5 >702 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hw4M) -0.02 4 n/a n/a BCDL 10.0 Code IBC200671312002 (Matrix) Wud(LL) 0.00 2 - 360 Wei t:181b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10.15 oc pudhs, BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing. SLIDER Left 2 X 4 SPF Stud 2-9-0 REACTIONS (Ib(size) 4-215✓Mechanical,2=318/41-8(mp A: 038), Max Horz 2=115(LC 8) Max Uplift4=-111(LC 8),2--WLC 8) Max Grav4=247(LC 2),2=329(LC 2),5=97(LC 4) FORCES (lb)-Max.CompJMax.Ten.-All faces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;11 Omph;TCDL=5.Opsf;BCDL--S.Opsf;ik24ft;Cat II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pg=50.0 psi(ground snow);Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live bad of 18.0 psf or 200 times flat roof load of 35.0 psf on overfiangs non-concurrent with other We loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to aooamt for these factors. 6)This truss has been designed for a 10.0 psi bottom dxwd five load nonconaurrent with any other five loads. 7)Refer to girder(s)for thus to truss connections. 6)Provide medumical connection(by others)of truss to bearing plate capable of m0mtandiing i t t lb uplift at joint 4. 9)One H4 Simpson Strong-Tie connectors recommended to oo mect truss to bearing walls due to uplift at jt(s)2 10)This truss is designed in accordance with the 2008 International Building Code section 2306.1 ad referenced standard ANSVTPI 1. LOAD CASES)Standard O,y JOS H W. CHANDLER STRUCTURAL m No.47462 /STE' /OAL 9/2/09 iu,a..imee aeauce e=ere+sumac+rode.wmauka.�.ecx.�,m�mearr+ao�e.oewe�.aw.rnaeb4ewaaw�.�..ma�.netiw Jam' Truss Truss Type P" Cape Cod Carpentry 09072334J-1 , �43 JACK 8 1 Job Reference o Universal Forest Products 7.130 a Apr 28 2009 Mrrek Industries,Inc.Wed Sep 0214:1723 2009 Page 1 -0-6-8 2-10-15 , 0�-8 2-10-15 Scale=1:12. 4 6.00 12 ' 3x4 \\ 6 3 2 1 5 4x4= 2-10-15 2-10-15 Plate Offsets [2,0-0-13,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DER. in (loc) Udell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.00 2-5 >999 240 MT20 197/144 (Ground Snow=W.0) Lumber Increase 1.15 BC 0.09 V TCDL 10.0 Rep Stress Incr YES WB 0.00 Ho�)) -0.00 2 4 >/a r✓a BCLL 0.0 BGDL 10.0 �'Code IBC200VW[2002 (Matrix) Wmd(LL) 0.00 2 — 360 Weight:10lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. SLIDER Left 2 X 4 SPF Stud 1-7-9 REACTIONS (lb/size) 4=124/Mechanical,2--210/0-1-8(input: 038),5-28rMedanical Max Horz2=72(LC 8) Max Uplift4=-67(LC 8),2_—A4(LC 8) Max Grav4=131(LC 2),2=212(LC 2),5=57(LC 4) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when sham. NOTES 1)Wind:ASCE 7-05;11 Omph;TCDL-5.0psf;BCDL_5.Opsf;h=24ft;Cat 11;Exp C;enclosed;MWFRS(low-rise)and C-C Exteior(2)zone;cantilever left and right exposed;GC for members and forces&MWFRS for runs shown;Lumber DOL-1.60 plate grip DOLA.33 2)TCLL:ASCE 7.05;Pg=50.0 psf(grand snow);Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially E)p.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof Irve load of 1110 psf or 2-00 times flat roof load of 36.0 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord five load nwoonaured with any other five loads. 7)Refer to girder(s)for Miss to truss cormections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of witintandng 67lb uplift at joint 4. 9)One H4 Simpson Strong-Toe o on nec tors recommended to connect truss;to bearing walls due to uplift at jt(s)2 10)This truss is designed in accordance with the 20M International Building Code sermon 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S)Standard �ytN Mq �9 oy JOS H W. CHANDLER 1 STRUCTURAL q No.47462 TE lCAL 1r 9/2/09 Tb CwbOEt bEtlo,eti.�� b�,YOhdabe�E pye AomN mbei Nklbolma�wbeubG Tb6lPblvd�pmCn.,bmA Yb�h�r1L,1 tA ,_ Job F01 ss Truss Type � tpe Cod Carpentry 09072334J-1, COMMON 2 1 Reference Universal Forest Products 7.130 s Apr 28 2009 Wek 6idustries,he.Wed Sep 0214:1724 2M Page 1 I ' -0 6,8 6-7-12 13-0-0 19-4-4 , 26-0-0 2fr6r8 -6 6-7-12 6-4-4 6-4-4 6-7-12 6 Scale a 1:46. U6= , 5 6.00 12 2x4\\ 13 14, 2x4 4 6 3x4 \\ 3 73x4 3x4 \\ 3x4 9 dr1 8 12 15 11 16 10 6x6= 3x4= 3x6= 3x4= 6x6 8-8-0 17-4-0 26-0-0 8-8-0 8-8-0 8-8-0 Plate Offsets 2-.0.1- 031 8:0.1-9031 LOADING(psf) SPACING 2-0-0 CSI DER. in (hoc) Wall Ud PLATES GRIP TOLL 35.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.3310.12 >941 240 MT20 197/144 (Ground Srnarv�0.0) Lumber Increase 1.15 BC 1.00- V TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.1010i8 >8 180 /a BCD 0.0 Code IBC200VW[2002 BCL 10.0 (Matrix) Wind(LL) 0.10 2-12 >999 380 Weight:1001b ' LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural woad sheathing directly applied or 248-6 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SPF No.2"Except' W1,W4:2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 3.7-1$Flight 2 X 4 SPF Stud 3-7-12 REACTIONS Ob/size) 2-1552/0.2-7(input: 0-3.8),8=15500-2-7(input:0.3-8) Max Horz2=-118(LC 6) Max UpIW--264(LC 8),8-264(LC 9) FORCES Ob)-Max.CompJMax.Ten.-All forces 250 Ob)or less except when shown. TOP CHORD 2-3-2%&1036,3-4 -2332/10-%4-13=-2276H 033,5-13-215&1059,5-14a2155/1059,6-14-2276/1033,6.7-2331/10%7-8=-2558H 036 BOT CHORD 2-12=-795/2153,12-15-412/1511,11-15=-412(1511,11-16=-412/1511,10.16=-412/1511,8-10-795/2153 WEBS 4-12=-553(413,5.12-326/878,5.10=326/878,6-10-553/413 NOTES 1)Wind:ASCE 7-05;11 Omph;TCDL=5.Opsf;BCDL=5.0psf;h-24ft;Cat.11;Exp C;enclosed;MWFRS Oow-rise)and C-C Exterior(2)zone;cardever left and right exposed;GC for members and farces&MWFRS for reactions shown;Bomber DOL-1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Fig.50.0 psf(grand snow);Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 200 times flat roof load of 35.0 psf on overhangs non-caraurent with other Five loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonoaraurent with any other Eve loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 34-0 tag by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8 One s truss is dice Strong-Tie connectors recommended to connect truss to bearing wags due to uplift at jt(s)2 and S. designed in accordance with the 2DO61ntenational Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASCS)Standard �<N JOS H W. CHANDLER --r STRUCTURAL 4 No.47462 O G/STE /OAL ENO 9/2/09 'IW Yw Ywh6Male1�M15UfP1atllyrtgWmeYY�fIm qNY:Q.Ysalgpedwa.Emtres�.hYwvlm Mambe.obt Tb�4Y E-e!R®®�tr..bm.rbb.hBvtlal . r r. �°StFANtt��! - 3 73t�tzr.�aM - �.lo. .Garz-�-s�� �E'PT-t c T Ate!tC = -S3o,e ISG % * 4-95 6.P..D. , uS� tooc� saw. i iSPDSAt_ PIT - uSa tocao Gam . . r�t,c��,►_l.. AeE A. c�o S.F. _" �" �� 47&0 qu i s � -t-oTA L tea►t �f i= = 33a'G.Pn,. Ex P +.. MIA. Pr- -r OLQTICIO 2,&TE 2 LASS T4nu 1914 44M 44 t '�1�ST � ��; �f� ;'• Tom"1:'Na =too,o .i ! d'P.P� � I aoo I►•tv :� g4-2;q fox 'is.fd Seprtc �o tuv.' ` TAr�� Bc�N GALS lJ �r Itiv. llN•94.7FIT W T'ra A WASI•IED" , 40 LOCA.TI O" C N r �r t►-I .0 _ CI C:l�L r f{N•.". 4?F �,d.Tt. y y A,ttf � i C to I Z T t P-{ T t-(A-T. :T t-1 G- .F o u N p "t 5 t-lotiv u t-t�.a�t i�F.l GcartrlPt.�tS ! 113A T► iI: 51 VE t,1.►-1E- .c• c g/L?�T CQ. IZEGlSt'Lr�.D 'tAwo 5tJzvt. `tort.: '(- WOT oSTEQ-ViL.LX-- Town of Barnstable Regulatory Services. f f f saxxar"sze.ernes. Thomas F. Geiler,Director �`b�fp;��►`0� 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 Property Owner Must Complete and Sign This Section If Using A Builder r GCL Goo as Owner of the subject property , hereby authorize Co CGt C. to act on my behalf, in all matters relative to work authorized by this building permit application for, /C)? WC (Address of Job) C e,, _ 7 o Signature of Owner Date Print Name If Property Owner is applying for permit please complete the _ Homeowners License Exemption Form on the reverse side.{ Q:FORM S:O WNERPERMIS SION � r Town of ]Barnstable tl� o Regulatory Services MxxSTAe Thomas F.Geiler,Director MAS& 9�A 1e.39. Building Division TFn �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFIMTION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and t requirements. t 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,Sect:+on 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 belshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by owns. You may care t amend and adopt such a form/certification for use in your community. several t y p Q:\WPFILES\FORMS\homeexempt.DOC _ e 1 ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE; AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (780 CMR 61.00) Applicant Name: �� Site Address: 10-7 kwd� _ ar ITown: / �•�rt1a Applicant Phone: �_ r . Applicant Signature: Date of Application: 7 NEW CONSTRUCTION: (choose ONE of the following two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERLk FOR NEW ONE- AND TWO-FAMILY BUILDINGS. MAXIMUM M1NlMUM Ceiling or Slab QOption 1: Basement Fenestration exposed Wall Floor wall Per eter AFUg HSPF SE U-factor floors R Value R-Value R-Value R Value R-Value and Depth National Appliance.Encrgy R-10) Conscry4oh Act(NAP—CA).35 R-3 8 R-19 R-19 R-10 4 ft.. 1997 as a,nended,minimums cater as pp2licablc Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: R.EScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck--Web which can be accessed at http-//www.qnfrRyCD&s.govhncheck/ ADZ3ZX' O1V5:OR ALT RAxXOl.S.TQ E3dSTI'NG13ULLDZNGS.OVEI2:5 YEARS OED*, *J3uildings under 5 years old must use option#1 or 42 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b = a) SF 100 x _ % of glazing- ------------ b a (b) Glazing azea equals SF If glazing is_<:40%.use the chart bbloW. - . If glaiing is } 40 % rocce.'d to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA.ADDITIONS TO EXISTING LOB?-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimete Fenestration Exposed floors -Wall Floor Basement Wall R-Value U-factor R-Value R-Value R-value R-Value and Depth .39 R-37 a R-13 . R-19 R-10 R-10, 4 feel a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e, not com ressed over exterior walls and includingan access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total 0 glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the . addition. Note: Owner to fill out Consumer Information.Form -(found in A pendix 120T i I�'i �ri� l�r►-��j , ��►�'��i AWC Guide to Hlood Cojlstruction ii! Hi;it 1 lind Areas: L.10 ncph Wirid Zone A4assacliusetts Checklist fol- C01110janCe(780 CMR 5301:2.1.1) LJ Check Compliance 1.1 SCOPE ..... 110 mph Wind Speed (3-sec.gust)............................................................... Wind Exposure Cate o Engineering Required For Entire Project ....................................... Wind Exposure Category................ g' 9 q / 1.2 APPLICABILITY V Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) � stories stories (Fig 2) ........... Roof Pitch ............ ...................... ft 5 33 g (Fig 2).................................................2 ft S BO' r/ Mean Roof Height ....................................... (Fig 3)...................:............................ Building Width,W .........:..................................................:.. — .t 5 80, Building Length, L ............(Fig 3)... ....................:........................ - ................................................. l 5 3 1 V, ....(Fig 4)............................................... 6 8 /Building Aspect Ratio (L/W) .•-.•.-:••••............................... � " ........(Fig 4)................................................ - Nominal Height of Tallest Opening2 ....:...................... . 1.3 FRAMING CONNECTIONS I/ ....................................... General compliance with framing connections....................(Table 2 ........................ i 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 + ; .................................. Concrete.........I...... ...................................................... } ........................................ Concrete Masonry •••"""•' """• 2.2 ANCHORAGE TO FOUNDATION1'3, 518"Anchor Bolts4mbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only in OPP ....:.(Table 4)................................................ < Bolt Spacing-general .................................... in. 6"-12", Bolt S acIn from end/bint of late ...........(Fig 5)........I........................... ......(Fig 5)...... ...................:........}.3 Bolt Embedment-concrete................ i ................... BOItEmbedment-masonry........................._...............( g )............ , PlateWasher................................................................ Fig 5).............................................. "x3"x /" 3.1 FLOORS ✓ Floor framing member spans checked ........................ (per 780 CMR Chapter 55)................................... ..... ................ ....(Fig 6 ft 512 Maximum Floor Opening Dimension .. .••••••• ( 9 )••••••••••••.•••• ...:............................. F from Exterior Wall lFi� n .......................... �_ Full Height Wall Studs at Floor Oppnings less than 2 „gym - - - ✓ Maximum Floor Joist Setbacks ........ Q It 5 d ...........(Fig 7 ......................................... .. Supporting Loadbearing Walls or Shearwall..... Maximum Cantilevered Floor Joists Q f{ <d Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ Floorbracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................. • er 780 CMR Chapter 55)............ ...,.....�� V Floor Sheathing Thickness ........................:....................... (P Floor Sheathing Fastening..............................................:...(Table 2).. f d nails at in edge/ J-.*Z,in field ✓ 4.1 WALLS Wall Height . .... ft <-10' : • Loadbeanng walls.._.......:...............................:.............(Fig 10 and Table 5).. .............. ..... Non-Loadbearing walls ......:.....:,..................................(Fig 10 and Table 5)........................ *-Aft _-5;20' .......(Fig 10 and Table 5) l�P in.:5 24'o.c. V Wall Stud Spacing ' Wall Story Offsets :..(Figs 7 &8)....................._:........ 4.2 EXTERIOR WALLS' Wood Studs (Table 5') ......... ft 10 in. Non-Loadbearing walls ................................................(Table 5)............................:.2x Gable End Wall Bracing Full Hei hf Endwall Studs ..(Fig 10)....................._. --••• ......• g •(Fig t 1 ....'. �ft zW/3 •� WSP•Attic Floor Length....................•.......................... ( 9 ) ..........................................:�f{> 0.9W - 7 Gypsum Ceiling Length (if.WSP not used)....:............:.(rig 11)............................................ and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11 .................................:...... .......... . . . or 1 x 3 ceiling furring strips @ 16" spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays ANVC Guide/o Wood Cortstructiott in HfS,h 1-Yind A1'erts: I10 tapir H'h-td Zoite Massachusetts Cheddist for Compliance (780.Ci1ltR5301.2.1.1)` Loadbearing Wall Connections ✓ ' Lateral(no. of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8).............................'........................ .... 2 Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................._+_ft_S-.in.5 11' Sill Plate.Spans ' ........................................................(Table 9).................................._4 ft S in.5 11' +/ Full Height Studs (no. of studs)....................................(Table 9)....................................................... Non-Load Bearing Wall Openings (record largest opening blrt check all openings for compliance to Table 9) ✓ Header Spans.............................................................(Table 9).................................. .9: ft 4- in.5 12' Sill Plate Spans.... ..................:....................................(Table 9).................................. 2 ft_+in.s 12" ✓ Full Height Studs(no. of studs)....................................(fable 9).................................... . ..... Z ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W s� Nominal Height of Tal rest Opening2 .........................................................:.................... 'S 6'8" ✓ SheathingType..............................................(note 4)--................................................... � Edge Nail Spacing..........................7..............(Table 10 or note 4 if less)....................... in. ✓ Field Nail Spacing............................:.............(Table 10)................................................. J1.1 in. ✓ Shear Connection (no. of 16d common nails)(Table 10)........................................I..............I Z Percent Full-Height Sheathing...................:...(Table 10).................................................... /o 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L ++ Nominal Height of TalTst Openingz ........ s 6'B" ✓ Sheathing Type..............................................(note 4)..................................................... Z 1 'f ^17 Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ to in. ✓ Field Nail Spacing.............................:.........:..(fable 11).................................................. If-in. ✓ Shear Connection (no.of 16d common nails)(Table 11)...........:.......:...................................� ✓ Percent Full-Height Sheathing ° 5%Additional Sheathing for Wall with*Opening>6'8"(Design Concepts).................:.. + Wall Cladding Ratedfor Wind Speed?.............................................................. ..................................:...............I............ f 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Spp Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. S°an':"s smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................................. able 12 U-¢ If �� Lateral .............................................(Table 12).............................................L=.%0VIf ✓ Shear............................:..................(Table 12)............................................S=_jtk plf Ll Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker..........................................(Figure 20) ............. 0 ft s smaller of 2'or V2 V/ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...........................................:. able 14 .........U= Y, 4b. Lateral (no. of 16d common nails)...(Table 14)................................... L=Alb. V Roof Sheathing Type...............................................,....(per 780 CMR Chapters 58 and 59) 1 ✓ Roof SheathingThickness.....................................:..... .............................................% in. >-7/16.WSP t� Roof Sheathing Fastening............................................(Table 2).:...................:..................I.............�1 Xb Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the,requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Ba 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. WINDOWS-DOOR$ rvFRC Andetsen., 200 Series Double Hung Vinyl-Clad Wood Frame, Dual-Pane low-E Glazing National Fenestra on with Argon RatingCounclln product Type; Vertical Slider. ENERGY PERFORMANCE RATINGSOf U•Factor(U.S)/S•P Solar Neat Gain Coefficient ' 0 , 30 Oo32 wo vilg-X f� ADDITIONAL PERFORMANCE RATINGS Visible Transmittance Un55 VOUTdCtUnct silpolaas 0at these ratings conform to applleaole 11FBC procedures to;determinlug thole product - performance.WK ratings are deterelned for a fixed set of environeantal conditions and a specific product site,W6 does not resoCnu end any product and does not•arrant the suitaoilty of any product for env specific use. Consult 01:ofiCturer's literature rot other nrolict perfo.'nanto inToraltion. Qualified in All 50 States Qualified r i OP +30( •30 H-LC30 39e C 71e IVAMO lANDDOOR a II'immd a.cppgiCel - INY1•/.WdrrW.com 200;Series Double Hung Tested to ANSI $0101 LS,2.97 or �diacture�tipilates sa�fdr��s¢to tl�applit?blt staaOM Complies with HUD Utz Bulletin No. 111 700395339SAPLViR-3 Veets or exceeds M.E.C.,C.E.C.,&I.E.C.0 Air Infiltration Requireoems tlK 1a11oarx.Certiticatinn prrunram a r Town of Barnstable *Permit# X-PRESS PERMIT .. Fxpires6mnnthsfrcmissuedate Regulatory Services Fee JUL U 7 2006CABLETorn Thomas F.Geiler,Director Building Division �� 17 33 TOWN OF BARNS Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 /�/ www.townbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number - 1 Property Address tesidential Value of Work 7C U Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address C l /4 a �y Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) a N 4{ o T's Lieemse#0 applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name A y •' W orkman's Comp.Policy# --I C C `1 \ 'A Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) \ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side . ❑ Replacement Windows. U-Value (maximum.44). *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: roperty t 'gn Pr erty Owner Letter of Permission. ome Ia r en ontr rs License is required. SIGNATURE: Q:Farms:expmtrg �\ Revise071405 a i • •= f.F ;# Town of Barnstable mow'' Regulatory Services - _ Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 i' www.town.barnstable.ma.us - Fax: 508-790-6230 Office: 508-862-4038 Property Omer Must Complete and Sign This Section If Using A Builder Z�ew�—rr,as Owner of the subject property hereby authorize ��7�i'J �! 4 L- E'2 to act on my behalf, in all rnat{era relative to work authorized by this building permit application for: (Address of Job) 7 Signature of Owner Date Print Nanne Q:FORMS:flWI�R.PEitMIS5i0N TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map / 7 - /Parcel I l 3 Permit# 2-9 Health Division �`�� vC� � ���3�i�/� Date Issued aC�® Conservation Division f r Fee Y � .OU Tax Collector `�- �`'�! J ��� �zt �e�5�- adeY > ✓ Treasurer t30 SEPTIC SYSTEM MUST €E {NSTALLE®IN COMPLIAiP e� Planning Dept. S WItH;TITLE 5 �{7 VLP i - t ��S�� � .EFyi�{R®{V{�ENTALC®®E � 0, Date Definitive Plan Approved by Planning Board ` � TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address l a r7 -F-P,i hlGE Village (2E N`rE lZ U 11,i:C. OwnerRrcaA2z E �LR�►.l l�. 'R©-,t:3F_tLTS Address 102 &INCE P11.1Cr-'LE' Y d� Telephone 5-08- ZI-,�2,9— D C7 Permit Request MDUE D/- &r(T'1ON tVdqL ,S, A4 Zpi�cV Bf::,4,z,P jC w ALL 4 111 rA L 1_ A)F uJ 6C r rc 14 6M e SE E A I LAC 14 Eb D SC M 1,0 Z toAZ SCRr)i n/!',5 Square feet: 1st floor: existing 1700 proposed IWO 2nd floor: existing proposed Total new Valuation ; o-o-o Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size 100 x 15b Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure = Yin. Historic House: ❑Yes ®'l�lo On Old King's Highway: ❑Yes 4lo' Basement Type: Full ❑Crawl ❑Walkout ❑Other z Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1480 Number of Baths: Full: existing j new Half: existing f new Number of Bedrooms: existing, new 3 Total Room Count(not including baths): existing new_� First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes &No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Z Detached garage:❑existing ❑new size Pool: ❑�eexisting 0 new size Barn:❑existing ❑new size l�e ❑Attached garage: xisting new size atJx20 Shed:91 existing ❑new size iox►z Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0"No . If yes, site plan review# Current Use Proposed Use II LL__ BUILDER INFORMATION Name /��ktc— ow e Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE fv r-3v - 2-Ow E , - FOR OFFICIAL USE ONLY ' _PERMIT NO. ISSUED - _t . MAP/PARCEL NO. 44 ADDRESS $' VILL•AGE' � OWNERS r �� r' t�` , ; .,1 � •- - `,: r t DATE OF INSPECTION t rl FOUNDATION FRAME �I 66' Vf r INSULATION 1 FIREPLACE - - ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH T FINAL f GAS: ROUGH) - �. ` FINAL r FINAL BUILDINGru DATE CLOSED OUT ASSOCIATION PLAN NO. �t I iG 330,E (50 % * 4-956.Po. /�161,c / USte- ►00o C=,A L. �aa � / r 7L( �ISPaAL PIT - ust_ Ioc)o GAt_ }� IGw SF 2.S + 37S G.P.U. TaTAL. TJESIGtJ = 425 G.P.D. i .s TaTQ o,a t L.-( FLA-->Vt/ Ex R „;et y vEf�c�t.eTlou 2ATE "+� 2htt u'o¢ Lk%. TAW 4 P.Sax Ira uZ La. (ti�i OF 9/"" �l �., t ALAN r9tCHARL) / 't 61. � ,�•r-�.t� ��r _� � I= Viz: �® ToP_>:�o t too.d -Y 4 pv� vts7r iw- 6A.L;. : 4s 9d Sc-•Pnc + ' INV. f/ TANK 10. BAY v 9d 7 G,e.9rf:L ON pEAcH IT W4rr t WASHED 89. D $TONE Pq.3a _ /o� •�� , M6Di UM -- s'9tio Cs=QTtFiEo pLaT. PL./S��i LocATIOI Ce:H� .Sz,�r t 4L.E -- A--T r 77 I. CGiZTII=,q T14AT TNG F0uNDh�'t0pg5taoww PLAt-1 1Z�i= REti`tC� t4C_i`'L=ow Cc >.PL�lS �/t rtA TWG: 51DE:-UWE: AtJD `:ETUhCK �C4:.1tE~EMc+-1TS OF TNC. LaT 9.,t p�.aN "ak• 31� va rE 747 rr , REGlS[LiZ�D i.Awo 5uevalN�= TI-AI5 PLAt-I I W0T ti:A-SGV 01•4 AW oSTE�v�I_t.� o SS• iW,(-�:Jf✓t[_W �U� �/C_y' ,'wL iUF4 5�T'�, �,l�GaJL1D ll.I�l�l_l crA.ti.lT t..l.t' t_.'.I:_ a>>f=n Tc, i7r_,1'C i=Mt�Jl= Lo,C' t_I N _ ALAI f�tA.�f ,. _ I i TOWN:OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z� Parcel Permit# Health Division t 00W bate Issued Z 9 Conservation Division Fee y v 'Vol. Tax Coll Y Treasu — 1 mpnc SYSTEM UWT Planning Dept. g`j INS`I'ALLE® IN CO��uI�Ll�l�f�l= 9 a P ,, Vf91TH TI'f LE 5 Date Definitive Plan Approved by Planning Board °' i r ENVIRONMENTAL CODE. AND ... TOWN REGULATIONS � . Historic-OKH Pre ervation/Hyannis A Project Street Address. I0r7 P211V c a - K0A-t� Village _ _ • - _ i Owner RAP Address' ,5_& E�5 'r4-�fl✓� Telephone /2'x 2'30 , Permit Request /���.Z1VF'�cJ��CGC T apL�� O��' `Ti�f�4'� � � C6-796 .A-r'rw-C H_jQ :DF.4C9,i r7?0n/ Qr- &.atf�i' Square feet: 1st floor:existing- /$P' proposed f "t 2nd floor:existing proposed _) Total new o Estimated Project Cost f/4-00 Zoning District Flood Plain Groundwater Overlay Construction Type Idvop Lot Size /DO 0 X /5b Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ttr Two Family ❑ Multi-Family(#units) r Age of Existing Structure 99 Y6411S Historic House: ❑Yes 26"o' On Old King's Highway: ❑Yes M o Basement Type: 9'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq:ft.) Basement Unfinished Area(sq.ft) Dumber of Baths: Full: existing new t — Half: existing d new A Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing '7 new_ First Floor Room Count 7 Heat Type and Fuel: M Gas ❑Oil • ❑ Electric ❑Other � Central Air: ❑Yes 3 No Fireplaces: Existing E New Existing wood/coal stove: ❑Yes Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: existing ❑new size ® Shed:2�existingi ew .size i's�J Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ -Commercial "❑Yes • ❑No If yes, site plan review,# Current Use Proposed Use BUILDER INFORMATION Name .Telephone Number Address License# Home Improvement'Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO d SIGNATURE r DATE _T � FOR OFFICIAL,USE ONLY PERMIT NO. 1, ,,. C�5 - •f i � -^ • . ' DATE ISSUED: „ - :� +€, i�",_ r'.� - ., _ w ,�M �• '/' +&gip _ +° ,,r "'`� 1 .,• •,�„ •J .. - ° MAP/PARCEUNO. ,y ! 's sY f • ?'1 � ;Id f. } ti„ J:A' �, � P •P fi f 1 J N, -„K•6' ,R�f` R• f«! ,,,;y • �'�y. t.i�. l /- �.a_ .i T1w _ c }. ` p• r ' ` ADDRESS; r. .'� 3,. ;. r. s�VILLAGE OWNER IT ' ' ''g"' `may .� "� ,•„' • i Y DATE OF INSPECTION;" FOUNDATION 3 a i FRAME ;..: _v••-•�� :' ;� , - t • j .F' � _i r INSULATION FIREPLACE •`� • • ,�' '• � E rr , • ,.. ,t' • _ _ f _ s � � �, t ELECTRICAL: ROUGH FINAL. PLUMBING: . ROUGH' FINAL` ..' r +A? GAS: ROUGH -= t. FINAL FINAL BUILDING DATE CLOSED OUT t. w ' ); '• _ - 3 r ASSOCIATION PLAN NO. • • t s _ a11J�1� ���/lll_� - 3 Z3�.DiZIJpNC 1`lt�'�tZ}3AG� GtZi tJD�1Z - adt u-4 FLova 1 to ,c 3 t 330 G.pD. �. 1-tc 'TAk-4k. = -SSOv l50 % = 4-9ra 6.P.D. U Ste- t OOp OSAL. I�ISPoSAL PIT uSE logo S;UX-WALL AME.A. t50 S.P. 9�• 15o St= 2.S = 375. G-P-D. : So s► 1 •ca So �.PD. TOTAL 17ESIG1:t t 425 G.P.D. 1 y 61414 ROOM 3 ,t `�j To'T"n chat 1_�{ Fl-aw : 330 6Pn. EXP . ltzcDt.e-l-�o tJ t2ATE �"I1.1 SAA 1 W'otz 0 o ti nN a :' 4 Pi7 0t1 tO �F r-ftOHAFtu lea. C2 . w`j ��y�c•'!i� � '-jam i`' �G � . - Tel' yy or Fwo = 0o.o T..... . Og. So/L 4 PAP--- � 'po x j fI w. GAL.. cpM INV.(Op0 5.3' � Ld"'-os L IW.9 7o 9k1 0Lo, -!q:;•rY i I' I.IK•w.9li..s4i1, 95.s3 6,em rf:L - PIT ,!� WAf4tED -. -- s9N0 Lv1'ATI Ot-4 Ce N io «A�4.e 11/za/77 - INN, -5orr::,; GUtzTtf=-( Tl-(AT' TNT FouMphTtc)"5"owQ PZ--A► ! Ri*pcRE�;c_a E_Qt_alJ Cr LPt_�!S W t rk- T1-1G- gIDE.t_tt.tt= 4t:> SE'T'I.33,A(:4 Vcqc-JlQGA t&WTS of TNC- Lo-r 9,1 ww or- E51kRN. kj `I-fa�st.E. Pt_AN '3k• 30� pG.1 Z NG_ ac�tsrt=r�� LAI 0 5uevc%.(or_ •t-415 PL.AW l LJfOT LASG0 01••4 Aa! MAss, c_wT ;ut�.ic_Y ;rtat_. orrc:, 14 a.Nnl_1 f�s.t-�'T' Tc, i�r l'Lt_Mt�J� l�'C' l_Itit`:; _ ALA N . . SNJR..LL- I Department of Health Safety and Environmental Services Building Division 1 367 Main Sheet,HYamtis MA M601 - ta� f Office: 508-862-4038 Ralph Crossm Fax: 508-790-C30 Building Commi_rio: HOMEOwNFSLU=MEXEMMM Atm+ee� DATE_ JOB LOCATM' f al Ahf asttober sttext ( � -HOMEowm,.-. emcee home pboaa� wodc P�� CURREI rMAnMGADDRI3S: eiWAm m me zip code The ctaseat exemption for was extended to i"ChIrl ied dweflin=of sic units or less lad to allow homeowners to engage an kdh iduai liar hiLi who dtus not possess a>imm mWde t tat the m mer handed S DEFII�t[PiDri t�SOiNEOwS�_ pierun(s)who owns a parcel of land an which helshe resides or imteads to to sacO use which On th is,Or Is nctut es A to be,a one ortwo-family dweWnS armed or deuched Y who mate them one home in atwo-yearperiodshaitnot be considered ahomeoa►ner• Such to the that hr ab shai�1.be shall sabmitto the Bn�ing-Official as a form acap'table Bn�nB Offiaat+ The tmdessigaed"homeawne:"ataumes f for complia�withthe State Budding code and other applicable codes,bylaws,min and ragatat erns. The smde:signed"homeawne�'ce ffm that hershe tmdetstaads the Tom of Ba:astable Building Department minimum mspow=procedures and rupu emeMs mad that Wshe wtll comply with said ptocedtaes and Apptova►ofBn z-gOtticiai NM '17 o family dwdfmgs wing 3S,000 wWc fM err imWvM be to comply with the Stan Building Code Sudan 127.0 Consmudon Cadrol. RGMEGwm=F.=m ME Coda sun s tim •Aoy bomeowoa pa5oamoj v=kfOrahich a beiWh$�� ski be c�a the pmvis;ow afft txetion(Sudan i09 Li-t3oaeiogaf -.--SuPMMbM);Pe- aPason(s)for Mm to da nth made.shot trade Homeonnaabsdt act as mpavitaer" ema>�6 of a ( Appendix Q. �rbomeonnaaabwathbaotanptianacetmarated otthay Reties dt Regoiadom far tloeasmg Chan SupatttnM SeedM 'iMs htet of awaee, P ,ohm ttdo i in anions prohb as i sty when the hetme, bias tmiieaesed pees= la ft eae.ata Boned e�oat peeeeeai agttitestthe tmiitamed Pasoa a it wadd T]�ebomeawoaratdog as StepanimriSWftN* MAW' Supervisor. �r ttxiaiee,as pact of the permit� To a wndatde bzwcwmis"y mm cfhislba�. und thattheb that6dshe the ofaSWuvb r. OnthatactpageofthhissueisaformcozrattiY by several towns. Yon me y cue to atetaed and adopt such a fozmlaa for ttsa in yattr may. 107 Prince Hinckley Road Deck Project 0.40 CCA round contact P. T. Material list by 1en th & use: Quantity Size Length Material for: Unit. Cost * Total Cost 52 5/4 x 6 12 Deck $0.00 19 2 x 2 10 2 x 2 Balasters $0.00 1 2 x 4 14 Rail Trimmer $0.00 1 2 x 4 12 Rail Trimmer $0.00 1 2 x 4 8 Rail Trimmer $0.00 3 2 x 6 10 Rail Cap $0.00 5 2 x 6 12 Step Treads & Beam $0.00 24 2 x 8 12 Joists $0.00 1 2 x 10 14 Step Stringer $0.00 6 4 x 4 8 Rail & Deck Posts $0.00 14 1/2" 8" Galv. Hex Bolts & Nuts -$0.00 20 1/2" Galv. Flat Washers $0.00 2 Pounds 1- 1/2" Galv. Joist Hanger Nails $0.00 5 10" dia 4' Sona tubes $0.00 12 80 lbs. Bags redi-mix concrete $0.00 36 2x8 Galv. Joist Hangers $0.00 1000 #8 Sq. Dr. 2 1/2" Stainless Steel Screws 10 9/16 1 3" Galv. Lag Screws $0.00 10 9/16" 1 Galv. Flat Washers $0.00 Sub-total cost $0.00 r State sales tax at 5% $0.00 Total material estimated cost $0.00 7/24/99 Dick Roberts Total Deck Materials.xls Deck Project at 107 Prince Hinckley Road, Centerville Deck Description: A new deck of 12' x 23' will replace the current 12' x 25' deck and be shifted south 16' to make room for a new 14' x 16' sunroom which is being built by Timothy Grey Building and Remodeling Co. See 5 attached drawings. The new deck will be partially supported by the current house rim joist and 5 new concrete piers formed by 10" diameter construction core tubes. Each tube will be poured monolithically in a 12 inch hole so the footer flows out into the sides of the hole. (5) 4" x 4" x 54" support post will be inserted into the concrete forms during the pours (see page 1 of 5). The beams will be comprised of two 2" x 6"'s bolted through the (5) 4" x 4" posts. The two I 6" long beams will be jointed via bolting through the center support post. Above the beams, 2" x 8"joists on 16: O.C. will be installed using galvanized steel hangers. To create a 23' long rim joist, two 2" x 8" `s will be installed so the joint is lapped 5'- 9". Above the joists will be planked with 5/4 x 6-inch deck boards using 2 number 8 x 2 % stainless flat-head screws per joist. The deck will be 15" above grade and will have a 32" high railing. The rail support will be 4" x 4" posts with a maximum spacing of Wand the cap will be constructed with 2" x 6" 's. 2 x 2 balusters on 6" centers will finish the railing. Two stair-ways will be installed with a 7 1/2" step rise to accommodate grade to floor dimension of 15". All wood material will be southern pine pressure treated to 0.40 CCA. All fasteners will be stainless or galvanized steel. �C7VN 0rJ S14IPPoa, i E77;-�C, JO Srs i'sY�- ,2 l���ssu2E T2,�-ram .� ;x x J orefeS/ _4 �F(�GACFMENT ���G P.TLvT�cr' _ Pf GE Or- CAN E2 .UiLL�I 1'1ilA Ext5-r NG House (N ALL 7�"x002 V. 57-4 LA-G- - - �X1-65) NG . P'OUAlDAr/CIS/ K J4 O U S 6 774-/ L- /07 RING � JNCKLFiy 2pf}D Existing Exterior Wall at. io ' o New Sunroom Wall N Building Permit by T.Gray Bldg.&Remod'g c 3 1/ 1'4" V 4" 1'4" V 4" V 4" 1'4" V 4" V 4" V 4" 1'4" 1'4" V 4" 1'4" 1'4" 1'4' 1'49114 `y eo 1'6" 5'0" 510.1 5'0" 5.0.. 1'6" 23'0" REPLACEMENT DECK FOR 107 PRINCE HINCKLEY RD,CENTERVILLE 32 sEE Li Li f} 6 E o S /2�pL %FM Cry t ��c K P e vv'�e c i 07 c J sED Os� ENS ��Fw ZFp�Ac CMEo�I i �L—cue �i2vcl�ci W �/2/NCE '/NCcIL v� Engineering Dept. (3rd floor) Map Parcel L e'1� �— Permit# Al�) (0 ± ( House# Date Issued C -- rN ly-233 ,� a . Board of Health(3rd floor)-(8:15 -9:30/1:00- 29 0 � Fee �S y - 7 D Conservation Office(4th floor)(8:30-9:30/1:00-2:00) � Planning Dept.(1st floor/School Admin. Bldg.) dt Definitive Plan Approved by Planning Board /V + 19 • BARMASM MABL TOWN OF BARNSTABLE b Building Permit Application Project StrreLY1JfYV`1ke_ et Address IR. L'-0 Village M A- Owner ��r �()6;1h5 Address 10 Prince , Telephone f �4 2.. 5SO9 J Permit Request` 14 r / f�`� JIVSgA71iv 13"7- /moo First Floor ?r� ��� square feet Second Floor square feet Construction Type i 0&� o (ze`/ Estimated Project Cost $ q a�() Zoning,District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes On Old Kings Highway ❑Yes Q Basement Type: ❑Full ❑Crawl ❑Walkout ZWther _la X L/ Basement Finished Area(sq.ft.) / 19: Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count © Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other / ,"O A*/Ck:% Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed.(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# - Current Use Proposed Use Q Builder Information c- Namej i_ &ffi� TtrQ J l(6!rG, 9 I' e!Telephone Number 1�- ' 3 (D Address ( j I �j � -�- License# 3 Home Improvement Contractor# a Worker's Compensation# W e 666 103/—40 dEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION 'DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE—�, ' 1 �Q x� BUILDING PERMIT DENIED FOR THE FOLLOWING REASON FOR OFFICIAL USE ONLY PERMIT NO. ; = _ DATE ISSUED MAP/PARCEL NO. - - ADDRESS VILLAGE OWNER DATE J'INSPECTION: FOUNDATION . .� FRAME INSULATION FIREPLACE ! ELECTRICAL: ROUGH -` ! FINAL PLUMBING: ROUGH f FINAL GAS. ROUGH FINAL FINALBUILDING 4 LIB! r j + J '• DATE CLOSED OUT' .. 9 I + l p 3 ASSOCIATION PLAN NO. SII,.J�GI_� FL�JVIIL� - 3 ��DiZIJpN� _ /� t.lt7S',��FsACa� G(ZIIJDEIZ © u` �. LadtL.�4 Fl..ow sm Itd x 3 = 33o G•Ri7. � � -tc _rA"V- = 330,E 1r70 % * 49r2 6.P.o. U sue- t o0o Y?ISPOSA�. PIT - uSE Ioc)O GAL.• SUGW,a LL AV-G.4 T 15o S.P. BcrrrD A AZMA a GAO ST=. A's a 4�q � TOTAL: ti7ESIGN = 4 .P.D. I - SuN RooM�x 3 ,t �j ToTA 330 6.P.p. n• �` Mf1GDl.QTIOtJ 0&7'E arttw•O¢ � .._ ti n r 111 i TAnK @ 4 A 4 0 91 V Of A AN FftCHARU ,,ll t •-�� iva Tit- G. y9 Z•gtr,Fwo s�00.0 4�'P, � 4'Pv� DIST ,w. GAL. . �s,s '$ox 9s 90 Scpnc I1JV. 10: l IOpO ` ja wy. t 46..70 . G.e,v off PIT ,� ; WI rtt A. WASHED ?: 89. 4 STONE Pq, :o MEDIUM /�� �•o• � �r - S9ti0 PL./�hi LoCATIot•� Ct=NT�.tizv1LL.E CI.IZTlr-'q TWAT- TNG_ FOuNphN'tOt_L5"OvjQ PT--AQ REFE2E1:1ca �C:!`Lza��I Gc�LPLYS �1TK Tt-lL": SI D� t_ttJE L ,ua SE•r���tG �rrgJtt:E,I�tc:uTy OP rt4C Lo-t� qi a W Q oi= e>,#.i� N�,Ti•.$t~E. PLAN '31E 3 vC4 : RG I Z s� �;.• a ,y+�,, ���.......�-' L �",j Ct,,�,,,.� ,,,.,�, u. 9ZEG15[LPI=D LAWo 6U2VcYc��� T1415 PL_At•-I Imo, UOT a,ASr--V Ot-4 A&.I � 05TE��/1�1.G o I(rtASS� :('L:J.'✓�C_W� �U���/t.�_�' � ;'('t�L- UFL:S�T•�. �i!-1G,�Il.� A.{�(�L 1 t-:FA. .iT � ; I' t✓t_ Ua-Uc'> fc, i�r�'i c=Mt►�1"= L-0-' l_tN� :; :, - ALA h6 ,1N1A,�L.. I 2x12 ridge 12— x4 oia 7 asphalt to match over 15 Ibs felt VENTED DRIP R-30 2X10 RAFTERS W cont. header 2x4 walls 1/2" cdx r 13 � �4X4 POST °'- POST BASE siding to match 5"t/w/ 3/4"t.g plywood over tyvek x8 p.t double box 11/2"p.t.ply under x4 post w/simpson post base abe44 'illi il� y�l 10"X4' 16'-0" 16" BUILDING SECTION C R 1�07 PRINCE HIN§LEYORDRTS CENTERVILLE,MA SUNROOM ADDITION 16X14 DATE:7-8-99 SCALE::12 cont ridge vent wate I !n valley Asphalt TRIM TO MATCH existing 2x4 walls 3/4"t.g.glue new andersen tw3831 Owl,p a ❑ p.t.2x8 18" O new andersen ps8 slider R 19 existing 2x box ga v. ange 1/2"p.t.ply 9/16" aIv la 2'0/ white cedar 5"Le. � � � existing fnda DECKHOUSE DETAIL x I I. #5 lag 2'o/c 2x8 p.t on house „ I R I'!'! see detail If ,Ii � SUN 14'-0" ' �II 10" I! EXISTING FULL FOUNDATION RIGHT ELEVATION 4Qf: MR&MRS RICHARD RODERTS mill 107 PRINCE HINCKLEY RD CENTERVILLE,MA SUNROOM ADDITION 16X14 DATE:7-8-99 SCALE+2� TITLE:ELEVATION u water 'ce valley Asphalt 'TRIM TO MATCH new andersen tw38310whp Ll white cedar over t vek 5"t.w. existing home I I A 'i 9 2'o/c 2x8 P•\#5 la t on house I!II�II see detail Illj i v j. EXISTING FULL FOUNDATIOt"jii! 10:: li'iljll LEFT ELEVATION MR&MRS RI HARD RODERTS PRINCE '107 LEY RD CENTERVILLE MA SUNROOM ADDITIOtSX14 DATE:7-8-99 SCALE H-2"- TITLE:ELEVATION 1 e7 !t� 2' 16'1 58 4'11 11'2 -------------- 161-011 ------------ �— dsting hom i I � N CO p PORCH sp FLOOR PLAN ------------BEAM BELOW_______________________________ _ N N 2'10 5'3 5'2 2'10 1610" RICHARD ROBERTS 107 PRINCE HINCKLEY RD CENTERVILLE , MA NEW 14' X16' SUNROOM DRAWINGS BY : ADDITION DATE : 7-7-99 TIMOTHY GRAY 15 TOBISSET ST MASHPEE MA. II - The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION l07 P01Ncc-- 12W nt7-a;'W/AGE Location of shed(address) Property owner's name Telephone number !n ' X Jar Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? O Conservation Commission(signature requiredl THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-fbr=-shedmg tt✓�! - 3 �3mtzr�oM 44 jk = `330 tp0 7o s 4-95 6.Pv. l C)Op GAL- 0 CX=1 AtzE.A. T tso IS-P. . 2.S 7 7S U•P.U; :. .p 50El pf TE 2� �t O , TAAK 4 Q Q P.Bo+C MIN .0 ©Av J ALAN Ova 9� 44 G yq Tar. �'wo T. Apo.o ��oao If,IV � ••� - t 'Box I&I 9d Sc-Qr-ic Iwv- TAMK Ioo5.�� N PIT • , . w TOWN OF BARNSTABLE -'"' ' ` Permit No. ------ Building Inspector $400.00 V ie { �►uIrau 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 Address Centerville, MA i.1 1«-tia n` i e 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 1.1P ...G,42s1.��. G21 titD�JZ t �dt L.`�( �LQw s l.tb.+� 3 = 33o G•P•D A f a. .,. ` :�. F?T'IG TAt-16L �330.t,Ir7G %:=.4-9Gj 6 P. x to U Ste- l OCOC , CS, .d}j•,.,/�15Pa5 AL. PIT' "VSt�' � IOC�IG G!1'L. ' , � i £.. � ' ;� { } .^ � �.� , i'. fC, -- -• - ��� �7��� l1• A�p � ,- (t p �+"� J .�� R t s. Y � y i9t 5 � �•. `TDJvc '"tCl.(2�A c .� y�jp,ST•; _ ; r :..t ; �F r ; .-- r i •:.I � /.�'t�'M���°:::} r #...." L i '�.. t T'•"+ t .' to� Si^a--t '� -, i t t' _, ' 1 t� ' Q4 ,s a- t �-t > ToTAI. PG�IGtJ '. 42rj '&-PPD . f ¥ t e' s '"' ; , 3 _t ► 1 r Q`Ct©tJ -SZl�Tf t t�,f 2ht�u plz ='n/ ' ; Of ,,'� F-I-- ��r�✓_�„� �'�'� 4.., t ,-s � 1 � �'J/ ,�Jfl✓. ... } Ir(,., � �� � ' i i ryt�ry � �J f t FtLFiAW�'} � f r f R rr" I t 1 t I r F t i fl1 A lCAI ?1044, � ,rC✓fF i ; ! , f t ^ ` I f H f `. t"'G.�• ! f. / •.//I,i � 1T�.N/ /' �',i /iC,a_ 1.O� t ' �69M � ! -� ,. '. "P� �0(J� r �N`• t' r 1 '.�f� �.� a i � , ; F i { 7 .r f 1 5u6, snsL i 4r�y�. lull• 5cspo SePrCt z , IW-V. T"A w W- (tom ? - i �le7 JP �. 1' CDDD lNpt/ tWV•96 { i ^ I�VN�-' i �.1•��"f /.r?.,�YV ... F ..�, i i � A f "9,vt. PT : l t ` f IA s w r J ; ' 1_ i �9. D STowt= P9 Y �hGAZ'iO1J 1 Ge�Nrrm,v- u t7 ►;Jo s��,.�..�- F ; GAi; •� 9a�t?tr r t►ATi~ I fi C r ' TZtr�'�F-e crm tz T I TWA-r i T I-A t= Foua D �t p t4 Sou Q �t_ l.t.l t-1Z^G'�t;ni 'C0&kPLY-G Crl—A, T►-I c �jl DC t_t►-1E ` : L c: 1" t 6 . , t A►.ID "`;ETCtACIC �:'Cq ll�EAitE- GG TNE: TC.: 4f. 'I,J�(� 1�•(�. # (2C,C,t r_I;aD 't Aft 1C'j rU:f�V `I cUI"r TA-6 I5 C7(-A tii I 4J'UT 12-SC[? Ut•.# p,� 05TEG�V\LLL o' AS�i• tW�f L�JJ✓tiEw►J i ✓�clt'�/try' t�(_ i:F4=5t�r �allGe:ll 1� 1 i A N f?LA,C'1-1, N,L t•.i,-C fit;•, .1 • •ems/ � .. es Qs map and lot 'numb ....... ..........:....................... SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE . S(j"Atage uPermit number ........................ ........'.................. .... WITH ARTICLE IL, STATE SANITAF�V' r.. X&L fllQ i BAHH9TLB.. • }' rJ IL DUI{ DIHG'4_�� INSPECTOR. r APPLICATION FOIE PERMIT TO ............ .... ........................................................................... ............... r: I TYPE OF CONSTRUCTION ....... ................. ...... 3..............197f �b TO THE INSPECTOR OF BUILDINGS: The undersignel hereby applies for a permit according to the fol lowing.information: Location .. ... .. .. .... ........................................................ ' • ProposedUse ..... ... �� .........................................................................:................... Zoning District ............................................ ..........................Fire District ...... .................... . d Name of Owner ... ....... .....Address L� Nameof Builder .............................................�.....................Address .............::..................................................................... Nameof Architect ..................................................................Address .....................................................:.............................. Numberof Rooms .......�.....................................................Foundation ..... ........................................... Exterior ... . ......! ..w.............................................Roofing .... ................................................ Floors '........0 ...........................................................Interior .....Ai�.....11(loe`�................I.......................... Heating .....tc... • ...................Plumbing .....�.................................................................... Fireplace .:.. ...... . ......................................Approximate Cost ...........¢�..!1 /................................... . ..... I950 s� Definitive Plan Approved by Planning Board ---------------_---------------19________. Area' .... .LL''. . 16: . Diagram of Lot and Building with Dimensions / Fee T�°® � . SUBJECT TO APPROVAL OF BOARD OF HEALTH Q O o® Q i _ _ I r t conform to all the Rules and Regulations of the Town of Barnstable re ardin the above 1 hereby agree o 0 9 9 construction. Name . .......�......... ......... . . ' Smallq Alan E. ^- �r20172 - one story Permit for — � . / m single family dwelling .............................................................. — . � 107 Prince Hinckley Road Location ---.---_—._------------ - ~ � Centerville .---.----..----.-------------. � . � ~ - Alan E. Small Owner --_._-----.-----.-----�—. . , . ' frsm�n ~ . Type of Construction .......................................... - ~ ~ --------.—.—.--.—..~--..---.--- P ��l Plot . . Lo� . ' . . AW- ~�.� .. / permit Granted —.--.�Ygy. � �— .�lV �� . , -- ~+ Date of Inspection .......................................lg + �,� ~�«�- r� Date Completed ..-��x�� .�.=---..g ' . . . � ' ' ' ~ ` � ^ , PERMIT REFUSED ^' .-------....-....~.,.------' 19 .--.—.-.—.—...-.^---.----.---.---. _ . - . --`--^--''`-._-----^—`--`'—'_—''.'r~��^' ...—.—.—....�c.—......,........._.._.,..�� ' , .—..... ...—..--.-.--.—.—..--._—..-.--. ' . Approved ......................................... lV . . --------..`----.---'---.—.—..--. \ ' ................ SMOKE DETECTORS REVIEWED N T BIlSuiLDING DEPT.� DATE NI UI FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING Front Entry I I DEN BEDROOMZ5 ` LIVING j o IU I HALL — — _ _ CL bearing wall - Clos. dn. v Clos. I IU BATH I KITCHEN - I MASTER B/R N. O aa� C105. C?Py S G pgOp�O� BATH 4 NO.30638 OS — — — — — — — — — — — — — — — — — c� D► OF Roberts Residence REV-: DATE: 7- 1 4-09 LARRY GORDON ARCHITECTURAL DESIGN - - EXIST. PART. FIRST FLOOR n Aml Centerville, MA 02G32 508-790- 1 24G 107 Prince Hinckley Rd., Centervil a rev. date: SCALE: 1 4 =1 '-0" FFH FFH �IFFP - .-,,LLLU, ,LLU,.A I ILLU, 11-1 1 P - I - - - - - -- - -- - -- - - - - - - - - -- - --- Gocyij°� c� �A o O:3 6 i OS ► �M J��s -P a• FMPS a� Roberts Residence REV.: DATE: 7— 1 4_09 LARRY GORDON ARCHITECTURAL DESIGN EXIST T ELEVATION Am2 Centerville, MA 02G32 s08-790- 1246 107 Prince Hinckley Rd., Centervil e . EAR rev. dote: SCALE: 12 — — 2x8@ I G" rafters, typ. G 2xG@ I G" clg. jsts., typ. 2x4 stud wall, typ. 2-2x4 top plate, typ. 2x4 stud wall, typ. 9'- 1 11" clr. 3'-12" clr. y mO 10 s DEN HALL MASTER B/R fin. fir. exist. grade - 2x 10 @ I G" O.C. floorjsts. , lJ 3-2x8 Beam I l i i t I! ill 8 pour. conc. wall, typ• I II� -II III - ;II Ilj u i8-0 n lally cols @ O.C. w/ 2x4 stud walls between/IV � .5 � S.Go 'yi� v wC�QP 90 2 G'-O" s Q 3 y to JSAA 3� �J♦ OF MA vaa LARRY GORDON ARCHITECTURAL DESIGN Roberts Residence REV.: °ATE: 7- 1 4-09 Centerville, A 107 Prince Hinckley Rd. Centervil e EXIST. CROSS SECTION rev. date: SCALE: Am3 e e, M 02632 508-790- 1246 y 3 8 =1 -0 �u , s AA. A-8 y jy — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I - t lfll � 'Aa 4. U � . Front Entry x I DEN BEDROOM 0 Lv I 3 z . . 4 x. �..v_..c: 3av ..�.L:K,_sLs;� :'ika.,.?�P.`"�....�-�,.i'�...x.:.3 ��: f -`•"r — - L" exist. bsmt. stair HALL new wall (relocated appr. ,1 � CIOS. � N north 32' from exist. wall) p y - �. . do y : :., .: �.� _v x IN CIOs - ' I _O - IU KITCHEN 4. BATH new stair to second floor exist. G" wet wall (see stair section Sht. A-9) a (pipe chase for upstairs) oak railing # newel post b MASTER B/R c'� w/ white balusters \5�,� s. Gp 'yi�,°a o F up S NO:30638 2 m Q ndm � g BO T N, ► 3-421 11 BATH ` A J e° OFM�®� 27-7" addition fram.dim. (verify in field) s� v A-S DATE: LARRY GORDON ARCHITECTURAL DE51GN Roberts Residence REV.: 7— 1 4-09 '107 Prince Hinckley Rd., Centervil a PROPOS. FIRST FLOOR rev. dote: SCALE: � A4 , Centerville, MA 02G32 508-790- 1246 y 4 =11-011 align w/ windows on first fir. A. 2 A�� 2 NOTE: Dimen5ion5 are to FACE III of framing or to CENTER of wa115 �i —'; align w/windows _ on first fir., typ. GREAT ROOM N 1 (vinyl) (carpet) -6„ 4'-02-"' 5'-32' 2'-7 51-4" 4'-1 O" z E am Existing Attic ) 7xY y — On. 4 O I stack. IO I 105 N plane of exist. stair ccmh ,.0 r" Wall to bsmt. O �fr; t has N _ 3'-0" cir 20x28 attic hatch In , 22 " oak handrail —� 2!x60 align w/windows �< on first fir. ' underside of linen clos. floor k vanity °,�<-> BEDROOM structure to be min. 24" above bathrm. floor (to maintain rea'd. h � ° _v¢ B O (carpet stairway headroom below) �N (vinyl) 2'-5" _ linen "ht. w 11 raF N 36"x36" one-pc. fiberglass shower Rc Ca . 9'-62' _ _ — _O l 1'-62' �c��y S G 0,9y/� L? 3: —6=� m N Cios. x..,:ti-.�,'.a'`,'`h.". '�.cr...... ..�..b_ ..�;53sa ..-.:.s.:.cr.R�.,,t:.:r.r„ ...s`,;,. z..x.r`.s.✓, 3., .ter,-3 .�..w: �e� .::c:. F-� ,.<.:�`. s.: :a =. .: � �y l�. 6a8 BOSTON, ® MASS. 3 27'-7" fram.dim. (verify in field) I ®®q TH OF M�'',��a ol A. eMl DATE: 7_ 1 4_�g LARRY GORDON ARCHITECTURAL DE51GN Roberts Residence REV.: Centerville, MA _ _ 107 Prince Hinckley Rd. Centervil a PROPOS. SECOND FLOOR rev. date: SCALE: "- , " AmS 02632 508 790 1246 Y � 1 4 —1 -0 A. A� Certainteed W00d5cape asphalt shingle roof to match existing 12 - 5tephen5on 5tandard 6 cupola model 30 C shutters to match exist. Azek frieze bd., typ. x6 Azek corner 2 2 board, typ. a exl5tmcg roof—� 4 vinyl siding f� (New Second Floor) new roof overhang --Jill FM (Ex15t. First Floor) 0 -- - - - -- - - --- - -- - - - - - - - - - - - - - - -- - -- - - - - - - - - -- - - -- - - - -- - - - -- Al-&AAea ¢'irS N0363� N ► C ACTH OF �a DATE:LARRY GORDON ARCHITECTURAL DESIGN Roberts Residence REV.: 7_ 1 4_09 Centerville, MA 02G32 508-790- 1 24G 107 Prince Hinckley Rd., Centervil ePROPOS. EAST ELEVATION rev. dote: SCALE: A06 f Airvent Airhawk 5lA brown alum.roof vent 12 Certainteed Woodscape asphalt 6y- shingle roof to match existing 6I .032 ga. seamless alum. gutters, typ. Azek frieze bd., typ. ® Azek fascia bd., typ. _ 3® 3" Azek window ® r� casing, typ. rTr` cedar shin ler� t `— exist.. 9 YP r,�r applied Azek s1ll, typ• LLLY roof 1 xG Azek corner bd., typ. l 1_011 (New Second Floor) V (New Second Floor) Azek rake bd. - -gL - - ---- - --- - ----- ---- ----- - --- — — IxB Azek frieze bd., typ. - ------ - ---- - -- ---- --------- -- - --- ---- - ---- ----- ---- ------ -- - - - ® 1 11'. " f i -T,i IL FFH � Exist. First floor) �! r (Exist. First Floor --- ----- -------------- - --- - ----- -� rY � ; ----- --------------- - --- --^i, 1 Jr 4r r — 2G'-O" exist. width s��a WEST ELEVATION SOUTH ELEVATION ARCti� G 0,4O �0 4 n c, 5s• 4 t FMSS Roberts Residence REV: DATE: 7- 14-09 LARRY GORDON ARCf11TECTURAL DESIGN PROPOS. ELEVATIONS Aw7 Centerville, MA 02G32 508-790- 1 24G 107 Prince Hinckley Rd., Centervil a date- scALE: —fridge vent wd. roof trusses @ 24" O.C. 12 G 8" ZIP plywd. sheathing, asphalt roof shingles, typ. R T-G clg. insul. (2) 2x4 top plate typ. I x8 Azek fascia bd. appr. Gill (2) 2x8 header, typ. Azek soffit w/ cont. bee vent J x8 Azek freeze bd. I/2" GWB, slumcoat 88" stud ht. 4-13" Azek window trim, typ. plaster, typ. 2nd. flr., t s Andersen series 200 D.H. window, 244G n GREAT RM. BEDROOM new 4" vinyl siding applied Azek sill, typ. 1 I '-G4" clr. ! 3'-44" clr. 2x4 @ ! G" wall, R 15 FG msvl., lead flashing asph. shing ,,I. roof 2 ZIP plywd. sheath. (install 2xG ledger vertically from rim joist to top 2xG @ 1 G" plate); cedar shingles, typ. Azek fasciabd. - - -- - - - - - - - - new 2x10@ IG" O.C. (sisterw/ exist. 2xGjsts.) - - - - - - - - - - - - - - - - - - new 2x 10 rim joist 2x4 lookout @ I G" new overhang to s match exist. overhan exist. 2x4 stud wall, . 9 typ . frieze bd. 4- exist. first floor exter. wall 9'-l 12' clr. 3'-12" clr. 1 !'-G" clr. AA � AA � exist. 4" vinyl siding DEN HALL MASTER B/R �S pogo%�v .1 �1 efx , N :3 63 �'• �'' Ci fin. flr. exist. rade Aa5�� exist. 2x 10 @ I G" O.C. floor jsts. �V 8" pour. conc. wall, typ. I !i.— .. i j�-_' _i __ _� I '.i _i.—_ i i II Roberts Residence REV" DATE: 7_ 1 4_09 LARRY GORDON ARCt11TECTURAL DESIGN - - - CRASS SECTION "A-A" AM8 Centerville, MA 02G32 508-790- 1 24G 107 Prince Hinckley Rd., Centervil a rev. dote: SCALE: Q 3 Un=1 '_ou I I 30 clr. ( wer) sho ` FIN. 2nd. FLR. 8'-92" framed opg. \\\ 3'-24" 4" CDX subfloor \ exist. 2xG * new 2x 10 Joists \ \ \ exist. 2x4 ext. wall \ 3/4" oak tread, typ. \ \\ 3/4" riser bd.,typ. exist. door \� ,} frame f 2x 12 stringer (3 min.) STAIR : I I TREADS @ 9"+ 1" nosing, plus Landing \ 13 RISERS @ appr. 7,3' L \ s - HALL 112" GW3 on strapping, _ \ =1N \ R- 19 FIG insulation m i�I \ 372 clr. oak landing \ � i n 2x8, typ. (trimmed down as re4d.) FIN. ! st. FLR. exist. closet subflr. — — — — — — — — — — — —— — — exist. 2x I O @ I G"Joists exist. 2x! O @ I G" exist. (2) 2x 10 cross-tie o exist. basement stair L4- \ o \ L L s . V \ � P� S. p90 1 BSMT. q 2 ,,® ca \\ N io O. cns 42 s \ h� SS.OF INN �J� O \ �QV Roberts Residence REV: DATE: 7— 1 4-09 LARRY GORDON ARCHITECTURAL DESIGN STAIR SECTION � AM9 Centerville, MA 02G32 508-790- 1 24G 107 Prince Hinckley Rd.,:Ce:n:tervil a rev. date: SCALE: 12 =1 -0 DOOR SCHEDULE GENERAL NOTES AND SPECS DOOR# DOOR 51ZE DOOR TYPE 34 x 78 x 13/8" R.H. G-panel pine, painted I . PLUMBING: Provide all plumbing fixtures as shown on plans. Carry an allowance of $ 1 500 for the 2 34 x 78 x 13/8" L.H. 11 plumbing fixtures and vanity. All 112" hot water piping to receive Armaflex pipe Insulation (1/2"). 3 2 - 30 x 78 x 1 3/8" " Provide Gerber Avalanche model 21-17 toilet. 4 2 - 30x78x 1 3/8" ' 5 air 30 x 78 x 1 3/8" 2. ELECTRICAL: Provide all wiring, switches, light fixtures and smoke detectors for a complete job. G 34 x 78 x 1 3/5" L.H. Carry an allowance of $500 for fixtures and bath fan. 7 30 x 60 x 1 3/4" L.H. insulated metal door w/ threshold - weatherstrip 4 sides 3. HEATING: Provide a new zone of hot water baseboard heating (working off the existing boiler) for for the new second floor. (locate thermastat as directed by owner) 4. WINDOWS: Provide Andersen white vinyl-clad series 200 windows as shown on plans and window schedule. Provide FInelight grilles (between glass) as shown on elevations. U value .30 max., solar heat gain coeff. .32 / Provide full screens for all windows. 5. SIDING: Provide white cedar shingles (R*R clears) at approx. 5" to-the-weather. Shingles to be factory WINDOW SCHEDULE dipped In stain color selected by owner. / Provide 4" vinyl siding on front to match exist. first floor. WIND. # WINDOW UNIT R.O. REMARKS G. EXTERIOR TRIM: Install Azek PVC exterior trim in accordance with drawings, and to match DH244G doub. hunq 28 x 54 Andersen 200 series Tilt-Wash - qnty. 3 existing house as near as possible. 2 2- DH244G factory mulled 5G x 54 Andersen 200 series Tilt-Wash nt . 2 3 DH243G doub. hune 28 x 42 Andersen 200 Series Tlt-Wash - c1nty. 1 7. ROOFING: Install 30 year Certainteed Woodscape asphalt roofing shingles in color to match house. Install 3 ft. band of W.R Grace "ice * water shield" at all eave areas. "Storm nail' new shingles. 8. INTERIOR TRIM: Install pre-primed interior wood trim to match existing house as near as possible. 9. FLOORING: Install seamless vinyl flooring in Bath, Laundry closet, and,part of Great Rm. Install carpeting NOTICE TO BIDDERS: in remainder of Great Km and Bedroom (including closets). Carry an allowance of $ 1 500 for flooring. Please Quote the following ALTERNATES Separately: 10. WOOD TRUSSES: General contractor to submit stamped copy of wood truss design.and layout to architect ALTERNATE #I : Upgrade existing electrical service from 100 to 200 amps. before wood roof trusses are ordered and delivered. ALTERNATE #2: Install Stephenson Standard cupola model 30-C as shown on 1 1 . PLASTER: New wall and ceiling surfaces to be 112" blueboard w/ skimcoat plaster. East elevation, sht. A-G . 12. PAINTING: Paint all new $ remodelled surfaces with one coat primer, and two finish coats. Interior colors as selected by owner. 13. PATCHING: All existing areas effected or damaged by the .work shall be patched/repaired smooth and flush to meet adjacent surfaces. 14. BLOCKING: Provide necessary wall blocking In new stair wall to accomdate chair lift., 15. Vent existing first floor bath fan to the exterior. ED AHC,q. C?5 y S. G pR'yij U�. .30638 cn BOSTON, MASS. N OF MPS�,,� LARRY GORDON ARCHITECTURAL DESIGN Roberts Residence REV. DATE: 7_ 1 4_09 Centerville, MA 02G32 505-790- 124G 107 Prince Hinckley Rd., GenterVil a SCHED.S - SPECS rev. date: SCALE: A40 _J A. i. r T ® ©® O CEILING LIGHT o-% o WALL LIGHT +G. BATHFAN w/ UGHT FLUOR. CLOS. CLG. LT. i \ GREAT ROOM // ® DUPLEX OUTLET \ / (D TELEPHONE JACK / / © CABLE OUTLET / \ , Cc5 WALL SWITCH Q ®T ® �S� C QS 5MOKE DETECTOR ( Ex15ting Attic ) Q QD 42" CLG. FAN w/ LIGHT — � — — — — — — — - - dn. 4' WAD CIoS (separate wall controls for fan and Iight) Y o (D / =c- -M J s BATH f 7 / BEDROOM linen CID ED YF v C105 T ® © ® © � � ��-�.:�:_�. ...a::,•� ...3x,..�� -s .,�...;,e -..'�"' 3^.;�c'rxr.,;..�._..,..,.,;.:. �-;i 2;�:`�..a 5�"r`,��., r.. 'x..a?� . �� SS• v sC Roberts Residence DATE: LARRY GORDON ARCHITECTURAL DESIGN REV-: 7- 14-09 Centerville, MA 02G32 508-790- 124G 107 Prince Hinckley Rd., Centervil a 2nd. FLR. ELEC. PLAN rev. date: SCALE: n_ Eml 1 4 -1 0 27+-7" frame dimens. (verify in field) 2x 10 rim Joist, typ. exist. (2) 2x4 top plate typ. 2x 10 @ I G", typ. (sister w/ exist. 2xG Jsts.) miv exist. (2) 2x4 top m plate, typ. 3/4" CDX subfloor, (2 !4 94 VL (glue and nail) typ F (2) 2x 10 CL bearing wall - 2x 10 rim Joist, typ. aL—1 - + 01 N 37" Ir. exist. (2) 2x4 top plate, typ. L (2) 2x I 14 x 94 LVL (appr. 7' span - _� 0 2x 10 @ I G", typ. (sister w/ exist. 2xG Jsts.) 2x 10 wind bracing @ 48" O.C. flush la into rim oist w/ 2 rows _ 9 J + - L - 2 lags @ 12 O.C.) i� o to N O p La 14 1 s � a ?f �� (2) 2x I G�p,�d s. 9cy� Co N c� 3 7 2x 10 rim Joist, typ. OF i�rtPs`' ® a LARRY GORDON ARCHITECTURAL DE Roberts Residence SIGN A 2nd. Fir. FLOOR FRAMING REv DATE: 7- 14-9 Centerville, MA 02G32 508-790- 1 24G 107 Prince Hinckley Rd., Centervii a rev. date: SCALE: SMI 1 4"=1 Y_On ti A. A-8 Simpson H524 hurricane tie ea. truss, typ. \ / hip line, typ. \ / wood truss @ 24" O.C., typ. \ / (2) 2x4 top plate, typ. \\ edge li �2 Ll 10 R O \ N / \ / \- \ 5/5" ZIP plywcl. sheathin9� typ. / \ 2x4 @ 45" wind bracing, typ. AkI jE I I 1 1 C`e N. / \ Alp , ® c 2`�' 0 . � 101 Ace A-8 27-T fram.dim. (verify in field) FgLTH OV ®®0e®®a LARRY GORDON ARCHITECTURAL DESIGN Roberts Residence REV-: DATE: 7— � 4_09 107 Prince Hinckley Rd. Centervil a ROOF FRAMING PLAN rev. date. SALE: �_ , SM2 Centerville, MA 02632 508 790 1246 y : 1 4 -1 -0 � � � o1� 3 �D7� $ 1 SMOKE DETECTORS REVIEWED _ — - 4B UILDING DEPT, DATE ' ctl l OI U FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING Front Entry DEN,, BEDROOM LIVING LU HALL — — — CL bearing wall �a�k Clos. dn. !-- NEE= - Cios. BATH G KITCHEN 1 -4. �acve - I t MASTER B/R ARCh�v GORaT� BATH -44 c NO.30638 !a o OS p — — — — — — — — — — — — — — — — M • ,�O � Sc�P+o gU}10F LARRY GORDON ARCHITECTURAL DESIGN Roberts Residence �o aSe' REV.. DATE: 7— 4—Og 107 Prince Hinckley Rd. Centervil . PART. FIRST FLOOR rev. date: SCALE: _ 1 Centerville, MA 02G32 505-790 1 24G 1 4"=1 ' 0" :Y A/-5 vi _ Front Entry I - DEN • - I BEDROOM _ w I° J . • Iu d9 I L "exist. b5mt. Stair HALL s ,. new wall (relocated appr. C�n �, C105. _N north 3"' from xi5t. wall) dn. X CI05Y I ` cD KITCHEN BATH new Stair to Second floor exist. "'wet wall , (see Stair Section 5ht. A-9) i. (pipe chase for up5tair5). oak railln g * newel po5t . _ MASTER B/R _ .® w/ white balusters 0 . � . � 0 cn � p s 4 c� NO:30638 cn nding + o Bo T N � m 2 A J e . N. OF ewer` 27-T addition fram.dim. (verify in field) ' LARRY GORDON ARCHITECTURAL DESIGN Roberts Residence C<5 �� REV. DATE: 7_ 14-09 107. Prince Hinckley Rd. Genteruil e . FIRST FLOOR -rev. date SCALE: "_ ,, AM4 \ Centerville, MA 02G32 508-790- 1. 246 Y 1 4 -1 0 �C\ 0 ' �e Q�'�`i c e 0 107 'Prince W okcicle . Sasel,,me-4 _;; IFM - OOH- O .. 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