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HomeMy WebLinkAbout0063 HARVEY AVENUE 11#1•972 Vey Li*ti 4&;---/ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,_, Map Parcel 3 i g Ot .Application,#- "'1 ` I Health Division `7 Date Issued V 0 ') 1d e 0 Conservation Division ;Application:Fee :56 Planning Dept. :_ ,:Permit Fee Date Definitive Plan Approved by Planning Board Historic -;OKH. Preservation/ Hyannis , Project Street Address (y3 CHAR-de-'' Ave- Village 714.t1,,,JA, (mac Owner 2.9L L.e P Address 9Z S At/ts I b�- Telephone ( � 3 33 3 Permit Request To raFF (, i2 C—" lS'6' (o 'C4" .cbnnrA, St2ir 45 1Too >o•jT> C�'�• Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater,Overlay 0, Project Valuatio ' 4_ Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(# units) Age of Existing Structure K Historic House: ®Yes ❑ No On Old King's Highway: Yes ❑ No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other ,v Basement Finished Area (sq.ft.) 4. A . Basement Unfinished Area (sq.ft) Di c-) Number of Baths: Full: existing .4 new Half: existing Z new-4 ► r v, cc Number of Bedrooms: 3 existing _new x Total Room Count (not including baths): existing new First Floor Roo Count 1 co -Y Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑Other co co cn rn Central Air: ❑Yes .No Fireplaces: Existing t New Existing wood/c al stove: ❑Yes X No Detached garage:'existing 0 new size_Pool: ❑ existing ❑ new size Barn: 0 existing ❑ new size_ Attached garage: ❑existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 Commercial 0 Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ;ffName `.v4``` Art .�` Telephone Number J4 w - 'Address 2c4 AL k' License # c4(<, 21—) 1/ 'S&3P5 AM- Oa, Home Improvement Contractor# I l3 Q85' Worker's Compensation # 9'43 0 b'-f i- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - 1 k7,9-$rvrc ffrA?w.--0 SIGNATURE `(� DATE q/ /-23 i l • . •4 FOR OFFICIAL USE ONLY L - APPLICATION# DATE ISSUED 1 MAP/PARCEL NO. , 4 \ r 1 W.. ADDRESS • VILLAGE fc OWNER . 1 1 ) � � DATE OF INSPECTION: t ,1 FOUNDATION FRAME 0(c—. l —�j� O� �� t INSULATION FIREPLACE . I, ELECTRICAL: ROUGH ' FINAL PLUMBING: ROUGH FINAL I GAS: ROUGH FINAL 7 FINAL BUILDING 2 . 3 DATE CLOSED OUT '� ASSOCIATION PLAN NO. •%' ' f FROM :FREIGHTMOUERS INCORPORATED FAX NO. :17818434207 Oct. 03 2008 04:34PM P2 vA,ev` Cv a s c�5wv,„- o 1:42_ s b jems -- r_A-L) hiar b o or1Z . !"\ar th , ` p l.tGt-0v\ WI \ncaf tv1 ,kx Yv1cAers to c\ccc, itex t.e),:k.A-10%,‘ (1/5-k-44-Ls bi.A.Aivk'o) �r m-Ck %;IT f r` 6 ni-Q1 At>esti-kk_ ck►rvt \DVI;Z_ 40&Sck_C_\iki.64-±\-5 ► 9„vv‘A- 2_00 eo Li e. VPopp INC. „At: 75 Gardner Street;Hingham,MA 02043 781-875-1085;Fax: 781-875-1077;Cell: 781-264-7769;email:vpopp@vpoppinc.com STRUCTURAL, DESIGN, FORENSICS &INSPECTIONS Victor A. Popp, PE;MA License#41566 wwN.vpoppinc.corm ©2004 VPOPP Inc. COVER SHEET Engineering Report 63 Harvey Ave.; Barsnstable,MA Purpose of Report: VPOPP Inc. reviewed the pre-existing poured concrete slab foundation and proposed three season porch at the subject address. VPOPP Inc. performed design calculations to bring the proposed porch into general compliance with the WFCM 110 mph wind requirements. The previous slab was pre- existing, and the current is "same/same" only with significant improvements. The previous slab was reportedly 3" thick. The current slab is 400 psi mesh concrete, 10"thick at the perimeter, 8" thick in the field, with a 12 inch Sono-tube footing at the outer corner. Workmanship will need to conform to the MA Building Code 780CMR and the WFCM manual where appropriate. Criteria: Ground Snow Load: 30 psf Dead Loads: 15 psf(roof deck) Wind Load: 110 mph (WFCM) Results: Headers, rafter ties, sill anchors, and narrow wall sections are all specified herein. Attachments: 4 pages of calculations and sketches VICTOR A.POPP 4 . 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' - 'P-- . - of s c.C1--- 3 . 1m.m.•••••••••11m........ •-•1.,., -'*-AL ---- CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation FExtent of header(two braced wall segments) 'r Extent of header(one braced wall segment) I Top plate continuity is required per R602.3.2 sr1 Sheathing filler t if needed a 2' o 18' fi ishe. w. j 16d sinker nails Fasten sheathing to header with 8d common D = f nails 0.131"x 2-1/2" in 3"gridpattern as shown i in(0 2 rows"x 3-1/4") ( ) I a in 2 @ t and 3"o.c.in all framing(studs and sills)typ' ? 3"o.c.* SSrt' 4A- Ls-r4 I€ ? . 1,000 lb.header-to-jack-stud strap 1,000 lb.header- on both sides of opening to-jack-stud strap (install on backside as shown on Max. Side Elevation,Ref. No.LSTA24) on both sides of opening(Ref. height 10 Min.(2)2x4 typ. No.LSTA24) If panel splice is needed it shall Braced wall occur within 24"of mid-height. segment per Blocking is not required. R602.10.5 hi ts min. thickness wood Min.width based on 6:1 No.of structural panel height-to-width ratio: For jack studs sheathing example:16"min.for 8'height, per table 20"for 10'height,etc. R502.5(1&2) Min 2 x2 x3/16 plate washer ‘, - R t S- t3 .f0 Anchor bolt per R403.1.6 Typ. Foundation per code Not to scale 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. Note: This narrow wall bracing segment meets — — — the minimum requirements for wall bracing FIGURE 2 (racking loads in the plane of the wall). The building designer should determine what spe- EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) cific details are necessary to provide a complete load path for using this bracing in the structure. At corners,connect the two walls together as 16d nail at 12"o.c. outlined in this detail to r provide overturning restraint. Orientation of stud may vary H /I j/ Gypsum,when required, / installed in accordance _ , with IRC Chapter 7 amannimm u � 1=we:; "j" (' Wood structural panel u x t MCHANICAL .. .. - i., 444‘. ., At. 6IONAL s�>. J\ I 1/1-1-i4'.' Pe 0 e 7, E 09t 03 08 04: 19p victor popp 781 -875- 1077 p. 1 - t ' it, 0 VPopp Inc. A'h 75 Gardner Street;Hingham, MA 02043 781-875-1085; Fax: 781-875-1077; Cell: 781-264-7769; email: vpopp@vpoppinc.corn STRUCTURAL, DESIGN, FORENSICS & INSPECTIONS Victor A. Popp, PE; MA License #41566 www.vpoppinc.com • FACSIMILE TRANSMISSION FAX TO: :S.17r (-6 , k•-• P 7-, FAX Nos.: 79c) - 6 2-;0 FROM: Victor Popp, P.E. DATE: 7 NUMBER OF PAGES (Including Cover): MESSAGE: —10 AJ.Hoit1 fr /11 y (OA) CE:le. P _se ACCT --r-H Os to A.) —,T7L 6 3 i-cA \J-5 , C. , - g f ) 1 `77 — 4 17c3"K !p F ick k ".HE cA 0 c F ' r • t_. .11 < EMI3TS . AA c_o LCACc- CALi J cc / , r•-• s /,--) Oct 03 08 04: 20p victor pope 781 -875- 1077 p. 2 • .i - . . . _ vp 75 Gardner Street Hingham, MA 02043 ' 1 opp 1 (7811875-1085 www.vpoppinc.com I I ! Ii r I - - - \\--_, ii , I1/ i( e1aliN6LG-0, - 1 I .elt�r} RPQ� _EE fV.JQi wwaov I r , ,y D f7- . T1�" FF�p rt� DAL Z.Y6 c I ; j `- sn&ilio Tie v EA Q,02,__5 ( I 0 ! To 1STUJ fco( 143LE'., ( l ' �{4 Y.14 I b'o?Qc- ! I --ABLE! S soz_ ,s, / i ' _ i I - � C A 1 i I 1- I 11 I Mf 1 R w A U-�-,5 r_ e_f I Worzs I trN A SE i- fT it t-f-I _�4PLACc.S ) Ii ! k<I I t_1._ I I iN ANUH12s 1—ti'(8 SCE � E a T'4.:1cl° rd I! ' I i ! .IR!I aI j( 1 I l 5 F a1 L. S2PCvI k�/ - _ PAf1 i10/ 'f 'f - I 101, CSF� NTI i � 3 'odR - iNa du�� , I i _ I i ;I i I l i I l n r1i ` Cr,PE____ IB .'DJ '' I I j I ! I l I i I I I i I I I j i I ! `I , j 1 > II i I 1 ! I ' T, R !t� I E I` ' `'ICEAdl u, J. -i IPt� !-SI i"' vJ �LI Ell c• o i ; 3 �, � O t�1 2 k 4 ! _ � I � ! fin/ C � STtl &3:! ?(.A C c..:--) ; • ' . . _AL :' 't ! 'a . 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MA i i71 P e of �+}EE -r tpE_v, B ) i Re VI IS6,0; V age /0-3°.0(F i / e +Ti I I j I I I LrTh. r 09/15/2008 05:09 5084770502 • MARTIN CONTRACTING C�`- PAGE 03/04 ,' 09/'0.6/2000B 13:54 6177702020 PAGE 02Ir04" , , ' S).-.•""..- , pT rpk, .Town of Barnstable * 'ermitl 'Expires6nrvro+'hs from itri da ti , .r as:,- "qr • Regulatory Services Fee © .— wVia . _ '•fir ; Thorrtas F.Geller,Directer • ® P � r A`"c Building Division . \b Torn Perry,CBa, l3t�ilding Camrrzfs,Si.Rner SEP 200� 0 Main Stract,Hyannis,MA 02601 ®� 0/ . xo . w><vvr,tryum.barnstablE+,tna,us TOWN OF BARNST BL Pax! $oQ 790-5z3o Office: 508-867-�036 EXPRESS PERM' , A.P!TIC,A,TXON - RtSIDENTxA.T ONLY �g m©t Valid rviellt,at Add briptt,ott Maplpa.rcel Number„3, I I -de Property Address__ 3_ 2-Verr E ,.— � -- _�" RcSidonti.a), Value of Wort ;)• 7d 0. 66 ,"^ M.illitriunm fee of$25,00 for work u.nder 56000,0f) •�A.,i 0 .1a44.01?Cit-d.-40-0-cr—~e.---, _ ��� . , Owner's Natne r&.AddreSB _ '94.- 4•1' 03 Contractor's Name -*`ti t 'i'-417 _ ""- �, Tele one Number_, e. 3C' `°A-2 KIornc Improvement Cootratctor Lieensc#(if applicable) - -- -^ -- Wor'kmsn's Compensation Insysanoe. Check one: I am a solo proprietor --4' 1 am the J-icrneo'Aner /l �r / Al I have Worker's Compt:nsatiou Insttrance ,7 -'-- G > 'vlbr `? ---'.i KI W -'• Lark .ea k C-, Insurance Company Name ' Worktnan's Comp.Policy# ✓�LG'r ORa� �Y' �,.,-.�..._... _ „Lie '' 'j 5- e Copy of Insurance Compliance Certificate must be on file. t • .91- &. - Permit Request(check box) ' .- ,cm-e,,, ,...--A,_ ,_.m72-) e-- - .Re-roof(ntripping old shingles) Al,!coonstruction debris will.be tt<.kcn"to,_. 11! $era_ .9 Sr . - EI R.c-roof(not stri,pp*n.*, Going over_ existing layers of roof) fl Ro-Ride U ReplAectn.en,t Window$1doorsISlidcrs.t,1 Valuo (maximl.im,44) 'Where required: l w nce of C}ds permit dots not extmpt complinnoe with ocher town department regulations,i.c..Historic,Conservation,etc. . r, *"r''N0te! • Property Owner must sin,Property Owner LeCtdr ofPa.rmIss10ta. A copy of the Home Improvement Contractors License is required. o STGNATCJktE Q:', tt.ls\PORrvfSlbuildtpgpermir form"\fi7Cr'RFSS.rlot Reviso020108 ( • 1: V of'THE rots Town of Barnstable ri�i S , r - Regulatory Services • • a+xxesTE, Thomas F. Ceder,Director *by pit' - Building Division Torn 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 i i I, ela-t^Q I •i(., /dm , as Owner of the subject property hereby authorize)/fir !/? ( nf7'acii 1..!)rYl�li1 [�, to act on my behalf o in all matters relative to work authorized by this building permit application for: la3 ,..,,,,,,A, irrlsfrchle._, /'11�Q. . . (Address of Job) &/-0-e._ �. Z, 9//E lab • Signature of Owner Date (?üro/L /om Print Name • • - . Af;Propezty,Owner is,applyitig.for.perrnit pleas:e..eo.rrmple.te the Homeowners License ::Exemption Form on the re;cers,e side. ,A,