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Home My WebLink About0063 WARREN STREET c�f (Ajoren e o e -"" .r�•,,.'�-�z< -.-....,...._.�-ti+�s�...._.--..-.-.^-...-�._,.�...,--z.,---.-_-..rr..�..t„tia.-.d. _�-�-�.,�----^.-._�... .......—.�--.�'r.,,--.� ..,_..�,,.,--?�,r._..-�.f•..�.,_,_,.__._�. � _ - �--.r+�^�.e._ .�.r.. _ ��'=�^*� ° TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # C� d 7 Health bivision _ Date Issued b l Conservation Division Application Fee4 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board f Historic OKH Preservation / Hyannis �V Project Street Address (A P, et,1 sn Village �SXV��IQ. ir�� 026s - .Address CAS_ E gal fD1 C Q)T"[ &T. Telephone G L-) .3C Z$ 9) 7 - (12 O 99 O 1 j-V&n.Xt- Old A 4 cP6rm1 Request l �1<3�4 `►' 1 �-4�- rQo ,� S(� l p� iv��c;�a In`�w vi Cd OOrs. Z)� 11S�- Cov'. xy 6Y\ et-. goon, ®v► 3 -door . T-p�Q�kAk', �AAM_% r)� .►�' Qlnor: Y"xoV �,✓cL "�f U . Square feet: 1 st floor: existing p roposed �S'b Znd floor: existing Qe��roposed O�Total new � - Zoning District Flood Plain Groundwater Overlay cP_roject-Val"uatioY- c�0— Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq. --+ ,: ., y Number of Baths: Full: existing new Half: existing new Q) o N) -'"Number of Bedrooms: existing —new aMzj Total Room Count (not including baths): existing new First Floor Room Cound Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other W Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: C*Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OW-HOMEOWNER) j fLl" �U�l G�1 Telephone Num� berg Co I �n td Names 03 �Ad&ess 46 S G t®) NDTI ',l - License# mtk M_qG 1 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE IIDTATE===:�A" :�M.jj FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED ` MAP/PARCEL NO. -. I ADDRESS ' VILLAGE -OWNER t ! i s DATE OF INSPECTION: (;.` -FOUNDATION ,,-,-. FRAME , i INSULATION f FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ,',GAS: ROUGH . FINAL fFINAL'BUILDING-. } DATE CLOSED OUT _ i ASSOCIATION PLAN NO. • L 1 . a . , The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly 3IIle,(Business/Organization/Individual): li C I City/S_tate/Zip:. `2,GY Phone #: Are you an employer?Check the appropriate box: [2. ❑ I am a employer with 4. 0 I am a general contractor and IType of project(required): employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction ❑ I am a sole proprietor or partner- listed on the attached sheet. 7.-,2�Remodeling ship and have no employees These sub-contractors have g• 0 Demolition working for me in any capacity, employees and have workers' [No workers' comp, insurance comp, insurance.# 9. ❑Building addition equired.] 5. We are a corporation and its 10.0 Electrical repairs or additions l: ➢ I C am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required.] t C. 152, §1(4),and we have no 12.0 Roof repairs employees. [No workers' 13.0 Other comp, insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractor;must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er the pa' nd penalties of perjury that the information provided above is true and correct Si atur Phone (p — �o - C 3 0 /� ,� _ b Z'Z— E only. Do not write in this area,to be completed by city or town official n: Permit/License# hority(circle one): Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: r � rw 'Town of Barnstable Q4 �w. Reg-Qrata*ry Services • r Thomas F. Ga&r,Director t6SD�- •��' .��► - 4 Building Mvision Tom Perry, Building Commissioner _ . 2DO Main-Strcct; Ryan.,,MA 02601 RWw.town-barnstable-mtz-us _ office: 508-862-403 8 Fax: 509-790-623 0 HOME0WNERLIMIsR EXZ;MZPTTON Pletst Print DATE number strxt vill a �RxoMEowxlR^:— a L-6 S1 y qy) G I�- q 6�-362� �1 M- 6 L`1 6 I o b3gti name bomephone# phone# (917-�ZZ--IgZq RR 7SL1�fAILING_L+DDRESS: - n� (_ UCAMT7 ST NCwTOM bD-4 61 state, nP code The ctnrtmt cxLruption for"homeownto s"was ended to include owner-ociad dweIlines of Siz twits or Icss and to allow homeowners to engage an individual for hire who does not possess a license,provided that tllc ownta acts as stivcrvisor. DEMMON of HONMOWNIM Persons)who owns a parcel of land on which hehhe resides or intends to resi.de, on which there is, or is intended to- be, a one or two-family dwelling, atfar_hcd or ddached strnctt -es accessory to such use and/or farm strncha-os. A person whD const-4cts more than ant home in a two-year period shall not be considtxed a homeowner. Such "homeownee'shall submit to the Building Official on.a.form acceptable to the,Building Official, rk ucr Bding that belshc shall be responsible for all such wofonned under the building permit (Section 109.1.1) The umdetaigncd"homrowncr"assumes responsibility for corrupIiance with the State Building Code and other applicable eodrs, bylaws,rules and regulations. The umdcrsigned"homeowner"certffics th4he/she understands the Town of Bamstable Building Depntmmt rra„t,,,t,r„inspection p s and rrz*Trr,,,cnt3 and that hc/sbe will cospIy with said procedures and -cquiramc gna6=Df-14 omcowncr gpravai ofBuiiding DScial Dots: Three-family dwellings containing 35,ODO cubic feet or larger will be required to comply with the t-atc Building Code Section 127.0 Contraction Control. HOMMOW Uals EXEMMbx .The Code sbLtrs that: "flay homeowaQ paToMming work for which a bmId ng perait is rrquired shaD be exempt fT=the provisions chic section(Section 1D9.1.1 -I.icarsifig of acTs,,ma6cn Supmjsors),provided that if the homeowner engages a pesrm(s)for hbs to de such ak, that such Homeowma shall act as supmvisor.^ Nv my hamcowncs who use this ex=pti®are unaware that they arc assuming the respx' mbilities of a supuvisor(see Appendix Q, )cs&krgblations fvr.ij--sing Camttruaion Supervisors,Seetioa 2.15) This lack of awarar—bftm results in serious probluas,particularly m the homeowna hir=unlicensed primes_ In.this rase,our Board eaannt proceed against the unlieemscd p=cn as it arould with i lictn2d —I isw- Tba homeowner acting's Supervisor is ultimately rrspminb)a To czzstrrs that the htrmeawrrcr is fully ewrffe of hislhcr-"PD nbrli6=,marry com m=itirs requar,as part of the permit appbratien, the homcot�mc crstify tbal.be/she undastends the reapums�btlitirs of n Svpavisor. On the last page of this issue is a form currently used by .ral towma. You may can t amend and adopt such a fomji=nificatiom for use in your catramnity. .-riU:hom=MT?t l �IIWE Town of Barnstable Regulatory Services t R�RMT�RT� F . Huss �, Thomas F. Geiler,Director + Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 509-790-6230 a Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject prop hereby authorize to act my behal� in all matters relative to work authorized b this building permit (Address of Job) Pool fences and alarms are the re onsib' 'ty of the applicant. Pools are not to be filled before fence is ' stalled an pools are not to be utilized until all final inspection are performe and accepted. R Signature of Owner Signature of Applic Print Name Print Name Date QYORMS:OWNERPERMLSSIONPOOLS SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A. S' ature Item 4 if Restricted Delivery is desired. ❑ gent I ■ Print your name and address on the reverse X ddressee. I so that we can return the card to you. B. ceiv 1nri a Name) C. D e o Delivery I ■ Attach:this card to the back of the mailpiece, /0 . �N C s . I I or on the front if space permits. .'ls delivery address di ferent from.item 1 T 0 Yes 1. Article Addressed to: _ If YES enter delivery address Below: ❑No 12013 - s h • A Q 2 T 3. Service Type p... ❑Certified Mail O Express Mail . ' 0 Registered ❑Return Receipt for Merchandise ,, i• ❑Insured Mail 0 C.O.D. j 4. Restricted Delivery?(Extra Fee) -❑Yes 2. Article Number, f, . (Transfer from service labe 7 0:12i i],0],0 0 0 0 0 2`8 4 3 7 5 W PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail I Postage&Fees Paid USPS I Permit No.G-10 I � •sender' Please print your name, address,.and ZIP+4 in this box • I I i TOWN OF 8MMSTA131.13 BUILDING DI'VIStOIY MAIN • MA 1 U.S. Postal Service-r., IGERTIFIED MAIL. RECEIPT (domestic Mail Only;No Insurance Coverage Provided) For delivery infoimatton visit our website at www.usps.come e -• (Zostage � . Certified Fee C3 Return Receipt Fee W4 6 PS Form 3800,August 2006 See Reverse for Instructions Certified Mail Provides: ■ A mailing receipt r� ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for twd years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to Provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3600,August 2006(Reverse)PSN 7530-02-000-9047 P��lo== R.rTOWN OF BARNSTABLE BUILDING PERMITAPPLICATION 1�"' Map rM �. � Parcel Application # Health Division Date Issued �� !L Conservation Division Application Fee 5 Planning Dept. . Permit Fee 5� Date Definitive Plan Approved by Planning Board U Historic - OKH Preservation/Hyannis Project Street Address C 3 LAJnn-n-Cti S Village 'D S(C-rZ y L L C Owner '.T-� y S��G Address 6.5 C-IJY>>CO 1 T S Telephone AJ C UJ . Ong MWI G Z G Permit Request _ V)00 ( i t 0,y- C7 e n,7 0 C c CJh S i 140,j S C-- l-t N k Y<CA f Y 1n 1 Square feet: Ist floor: existing J03 biroposed2_1 35 2nd floor: existing proposed (e43 Total new da 0 Zoning District Flood Plain Groundwater Overlay Project Valuation 3W•,00 a Construction Type W 000 Lot Size O. 2-1 - Grandfathered: .&Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family a Two Family ❑ Multi-Family (# units) Age of Existing Structure 0 Historic House: ❑Yes UiL-No On Old King's Highway: ❑Yes WNo Y` Basement Type: Wull ❑Crawl Uar-Walkout ❑Other Basement Finished Areas .ft. Basement Unfinished Areas .ftO Number of Baths: Full: existing new 3 Half: existing new %-,4/ Number of Bedrooms: �? existing 3-new Q Total Room Count (not including baths): existing new First Floor Room Count Z Heat Type and Fuel: ZLGas ❑Oil ❑ Electric ❑Other Central Air: aYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes CXNo Detached garage: ®existing G�_new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attahed garage: ❑ existing Janew size _Shed: ❑ existing ❑ new size _ Other: Zdiing Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use A _ APPLICANT INFORMATION W (BUILDER OR HOMEOWNER) Name CCwx0C- CNt/&J 1r3 f4 L� Telephone Number Address 1S (7/Y)Q2 PIU/TL- `-7 License #____z;S - NHS I��Ce 0�6'�{� Home Improvement Contractor# Worker's Compensation # =' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q) SIGNATURE DATE 03 Z� (� FOR OFFICIAL USE ONLY APPLICATION# -941- DATE ISSUED r T MAP/PARCEL N0. ADDRESS VILLAGE OWNER F' DATE OF INSPECTION: + FOUNDATION r r. / rNF,frlllxz Zi/S�EcTI I _ J�fiP/I c coc- 15/1-/�f l*41G FRAME � j. INSULATION T FIREPLACE r- ti ELECTRICAL: ROUGH FINAL TPLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OU.T j ASSOCIATION"PLAN NO. .. i %I The Commonwealth of Massachusetts Department of Industrial Accidents Ogee of Investigations 600 Washington Street Boston,MA 02111 wwwJtws.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EI please Print m er Applicant Information ibly Name(Business/Organization/Individual): /oe%UIC)' �'� ter/r� sr r L L�- Address: 153 Coffwle YG 1 Cc�t City/State/Zip: 1174Sh�-ee AA- D2LP49 Phone Agreou an employer?Check theppropriate.box: Type of project(required): 1. I am a employer with 2 4. ❑ I am a general contractor and I 6 (�New construction employees(full and/or part-time).* have hired the sub-contractors ❑Remodeling 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet.t ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers' comp. insurance 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their i ht of exemption per MGL 11:❑Plumbing repairs or additions r 3.❑ 1 am a homeowner doing all work 1 myself. [No workers g 152,§ (4),and we have comp. no 12.❑Roof repairs insurance required.]t employees.(No workers' 13.❑Other comp.insurance required.] •Any applicant that checks box#1 must also fill out the section below showing thew workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workeri'compensation Insurance for my employees. Below Is the pollcy and job site information. n I^^ P Insurance Company Name: /T{�rA � Li�� Policy#or Self-ins.Lie.#: C Ph 15M b 0 S7)F31.2 Expiration Date: 3��/ )� Job Site Address: ✓ W City/State/Zip: Vil b� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as.well as civil penalties in the form of a STOP WORK ORDER and a in of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certio un er the pains and penalties of perjury that.the Information provided above Is true and correct. _ Si nature: Date: Phone# 5 4E5) -f 7-7 —88-7 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: 1 Client#:51439 CAPEENT ACORD. CERTIFICATE OF LIABILITY INSURANCE 1 D 04/16/DDrI Oa/1 s/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER kWIT Linda Taddia Rogers&Gray Ins. Kingston PHONNo ;508.746-3311 Ne;877-816-2156 63 Smiths Lane e�L s: Itaddla(d�rogersgray.com Kingston, 02364-3700 INSURER 8 AFFORDING COVERAGE NAIL s 508 746-0055 INSURER A:Arbella Protection Co 17000 INSURED INSURER B Capewide Enterprises LLC J.P.Macomber&Sons INSURER C: PO Box 763 INSURER D: Centerville,MA 02632 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER, REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT TYPE OF INSURANCE ADDL SUBF POLICY NUMBER Oro Y EFF POLIO EXP LIMITS D A GENERALLIABILITY CPPOSOOOS0813 4/30/2012 04130/2013 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES eEoeNartOenee s250000 CLAIMS MADE OR OCCUR MED EXP(Any onePerson) $5 000 PERSONAL&ADV INJURY $1 00O 000 GENERAL AGGREGATE s2,000,000 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGO s2,000,000 POLICY PECTRO- LOC $ A Aur0M0eILE LIABILITY 58944400004 4/20/2012 04/20/201 CO BBINEn SINGLE LIMIT 1,000 000 ANY AUTO BODILY INJURY(Per pemon) $ ALL OWNED rU-1 SCHEDULED BODILY INJURY(Par accident) $ AUTOS AUTOS $ IxHIREDAUTOS X OON SWNED PROPERTY er PEROPERT DAMAGE $ A X UMBRELLA UAB OCCUR 4600050814 4/30/2012 0413012013 EACH OCCURRENCE $5 000 000 EXCESS LIAR HCLAMS4AADE AGGREGATE $5 000 000 DED I X1 RETENTIONs10000 S A WORKERS COMPENSATION 0054370411 4/14/2012 04/14/201 wC STATU- OTH- AND EMPLOYES'LIABILITY ANY PROPRIETOPoPARTNEWEXECUTIVE YIN E.L.EACH ACCIDENT $50O 000 0 CEWMEMBER EXCLUDRES a NIA (Mandatory Inr" NO EXCLUSIONS EL.DISEASE-EAEMPLOYEE $500000 If yya DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks schedule,It more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE m 198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S80369/M80368 CJF .� dumeA License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR Office'of Consumer Affairs and Business Regulation egistration: 143358 Type: Ltd Liability Cor c: 10 Park Plaza-Suite 5170 xpiration: •74/00`I4 y p . Boston,MA 02116 lug, CAPEWIDE ENTERP.. .i..�;S L;L C; RICHARD CAPEN 4507 R RTE 28 COTUIT, MA 02635 Undersecretary Not valid withou gnature 1 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Unrestricted-Buildings of any tise group which (unoruction Super%i.ur contain less than 35;000 cubic-feet(991,M)Of License: CS-MZ73 R enclosed space. t:r� ttRARD- C1�lE'EN. . 122 V1i1 l4EAi ,.s and lJ1T l Qc Q263 Failure to possess a current edition of the Massachusetts Expiration State Building Code is cause for revocation of this license. Commissioner 11/27/2013 For DIPS Ucensina information visit: www.Mess.Gov/DPS I Fawn o.f Barnstable Regulatory 5er ces BARNSiABLE. ' Thomas F..Geller,Director MASS. Building DIVISlon Tom.Perry, Building Convnissioner 200 Main Street, Hyannis,.-MA 02601 T*-w-town.barnstable.ma.us Office: 508-862-403.8 Fax:, 50'S-790-6230 Property Owner-Must Complete and SignThis Section If Using A.Bu lder I j Y g as Omer of the subject property A a K. Sin. h hereby . Capewide Enterprises, LLC to act on my behalf, in.0, matters:relative to work authorized.bytEs bu&ding permit application for: 63 Warren Street, Osterville, MA 02655 (Address of Job) 3/22/13' Sicgnatuze.of.'Owner Date Ajay K. Singh - Print Name q;FORMS:OWNU FERMISS iCN L PROJECT NAME: �c+� ADDRESS: (-e�j Gl✓Y er, 5� PERMIT# l 3 6PERMIT DATE: M1P: 1 l LARGE ROLLED PLANS ARE IN: BOX SLOT D Data entered in MAPS program on: 75 BY: q/wpfiles/forms/archive Y�4 1 CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1926 1875 Route 28•Centerville, MA 02632-3117 508-790-2375 x1 • FAX: 508-790-2385 John M.Farrington,Chief Martin O'L. MacNeely,Fire Prevention Officer Craig E.Whiteley,Deputy Chief Francis M. Pulsifer, Fire Prevention Officer May 1, 2007 Mr. Thomas Perry Town of Barnstable- Building Commissioner 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: Pursuant to MGL Chapter 148 Section 28A I am making you aware of and p � g request your interpretation of three suspected un-permitted apartments with egress issues at: 63 Warren Street Osterville, MA During a recent inspection at this address, I observed three separate living quarters each with kitchens, baths and bedrooms. The property is listed as a single- family residence and the second floor and basement apartments do not have secondary means of egress from the living quarters. Please feel free to call me with any questions relative to this situation at 508-790- 2375. Thank you for your attention to this issue. Sincerely, C Francis M. Pulsifert -` . Fire Prevention Officer w O rr Cc: R. Giangre'gorio- Zoning Department "Commitment to Our Community" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 69(P- r di App lica ioI 4 � U Health Division ��` ' Date Issued Conservation Division Application Fee Planning Dept. Permit Fee t Date Definitive Plan Approved by Planning Board F_ Historic - OKH Preservation / Hyannis Project Street Address Village(7,>4tfVI l Owner %o_ol an Address NIcot# Telephone 4 " Z Permit Request fMlSh. hc�e .�t I nr,, A;h ne)( C�dnlao 8MA Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District S' Flood Plain Groundwater Overlay Project Valuation I DQU Construction Type Lot Size e 2t� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Cd Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: R/Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing ) new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing (9- new First Floor Room Count Heat Type and Fuel: O'Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 3/existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes M No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) p Name Fi6aW &WIM%d?. 6n k �fOelephone Number Address 15S CDn11I' U License # l s—on r Home Improvement Contractor# Worker's Compensation # 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE T DATE r _ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. f ADDRESS VILLAGE OWNER ' k DATE OF INSPECTION: f; FOUNDATIONS FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL Fl s PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ,z DATE CLOSED OUT r ASSOCIATION PLAN NO. y Town. of BaraEtable Regulatory S61 of Y Thomas k Gesler, Director G ding I}zvision ' QED FM' CBc1 .Building cc)jam Esiont'r Thomas Perry, 02-60 f 200 Main Strcct,..�Fyanms,MA . Fax: 508-790-523C 0$ic�c 508=862-4Q38 Y PLkN Y' 1, � •76 �xrner SIN [r Mag/P Bu ildr-i- .'project Amass � �-� '• The faIIo win g �"mere noted on red5w- ing= a� Sv LLB— 70 Cd M P �� SEEM T- L ZFe-d by: Dam — �. .r• • ,tom The Commonwealth of Massachusetts Department of Industrial Accidents k9iOffice of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EI PleaseansiPlumbers Print Le ib.l Applicant Information Name(Business/organiza6on/Indrvtdual). Address: Phone# City/State/Zip: (� ro rate box: Type of project(required): Are ou an employer?Check the app P 4 a I am a general contractor and I 6. New construction 1.[�/ 1 am a employer with 30 have hired the sub-contractors ? ( Remodeling employees(full and/or part-time). listed on,the attached sheet._ 2.❑ I am a sole proprietor or partner- g El Demolition ` These sub-contractors have , addition ship and have no employees workers•comp,insurance. 9. (]Building working for me in any capacity. Electrical repairs or additions 5,'�] We are a corporation and its 10.❑ [No workers' comp.insurance officers have exercised their Plumbing repairs or additions required.] right of exemption per MGL 11:❑ 3.❑ 1 am a homeowner doing all work c. 152,§1(4),'and we have no ME]Roof repairs myself. [No workers' comp. employees.[No workers' 13.0 Other insurance required.]t comp.insurance required.] •Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy submit new information. t Homeowners who submit this affidavit indicating the am doing all work and then showing the name irthe tsidsub-contractors and their workers'compapolicy affidavit indicatinginformation. such. — tConuactors that check this box must attached an additionalob site I am an employer that Is providing workers'compensation insurance for my employees Below!s the policy and job information. Insurance Company Name: �71 Expiration Date: II J Policy#or Self-ins.Lic.#: I 1 t,y ILL I i1�l�x r �Y —City/State/Zip:�� '"t Job Site Address: l�") Vv number and expiration date) Attach a copy of the workers' compensation policy declaration page(showing the policyimposition of criminal penalties of a Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the p fine up to$1,500,00 and/or on imprisonment,as wall is copy penalties tatement may be forwarded toe form of a STOP the OfficeR afrrd a fine of up to$250.00 a day against the violator. Be advised that a c py Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the Information provided above is true and correct D te: Signature; Phone#: Official use only. Do not write In this area,to be completed by city or town official City or Town: Permit/License Issuing Authority(circle one): 1. Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6. Other ' ! ° Phone#: Contact Person: 4 i CERTIFICATE OF LIABILITY INSURANCE 4/ 2ATE 0;�°""""' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. I GUNIA PRODUCER NAME: Rogers&Gray Ins.-Kingston Branch PHGNE FA) AI No)-B77-816-2156 63 Smith Lane EE-1L Kingston MA 02364 INSURERS)AFFORDING COVERAGE NAIC q INSURER A;Arbelia Indemnity Insurance INSURED CAPEENT-01 INSURERID: Capewide Enterprises LLC INSURERC: J.P.Macomber&Sons INSURERD: 153 Commercial Street Mashpee MA 02649 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:1865828735 ' REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TR TYPE OF INSURANCE INSR VrQ POLICY NUMBER POLICY EFF M UCY EXP UMRS L A GENERAL LIABILITY 8500050813 V3=014 30/2015 EACH OCCURRENCE $1,000 000 -INVARGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occuaence) s250,000 CLAIMS-MADE X OCCUR I MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000 000 . I GENERAL AGGREGATE s1,000,000 GEN'L•AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000 000 I POLICY X PRO- El LOC $ A AUTOMOBILE LIABILITY 1020017539 10/2014 20/2015 a aaddent 000 000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) s AUTOS AUTOS NON-0WNED p�O�a DAMAGE s X HIRED AUTOS X AUTOS I $ A X UMBRELLA LIAB OCCUR 4600050814 i /30/2014 30/2015 EACH OCCURRENCE s5,000,000 EXCESS LU►B CLAIMS-MADE AGGREGATE s5,000,000 DED X I RETENTIONS 10 000 $ A WORKERS COMPENSATION D120510414 /14/2014 /14/2015 1X WC STATU- I OTH- AND EMPLOYERS'LIABILITY YIN EEL ANY PROPRIETOR/PARTNER/EXECUnVE EL EACH ACCIDENT $1 000,000 OFFICER/MEMBER EXCLUDED? NIA j (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1 000 000 If yyes describe under 0 AIPTION OF OPERATIONS below I EL DISEASE-POLICY LIMIT $1 000 000 Leased Rented Equip I LR Umtt $50.000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101.Additional Remurka Schedule.It more apace is required) I i j i CERTIFICATE HOLDER CANCELLATION I 'SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. i AUTHORRED REPRESENrATNE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 251(2010/05) The ACORD name and logo are registered marks of ACORD • I l License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation egistratlon: 143358 Type: 10 Park Plaza-Suite 5170 xpiration:.w=.;7/�1136.r Ltd Liability Corpor Boston,MA 01116 CAPE WIDE ENTERPtIS RICHARD CAPEN 4507 R RTE 28 COTUIT,MA 02635 Undersecretary of valid witho ignature Massachusetts -Depaftment of Public Safety. " Board of Building Regulations and Standards which Unrestricted-Buildings of any use grotty Construction Supervisor contain less than 35,000 cubic feet(99 Cni')of License: C$-089273�� enclosed gee RICHARDMCAO. N 122 WHITMAR gO Cottiit MA 02639- edition Expiration ' Failure to possess a current eon of the Massachusetts J, 1112T12015 State Building Code is cause for revocation of this tkense. Commissioner - For DPS Uceruln6lnformatlon vlstt: www.Mrss.Gov/DPS I WOV I L L V I't I Lt I IYI V. Utlt i I TOWN-OF BARNSTABLE. . o� Reg-ulatory Services .aoxi+sn� Thomas Y. Geiwrl X"o //pp��iT, 1� � Tom Perry, Building Commissioner 200 Main.Street, Hyannis,MA 02601 www.t o�a.b arnstable.ma,us I office: 508-862-4038 pax, 5G&790-6230 I roperty Owner Must Complete and Sign This Section if Using A Builder Z, Rltu $ingh ,as Ovrner of the subject proper�y herebyaut' brine Capewlde Enterprises to act ou rnybebalf, in all matters relative.to,work.auir�orzed,by rEL s-bi Ading permit sppLcation for: 63 Warren street, Osterville, MA 02655 (Address of Job) r 121h November 20''14' signature.of O ez Date RITU SINGH Pr;_at Name Ob. 164, 1 ' S� CggBON / D� I q p'' f�1 -------------SIB ETE-OTOR-S-R-E1/tE-WED- -3"� ° - BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGN ATURES ARE REQUIRED FOR P 7' 3 VJ A-RIZG DS-r��2V!l�C.0 /yl (3 llJ/tRR� LM q. TR „ Li I JZ C'p��°/ICr,�7 F/ram �i✓/? G2¢v� - L 12�0 5o IV TOWN . OF BARNSTABLE Building Department - Foundation' Permit Date 1 7 Permit # c' -00"7oagRg a Name 0,/�2 YE Location a 5 t ~ R-V.T'LLE* Insp. of Bldgs. sTI51 ok 03/.27/2013 17:00 FAX Q 001/001 TOWN ff6- 53 LARRY ?Au WN ELECT Town of Barnstable Building Department Hyannis, Ma 02601 To whom it may concern, Nstar has taken the electrical power out of the barn at 63 Warren St. . Osterville, Ma, So that the barn may be demolished. ` SG Sincerely, d Larry Brown OV Lic # 30708E Ro Box ill PHONE (508)221-7763 Centerville, Ma E-MAIL brownelecblcOcomcast.net 02632 3. 6 Capewide ENTERPRISES, LLC J.P. MACOMBER & SON• Since 1928 .153 Commercial Street Mashpee, MA 02649 March 27, 2013 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 ® C= Q Capewide Enterprises w ` 153 Commercial Street (n Mashpee, MA 02649 a 03 � � W RE: Garage, 63 Warren Street, Osterville co s cv UJ rn To whom it may concern: I'm writing in regards to the demolition of the detached garage currently at 63 Warren Street, Osterville. The garage does not have any plumbing or gas lines hooked up to it. If there are any , questions you can reach me at the office (508) 477-8877. Since - - Tom MacConnell , Master Plumber, MPL#9061• Phone: 508.477.8877 Fax: 508.477.4977 Rich@CapewideEnterprises.com Joao@CapewideEnterprises.com www.CapewideEnterprises.com � 1 � � a'� �Ql� rSd �� '��5 � o� 1�`� � ��S ', � �� S�� . �.�5 r AMNESTY, CONSTRUCTION OR NO i �REHENSIVE PERMIT AND j MAIN HOUSE AND APARTMENT AS i E: ESIDENTIAL ' DENTIAL MULTI-FAMILY (3 UNITS OR MORE TI-FAMILY (3 OR MORE ON DING PERMIT, GIVE TO TOM RE. .WHEN SIGNED, CALL TION, REQUEST CO FEE.- AFTER O FEE RECEIPT;ISSUE CO. �OR FOR REVIEW. WHEN �I Town of Barnstable unxsraeM Growth Management Department Barnstable Historical Commission www.town.bamstable.ma.usthistodcalcommission Jo Anne Miller Buntich,Director Marylou Fair,Administrative Assistant COMMISSION MEMBERS: Jessica Rapp Grassetti,Chair George Jessop,AIA,Vice Chair Marilyn Fifield,Clerk Nancy Clark Nancy Shoemaker Len Gobeil w Laurie Young C--a Ted Wurzburg,Alternate 0 Capewide Enterprises i w r- 153 Commercial Street v rr1 Mashpee,MA 02649 Linda Hutchenrider,Town Clerk 367 Main Street,Hyannis,MA 02601 J Thomas Perry,Building Commissioner 200 Main Street,Hyannis MA 02601 Re: INITIAL DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112- 1 through ss 112-7;an application for DEMOLITION of property as follows: 63 WARREN STREET,OSTERVILLE MAP PARCEL: 1391076 The Barnstable Historical Commission considered the above referenced application for partial demolition of the house at the above referenced location at their meeting April 16,2013. The applicant's representative,Joao Junqugina of Capewide Enterprises stated that the owner is proposing an addition and minimal demolition will be involved. They will be cutting an entranceway for access on both the first and second floors of the existing structure. The Commission reviewed the application and photographs and was in agreement that,the original house has been significantly altered over years and there remains little architectural significance. The:Commission-found=that=the-structure=was'not=significanfand=Voted_not_to-hold.a public hearing on the application based on this initial review of the historic and architectural character of the building. Present and voting not to hold a public hearing: Jessica Rapp Grassetti, Marilyn Fifield,Nancy Clark,Len Gobeil,Ted Wurzburg Absent: George Jessop,Nancy Shoemaker,Laurie Young 4sscer ely, 7 t S'C/Y71 °v✓`- S ica Rapp Grassetti,Ch irm n April 22,2013 I i 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-8624678(f)508-8624782 Loop Up Print Page 1 of 3 . Owner Information-Map/Block/Lot: 139/076/-Use Code: 1010 Owner Map/Block/Lot GIS MAPS 139/076/ SINGH,AJAY K& RITU Property Address Owner Name as of 1/1/12 65 ENDICOTT STREET 63 WARREN STREET NEWTON, MA. 02461 Co-Owner Name Village: Osterville V t4KC Town Sewer At Address: No ?•44�4�e— S rLc— . Assessed Values 2012 -Map/Block/Lot: 139/076/-Use Code: 1010 2012 Appraised Value 2012 Assessed Value Past Comparisons Building $ 100,400 $ 100,400 Year Total Assessed Value: Value Extra $26,500 $26,500 2011 - $ 838,500 Features: 2010 - $ 840,000 Outbuildings: $ 20,500 $20,500 2009 - $ 845,700 Land Value: $ 685,100 $ 685,100 2008 - $ 836,300 2007 - $ 860,060 2012 Totals $832,500 $832,500 2006 - $ 775,400 . Tax Information 2012 - Map/Block/Lot: 139/076/-Use Code: 1010 Taxes C.O.M.M. FD Tax $ (Residential) 1,190.48 Community Preservation Act $ 210.29 Tax Town Tax(Residential) 7,009.65 Fiscal Year 2012 TAX RATES HERE 8,410.42 . Sales History-Ma Block/Lot: 139/076/-Use Code: 1010 p History: Owner: Sale Date Book/Page: Sale Price: SINGH, MAY K&RITU 4/7/2011 25368/9 $400000 DIGITAL FEDERAL CREDIT UNION 12/29/2009 24267/312 $420000 CARYE, ROBERT J JR 5/23/2007 22047/16 $525000 CROSBY, PATRICIA TR ET AL 1/15/1992 7835/191 $1 CROSBY, CHESTER A JR 7 1/15/1992 7835/189 $250 http://www.town.bamstable.ma.us/Assessing/printl2.asp?searchparcel=139076 11/27/2012 Loop Up Print Page 2 of 3 CROSBY, CHESTER M-792 6/15/1989 6772/348 $0 CROSBY, CHESTER A ETAL TRS 10/15/1986 5379/258 $250 CHESTER A CROSBY CO INC 11/26/1963 1227/437 $0 CROSBY, IDA K 90P0593E $0 . Photos 139/076/-Use Code: 1010 i . Sketches-Map/Block/Lot: 139/076/-Use Code: 1010 77 f 91�.5c. t)g+h�7 I i Y i I 2& As Built Cards:Click card#to view: Card ##1 . Constructions Details-Map/Block/Lot: 139/076/-Use Code: 1010 Building Details Land Building value $ 100,400 Bedrooms 3 Bedrooms USE CODE 101C Total Improvements Value $133,833 Bathrooms 3 Full Lot Size (Acres) 0.24 Model Residential Total Rooms 6 Rooms Appraised Value $ 68f Style Cape Cod Heat Fuel Oil Assessed Value $ 68. Grade Average Heat Type Hot Water Year Built 1930 AC Type None Effective depreciation 25 Interior Floors HardwoodCarpet Stories 1 1/2 Stories Interior Walls Drywall Living Area sq/ft 1,355 Exterior Walls Wood Shingle Gross Area sq/ft 2,739 Roof Structure Gable/Hip http://www.town.bamstable.ma.us/Assessing/printl2.asp?searchparcel=139076 11/27/2012 Loop Up Print Page 3 of 3 Roof Cover Asph/F GIs/Cmp . Outbuildings&Extra Features- Map/Block/Lot: 139/076/-Use Code: 1010 I Code Description Units/SQ ft Appraised Value Assessed Value BMT Basement- 903 $ 16,400 $ 16,400 Unfinished FOP Open Porch-roof- 30 $ 1,300 $ 1,300 ceiling FPL2 Fireplace 1.5 stories 1 $ 3,200 $ 3,200 FGR2 Garage-Avg-Wd 3000 $20,500 $20,500 Shingle BFA Bsmt Fin-Avg- 500 $ 5,600 $ 5,600 Partitioned . Sketch Legend Property Sketch Legend B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished) TQS Three Quarters Story(Finish( BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility Area(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UTQ Three Quarters Story(Unfinis FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUS Full Upper 2nd Story(Unfinis) FHS Half Story(Finished) PRG Pergola WDK Wood Deck FOP Open or Screened in Porch PTO Patio http://www.town.bamstable.ma.us/Assessing/printl2.asp?searchparcel=139076 11/27/2012 Town of Barnstable Regulatory Services snxxsTns�. • „AS& Thomas F. Geiler,Director '�Fo;�,�►�� Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: .508-790-6230 November 27, 2012 Ajay K& Ritu Singh 65 Endicott Street Newton,MA 02461 Re: 63 Warren Street, Osterville Dear Mr. Singh: This notice is in reference to the garage at 63 Warren Street, Osterville Map 139 Parcel 076. This building is open to the weather and unsecured. According to 780 CMR section 121.2 this office is ordering this building to be made safe and secure. This must be accomplished by December 27, 2012. These openings must be secured by the standards set forth in 780 CMR section 121.7. Refusal to do so shall result in this Division securing this property and the necessary liens placed on the property to recoup the expenses incurred. Please contact this office at your earliest convieniece 508-862-4038. Respectfull Thomas Perry, CBO Building Commissioner Town of Barnstable BARNS AF3LE Growth Management Department T O\,U N. v L F R K\ Barnstable Historical Commission www.town.bamstable.ma.us/histodcalcommission '13 APR 11 A10 :54 -� NOTICE OF INTENT TO DEMOLISH OR MOVE A HISTORIC BUILDING Date of Application J Building Address: (9 3 W C(/W& ) aYe—et Number Street ` - f�<�ffXVl ) I�P 2 tp�55 Assessor's Map# Assessors Parcel# Village ZIP Property Owner: C!z 12 Z —1 2 Name Phon Property Owner Mailing Address(if different than building address) Property Owner e-mail.address: Contractor/Agent: C� LW Contractor/Agent Mailing Address: Contractor/Agent Contact Name and Phone#: chco — 07 Name hone# Contractor/Agent Contact e-mail address: Existing Building Material: LDo0 Type of New Construction Proposed: _ o n n C c l d mho i n 2 6 5M 1 n E b M Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 Year built: / 9�3� Additions Year Built: / Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No Yes Is the Building associated.with one or more historic persons or events, or with the broad architectural, cultural, political, economic or social history of the Town or the Commonwealth? Is the Building historically or architecturally important in.terms of period, style, method of building construction, or association with a famous architect or builder either by itself or in the context of a group of buildings? December 2011 Page 1 of 1 Loma, Paul From: Grossman, Michael [mgrossman@commfiredistrict.com] Sent: Monday, March 04, 2013 3:58 PM To: Perry, Tom Cc: Farrington, John (Chief COMM Fire); MacNeely, Martin; Roma, Paul Subject: 63 Warren St. Hi Tom, I drove by 63 Warren St. today and observed the building wide open with no obvious attempt to secure it. Please see the attached photos. Can this building be identified as unsafe and labeled appropriately in accordance with 527 CMR 10.13 (7)and 780 CMR? Please let me know if you have any problems opening the attachments. Mike Michael G. Grossman, Fire Prevention Officer Centerville-Osterville-Marstons Mills Dept. of fire-Rescue& Emergency Services (508)790-2375 ext. 1/Fax: (508)790-2385 3/6/2013 of Town of Barnstable Regulatory Services BAMWAMASS `'E ' Thomas F. Geiler,Director �iOrF039. � Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 March 6, 2013 • I Dr. and Mrs.Ajay Singh 65 Endicott St. Newton, MA 02461 4Re 663-Warren_'Sf. .O'sterville,.MA=02655D Dear Dr. and Mrs. Singh, In response to a concern raised by the COMM Fire Department, a site visit was made by this office to the above referenced address. Please be advised that the garage is in violation of CMR 780 IRC Section 115 (Unsafe Structures). Please be further advised that rectification to make this structure safe must begin immediately upon receipt of this letter. A building permit is the first step to begin that process. If you have any questions, or feel aggrieved by this decision, please contact this office. Sincerely Paul Roma Local Inspector F ' tsf�'dt 3 1 b . f 63 arren St, Osterville �� ,��•.ter ��., _ I 63 Warren St, Ostervillew 3/5/1Yo In ' h 41 - f�f'"t�•��' � r, -�`��r��. �'6��y w�� ✓ �•:F � ,-'��;-f•-r,; +�s �r+�'�"i�:r v•� % ,! l�1 srsDA 5 '' y yr— i,�� '` � / F � �• ! Sk T - 1 I I' I i '63 Warren St, Osterville 3/5/13 3 - ----� - ,.--w 4Ir 10, a — C. C. a MN • �I k � tit _ (, •r. � r �� a -1G4 a � - 1� o f, V -girl V'+r,/iit 1■t 1 _ I � �aF 3 m � 4 M r f .Its. f ,I. 53 Warren St, C)'sterville 3/5/13 rat _ _ a 1 ' t M 4 r �/ i I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel G .�� - . Application # Health Division Date Issued 5LCI- <Z,�160 Conservation Division Application Fee © Planning Dept. Permit Fee 3 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address Village Owner� 0a - efAkY� Address Telephone h/ Permit Request s ��Afl � i� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 7000 >s Project-Valuation crt_uation Construction Type ' Lot Size �� 7i� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. i Dwelling Type: Single FamilN'&K-f Two Family ❑ Multi-Family(# units) I Age of Existing Structuref ~A g g Hist Ouse: ❑YeskNo On Old King'sNighway:T❑Yes Flo Basement Type: ull ❑ Crawl alkout ❑ Other `-='r Basement Finished A ea (sq.ft.) Basement Unfinished Area (sq Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing ne Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas Oil ❑ Electric ❑Oth Central Air: ❑Yes No Replaces: Existing New Existingwood/coal stove: ❑Ye No Detached garag existi g ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT I (BUILDER HOMEOWNE Name P06c)o eAo� Telephone Number a / Not Address 6� /r�*a&V �� License # Home Improvement Contractor# S� Worker's Compensation # ALL CONSTRUCTIO BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE AS r. FOR OFFICIAL USE ONLY /jPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS ,� ��' VILLAGE OWNERr I , o DATE OF INSPECTION: .. , FOUNDATION Y FRAME 2I� INSULATION ;; FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH r FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 12 Parcel Application'# C � Health Division Date Issued Conservation Division Application'Fee Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village ® f rt-��/fzz, 7 Owner RoA Address Telephone 6` 7, - Permit Request C4 sl/ 1 Square feet: 1 st floor:existing proposed 2nd oor:a ing p sed Total new Zoning District Flood Plain Gro dwater 0 rlay _ S"Project VaJ luation_-.Sd® � Construction I " Lot Size n athered: ❑Yes ❑No If yes, attach supporting documbntation- , Dwelling TyP e: Single Family ❑ Two ily ❑ Multi-Family(#units) M rn Age of E istng Structu Historic House: ❑Yes ❑No On Old King's Highway: Yes ❑No Basement pe: ❑Ful ❑Crawl ❑Walko ❑Other Basement Fi hed Area( ) Basement Unfinished Area(sq.ft) Number of Bath Full: is new Half:existing new Number of Bedroo exis ng new Total Room Count(not g baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current UPProposed Use L BUILDER INFORMATION o �Name� "�7 ��- Telephone Number ��Z Address-- ��c1Y�2n V�-. License# �o yvt Home Improvement Contractor# .__ Worker's:Compensation# AL--L-'C-ONSTRUCTION IS RESU I FROM THIS PROJECT WILL BETAKEN TO M' SIGNATURE— = A. rDATE � A , FOR OFFICIAL USE ONLY j APPLICATION# a DATE ISSUED }3 MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME �� s a` INSULATION - FIREPLACE "rY ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL w� k f/. GAS: ROUGH FINAL 4 FINAL BUILDING Ft. DATE CLOSED OUT ASSOCIATION PLAN NO. '�, 'z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � Parcel :Application 0705S 0 Health Division Date Issued .O Conservation Division Application Fee Tax Collector Permit Fee V Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 43 W gAP,4f I\J �,Sr1Q 6-gii Village Owner OB 4,1-C/Iy6- Address (57-, 'Telephone h/Z -4-8 6`f 0 Permit Request i Square feet: 1 st floor:existi pro osed • isting proposed Total new — Flood District Flood Plain Ground ter Overlay y Project Valuation Construction Type Lot Size G ndf ❑ s ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Tw amily Multi-Family(#units) Age of Existing Structure H'+toric House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No I Basement Type: ❑Full ❑Cr W III ko ❑Other Basement Finished Are (sq. . Basement Unfinished Area(sq.ft) Number of Baths: ull:existing new Half:existing new Number of Bedroom a sting new Total Room Count(not' uding aths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other 1 � Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal-stove: ❑Yv es 0 No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ex sting ❑new size` co ZZ: Attached garage:❑existing Ell new size Shed:❑existing ❑new size Other: �� _ V .Kr Zoning Board of-Appeals Authorization ❑ Appeal# Recorded❑ ti Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use ABUILDER INFORMATION !JName �2� C'g '� Telephone Number 612 yl7 - di Address / ,W� CN � � License#/�UwtCGY.1L2,. r )'6 S7 Home Improvement Contractor# Worker's Compensation# ALL CO So Dtm", RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , /I 1 wL / I SIGNATURE DATE r `� E FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED M1 P/PARCEL NO. • ADDRESS' VILLAGE " .OWNER A ' 1 DATE OF INSPECTION: ' FOUNDATION FRAME i d INSULATION FIREPLACE ` J ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL— . - r FINAL BUILDING DATE CLOSED OUT-. f ASSOCIATION PLAN NO. i ar � it I I � i 05 TOWN OF BARNSTABLE , Building Application Ref: 200705888 BARNSTABLE, ; Issue Date: 10/05/07 Permit MASS. 9Qp 1639• Applicant: CROSBY,PATRICIA TR& Permit Number: B 20072451 ArFD MA't s Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/03/08 [Location 63 WARREN STREET Zoning District RF-1 Permit Type: SHEDS> 120 SQ FT Map Parcel 139076 Permit Fee$ 35.00 Contractor PROPERTY OWNER Village OSTERVILLE App Fee$ 50.00 License Num. OWNER Est Construction Cost$ 4,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 12 X 16 SHED ON CONCRETE SLAB THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CROSBY, PATRICIA TR a BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 31 CANDELIGHT DR INSPECTION HAS BEEN MADE. PLYMOUTH, MA 02360 Application Entered by: JL Building Permit Issued By: -X= THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AN ART THE , IT R TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. 'STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CO7Y)RA CTION WO K: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEV L E T LUE LINING IS INSTALLED. 3.WIRTNG&PLUMBING INSPECTIONS TO BE COMPLETED PRI R TIN ECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READYTO TH5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCYAREQUF WHERE APPLICABLE,SEPARATE PERMITS A ,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INTHE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND ION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOPERSONS CONTRACTING WITH UNREGISTEOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). J • O 0 LW Elm R "ZIP BUILDING INSPECTION APPROVAL PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health t y _ A �� oar ST (03 (,,)ar re„ S+ 3`/ 07� Bedard, Mike From: . Ormont, Estee (DPS) [Estee.Ormont@st Sent: Tuesday, May 12, 2009 8:21 AM To: buildit12@aol.com Cc: Bedard, Mike; Anderson, Robert (DPS) Subject: Issuing Permits with Supplemental Cards Paul — I received an e-mail from Mike Bedard who works for permits and having the CSL holder present to obtain t] Under MGL, Chapter 142A, 780 CMR R6, they provid supplemental card for the following services: 1) To obtain permits This provides larger com with the same HIC number as the company. Example: Home Depot, Inc., company's HIC# supplemental card #126893 of the company. TI obtained pl-rrrrits�only. When the RUNNER su will have with them: Their supplemental card F HIC# (as required under MGL, Chapter 142A § / 3 G�� oSt �: � , l� � � I P/� � 6.�� Crystal Reports Viewer 754 HOME OCCUPATION 755 RES STORAGE/LIVE IN TRAILERS I I/ 1 ► H 1 / 2 I K 1 Town of Barnstable Of ZNE .,,1 ' .� Regulatory Services II I Thomas F.Geiler,Director • BAMSTABL, • M'M 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 COMPLAINT/IN UIRY REPORT Date: Rec'd by: G� Complaint Name: Map/Pa cel c Location r o Address: - �r Originator Name: Street: cn --a c� r` Village: State: Zip: rn Telephone: Complaint Description: C-"w—& P:k A� (2 FOR OFFICE USE ONLY Inspector's Action/Comments Date: y/20 2- Inspector: S'TaP Wok k COST 'b • S1'l-E MLET 6 Ld10 c.�AI �i'u��E� REQv�2E.r��Ts o F' P,Fer��r-s � s p�c7-t•.�s Additional Info.Attached Q:forms:complaint i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ s■■■■■■ m■■■■■■■■■■A■. 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LINE OF�P.T. � DECKING(IYF)� I H2.5/H2.5A TIES(fYP) I 2 X 8 P.T.Q 16"O.C.(TYP) 2 X 8/2 X 4 BOX HEADER NUT&PLATE WASHER 10"0 FOOTING(MII� THREADED ROD OR EQ. 9"0 STRUCTURAL COLUMN(TYP) 4 X 4 P.T.POST H OF (2)2 X 8 P.T.BAND JOIST THREADED ROD OR EQ. TIf1 CML D .E. i AS—BUILT/REQUIRED PORGN FRAMING i � v 4 X 4 P.T.POST NUT&PLATE WASHER O 2X6/2X8LEDGER r I. W I ABU44/ABE44 OR EQ.BASE Q �j 10"0 FOOTING(MIN) N O EXSIING STRUCTURE k3 LU J w Z — w PORGN SECTION m a> �� - 2 X 4 COLLAR TIES u 3 m M) H O & RIn Q� 2 X 8/2 X 4 BOX HEADER JOB Na 2 X 8 RAFTERS 16"O.C. GENERAL NOTES I I-120 I. CLOUDED ITEMS ARE REQUIRED TO BE COMPLETED IN ORDER FOR THE AS-BIULT PORCH TO BE COMPLIANT WITH THESE DOCUMENTS. SCALE, Ex. attattatt 1/2" V H2.5/H2.SA TIES(7YP) 2. ALL CONSTRUCTION NOT SPECIFICALLY NOTED IN THESE DRAWINGS IS TO DATE- BE IN ACCORDANCE WITH THE IRC2009, MASSACHUSETTS STATE BUILDING CODE I0/3/11 9"0 STRUCTURAL STW EDITION AND AMMENDMENT5. COLUMN(IYP) 3. CONTACT ENGINEER OF RECORD FOR ANY AND ALL CHANGES OR REV, ii MODIFICATION TO THE CONTRACT ONTACT DRAWINGS. 1 — 10/14/11 A. EXISTING COLUMN CONNECTION TO BE EVALUATED UPON COMMENCEMENT OF CONSTRUCTION. D<151TNG CONSTRUCTION WILL.GOVERN FINAL CONNECTION DESIGN, CONTACT ENGINEER OF RECORD. SHEET- 2 X 8/2 X 4 BOX HEADER (BELOW GABLE END) AS—BU I LT/REQU I RED ROOF FRAMING 1 2 X 8 RIDGE BOARD EXSITNG STRUCTURE COLLAR TIES WT C K 1xJC.I 2 X 4 C I CIVIL ENGINEERS IVA LAND 5URVEYOR5 / M ROUTE 25-ORLEAN5,MA P. LU26(TYP)J 2 X 8 RAFTERS 16"O.C. 50D "0 F,sao- T6 LINE OF�P.T. DEIXING(TYP) H2.5/H2.5A TIES(TYP) 2 X 8 P.T.®16"O.C.(TYP) 2 X 8/2 X 4 BOX HEADER i I 10"0 FOOTING(MIN) jNOF TIMOTHY Ju�r 9"0 STRUCTURAL r�W J COLUMN(TYP) ' ^ CIVIL o. m 4 X 4 P.T.POST (2)2 X 8 P.T.BAND JOIST TIMO O 1 AS-SU 1 LT/REQU I RED PORC14 FRAMINOIL 4 X 4 P.T.POSE' 2X6/2X 8 LEDGER aQ w ABU44/ABE44 OR EQ.BASE 4 �j 10"0 FOOTING(MIN) N 0 F EXSITNG z�J a STRUCTURE w PORCH SECTION Na06 a 2 X 4 COLLAR TIES 3 N FN m Q & 2s0 QLu JOB No 2 X 8/2 X 4 BOX HEADER 2 X 8 RAFTERS 16"O.C. GENERAL NOTE5, 11-120 1. CLOUDED ITEMS ARE REQUIRED TO BE COMPLETED IN ORDER FOR THE AS-BIULT PORCH TO BE COMPLIANT WITH THESE DOCUMENT5. SCALE- EX, aaaaaa H2.5/ 2.5A TIES(IYP) 2. ALL CONSTRUCTION NOT SPECIFICALLY NOTED IN THESE DRAWINGS IS TO DATE- BE IN ACCORDANCE WITH THE IRC2009, MASSACHUSETTS STATE BUILDING CODE IO/3/II 9"0STRUCI'URAL STW EDITION AND AMMENDMENT5. COLUMN(TYP) Al 3. CONTACT ENGINEER OF RECORD FOR ANY AND ALL CWANGE5 OR MODIFICATION TO TWE CONTRACT DRAWINGS. REV' O SHEET- 2 X 8/2 X 4 BOX HEADER (BELOW GABLE END) s AS-BUILT/REQUIRED ROOF FRAMING I �F"E Town of Barnstable Regulatory Services BARNSTAB g ry MAS&Le Thomas F.Geiler,Director RFD 39. a�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 May 8, 2012 Ritu&Ajay Singh 65 Endicott St. Newton, Ma. 02461 RE: 63 Warren St., Osterville Map: 139 Parcel: 076 Dear Property Owners: In accordance with 780 CMR R113.2 you are hereby notified that a stop work order has been issued on the above property for violation of 780 CMR R105.2 which states in part "It shall be unlawful to construct, reconstruct, alter, repair, remove...without first filing a written application with the building official and obtaining the required building permit and all other required permits therefore." As discussed on April 24, 2012 during an on site meeting; the following issues must be addressed: 1) An electric permit is needed with the required subsequent inspections. 2) Additional permit(s) needed for the work in the basement. 3) All work must be compliant with 780 CMR. Thank you for your immediate attention in resolving the above violations. Please do not hesitate to contact this office if you have any additional questions. By Order, e L. Lauzon Local Inspector (508) 862-4034 r MA BOTELLO LUMBER CO.,INC. 2012.1 Allowable Stress Design LOAD TABLE MSI: 0.45 NOTE: 2 PLIES 1.750 X 11.875 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.32 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.34 TH&VERTICAL LOADS SHOWN VERIFICATION OF TOGETHER (REFER TO .TOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD = 30 PSF DEAD LOAD 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 42 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 360 PLF 00-00-00 12-02-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 144 PLF 00-00-00 12-02-00 0.90 FLR LEFT SPAN CARR. 12.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 12 PLF 00-00-00 12-02-00 0.90 FLR RIGHT SPAN CARR. 12.00 FT 3.DO NOT CUT,NOTCH OR DRILL LP LVL. 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFL: L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES FOR SECOND FLOOR SLEEPING ROOMS ONLY. BY A DESIGN PROFESSIONAL. REPORT !) 7.COMPRESSION EDGE BRACING REQUIRED AT APA PR-L280 24"O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LADBS RR-25783 DESIGN ASSUMES COMPONENTS CARRIED ARE ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS HUD MR-1214 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. CCMC 11518-R LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. II ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. - (3-1/2")NAILS AT 12"OC.STAGGER ROWS. ' NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR ' BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS(3-1/4")MAYBE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. I I 1 360 780 � r 1C0 7CC SUPPORT REACTIONS (LBS): 11.875 MAXIMUM B E A R I N G NTU M B E R 1 2 1.750 DOWN 3138 3139 T1 3.500 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 8 3- 8 MAXIMUM DEFLECTIONS ' CALCULATED ALLOWABLE LIVE LOAD 0.16 (L/864) 0.40" *DEAD LOAD 0.11" 12- 2- 0 TOTAL LOAD 0.24"(L/603) 0.59" •••THIS DRAWING IS NOT TO SCALE••• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 06127/12 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the -Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4-for 10d installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and W for ad. Nashville,414 Union StTIN SVee37LitO 2000 Suite component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL.LP LSL and CTR,LP I-Joists except as shown 219 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shovm in this drawing to the limits set forth hercon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria 1-joists are made without camber and will defect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of Nos.-Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide defection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineers seal-A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # defection is instantaneous. affixed to be considered an Engineering document. LP is a registered Trademark of Louisiana-Pacific Corporation. File:CAProgram Files\LP\Wood-E Design\2012.1\WOODE.SPX ,.� �, ,� .M �, �. �9.. A °� ,° `.?g ,, � ; _ - - � �� r, � �' ��: ,,� ... q,.F?v5.,..:, �C i 1 F 4 3� 7AEj��I 71 nib f � s - ft - r AIR) H e Wrap I .h'Pdr.com � I MADI IN UU - Wrap �p .� .. par.com 8 + 63 Warren St. , Ost. 8/25/2011 -� Ohio r1a111�'�UL14 ��,�,�.,r pws •",q �: l !N _ow woeKPlus IL di s W . go 7'- -000�6r MIN 6POafD I her ,Aj �- - — �.5� Gl� 7fr 1 �e P*Sr V ' ; i � � �-t r� o } Z .. - -. �. -'-1'ff^ t �� ' � � �f�f ��. (. �� '' ./ P �. t ;+ �� F' I �„,,, CF � TOWN'UF BARNSTABLE ff"utl d ' �g 2011046-04 BARNSPABLE, Issue Date: 10/17/11 Permit 9 MASS. �Ar 039. s� Applicant: DIGITAL FEDERAL CREDIT UNION Permit Number: B 20112250 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/15/12 Location 63 WARREN STREET Zoning District RF-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 139076 Permit Fee$ 213.20 Contractor PROPERTY OWNER Village OSTERVILLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 16,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND UPDATE/REMODEL,ROOFING,SHINGLES,INSULATION MOST WAILS THIS CARD MUST BE KEPT POSTED UNTIL FINAL ' BATH FIX,TILING„NEW FLOORS,REPLACEMENT WIND,REMOVE�VAMPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DIGITAL FEDERAL CREDIT UNION BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 220 DONALD LYNCH BLVD INSPECTION HAS BEEN MADE. MARLBOROUGH,MA 01752 Application Entered by: JL Building Permit Issued By: Olt THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER ORARELY 04 P PRO ON PUBLIC PROPERTY;NO � SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION: STREET OR ALLEY GRADES AS'WELL AS DEPTH.AND LOCATION OF PUBLIC.SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF TFUS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF:ANY APPLICABLE SUBDIVISION. RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: �I 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. r WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF-CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. , PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 t5xc E Pr , T —7- 1 � — ia, 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 0� ui� 30-�� 2. Board of Health S:> Town of Barnstable Regulatory Services Thomas F.Geiler,Director • =ARNWABM • Building Division s639. A�� Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 COMPLAINT/INOUIRY REPORT Date: O —o�s—�� Rec'd by: AU-AY K t R=r" s=8j61+ Complaint Name• Map/Parcel Location 3 W ^J ��1 Address: Originator Name, / 9G Street: ]� Village: State: Zip: Telephone: Complaint Description:d,,-4( Ak- In pector's Atdtion/ mments Date: g Inspector: ZS" �� STDP Wo2K POS'1r—D SMDX;dG, P200px,JG . IDI) YCNEw) WZiJD6u1S Additional Info.Attached Q:forms:complaint 6n o� . I i THE �"� Town of Barnstable BARNSTABLE. Regulatory Services MASr, 1639. O Building Division prF MA'S a. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Sgc,E of Av-oPeer= Location 63 &JxRR•eit) cEr. (Vsr Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: S s� A4s ors e �C� �1 — lQ�� S / � /,17 i 33 Please call: 508-862-4 for re-inspection. Inspected by •. '� Date � O A/ p 14 11 03:53p Ajay Singh 6179693628 p.1 , 4 fly •. �C t=� �� l...A-UZer� G3 t,� �e cTt ST. c w G`3�o m V --Y vw v\ cl cad. C, be- w, W an �Q.�S��2� , � O-�^n �,U.-�.i,�-i� d�>�; •. �-ttiQ, S�e,��i C�..1�otii, o,-�e- SQ-f-A cr V3 Sep 14 11 03:53p Ajay Singh 6179693628 p.2 - 3 Ilk) sT. I Si 5-k-Y u w id-� Z5 ZX� 22— Doub ie. k)at,.5t m � J Ai. D ;! 4:., 03 l mom Parcel Detail Pagel of 3 /o RAFt1S7.{RLC.�• } •� ., - � /�1 J /� �'•T•�'�`.�,.••rsiMlFrlii�_ Y Logged In As: Parcel Detail Friday,April 1 2011 Parcel Lookup Parcel Info Parcel ID 139-076 l Developer LOT 10& 1 - BLOCK 4 Lo Location 63 WARREN STREET I Pri Frontage 135 l Sec Road EAST AVENUE I Frontage 150 l village OSTERVILLE ( Fire District.C-O-MM Sewer Acct I Road Index 1783 Asbuilt Septic Scan: Interactive 139076 1 Map Owner Info Owner DIGITAL FEDERAL CREDIT UNION I Co-Owner Streeti 220 DONALD LYNCH BLVD I Street2 City MARLBOROUGH I State MA Zip 01752 Country Land Info Acres 0.24 use Single Fam MDL-01 l Zoning RF-1 I Nghbd 0116 Topography Level l Road Paved l utilities Public Water,Gas,Septic I Location Construction Info Building i of 1 Year 1930 I Roof Gable/Hip I Ext Wood Shingle l Built Struct Wall Living 1355 I Roof Asph/F GIs/Cmp_I AC None I e Area Cover Type style Cape Cod I wall Drywall l Rooms Bed 3 Bedrooms I t In Bh Model Residential I Floor Carpet I Rooms 3 Full I "s. Total Grade Average I Heat Type Hot Water I Rooms 6 Rooms a 14. Stories 1 1/2 Stories Heat I Fuel Oil l Found-ation Typical I f 2e, Gross 2739 l Area Permit History Issue Date Purpose Permit# Amount Insp Date Comments http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8668 4/1/2011 Parcel Detail Page 2 of 3 J 110/05/2 07 �Ou Remo Building 1200el 705888 I$4 02301 ,000 I08/11/200800:00:00 IPMT EXPIRED - Visit History Date Who Purpose 06/15/2010 00:00:00 Denise Radley In Office Review 02/04/2009 00:00:00 John Greene Permit/Hold as NewGrth 01/14/2009 00:00:00 Mike Keating New Construction 08/11/2008 00:00:00 Mike Keating New Construction 07/14/2008 00:00:00 Mike Keating Call Back Next 04/03/2008 00:00:00 Nancy Finch Abatement Review 03/24/2008 00:00:00 Paul Talbot Call Back Next 03/24/2008 00:00:00 Paul Talbot Cyclical Inspection 01/08/2008 00:00:00 Michele Arigo In Office Review 04/03/2007 00:00:00 Paul Talbot Cyclical Inspection 05/08/2001 00:00:00 Paul Talbot Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 12/29/2009 DIGITAL FEDERAL CREDIT UNION 24267/312 $420,000 2 05/23/2007 CARYE, ROBERT J JR 22047/16 $525,000 3 01/15/1992 CROSBY, PATRICIA TR ET AL 7835/191 $1 4 01/15/1992 CROSBY, CHESTER A JR 7 7835/189 $250 5 06/15/1989 CROSBY, CHESTER M-792 6772/348 $0 6 10/15/1986 CROSBY, CHESTER A ETALS TRS 5379/258 $250 7 11/26/1963 CHESTER A CROSBY CO INC 1227/437 $0 8 1 1 CROSBY, IDA K 190P0593E $0 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2011 $124,900 $9,300 $19,200 $685,100 $838,500 2 2010 $124,500 $9,300 $21,100 $685,100 $840,000 3 2009 $125,900 $12,400 $17,300 $690,100 $845,700 4 2008 $130,800 $12,400 $17,300 $675,800 $836,300 6 2007 $154,500 $12,400 $17,300 $675,800 $860,000 7 2006 $134,100 $12,400 $18,800 $610,100 $775,400 8 2005 $117,700 $11,700 $22,500 $514,700 $666,600 9 2004 $93,800 $11,700 $22,500 $353,900 $481,900 10 2003 $83,700 $11,700 $22,500 $155,300 $273,200 11 2002 $83,700 $11,700 $22,500 $155,300 $273,200 12 2001 $69,200 $2,000 $6,800 $155,300 $233,300 13 2000 $60,700 $2,000 $7,400 $80,500 $150,600 14 1999 $60,700 $2,000 $6,000 $80,500 $149,200 15 1998 $60,700 $2,000 $6,000 $80,500 $149,200 16 1997 $52,700 $0 $0 $74,300 $129,000 17 1996 $52,700 $0 $0 $74,300 $129,000 18 1995 $52,700 $0 $0 $74,300 $129,000 19 1994 $56,400 $0 $0 $55,700 $114,100 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8668 4/1/2011 Parcel Detail Page 3 of 3 20 1993 $56,400 $0 $0 $55,700 $114,100 21 1992 $64,300 $0 $0 $61,900 $128,500 22 1991 $76,700 $0 $0 $74,300 $158,800 23 1990 $76,700 $0 $0 $74,300 $158,800 24 1989 $76,700 $0 $0 $74,300 $158,800 25 1988 $48,900 $0 $0 $51,100 $107,800 26 1987 $48,900 $0 $0 $51,100 $107,800 27 1 1986 1 $48,900 $0 $0 $51,1001 $107,800 Photos d� http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8668 4/1/2011 1� f i � l ' �1' - Mom• �.. j1 �/ - fi- i 4 1 A - ^f I � L _ ICC1 1 i i �I S vi L�S�� t _... � - � � �-., •_ •it'L �}4 - "�ti _ +fir;. ' ��': rL 63 Warren St, OsterviII6 4/20/12 i k—� a S y 63 Warren St, Osterville 4/20/12 47- f r _ ren St, Ostervilfe 4 0/12 l -i r a 7 1 r 1 - �-s 63 Warren St, OstervI& 4/20/12 63 Warren St, Osterville 4/20/12 63 Warren St, Osterville 4/20/12 t i � � r g,. � ` yam_, ._ �� A�r v• � .:� _= s �. / �� ' �. ','y °a I '� � � «�. _ _ i ,s 1 9 63 Warren St, Osterville 4/20/12 I1 S6` r 63 Warren St, Osterville 4/20/12 r • r I r 63 Warren St, Osterville 4/20/12 i 1 _ 4 r y. 1 I b, 1 1. L Warren63 • _ _ 4/20/12 °REScheck Software Version 4.4.4 Compliance Certificate - � ,t� D Project Title: Singh Residence Energy Code: 2009 IECC Location: Osterville, Massachusetts Construction Type: Single Family Project Type: Addition Conditioned Floor Area: 0 M Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 63 Warren St. Capewide Enterprises Osterville,MA Cbmpliance: Passes using UA trade-off Compliance: 8.0%Better Than Code Maximum UA: 400 Your UA:368 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-of rules, It'DOES NOT provide-an estimate of energy use or cost relative to a minimum-code home. 1 • Envelope Assemblies, Gross Glazing r r Door UA Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2,160 38.0 0.0 65 Wall 1:Wood Frame,16"o.c. 255 21.0 0.0 15 Wall 2:Wood Frame,16"o.c. 680 21.0 0.0 27 Window 1:Wood Frame:Double Pane with Low-E 209 0.290 61 SHGC:0.00 Wall 3:Wood Frame, 16"o.c. 448 21.0 0.0 18 Window 2:Wood Frame:Double Pane with Low-E 105 0.290 30 SHGC:0.00 Door 1:Solid 33 0.250 8 Wall 4:Wood Frame, 16"o.c. 680 21.0 0.0 30 Window 3:Wood Frame:Double Pane with Low-E 133 0.290 39 SHGC:0.00 Door 2:Solid 18 0.250 5 Floor 1:All-Wood JOISt/Truss:Over Unconditioned Space 2,135 30.0 0.0 70 Compliance Statement: The proposed building design described here is consisten the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been desi ned eet the 2009 IECC requirements in REScheck Version 4.4. and to cow the mandatory requirements Ii in the REScheck Inspecti t. / VtiQ&&--4. G11�/j�7 Q_j a�•� / iTaWe-Title Sig ( Da Project Title: Singh Residence V Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Sin,gh.rck Page 1 of 8 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Singh Residence Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Singh.rck Page 2 of 8 2009 IECC Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Value Value 103.2 ;,Construction drawings and ❑Complies [PR1]' :documentation demonstrate energy ❑Does Not Comply O ;code compliance for the building ❑Not Observable ; envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies ; 403.7 documentation demonstrate energy i ❑Does Not Comply [PR3]' :,code compliance for lighting and ! ❑Not Observable ' mechanical systems.Systems serving multiple dwelling units must ❑Not Applicable demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is ; Heating: Heating: ;❑Complies [PR2Y sized per ACCA Manual S based on Btu/hr Btu/hr []Does Not Comply loads per ACCA Manual J or other approved methods. Cooling: Cooling: :[-]Not Observable Btu/hr ; Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Singh Residence Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Singh.rck Page 3 of 8 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11f protect exposed exterior insulation :❑Does Not Comply and extends a minimum of 6 in.below;❑Not Observable grade. ;❑Not Applicable 403.8 Snow-and ice-melting system ;❑Complies ; [FO12f controls installed. T❑Does Not Comply U :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Singh Residence Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Singh.rck Page 4 of 8 2009 IECC Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies table for 402.3.4 PDoes Not Comply values. [FR1]' UNot Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies table for 402.3.1, average). :❑Does Not Comply:values. 402.3.3, ; �❑Not Observable [FR2]' ' 402.5 ;C]Not Applicable FR2] () ; 303.1.3 ;U-factors of fenestration products are ❑Complies [FR4]' ;determined in accordance with the []Does Not Comply NFRC test procedure or taken from ❑Not Observable ' ;the default table. ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies ; [FR8]' :space have a maximum fenestration :❑Does Not Comply U ;U-factor of 0.50 in Climate Zones 4-8. ;❑Not Observable New glazing separating the sunroom ; ; ❑Not Applicable ; :from conditioned space must meet code requirements. 402.3.5 ;Sunrooms enclosing conditioned ; U- U- ;❑Complies [FR9]' :space have a maximum skylight U- :❑Does Not Comply factor of 0.75 in Climate Zones 4-8. ;❑Not Observable ❑Not Applicable 402.4.4 ;Fenestration that is not site built is ❑Complies ; [FR20]' listed and labeled as meeting ❑Does Not Comply ;AAMANVDMA/CSA 101/I.S.2/A440 or ; ❑Not Observable 1 has infiltration rates per NFRC 400 ❑Not Applicable that do not exceed code limits. , 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housingrinterior finish and i ❑Does Not Comply labeled to indicate 2.0 cfm leakage at ❑Not Observable ; 75 Pa. 1E]Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- ; R- ;❑Complies [FR12]' R-8.All other ducts in unconditioned R R :❑Does Not Comply spaces or outside the building [-]Not Observable ' envelope are insulated to R-6. ; ,❑Not Applicable 403.2.2 ;All joints and seams of air ducts,air ❑Complies [FR13]' handlers,filter boxes,and building ❑Does Not Comply ;cavities used as return ducts are ❑Not Observable ;sealed. IE]Not Applicable r40 .2.3 Building cavities are not used for ❑Complies 15]3 supply ducts. ❑Does Not Comply i ❑Not Observable ❑Not Applicable .3 HVAC piping conveying fluids above ; R- R- ;❑Complies [FR17]2 105 OF or chilled fluids below 55 OF :❑Does Not Comply oil insulated to R-3. :[]Not Observable ' ;,[]Not Applicable 403.4 Circulating service hot water pipes are;. R- ; R- ;❑Complies [FR18]Z insulated to R-2. 1 :❑Does Not Comply LQj �❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are JE]Complies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply U exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Singh Residence Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Singh.rck Page 5 of 8 i 2009 IECC Insulation Inspection Flans Verified Field Verified Complies? Comments/Assumptions Value Value 303.1 JAII installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. ❑Does Not Comply p� [-]Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies table for 402.2.5, ;❑ Wood ❑ Wood :❑Does Not Comply:values. 402.2.6 ❑ Steel ❑ Steel ;❑Not Observable [IN1]' ;❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions,and in ❑Does Not Comply [IN2]' ;substantial contact with the underside []Not Observable :of the subiloor. , []Not Applicable 402.1.1, ;Wall insulation R-value.If this is a ; R- ; R- ;❑Complies ;See the Envelope Assemblies table for 402.2.4, mass wall with at least%of the wall ❑ Wood ;❑ Wood :❑Does Not Comply:values. 402.2.5 ;insulation on the wall exterior,the ❑ Mass ❑ Mass :❑Not Observable [IN3]' ;exterior insulation requirement ❑ Steel ❑ Steel ;❑Not Applicable 0 applies. 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]' manufacturer's instructions. ❑Does Not Comply ❑Not Observable 1[]Not Applicable 402.2.11 ;Sunroom wall insulation has a ; R- R- ;❑Complies ; [IN8]' l minimum R-value of R-13.New walls :❑Does Not Comply separating the sunroom from ;❑Not Observable ;conditioned space must meet code ;❑Not Applicable requirements. 303.2 ;Sunroom wall insulation installed per ❑Complies [IN9]' :manufacturer's Instructions. ❑Does Not Comply ❑Not Observable []Not Applicable 402.2.11 ;Sunroom ceiling minimum insulation R- R- ;❑Complies [IN10]' R-value of R-19 in Climate Zones 1-4, :❑Does Not Comply © and R-24 in Climate Zones 5-8. ; ;[]Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is installed t ❑Complies [IN11]' per manufacturer's instructions. ❑Does Not Comply ❑Not Observable 1E)Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Singh Residence Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Singh.rck Page 6 of 8 2009 IECC Final Inspection Provisions Plans Verified Field Verified Value Complies? Comments/Assumptions Value 402.1.1, :Ceiling insulation R-value.Where>R-; R- R- ;❑Complies ;See the Envelope assemblies table for 402.2.1, :30 is required,R-30 can be used if :. Wood ❑ Wood QDoes Not Comply:values. 402.2.2 ;insulation is not compressed at eaves.: Steel Steel :❑Not Observable [FI1]1 ;R-30 may be used for 500 ft2 or 20% ;❑Not Applicable (whichever is less)where sufficient ;space is not available. 303.1.1.1, ;Ceiling insulation installed per t ❑Complies 303.2 :manufacturer's instructions.Blown ❑Does Not Comply [FI2]1 ;insulation marked every 300 ft2. ❑Not Observable U ❑Not Applicable 402.2.3 ;Attic access hatch and door insulation; R- R- ;❑Complies [FI3]1 R-value of the adjacent assembly. :❑Does Not Comply ❑Not Observable ❑Not Applicable 402.4.2, ;Building envelope tightness verified ACH 50= ACH 50= ;❑Complies ; 402.4.2.1 :by blower door test result of<7 ACH :❑Does Not Comply [FI17]1 ;at 50 Pa.This requirement may :❑Not Observable instead be met via visual inspection, ; :[-]Not Applicable in which case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [Fl8]2 gasketed doors and outdoor ❑Does Not Comply Acombustion air. ❑Not Observable ' 1[-]Not Applicable 403.2.2 ;Post construction duct tightness test cfm cfm ;❑Complies [FI4]1 result of 8 cfm to outdoors,or 12 cfm :❑Does Not Comply ® :across systems.Or,rough-in test ;[—]Not Observable ' result of 6 cfmacross systems or 4 ;❑Not Applicable cfm without air handler.Rough-in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [F19]2 on forced air furnaces. ❑Does Not Comply ❑Not Observable 1[-]Not Applicable 403.1.2 Heat pump thermostat installed on 10Complies [FI10]2 heat pumps. ❑Does Not Comply pj []Not Observable • ❑Not Applicable ; 403.4 Circulating service hot water systems ❑Complies [FI11]2 have automatic or accessible manual ❑Does Not Comply 91 controls. [-]Not Observable IE]Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies ; [FI12]3 for swimming pools. ❑Does Not Comply J ❑Not Observable ❑Not Applicable ; 403.9.2 Timer switches on pool heaters and JE]Complies ; [FI19]3 pumps are present. ❑Does Not Comply g� ❑Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a cover. JE]Complies [F120]3 Covers on pools heated over 90 OF ❑Does Not Comply are insulated to R-12. ❑Not Observable ' ❑Not Applicable 404.1 ;50%of lamps in permanent fixtures ❑Complies [FI6]1 are high efficacy lamps. ❑Does Not Comply ® ❑Not Observable _-]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Singh Residence Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Singh.rck Page 7 of 8 i 2009 IECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 Compliance certificate posted. JOComplies ; [FI712 ❑Does Not Comply v ❑Not Observable ❑Not Applicable 303.3 (manufacturer manuals for mechanical ' ❑Complies [FI1813 and water heating equipment have El Does Not Comply J been provided. ❑Not Observable 1E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Singh Residence Report date: 03/20/13 Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Siebel\Singh.rck Page 8 of 8 L 2009 IECC Energy Efficiency Certificate Insulation Rating ..k-Value Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass &Door Rating .:U-Factor SHGC Window 0.29 Door .0.25 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: I oo - LP.._Job .62®6w • U .i SUILDING`PRODl1C1S' 25,2013 :. .: Norman Scheel Struct Erigg From 1P EWP nee rr Engin I I 9 g;< 916 536 0267.'. Fax ;866 753;;¢3,69: .Phone_; 916536;9585� .Phone�' ';80051.5�7570� Re= Seals.:Requirod Fages,„ 51 �rncludmg coversheett g Vl/e are sendrlig::youahe foUoviWing teems., x CALCULATIONS; OTHERS(SEE`NOTES.BELOW),, . ;REPAIR QETA(LS' Jt56 Narne:; Singh Res _ Reggie§ta NO'ormal sea•f; - Marl AND faz/emarl`copy to;•us;. • Fax or'ema it,•scanned'copy �U_n versaI Forest=Products: ernad b4rafford(a�ufnl'comi r .Att'n ,Ben�Trafford , 155,Bay,Rd: i3elctiertown, MA 1007: P/s mat!original seals,to, 1 c:O.ples.- TeI (413)323 7247 Fax:; (413)323:5780 B.Of@UO°.Lumber? i ;David Greenlaw . ' cJgreenlaw@botellolumber eom; LOUISIANR PACK; CORPORATlCf1 .414..Qnion St;_Suite 2000. - - Nashville, TN:372 j.9 'EWP:bes/gn(a�Ip'corA comb . , _. Prlvacy.and conRdenliwiiysNot ce The°informetrdrr contamed'rn this corrimunrcatrori rs confdenfral and intended soiely for tli'e use of the indrvrdusi.to whom rt is : addressetl and olhers;authorrzed-to receive rt!f you,:are not the intended rec prerit,;any disclosure.distribution or taking of eny action rn ceitance on-the contents�of this< rilormation is prohibited 11 you have recreved this-co�rimrrnrcadon in error,please,tmmedietety notify thesenderal`the:phohe number.'indtcated arid+2tum the.bnginal:" message:and documents wa meli to'thesender �. + Page I of 1 The Louisiana-Pacific Corporation Printed on 0.3125/13 at 02 32:31 PM LP Solutions Version 4.0.11.Expires on 12/3.1/2012 LP:fob: Project: 13032632 Job ID:, 'SlinghResidence Level:2nd Floor Deck Framing Member ID:,Jla Address: Builder: Sean Simmer State: Company: Botello Lumber Code; IRC 2006 Designer: .Ben Trafford. 11-7/8" LPI 20Plus at 16.0 oc Design Is Adequate 1 2.s00. 15=9.8= --14-0-4 29-9-12 Result's Summary, Deflection Reaction(Ibs) Shear(lbs) Moment(lb-ft) I Live Load:(in) Total Load(in). Actual 1099 569: 1133. 1 L/1660(0.11) L/1207(0.15) Allowable 2330. 1485 1213 U360(0.52) L/240(0.77) Indices 0.47 0:38 0:93 0.22 0.20, Assembly:' Default Loading; 30 psf Live Load, 15 psfDead.Load,.'.0.0lb Concentrated Load;0.0 psf Partition Load Sheathing Material: 23/32 Top-Notch 350 4x8,Attachment:Glued and"Nailed Ceiling Material: None,A.ttachment:None Spans ft4n-sx Total29-9-.12` OF. Span. San 15-9-8 14-0-4 yob a Bcann s I STRUCTU Kin.Size(in) 1 4.38; 3.50 4:38 No.sso44 Max.Reaction(lbs) 407 1099 3�8' This signature 1125 bieW1 10 47 Max:iJ lift: lbs) -0 =0 -0. f�OfAnif011 tfansmitted ''i Q,r7_� Provide restraint.:atsupports to ensure lateral stability. o`ffdlOMAt Loads Sfart End Type ILDF I App. Location Live I Dead. 'Location'sLive Dead Uniform lf) 1.00 1 To' I 0-0-0 40:00 1 20.00 29-9=12 1 40.00 1 20.00 *(ft-in=sk. ). This component analysis is,based on the loads;geometry.and other conditions as entered'by the user and listed in'.this report: The:user is responsible to ensure.the accuracy.of the input and the applicability-to the actual conditions of the structure for which this component is intended. This analysis is valid only for the productlisted. Copyright 2009,2Q10;201],2012:All rights reserved by Louisiana Pacif a Corp.414.Union.St Suite.2000,Nashville,TN 372'19 Page 2.of 7 Page Break>>The Louisiana-Pacific Corporation Printed on 03/25/13 at 02:03;51 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13032632 Job ID: Singh.Residence. Level 2nd Floor Peck Framing- Member ID:J2b Address: Builder Sean Simmer State: Company:. Botello Lumber Code; IRC 2006 Designer, Ben Trafford 11-7/8" LPI 20Plus at 16.0 oc Design Is,Adequate 11.875 �b1'2:500 134 14-0-4 27-9-17 ResultsSummary Deflection Reaction(lbs)I Shear(Ibs' Moment(lb-ft) Live Load(ih) Total Load(in) Actual 1020 508 899 L/2225.(0107)--d L/1'646.(0.10) Allowable 23,30 14$5 1411 L/360(0.46) U240(0.69) Indices 0.44 0,64 0.16 0.15 .Assembly: Default Loading: 30 psf Live:Load,1.5 psf Dead.Load,.0.0 lb Concentrated Load„0.0 psf:Partition Load.. Sheathing Material: 23/32.Top.-Notch.350.4z8,Attachment:Glued and Nailed Ceiling Material: None,;Attachment;None S ans:ft-in-sx Total27-9-12 -Span Span N a#MHO 13-94 1, 14-04 This signature has beers 4 to +�• - UCTUlia Bearings No.3Cs04A -Min.Size(in) 4:38 3.50 4.38 Max..Reaction(lbs) 355 1020 36.1 Max.Uplift lbs)" -0 -0 -0 CgAI E�� Provide restraint at supports to ensure lateral stability.. Loads Start End T_pe LDF IAPP. Location*I Live. Dead Location*I Live IDead Uniform lf) 1.00 To .0-0-0 40.00 1 20.00 2779=12 1 40.00 1 20.00 *(ft-in-sx) This,component analysis is based on the loads,geometry and other.conditions as entered by the user and.f sted,in.this report.. The user is responsible to ensure the.accuracy of the.input.and the applicability to the actual conditions of the structure for which this component is intended. Thisanalysis.is valid onlyfor�the product listed. Copyright 2009,2010,20.1,1,2012 All rights reserved by Louisiana Pacific Corp.41.4 Union St Suite 2000,Nashville,TN 3.7.21.9 «Page Break.>SThe Louisiana-Pacific.Corporation Printed on 03/25/13 at 02:03',51 PM i Page of 7 Page Break>>The.>Louisiana-Pack Corporation-Printed on'03%25/13.at 02:03:51 PIv1. LP Solutions Version 4.0.11 )expires on 12/3112012 LP Job: Project: .13032632 Job M: Singh Residence Level:2nd Roor'Deck Fran-ling Member ID:J3f Address: 'Builder: Sean Simmer State; Company; Qotello Lumber Code: 1RC 2006 Designer: Ben Trafford 11-7/8 LP12QPlus at 16.0,oc. Design Is,Adequate I1-1..875 2.506 Results Summary I Deflection I Reaction(lbs) Shear(lbs) Moment.(lb-ft)TLive Load(in) I Total Load.(in) Actual HooB 70 465 17.99 U1207(0.1.5). U805(0.23) Allowable 1485 3755 L/360,(0.52). L/240(0.77) Indices 1 0.47 0.31' 0.48 0.30 1 0.30 Assembly: Default Loading: 30 psfLive;Load,15 psf Dead.Load,.0.O lb.'Concentrated Load 0.0 psf Partition Load, Sheathing Material: 23%3.2 Top-Notch 350 4x8,Attachment:Glued and Nailed Ceilia 'Material; iINone,Attachment:.None. S' ans(ft-in-sx)'Total::15-10-8 Span 15-10-8 BeatingsM OF 141,41s Min.Size(in) 2.00 1 4.38 s��y Max.Reaction(lbs) 470 1 483 J Max.Uplift lbs) -0 1 -0 Provide restraint atsupports to ensure lateral.stability. " U TU No. This sTgnalure ha$.beeli A4��1 tranW.Me3 ffsrorr>tt 4a` Loads I Start, I End Type ILW I A Location'' .Live 1Dcad ILocation*I Live (Dead Uniform 1 1`.00 Top 0=0-U 40.00 1 20:00 1 15-10-8 1 40.00 1 20.00 *(ft-in-sx) This component'analysis,is based on the.lgads,geometry and.other,conditions as entered bythe user:and listed in this:report. The user is. responsible to ensure the accuracy of the input.and:the;applicability to the.actual,conditions of the structure..for which this component is intended.. This analysis is valid onlyfor the,productlisted. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union.St Suite,2000,Nashville,TN 37219 «.Page.Break>>The Louisiana-Pacific Corporation. Printed on 03/25/13 at.02:03:51 PM I I Page 4 of 7 i .Page Break»The Louisiana=Pacific Corporation.Printed on 03/25/13 at 02:03:51 PM LP Solutions Version. 4.0.11 Expires.on.12/1112012> LP Job: Project: 13032632 Job D: 'Singh Residence Level:2nd Floor'Deck Framin; Member ID:J4h Address: Builder i. Sean Simmer State: Company: Botello Lumber Code: IRC 2006 Designer: Ben Trafford 11-7/8 LPI.20Plus at 16.0 oc Design U Adequate } 11.975. l� X� 2.500 ' — 1'3-10-8 I. Results Summary Deflection Reaction(lbs) :Shear(lbs Moment Qb-ft) Live Load in) Total Load.(in) Actual` 410 405 1364 L/1741 (0.09) L/1165(0.14) Allowable 1008 1485 3755 L/360'(0.45) L/240(0.67) Indices 0.41 0:27 0.36 0:21 0.21 Assembly: Default Loading: 30 psf Live:Load; 15 psf Dead Load;0.0 lb'Concentrated.Load;0.0 psf Partition Load Sheathing Material: 23/3.2 Top-Notch 350 4a8;Attachment:Glued and Nailed Ceiling Material: done;Attachment:None.. S ans.(ft-in-sx)Total 1340-8 :Span 13-.10-8 Bearings F f' Min.Size(in) 2.00 4.38 c'y Max.Reaction lbs) 410 423' i Max.Uplift Obs) -0 -0 UCTU H Provide restraint at supports to ensure lateral;stabiliry,, No.3 I1is S1ggature lids b6en 9 �4 ,•Cnl�° �iy Craflsl Av , sS �FfrSlOtfAt f�'6\��a Loads 'Start _ �! End Type I:DF A Locations Live Dead Location' Live (Dead. Uniform lf) ].00 To 0-0-0 40.00" 1 20.00" 13-104 1 40:0.0 20:00 11(ft4n-sx) This component.analysis is based on:theloads,geometry and other conditions as entered by the user and listed in this report. The;user i§responsible to ensure the accuracy of the.input and the.applicability to the actual conditions of the structure,for which.this component is intended; This analysis is valid only for the product listed: Copyright.2009,2010,2011,2012 All rights,feserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN372'19 «Page Break»The Louisiana-Pacific Corporation Printed on 03125/13 at 02:03:51 PM Page 5 of Page Break»The Louisiana-Pacific Corporation Printed on 03/25/13 at 02:03:51 PM LP Solutions. Version 4.0.1 l Expires on 12/31/2012 LP Job: Project: 13032632 Job ID: Singh Residence Level;?nd Floor Deck Framing Member ID:J5t Address: Builder: Sean Simmer State: Company: Botello Lumber Code: IRC2006 Designer: Ben,Trafford 11-7/8"LPI 20Plus at 16.0 oc Design Is Adequate 11.87.5 LM 3: 00 040-10 3 10=0 4-8-10 71 ResuW;Summ ry Deflection Reaction.(1bs)I Shear(Ibs) Moment(lb-ft) Live Load(in). ITotal Load(in) Actual 682 1 274 214 U37.565(0.00) L/18782(0.00) Allowable: 1334 1 1708 4318 L/360(0,10) L/240(0.1.6) Indices 0.51; 0.16 0.05 0.01 0.01 Assembly: Default Loading: 30'psf Live Load,,I5psf Dead Load,0.0'lb Concentrated Load;0.0 psf Partition Load Sheathing Material: 23/32.Top=Notch 350 48,Attachment:Glued and.Naled Ceiling Material: None,Attachment:.None Spans(ft=in-sx)Total 4-&10 Left Cant I San 0.1040 1 3-10.0 Bearings Of Min.Size(in) 7.32 5.50 °y Max.Reaction(lbs) 682 83 Max.Uplift lbs -0 -17 TRUCTU N Provide restraint at supports to ensure,lateral stability, NO.35Qd4 'his signature aas b rt t oa E� 0 Loads (Start End T e iLDF I.App. !Location* Live Dead Location*I Live Dead. Uniform( 1f) 1.15 To 0-2-7 121.16 '60.59 1.2=0 .121.16 60.58 Uniform:( ]f) 1.15 To 0-0-0 104.60 146.36 0-2-7 121,16' 169.54 Uniform( lf) 0.90 To 0-2-7 0.00 108.96 1-2-5 0.00 108.96 Uniform( lf) 1.15 To 2-0=0 8.39 11.73 2-3-4 0.00 0.00 Uniform( lt) 1.15 To 1-2-0 97.66 48.83 240' 97.66, 48.83 Uniform(pM 0.90 Top 171�9 0.00 87.82 2-0-0 0:00 87.82 Uniform.( lf) 1.00 To 0-0-.0 23.79 11.89 1-0--8 51.92' 25.96 Uniform( lf) 1.00 To 1-0-8 51..92 25.96 M-0 64.02. 32.01 Uniform('lf) 1.00 To 270.0 40.00 20.00 4-3-2 40.00 20.00 Uniform NO 1.00 TOP4-3-2 23.13 11.56 4-8-10 23.13 11.56 This component analysis is.based on the[gads,geometry and other conditions as entered.by the user and.fisted in this report.. The user is responsible to ensure the accuracy of the input and the applicability'to.the:actual conditions of the.structure for which this component.is intended. This analysis is valid only for the product:listed'. Copyright 20.09,2010,201.1,2012 All rights reserved'by Louisiana Pacific Corp.414 Union St Suite 2000,'Nashville,'TN 37.219 PCo�ect:13034 Memberj J5V2nd P1oor:Dec1 FFraming Version A 0 11 Expuet;on 12J312�12LP Iob z Paee'6;of 7 «Page Break;-T'heLoutst'-- Pac>�>.c{CoCpbration ,... Printed,onQ3/25/13'atQ203;A1P1vI ' I I i Page 7of 7 Page.l3rea1..:»The Louisiana Pacihc Corpo at on,:Printed'on 03/25/1.3 at 0103;51 PM LP Solutions Version. 4.0:1'1.Expire.s orr-1213112'012,' :tP Jofi:: Project.. 130 2- 632' Job.'ID: $ingh'Residence, Levchs- ndFloorDeck Framing M mb6 ID:.;J6y Address:: Btiilder; Sean'Si^mmer State: Company:: Bo.... Lumber. Code-. IRC.2006; Designer:: Btri Vafford 1:1.7/,8"IP.:L20Plus at 00 oc Design Is:Ade.quate _ 77 11..875 •' 50Q. 1,44 1 4=9 Z,8-10 Results S unimary, dbeflediO6, Reac` - . _ tion:(l6s)" Shear,_.(]ts) I1VIomenY' lb ft). Livc:Load(tn) Total I:oad`(in) . '_. Actual:,'. 97,2, `,509 332 2IJ39466(O OQ) '2L119703(O OQ.) Allowable.. 1334 1308: _ 4318: :(0 2).: Indices. :'.0 7.3: 1 '0:30` 0:08 0:00 j ,Assembly Default loading: 30 psf'Live'L;oad,l5:psf Deadl-oad .0;0 lb•Concentrated Load;:0 0 psf Partition-Load; Sheathing,lvlate6al::: 23/32;Top,Notch 350'4'. Attachinent.;Glued acid Nailed; '`C60i!t Material:. None;Attac.ment:.None S. ans(ft tn-sz•'.Tota1;2;8 10: Iie'tt;,Cant S`an _. Bearin Min'Size(in) 7.32 5'.50 0 Max:Reaction'.04s), 972' _ 0. Max U"lift leis 0 74:39 STRUCTrURAL <H Providerestraint;at uippofts to ensure lateral,stal%i)ity;, No.3rb44 �. `this signature hos been �I�:ctrnrlraily trMer��:d I;oads: Start End: ti T" c I'T DF A Location*' LAve: (Dead' Location° Live Dead' Uniform,(_]f) 1.,15 T..o. 0-',5 4 97.66' 4..8 53 . 0.11':`5.. 97'.66 . . ::4$83, .. Uniform ,'`l 1..15 To ` 0.=0-0° 89:29 124.92 '0.3:4. 93.66. 136.65' Unifoftn'(' If)l 0.9.0 To 0:'.14: WOW 57:82 0 1141 0.00 S7 82 Uniform`( 'Jf): ..15 To 0-11.5',. 90.66 _45.30'_ '2.3-2:.. .. :90:60. 45 30 .:. Uniform('1. 0':90 I T Op 0' 045.• 0:00. 81:48' 21-7, 0.00.- 81.48 Uniform(`7f)' . 1.00 To`• 0=0-0 `.24.02 1:2:ff 0:10,10 35.21 1.'.7,61; Unifo ni,( lf)• 1.00 To 040=1'0 < 3521, 17.61, 2 3-2 40:00 2Q:00, 2=3-2' .23.;13 1 11".56 2440 23.13 1:1 56 (ft in-sx) This.,componegtanalysis;is basedjon the:aoads;..geometry.and other:conditions as entered b.y-*the user and liste1.d in this report: The'pser< is responsitife•to ensure•ahe accuracy of.th inpurand the,appiicaliil ty to the;actual'conditions of the structure,for which this. component is intended. This analysis is vabd onlywfor the:product listed:, Copyright 2600,2010;2011,2012'All rights reserved•by Lou�S�ana.Pactfic;Corp.4a4 Union St Swte,2000 Nashv�lle;'T(�13.721T, Pagc 1 of 14 The Louisiana-Pacific Corporation Printed;on 03/25/13 at 02:00:45 PM LP Solutions Version 0.1:1 Expires on 12/31/2012 LP Job: .Project:. 13032632 Job ID: 'Singh.Residence Level:2nd Floor Deck Framing Member ID:Mla Address: Builder:: Sean Simmer State: Company Botello Lumber Code: IRC 2006. Designer:: Ben Trafford 3ply 1-3/4x11-7/8"LP-LVL 2950Fb-2.0E Design Is Adequate ' 11.875 '41 b.250 14-3-8 I• Results Sumrijiary Deflection Reaction lbs Shear(ibs). Moment.(lb-ft) Live.Load(in) Total Load;(in Actual 8304 1 7580 27488 L/415(0.40) U259(0.64) Allowable 10336 12053 30368 IJ360(0.46) U240(00) Indices 0.80 0.63 0:91 0.8.7 0.93 Assembly:. Default Loading: Sheathing Material: None,Attachment:None Ceiln Material: None,Attachment:,None Spans:(ft-in-sx)Total'14-3=8 Span 14-34 V .Cf 0 U N Bearin s No:3W44 This signature has t�� ► o Min.:Size(in) 2.63 5.50 AfpOt,r nir ily 1(8nS11141� w� �Q�STE�� Max..Reaction(lbs) 8304 6566. Max.Uplift lbs) I -0 -0 Provide restraint at supports to ensure lateral.stability.. "a°ATTACH THE THREE PLIES WITH 4 ROWS,OF 16d Nails AT 8.0 OC:STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH.MINIMUM SHANK DIAMETER OF 0J 31" 16d:SINXXERS(3-1/4")MAY'BE USED,.BUT HALF MUST.BE DRIVEN FROM EACH FACE. .Loads IStart End Type LDF "A pp. Location*' Live Dead Location*f Live Dead Uniform('1 1<.00 _ _Right 124-12 180.94 90.47 13-6-5 180.94 90.47 Uniform( lf) 1.00 Right 1 070-0 227.68 113.84 1-M 227,68 113,84. Uniform( lf) 1 00 Left I 0-0-0 268.39 1:34.20 1-2=0 268.39 134.20 Uniform('lf) 1.00 Right 1-2-0 2.50 L25 13-6-5 2.50 L25 Uniform( lf) 1..00 Right 1-2-0 1196.72 98.36, 12-8-12. 196.72 9.8.36 Uniform.( if) 1.00 Left 1-2-0. 2.50 1.25 13-6-5 2.50 1.25 Uniform lf) 1.00 Left 1 1-2-0 1 232.34 116..17 12-8-12 232.34 j 1.16.17 Uniform( If), 1.00 Left 12=8-12 232.36 116.18 13=6-5 232.36 116.18 Concentrated(lb) 1.00 Top 1.0-7-4 513.16 278.40. 0.00 0.00 Uniform( lf) 0:90 Top 0-0-0 J 0.00 60.70 J0-9-0 0.00 60.70 Uniform( if) 1,00 To. 0-0-0 280.00 1.40.00 10-5-8 280.00 .1.40',00 Uniform:,( lf) 1.00 To 0-0-0 13;13 6.56 1:4-3-8 1:3.13 -Weight lf) 0.90 Top 10=0 0 0.00 17:84 14.-3-8 0.00 17.84 *(ft-in-sx) 'ftjecit13032632.Mcmber:TA Mlaf?pdFloor Eapires.o, 12/3;1-Ml-2-L.P3oli .PageZuf14. TFiis,compo.hent.analysiss liased on the:loads:;aeometry.arid otherconditionsas2entered by fhe userand listed in this eport. 'The utter is:responsitile.to ensure,ftie aeciirac} otthemput:and the applicability to.the actual:conditions of the'structure-for.which.this: cmnpon"ent is intended Taus analysts is wand nly o 'for the,'product.listed'. Copyright 2009 2010;20.t i 2012.Alli iigt ts,teeeeved by Louis'ana"Pacific Corp 414 Umoii:St Swte 2000:Nashville,TN 37,2.1:9:: «Page.Break:»the Louisiana-Pacific;Corporat pn:, Printed�on 03/25/.i'3;at 02 00 45 ?Ivi Page 1 or 2 The Louisiana-Pacific Corporation Printed on 03/25/1.3-at 0236:59 PM LP Solutions Version 4.0.11 Expires on.12/31/20.12 LP Job: Project: 13032632 Job ID: Singh.Residence. Level:2nd'Floor Deck Framing Member ID:M2b Address: Builder: Sean.Simmer State: Company: Botello Lumber. Code: IRC 2006 Designer. Ben Trafford 2ply 1-3/4x11-7/8 LP-LVL 295M-2.0E Design is Adequate I1.1.:875 J4 3:500 13-.11-8 1A-142 Results Sunumry Deflection. Reaction.(Ibs): Shear lbs) Moment(lb-ft) Live Load(in) Total Load(in). Actual 3558 3500 3371 IJ2877(0,06) U1678(0.10) Allowable 14438 8035 20246 U360(0.45) U240(0.67) Indices 0.25. .0.44 017 0..13 '0.14 Assembly.: Default Loading; Sheathing:Material: None;Attachment:None Ceiling Material: None;Attachment:.None, S ans'(ft4n-sx)Total:14442 13-11•=8 012 ght Cant ��'`tr i btsf4cy 0 Bearings, This-signature his beEil Min;Size..(in) 4.38 5.50 r'�i h•*rg: 311y !•u^SC ta: No.c Max;Reaction(lbs) 585 3558 Max.0 lift Ibs) 70. -0 1aTryQ Provide restraint at:supports to ensure lateral-stability. ��f�/OMAt Ea�`� *ATTACH THE TWO:PLIESWITH.2 ROWS OF 16dMails AT 12,0 OC.,STAGGER ROWS- NAILS.CAN BE DRIVEN FROM ONE:FACE OR HALF FROM EACH FACE., NAILS'CAN BE COMMON QR:BOX NAILS WITH MINIMUM.SHANK DIAMETER OF 0.131" 16d SINKERS.(3.1/4".)MAY BE USED,BUT HALF.MUST BE DRIVEN-FROM EACH.FACE.. CONCENTRATED LOADS'MUST BE EQUALLY DISTRIBUTED TO.ALL PLIES. ADDITIONAL FASTENERS MAY.BE R`EQUJAEDCONCPNTRAT8D LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PINES. ADDITIONAL FASTENERS.MAY BE REQUIRED Loads Start End Tv P e LDF (Ativ. Location*I.Live Dead Location* :Live IDead Concentrated.(]b) 1.00, Left 1378-10. L744:48 1001.05 - .0.00 6.00 Concentrated(lb) 1.00 'Left 879A0 49.2.90. 285,87 0.00 0.00 Uniform( lf) Loo Top 13-6-0 19.69 9:84 1 14-0-8 1949 9.84 Uniform•( lf) 1:00 To 8-11.6 25.00 12.50 13-6-0 25.00 12.50 Uniform( lf). 11.00 To 0-0-0 19.69 9.84 8-11-6 1 19.69 9.84 Weight( lf) 1 0.90. 1To ( 0,0-0 0.00 1 11.90 14-1-12 1 0.00 !qft-in-sx)• This component-analysis is based on the loads,,geometry and,other conditions as entered by the user and.listed in:this report. The.user. is responsible to ensure the accuracy of theinput and the applicability to the actual.conditions_of the structure for which this component is intended. This analysis is valid only.for the productlisted, PrujeceT303.263,21yfember:lD M?b',/2nd Flcior,Dec 4,b 1'1 Expires 6n i?i3l'/,2' '2'IP J ib: Page <gf 2 Copyrigfi[�009=2010 2(?;11,2012'All rig}its:reserved by;Louisiana:P.,aciPic Corp 4]4Union;`Sf Suite"2000 Nashville;_TN 37219. Page 1 of I The Louisiana-Pacific Corporation Printed on 03/25113 at02:38:13 PM LP Solutions Version 4.0.11 Expires on 12/3.172Q12 LP Job: Project: 13032632 Job ID: Singh.Residence Level:2nd.Floor'Deck Framing Member ID:M3e Address: Builder: Sean Simmer State: Company Botello Lumber Code: 7RC 2006 Designer: Ben Trafford 2ply 1.-3/4x11-7/8 LP-LVL 2950Fb-2:0E Design Is Adequate 11.815 13=6-0 Results Summary Deflection Reaction(Ibs)]Shear(lbs) Moment(lb-ft) Live Load(in): Total Load(in) Actual 737 1 667 2608 U3747(0 04)_ L12W(0.07 Allowable 5250 -9035 20246 U360.(0.44) U240(0.66). indices 0.14 1 0.08 0.13 0.10 0,11 Assembly: Default Loading: Sheathing,Material: None,Attaclunent:None Ceiling Material: None,Attachinent:None S ans:(ft=in-sic)Totat 13-64 vSN Oi pt f Span ��ye 1.3-6-0 N Bearings BTRUCTU No. O Min.Size(in) 4.38 2:00 TiliS Signature has been 4E` a � Max.Reaction Obs) 534 737 4100fronf('M- trensmi#ed Max.U lift.(lbs) -0 =0 Provide restraint at supports to ensure lateral stability: :'"k.J`ATTACH THE'TWO;PLIES WITH 2`ROWS OF 16d Nails AT 12:0 OC..STAGGER ROWS NAILS CAN BE DRIVENFROM,ONE FACE,OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SftANk DIAMETER OF 0.131'' 1.6d SINKERS(3-1/4")'MAY BE-.USED,:BUT HALF MUST BE DRIVEN FROM EACH'FACE. CONCENTRATED'LOADS'MUST BE.EQUALLY DISTRIBUTED TO ALL PLIES ADDITIONAL FASTENERS MAY BE..REQ.UIREDCONCENTRATED LOADS MUST BE:EQUALLY.DISTRIBUTED TO ALL PINES, A DD:ITIONAL.FASTENERS MAY BE'REQUIRED Loads, Start End .Type I LDF [App.. Location*I Live Dead Location* Live. I-Dead 8=9-1.0 305.30 192:07 - 0.00 Concentrated.(Ib) I LOO I: Right 0.00 Uniform( lf.) 1.00' 1 To 8=,11-6 40.00 20.00 13-6-0 40.00 20.00 Uniform('1f) 1.00 1 To 0-0-0 15.31 12.66 8-11-6 1 25.31 12.66 Wei ht( lf) -OM To 0-0=0 0.00 11.90 1 l 3-6-0 { 0.00 1.1.90 *'(.ft-in-sx) This component analysis it based on the loads,geometry and other.conditions as entered by the user and listed in this.report; The user is responsible to ensure the,accuracy of the,input and the applicability to'the actual conditions:of the.structure.for which;this component'is intended. This analysis is.valitl only for the product listed. Copyright 2009,2010,201.1;2012 All rights reserved by Louisiana.Pacific Corp.4.14 UnionSt.Suite:200.0,Nashville,,TN 37219 Page I of 2 The Louisiana-Pacific Corporation Printed on 03/25/13 at 02:39:47 PM LP.Solutions Version 4.0.11 Expires on IV31/2012 LP Job: Project: 1.3032631 Job ID. Singh.Residence Level:2nd Floor Deck Framing Mcmber ID:M4d Address: Builder.: Sean.Simmer State: Company: Botello Lumber Code: IRC 2006 Designer: `lien Trafford 3ply 1-314x11-7/8 LP-LVL 2950Fb-2.OE Design Is Adequate 11.875 .F= 5.250 Results.Surnmary 1 Deflection Reaction(ibs).Shear(lbs) 1 Moment(lb-ft) Live Load(in) Total Load(in) Actual 1 3092, 3066 1 7336 L/2099(0.06) LJ1309(0.09) Allowable 17813 12053 30368 L/360(0.34) L/240(0,51) Indices 0.26 0.25 1 0.24 0.17 0.1.8 Assembly: Default Loading: Sheathing Material None;Attachment:None Ceiling Material: None;Attachment:None. Spans ft-in-sx Total1.0-4-12 Span J ri 10-4-12 N CT (WS signature has beenTFl.13 Bearings '1ect(OniCally Iransm1fted, ��0 Min.Size(in) 1 3.00 1 3.00 Max.Reaction(Ibs) 3092 2746 .eo�FFOOdAt Max.U lift Ibs) -,o -0 Provide,restraint at support to ensure lateral stability. *9'*ATTACH THE THREE PLIES WITH4 ROWS OF 16d Nails AT 8.0 OC. STAGGER ROWS NAILS CAN BE DRIVEN-FROM ONE_FACE OR HALF FROM:EACH FACE. NAILS.CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANKDIAMETER OF 0.13:1" 16d SINKERS(3-114")MAY BE USED;BUT,.ALF MUST BE DRIVEN FROM EACH FACE.. CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES: ADDITIONAL FASTENERS.MAY BE REQU.IREDCONCENTRATED LOADS MUST BE EQUALLY'DISTRIBUTED TO ALL- PLIES ADDITIONAL.FASTENERS MAY BE REQUIRED Loads Start I End Tv e LDF A : Locations .Live• Dead Location* Live Dead Concentrated lb.) 1.00 Left 3-7-8 411.64 315.39 - 0.00 1 000 Uniform( lf) 1.00 Right 0-4-1 1 223.76 1.11.88 1 1.-642 223.76 111.88 Uniform( If), Loo Left 0-4-1, 2.18.75 109.37 1-6-12 21'8.75 109.37 Uniform( lf). 1.00 Right 9.6-12 327.75 163.88 10-4-12 327.75 163.88 Uniform.(plf) 1.00 Left 4-2-12 1 68.28 34.14 10-2-10 68.28 34.14 Unifonri l:f) 1.00: Right 04-1 2.50 .1.25 9-6-12 2.50 71 25 Uniform( If) 1.:00 Right 1 1-6-12 202.34 10.1.17 9-6-12. 202.34 TO1.17 Uniform( If) 1.00 Left 04-1 2.50 1.25 2-11-2 2.50 L25 Uniform( lf) 1.-00 Left 1-6-12 196.72 98.36 2-11-2 196.72 98..36 Uniform,(plf) Loo Top 0-0=0 13.13 6:56 10:.4-12 13.13 .6.56 Project:13032632 Member 1D:M4d/2nd'F)oor Deck.Framing Version 4.0.11'Expireson 12131/2012LP.Job: Pam 2 of 3 Weight(plf) 0,90 Top 0 0 0 0.00 1784 .10-4-12 O:pO. I 17:84 *(ft-in-sit) This component.analysis is based on the loads,geometryand.other conditions.as entered by the user and listed in this.report.. The,user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of,the,structure for which this component.is intended. This analysisis valid oniy:f6r. the product isted. Copyright 2009,201.0,201112012.Al)rights reserved by Louisiana Pacific Corp.414 Union St Suite 2400,Nashville;TN 37219 s N s uctu No.36044 C IC OgRi f fa s s1pattire has been ?Ia�krani�:ali�� rarlsmt I Pap-6 of 14, Pape Break»The.Louisiana Pacific Cocporat oniPrinted orr03725/l3 at 02 00 45 PM' LP Solutions Version 4 0:'1 I Expires.on.12/i 112Q12' LP Job:. Project: 13.03253i Job:ID Si.ngli:Residence: L'eve1:`ddFI&of:Decl: F,ranning ;Member ID'mV Address.. Builder: Sean'Sunnier State: -Company; Botello Lumber.- Code:> IRC 2006, Designer:: Ben•Trafford 2ply.1-:3.4x11-7/8:LP LVI.2950Eli 2 0E: Design Is Adegtiate. ;11,875 d ?3:500. l Rcsults.Sumniar Deflection Reaction(lbs);''Shea'r'(llis)k Moment(W-'ft) I:tive,Load'(in): ITowtoad:(id) Actual 779r 0781 3. f 550049 01) U9688`(0;0l)- Allowabley ' 5250 SUM '�20246. 1/3b0: 0:22)' L/240•(0:32). Indices. :015. 0.07 0.05 0:02 0 03:..... Assemtily;: Default.Load�ng;. Sheath ng b ateriall Non e;;AttAdhment;:None. Ceiling Material;. Vone;AttachmentNone: 'S ans(ft-4n,5i).TWAF&7-8 Span'. !'Bearings _ H; Min 'Size.(in) 2:00' 2100.? D9ax :Reaction(lbs) -497 779 N0 c' d.• Max.:U lift(ills) =0 0 �f115' i C181UfB,h�6bEli Q 9. �' Provide'restraint.atsupports•to..ensu' 1 erat•sta6ility. IewtCpO!rall; t!' R9I?1t t3 P��f�S�ObA FM``��w ATTACH-THE TW:O PL1ES WITH 2ROVl�3:;OF 15d'NatlsAT 12 0 OC STAGGER'ROWS NAJLS CAN BE.DRIVEN FROM ONE'FACE:OR—, -F: : .. -I E, I I.-- E,, , _ NAILS CAN&6:'COM1vI0N OR'BOX NAILS WITH:MINIMUM SHANK DIAMETER'OF Q jIF,' I6d-SIN,KERS:('-1/4')i!4AY BE'USED;'BUT HALF MUST BE DRIVEN FRAM EACHTACE. Loads 'Start I Epdl Tv e ILIN `A' Liication*�Live. Dead ('Location* Livc Dead: Uniform;( lf):. 1:00: Ri`ht;. .0`:S-8 68.28; 34.144; '6=5,=6 68.28 .34,.14 Uniform(.1f)': 1`c00 To" 3'-31 2 100 00 50 00 6 T=$ 1'00.1Q0..... `50:00 Uniforrn'010 .1.00` Too. 0=0=0 8.,7-5 4.37' 6 7`8 •8.75. 437 Wei"ht:( If) 0:90: Too, 0'>0-0 0:00 17;90- 6-7-8 0 00 11.90 *(h m sz) This component°analysis is,based'on ihe;loads:geometry.and other conditions as;entered t>y the user"and listed in this report, Tlie user i:s:responsible,.ta ensure.the:accuracy of the input;and the.'applica6,ili'ty.to tfie actual<conduions'of'the structure for which Ibis component is intended This analysis is valad only;for the product listed Copyright 2009;201U017,2012 All rights reserved by,LoinsTana-Pacific`Corp.4.14.Un�on St 5uite,•2000;Nashv►116'.TN;372:19 Pro�ecT3°3032¢33<h4ember ID M eJ2ndFlcior D ck Framing Version 4 0 11 Fxpires.' n iv/ ])?V2 P'l.60:' Page<7 of 1`3 <e Page'.Break.,»The>Loui_siana kjrj COP6rafion; P iftwd on,03/25/13 at 0�QC1:4SPM I I Page I pf The:.Louisiana Paeifie Corporation. Panted on 03%251:13'at 02 41::,43 PIG: LP Solutions Veesion. 4.0.11 Expires on 12/3l/201T LP J.ob Project: 3032632' Jot ID: Sfngii:Residence Level.:2r.dFloor Deck Framing Member I0..M6f Address:; Builder :Sean,Smmer., States C mpanyf;., Botell6.l.. ec- Code: I:RC:2006 Designer.:: ] Op Trafford; :301y Iw3/4z1;1'7/8 T P LVL.2950Fb 2 0t benign Is<AdequMt 11575, IWI Resglts-Silminary _. .:. _ Deflection I Reaction.(Ihs)(`Shear:(lbs) :Nfomenti(lb'ft)' L�yc lLoa. (In;l Total Load'(tn)_ Actual .. 1984 :-1902'_ -4469 U7.1,61(Q O1:), ".L/4962(Q 01:) Alfm"bl.e, 9`004,1 J 1`2053• 30368 L/360'(0.18`:. Indices: 0:20 0 f6' 0,115 0:05' ;0.05 Asscinbly Default Loading; Sheathing Material No n&,,AAttachrnent None Geilin _1Vlato :L. No ,Attaclunent Norie: ��tN G ��s Span ab: 6-0=0 fins slnature hs:,be8 CT. clnat( r!(.711y tf113lriiCi No 36044 Beanri s Max R.eacno(lbs) 1984.:, 1769 - ApO�fs®01IA Providefrestraintat stipporte to ensure lateralsstab.,ilty: ATTACH THE THREE PLt* JES WIT11:2 ROWS O)~l6d Nails AT .2.0`OC STAGGER:ROWS: - NAJLS:CAtJ BE.DRIVEN FROM ONE'FACE OR HALF FROM:EACH FACE: NAJLS CAN'BE-CQMIvION•OR>BOX N.AILS WITH MINIMUM-SHANK DIAIVIETER:QF 0 l 31 1:6d SINKERS(3-IL4:';)MAY B:E'U5E0':BUT IdALE;IvIUST BF DRIYEN:PROM'EAC13 FACE.. CONQMTRATED LOAVDS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES ADDITIONAL FASTENERS kkY,BE REQUIREDCONCENTRA--ED LOADS:MUST T3E EQUALLY DISTRIBUTED TO_ALL. PLIES. ADDITIONAL FASTENERS.MAY$ERMUIRED> Loads Start : T'. e.. LDF A Locat�on'.k-Live. D'cad: 'T ocattori•"-- Live' Dead -Concentiafe-&(t ) '1.00. Left: .2=4 1-1 - 1954:03 1'13$25 ., 0 00 TOO . Uniforiri( Ifj 1615r RiE[ :5 070 21'11 -32:48 6 0:0: Uniform('If)' 1:15' Ri 'ht 0 0-0 1 ]`1 -'30,' 1.=0-0: 21.;11 30.7.7 Concentrated:'(7li) 0;90._ Right 0 4-0 0.00 -P:7.1 0.00: !0.00 Uniform( if) T 15, , Ri htt. 13-8-0_ 36,39 756.510=0. 36:39 Uniform•('I., ,1._I S Ritrht. I'=0-0 36.3..9 56:53 2 4-0. 36:39 56.53 _ Ri`ht -Unifoiin( lfj 11:1'S .2°4-0' 3R.OS _= :44 60 3.8'0- -38.08 =60 44 Uniform:( ]f) l':00 Ri''ht„ 5-'0-0 86.25: 4114. 6 0.6 86.25 1 _43 14 Uniform,( lf) 100,. Ri "hi 0=0-0 86: 5: 4.3..13 I-O U 85;2 . 143,13. t Uniform'(pl'f] 1,00 I Rtgfit 1=0-0 64;0 32 34' S 0.0 6,4s69 ;32 34, Project:13032G32�'N4ember'ID MGf72nd Floor.Dec1 FramingUersion A 0 11 Expu4on 12/3T%26I21,P,'7ob: Paae:2;of 2. Uniform('lf): +1':1"5 Riehi Q=O:0 0.01; • 0:00:� l:0=0; 00.1- €0.00 _ . . ' . 05 Rr. ' -00 U0 00 000Unifoim;.( If) 1l h 5 . Uniform.( 'Ifj> I;t00r. Right* `0 0 0. 4 83` U:00. 1=0`=0.' 4`83` `O-0 Uniform..("1f). 100. Sf;O 0 4`83' . . .0 OQ 0 00:. _ 483 0:00 Uniform.(",lf) 1>00. Right:, ]=0 Q 8;22' 0.00., `2-:4`0, -8:22: 4(0;00 Uniform(''lf) 1 00 �' Ri lit:' 3.-8 0" 8i22' 0 00,. 5'0-0; '22. fo;0U: Uniform. l.` 100 Ri' ' ( fl �l :., r '=4.0 .. )` 7"0:89, 3.8::0' 10 89 Concentrated:(lb). •0:90.. Ri'li[` 0=4 0 0 U0; 0 01: 0 00': 000 Unform( .l 1d00': To_} ?8 l 164 0`=0.-0' 23. "2 7=2 y 2328`1 11.64. Uriifnrm;( l.f) v00. To .Uriiforin:(7fy 1':00'.• To': :3"C"6 •2318 1 P.64 6 0-01....... 23:,28' 1:1:64`, VJe, lit'( ]f) 0:90'' . T.op Q=O 0.. 0.00' 1,7'84 6 0=U! 000 This component analysu,'is based on the '—ds,geo.metrY and other conditions as entered by the user and hcted in this`report'The user as responsible,torensure:Elie accu>acy of the mptihand the apFhcabil ty to the'.actual:condtiions of lho.;structure'fde which this component is intended FThts analysis is valid only,for the pfoducflsted %Copyright 2009,2Q10 201:1,2012 All ngtits reserved by Lau�siana Racific Corp 41'4 tJmon S;Suite 2000,Nashville TN 37219 STR CTUML rN0 36C 4 6 r ,';"lus aign�ture has be�ti: A40F�OarruEa-`�� ?lectcontCAI Y tr n t1 I The Louisiana-Pacific Corporation Printed on 03/25/13 at.0244a 7 PM Pave l of I LP Solutions Version 4.0.I1.Expires on 12/31/M12, LP Job:. Project: 13032632 Job.ID: Singh-Residence Level:'2nd Floor Deck Framing Member ID:M7g Address: Builder: Sean Simmer State: Company. Botello_Lumber Code: 1RC 2006 Designer Ben Trafford 3ply 1-3/4x11-7/8 LP-LVL 295M-2.0E Design:I'S Adequate: 1.1.815 ,l-t'5.2 0 3 3=6`4 34.12: Results Surnm ry Deflection Reaction(lbs) :Shear(lbs) 'Moment(lb-ft) Live Load(in) Total Load(iti) Actual 2705 1522 1562. U38625(0.00) 'L/19313 0.00) Allowable 13781 12053 30368 U360 0.11) U240(0,1.6) 1 Indices 0.20 0.13 0:05 0;01 0.01 Assembly: Default Loading: SheatWna Materiak ?lone,Attachment:None Ceiling Material: done,Attachment:None. S ans(ft-in-sx)Total3-9-12 Left Cant I San �E or 44s� 0-3-8 13-6-4 m� Bearings UCTU N Min-Size 3:50 2.63 T�11S Signahtfe h85'OL"3fi NO , Max.Reaction(lbs) 12705 202:1 ?(°C;1,0^f nqy:iranSflll4LP� q�� 1O Max Uplift(lbs) -0 -0 I�F�1 1,0 ptt Provide restraint at supports to ensure lateral stability: 4At EM6 * *ATTACH THE THREE PLIES WITH 4 ROWS OF 16d Nails.AT 6.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE:, NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE'USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Loads Start End, Type l LDF App. I Location's :Live Dead. [Location* Live Dead Uniform( .If). 1,00 Right 0=0-0 312.13 156.06 0A I A2 '3.12.13 156.06 Uniform( 10 1.00 Right 0-11-12 229.22 114:61 3-7-12 . 229.22 114.61 Uniform( if) 1.00 Left. 0-0-0 278.94 139.47 0-11-12 278.94 139.47 Uniform( lf) LO& Left 0-4142 23.4,84. 1.17.42: .3-7712 234.84 117.42 Uniform( lf) 1,00: To 0'-0-0 293.13 207.26 3-9-12' 293.1'3 207.26 Weight( l. 0.90 1 To 0-.0,0 O.UO 17.84 .3-9-12' 1 .0.00 1:7.84 *(ft-in-sx) This component analysis is based,on.the loads,geometry and.other conditions as entered b)r the user and listed in this report. The user is responsible to ensure.the accuracy ofthe input and theapplicability to the.actual conditions.of the structure for which,this component is intended: This analysis is valid only for the product listed. Copyright 2009;2010'2011,261.2.All rights rese_rvtd'by Louisiana PacifiitCb.rp;414 Unibti St Suite 2000,Nashvihe,•'TN'3721.9' Page 11.of 14 Page Break.»Tlie Louisiana,Pacific Cocporation.Printed on 03.2:5[13 ai 02:00 45;PM LP`Solations. Version. 4.0.111�.Expires on,12/3.1/201.2; LP;7ob: Project: 13032632. Job ID SinghiResidence. ,Level:2nd`floor.Deck :Framing Ajerriber ID:<M8fi Address: Builder:. Sean:Siminer State: Company,: Botello Lumber Code:. IRC 2006. Designer.:. T en-Tiaffotd 2ply 1-3/4Y9r1/2 LP-LVL2950Fb=2.OE Design Is:Ad0i0 er 9500;. 1 ... X X 3 500 �Rcsults Suminary W.Mctibn Reaction(1bs).'Shear;(Ibs) Moment(lb=ft).: uyv Load.(id , Tbidl Load(iri): k Actual 1521 ]169 _. IJ4925(0 02): U201 -04,): Allowable. 53,44.. 7393: 15275. L/360:(0 22): L/240(033) Indices 0 2.8. A 16 0.1T. !' :0.07 0.1.2 .Assembly; Default Loading: Sheatliing,Matedal:. Attachment.. Cdii.ing Material:: None;Attachment::Norte 'S ans:,ff4n-pi)Total'6=9-6 'S an: tiN Of plf 6 9=6 f�c Bearin s Mm Size,{in) ['2 04:: 2;04 g U , U Max Reaction(!bs), ! 1521` 1;521 4 N6.:3WM Max..U0lifr ibs) I O -0 Phis Signature hag bBO- ' ....�0� µ I?rovIde restraint ar supports to ensure lateial Stability. eleefmnit�l!/lfdn�lil.1. `**4ATTAC14 THE TWO,PLItS'WITH 2"ROWS.'OF 76d Nai1s,AT 12:0 OC..S.TAGGER-ROWS;' NAILS'CAN.B:E'.DRIVEN FROM ONE FACE:OR HALF FRQNI F-ACH.FACE;. NAILS:CAN BE 'COMMON'QR`BOX'NAI S WITRUINIMUM.SHANK DIAMETER:OF 13 0 V` 1:6'd,SINKERS:(3-1/4')Iy1AY'BE:USED;BUT HALF�MUST BE`DRV,EN:FROM EACH'EAGE. ...... _ toads, Stact ..:E:nd LDF: _. A Location*Lrvc bead Locations Live Dead Uniform;( I.f?, 1;15. To 5=4 11: 130:75 204.72: 6 8 14. 130'3-5 .204.72 Uniform;( lf). 1,A1 'T6p 0-0.11 130.;35: 17.8.47 1:-4f'1 130.75 LMP Concentrated(lb) 0:.90: Top 0=8=11 0.00. 35:00 .0 00: 0:00 Uniform;( lf). 4.15 To 1 l:1 153 s7 247:56. 2 8711_ .. 153:57 247.56 Uniform..( lf)' 1. 13: To' A 0=.11 153:57 24.7.56. 5-441 153.:57 247 S6' Uniform.(• 1f) J;151. T T60 2=841: 143:29, 238A I 4-0-11:: 14129 238.11. Uniform_.( If.) LOU? `T'o 5-4 fl 33.34 0.0.0 6 8"-f 33:34. 0:00. Uniform:(lf)... 1.00; To 0=0 1,1� 33'.34 0 00 1 4=411 33.34 , '0:00: 000: Uniforrrt(plf). i'00 T.iip. 4=0 1:1: 02,98: 5 4-4 1,: 529$ Or00: r Project:13032632 Member ID:Wh/2nd'Floor Deck Fiamincr Version 4.0.1,1 Expires on:12/31/2012LP Job: Page.12 of 14 Uniform( lf) 1.00 To 1-4-11 52.98' 01,00 Uniform( lf) 1.00 To' 0-0=1I 60;94 30.41 .6-8711 60.94 30.47 Uniform( lf): 7:00 Top. M-11 62.41 0.00 4-0-11 62.41 0:00' Weight lf) 0.90. Top: 0=0-0 0.00 9.52 6-9-6 0.00 9.52 "Ift-in-sx) This component analysis is based on the loads,geometry and other:conditions as.entered by'the user and listed in.this�report. The user is responsible to ensure the accuracy of the input and'the applicability to the actual conditions,of`the:structure for which this component is intended. This analysis:is.valid only for the product listed.. Copyright 2009,2010,2011,20:112 All rights reserved by Louisiana`.Pacific Corp.,414 Union St Suite 2000;Nashville,.TN 3721.9 <<Page.Break»The Louisiana-Pacific Corporation Printed on 03/25/13 at 02:00:45 PM. *�tN OF N. s tlorulu No.36044t 0 ;0 fig 4kAL E [his sign.'tWrehas>beet, 10�Qttclniclly transrs � i Piae,13'of 14. Page..Break.»The L_ouisiana Pacific Carporat on'Rririted on 0/254J.at M,i0Q.*,45:PM. LP Soltwons `Version 4..0.H-Expires on.l'213ll-0Ofl LP.Tob: Project: 13Q3:2632 Job; : Singh Residence. L'evel;`2nd.Floor.Deck Framing. I14em�er ID;'M9i; Address:::. Bt ilder Sean,S miner_ State: Company;:: Botello.Lumbm Code;. IR'G2006; Designer::.: Ben,raffor'd:' 2ply 1-3/4x9-1'/2:LP, LVL""2950Fb:=2.0E' :Design Is Adequate< - .9.5110; ResulfsSuirlii rx., - Deflection.: Reaction(!bs):IShear(lbs Moments(11i-ft)'I'Liwuad(in . J'T6fW,Load` in) .. ActuaG; J 9 I]:82' 1 378> G45.: L/24262(O:UO):_ IJ12131:(O:UO)` Allowable 1:91871 1393 :15.147, 1. U36.0(0,13): JId240.(0.'20),, Indite"s. 013: 0.05 0::04 0.01_ M.02 ASseMblA:: DefaulrLoading:: Sheathing Material:: Attachment:. :Ceil n ,Material: Norte;Attachmenti None :S. ans'ft-in-sz)Totahq,9 3 an: t Right-Cant..-.:: Bcann s -. oao �N :.Mm S:ize(ih): 2.04 3.50 Max.Reaction(Ibs), :526 1`1`82: . .. : h15 S(gnatowhaS been No 3 U 3 Max. �?IQC11Qflii allje lt�tli311�1i 4. Provide restraint at supports to ensure lateral mability: 'O4e�f��&T� 01IA1 E ***ATTACH THE.TWO:PLIES'WTTH.2`ROWS:OF.16d:Nails°AT.12 0':QC.STAGGER ROWS' . ,NAILSTCAN BE PRIVEN FROM'ONE-FACE OR HALF FROM:EACHFAM, NAIL'S CANT E' CONYl:1VION ORBOXNAILS-VYITH'NINIIvIUM:SHANK DIAMETER.,QF 0 13.1" l$d SINKERS'{3-1/4'.)::MAY BE.USED;:BUT I ALFIvIUST BE DRIVEN FROM.EACH'FACE-. Loads I Start I.End - T e; - LDF :A.._ Location'Live. I I)cad (Location* Live IDead: I :Uniform(•`If) 1:00 To ,. 0:'-0 0. 36 0'2: 1`:11:.56 3..Z=9 36CO2 ]>1:156' _. Umforrii:(""lf) 8-0 931.15:; I Tb I7 9 177::81 .'28429 Uniform( lf) LIS, Top 0-0-0 6S,,4V 0:00 3=7=9' 65.61 Q.-Oar, Uniform:( !f);' 1.00:: To 2=$-0: 60161' I .0.00 4-9-3. 60.64 0.00` Wei"lit: "l 0.90 To" 0;0-0. 0.00 9:52 4 9 3. 0.00, 9:52 This componenf analysis:'is based on the:toads;geometry and other:conditionsas.entered by the.userand listed m this•report -The...uses i.s responsible:to:ensure°the accuracy of the:mput and the applicability to tlie>actual'condiiicins of tfie ti;kturecfor whicl thiis component is intended This analysis is::v.alid'onlytfor:,the;pioduci.'IiSted:. YkjjOit 13032632!Member 1D,Iyl9ihnd Floor Deck.Framing Version 4 0 11 Expves'.gn 1�/3'1'/20i?LP Job; „ - Fap.14.of 14 Copyright 2009,2010';2011,201.2 All rightsR rese"rued by,L'ouisiana Pacific Corp 414:Unusn:St Suite'2000`Nashville„TN 371. Page 1 of l The Louisiana-Pacific Corporation Printed on 03/25/13 at 02:25:09 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13032632 Job ID; Singh Residence Level:.l st Floor Deck Framing Member ID:JIa Address Builder: Sean Simmer State: Company: Botello Lumber. Code: IRC,2006 Designer: Ben Trafford 11-7/8"LPI 20Plus at 16:0 oc Design Ts Adequate k.2.500 1598 16-04 '31=9-12 Results Summary Deflection Reaction(lbs) Shear(lbs), Moment Ob-ft) Live Load(in) Tota[Load(in). Actual 1430 '704 2232 L/1172(0,16) L/938(0.20) Allowable :2562 485 3755 L/360(0.52)' L/240.(0.79) -indices 0.56. ,0.47. 0:59 0.31 0.26 Assembly: Default Loadings 40.0'psf Live. ,oad,.1;5 psf Dead Load,O:O lb.Concentrated Load,0.0 psf Partition Load Sheathing Material: '23/32.Top-N6tch 350 4x8,Attachment:Glued and Nailed Ceiling.Material: None,Attachment:.None. IS pans:( in-sx)Total31=942 Span San 1.5-5-8 1.6-0-4 or �flc Beatings Min.Size(in) 4.38. 5:25 4.38 '^ Max.Reaction Obs) 500 1430 507 C URA- rtlis ignattrre his veers Nassoa4 Max.Uplift(lbs) -0 -0 -0 ,l *oniGallj, (ransMAi'Pe I p� Provide restraint at supports to,ensure;lateral stability: OL PROVIDE.LATERALBRACING'FOR.THE:BOTTOM,FL.ANGE AT 70':INCHES: Loads Istaft I End _ TV e ILDF JApp. Location's. Live Dead Location Live: Dead: Uniform l- 1:00 I To 0-0-.0 53.33 20.00 31-9-12 53:33 ,20.00 This component analysis,is based on-the.loads,geometry;'and other conditions as entered by the user and listed in.this report. The user is responsible to ensure:the accuracy.of-the.input and the.:appli'cability to the actual conditions of the-structure for which this component is intended. This analysis is valid only for the:product.listed,. Copyright 2009,2010,201112011 All rights reserved by Louisiana Pacific:Corp..414 Union"St Suite 2000,Nashville,.TN 37219 Rage t df I- P, . The:Loutsiana Pacific Cor oratton Printed on.03/25/I3:at.02 2G:29 P1GI, LPSolutions: Version 4:0.11 Nims on'1,2131/2012 Ll,P Job:: Project: 13032632 'Job-im: Singh Residence level :Is;Floor:`Deck Framing )Member I'D:J Address:: Builder.:- Sean'.Sifrirridr State: Company:.. Botello,Lumber;. Code:. IRC.2006, PesigbO-,, BenTraffor•d, :11 7%S''LPI 2QPlus:at 16 O�.oc U'esign Ys:Ade:quat"e= _ .�. - �� - _ez : ResuCts`Suinina Aetlection: ;. lVlocricnt:(.lb_tt,: Uve Load(in) :Reaction(Ibs) :Shear.(lbs)- Total Load.(tn) t ;Actual:. 1345 ;658 _.1989. .: L(1201:(0'a'6) Ll9 i4(0:20) A1lowalile. 2562. P485; 3755* U-360(0 52) , ,124,0 0 79.) Indices 0.52: :0:46 0:53 0:30 0.26 Assembly pefaul:Loading, 466 psf Live:L'oad,:1:5`psfDead Load 0 0`Ib Concentrated Loa4;,,' O:.psf.Partttioa Load:; Sheathing Material's. �3/32`Top Notch`.350.4x8;Atiachment..Glued and Nailed: Ceilin ,,Materia!' .. None.,Attachment:-None, S `ans:(ft m-si:•:Total�29 9°12_' � _ San 13 9- f 46 0-4 1N 1lF:bgs�� Bearro s, N Min=Site(in)_ 4 38 `5:25 4.35_. _ Thls'stgnature has-:beett ; c :Max:Reactton,(1b5) T 435;. 1340 `..508: °�31 (rpn)"r, �J rA(19tt115eCt 0 3&04�4 Max U lif-(Ibq) 0 70 Provide:,restratnt at supports to:ensure lateral stability:> PRO\tlR>;LATERAL-ARAGTNG'>FORTHE BOfiTOMyILANGE AT 75':INCHES` _. Loads.' I Start EiB Type LDF` A Location Live. Dead, Gocatton.-, Liv.:e. Dead To 0.0.0 _:53 33'.._.. ..20 00 Uiuform !f)' <100` - Thtscomponent analysts is based'on the:loads gegi, arid other,condition,,as.entered by the user;and fisted m thls::report.;The user is resporisible.to ensure the accuiacy,of tfi- nput'and the applicability to;tl a actual condttions of thesiructure.for which this. component 1s ihiended Tlits analysis is valid only for the;product listed - Copyngtit 2009,2 I fJ;2011 ZU 12,A11 r�ghts:,reserCed.,y,Lc w�tana Pacific Corp 4b4 Uhion'Sf Suite 2000,Na'shvill.e;TN 37,2,t9' Page I of I The Louisiana-pacific.Corporation. 'Printed on 631/25/13 at.02;27 1-27 PM LP Solutions Version 4.0.111 Expires on 1213.1/21012 LP Job: Project' 13032632 Job.ID Sifigh:Residence Level: 1st Floor Peck Framing Member ID.Di Address: Builder:. Seam Simmer State: Company: Botello Lumber Code: IRC 2006 Designer: -Ben Trafford 11.7/8"LPI 20PIus at 16.0 or- Design U Adequate 13-9-8- 14-0-4- .27-912' [Results Summary Deflection Reaction.Obs)[Shear(Ibs) JM6ment,(lb-ft) Live Load(in) Total.Load in Actual 1263 61.7 1 1057 U 1665(0.1-0) L/I 319(0.12) Allowable 2595 1485 I'l 72, U360(0.46) L/240(0.69), .Indices 0.49 0.42 0.90 0.12 018 Assembly: Default Loading, 40;0 psf Liveload,15 psf Dead Load,0.0 I,b Concentrated Load,.0.0 psf Partition Load Sheathing Material: .23/32 Top=Notch 350 434Attachment:Glued and Nailed Ceiling Material: None,Attachment;None, Spans,(ft-in-sx)Total.27-9-12 of I Span I Span 113-9-8 1 14-0-4 VI Bearings UCTU Min.Size(.in) 4.38 7.50. 4.13 This,signature haS been No., 40 electronically transmio - �t, 444 Max..Reacdon.(Ibs) 44Y 1'265 'Max.Uplift.(lbsJ _0 -0 1 -0: Provide restraint at supports to ensure lateral stability., ILoads I.Stwrt 'End JTvpe I LDF IAPP. I Location*I Live -1 Dead Location*I Live I Dead, I Uniform(Olf) 1 1.00 To 13-w9-8; [_13.33 1 20,00 27-9-12 1 53,33 20.00 Uniform(plf) I LOO I TOP- I O-O-O' 1 54.58: 1 20.47 11-9-9 1 54.58 20. (ft-in-sx) This component analysis is:based on the Ioads-_geo metry-and other conditions as entered by the user and listed.inthis-report. The user LS'responsible-to ensure the:accuracy,of.the: put,and.the applicability to the actual conditions of the-structure for which.this component is intended,. Mended. This�an;�d.ygisit.'valid,orilytor,th�.-produ.ct.list.ed; Cop I yright,2009,201 O,ZO 11,20.12 All rights,reserved by'Louis'iana Pacific Corp..414 Union-St Suite,2000,.Nashville,TN372 19 i Pace l,of. The.Louisiana�.Pacifk Corporation Printed on 03%25/1.3 at 02 29:'3.3 Plot. LP.Solutions: Version 4;0,:11'Ezpitesonf2(31/�0']2. LP:Job: Project: 13032632 7c li'ID:, Singh Residence Level TA.F1oor Dec} Framing Member-ID J4J1_ Address'. Builder.;s Sean:Sunnier; State; .Company: 'Botel,lo Lumber: Code:; IRC"'200& Designer". B'n.Trafford !I 7/:8"LPI 2UPlus:at 13.tbc..Design Is:AdeUw- quate; 1 : 11:875: l h�'2 500 6=9 10;. 14 0 4I, :Results'Suns nar Deflection Reaction:(Ibs).`Shear.,(Ilis). , 7V1°pinent(Ib ft) Live;L66d.(in) I Totah.Load;.(m); Actual., 904 575 1]:41 U1832'(0:091 U,135] '0,12. Allowable 2'S95 14,85' ;1$70 L/3b0:(0:46) L`/.240(069)' _ . Indicesr 0.38 `03,9 O.G:I. Assembly Default-Loading:: 40:0,psf Live,Zoad,f5 psf:Dead Load''0' 'O:lb Concentrafed Load- 0 0 psE°Parfiii in Load; Sheatliin"g IvIateriaL 23/32 Tap=Notch 350.4it8,Attachment,Gttm:-an. Nailed 'Cain ,Material Noire;Attacliinerit Done S ans(ft m-sx)•Total'-2U-9 14 "SO an San �� Of�t�ffgcy 6 9-.10 _ 14-0 4 N Bearin s' $ UCTU _.. Iv1i,n, Size(in) ,. 2:00; 7 50. 1: 4 13, No!U 44 TNS, signature)has b88tt. � O. Max.Reaction(lb's) 143 984: 438If �fO111fH§ 1rafI31Yl9e(f' Apr e Mak U lair �Ibs). _12:1' 70• -0= oe�. &'t Provide•restrai a"t supports WOsure`laferal siabiIity; fjt�o�Al.E'�I I:oadss [Start End (T.`e I'tiDF ,4 I Locafion* Lwe• :"Dead 'Location . 'Li"ve Dead' IJn►forii;( .tlj 1 00: T6p 53.33 .0.M&I 20 9 1.4 55<33 <20.00 Uniform lf) 1, ;1•,'00 To '.0=0.,0' f 4135 16:41. _7'1=2: •43:75- 16 41•. This component::analysis is based-,;on the'loadc, eometryand other cond'tions as entered by'the'user:and)sted in thrs;report<.The-usei. , phcblity wM s,is re mthe;;2p n component is intended 'Thts analysis�s.,vhlid'only,:for the;product i'ited.- Copyrigh`t.2009 2010 201:1 20t2.All ngtits reserved by LQdiMana Pactfic:'Corp 4.14 Uiugb<Si Swte 2p00 Nash�ntle,TN 372 19 f Paged of l "The Louisiana-Pacific Corriaration Printed on 03/25/13 3t02 3.0 19:PM- LP$olutions Version. 4.O:d 1 Expires on 12[31/2Q'12 LP`Job: P.roject:. 73.03263.2: Job`ID: SingH Residence Level-'1st90.0r.. Framing 141embcr IDJ51 Address i Builder,:. -Sean:S mnier 'State:. Company.:. ,Botello Lumber` Code: iRC:?006,� Designer:, >B,en'Trafford 1;.1 8." LPI'20 1t s:at 16:Q:oc DMign'Is:Adequafe %F 2:500. _ 14:0-4' :Rcsults:Sumigar.. Deflection;:.. Rcaction:(lbs)`Shear(lbs) Momerit:(Ib-ft .Liye`I;oad tn) T.otal Load'.;(�n Actual 513 1 `495 1.668: U1305,(O-A2), .'1/952(0 17) 1:141; ' 1485 3755 L/.360:(0.45: L/240'(0:67) Allowable. : ) Indices 0,45 _ 03.3 0.44 0.-27 0.?5` Assembly DelaultLoadtng, 40 O;psf Live•_Load: 15:p5f Dead Load;O 0 lb Concentrated Load;0 ODpsf Partiiioii Load .Sheathing IVlateral': 23/32'Tap=Notch 3564a8,Attachment Glued;and Nail ed. t 6ilin"A Mate nal; No' Attachment.None S aiis'(ft m-sx'Tot il,14=0-4 - N 0l'p S':an. . 14=0 4 4 'Brin�s ca 11CTU., Min.:Size in) .. 3 75, a >3 i"ius signature h5 been- �0 Max R'eacaon°(1bs) 513' 515IP.r,'ff0lttr {l�r!t'8f1111ltKPCI Max U`hft lbs 0 0. lfsf/ONAt 4a6r� :ProvideJestramt.at supports to`e Ore lateral stab l%ty::. Loads Start, Di T g yl _ , 11EIF` A L'oca666i-.lAve Dead: Dead Unifom- 'lfj l 00! —t'�T,6p, 04-0` 53 33' 20.00 a 4.0`4 i 53:33 20.00' *(ft ih-sz) This.eomponentanalysisas.based•on the<loads•,poinetry:and other conditions as entered by the user and listed 1n this report.. The user: is responsible to en-...ilie accuracy of'fhe inpii[and the:appLcability to..theactual conditions of thestructiire;fbt.which,this component is�intended This analysis itwalid onl:y:for the pioductilisted. Copynght 2009;201Q 20J I,2012 All rights reserved by Lou�s�ana Pacific Corp 41'4'tinioir;S.t Suite2000 Nashvil}e,TN 372:19 I Page 14 of 15 Page Break>>The Louisiana-Paeiric.'Corporation Printed on 03/25/13 at:02:14:.45 PM. LP Solutions Version 4.0.11 Expires on 12/31120.12. LPlob: Project: 13032632' Job ID: Singh.Residence_ Level:.lst Floor Deck Framing Member ID:Jon Address: Builder:: Sean Simmer State: Company:: Botello,Lumber Code: IRC 2006 Designer: Ben.Trafford 11-7/8''LPI 20Plus at 12.0 oc Design Is Adequate 11.875. .t=t'2. 00 Results Summary Deflection (Reaction(lbs) $hear'(lbs) Moment(lb-ft) Live Load(in) I Total Load in Actual 129 124 140 L/18042.(0.00) 1 L/1.3531 0.00) Allowable 1001i .1485 3755 U360(0.15) 1 L/2.40(0.23) Tndices 1 0.13 0.08 0:04 0:02 0.02 Assembly: Default:Loading: 40,0 psf'Live Load,;l S psf Dead Load,0.0 lb Concentrated Load,0.0 psf.Partition Load SheatMrle- Material; 23132 Top-Notch.350 4x8,Attachment:Glued and Nailed Ceiling Material: None,Attachment:None. Spans(ft-in-sx)Total°4-10-2 Span 4-10-2 Bearings, tb OF y�f Min.Size(in) 2.00 3.75' Max.Reaction lbs) 129 138 t� N LMax,Uplift(Ibs) -0 -0. STRUCTUi3AG Provide restraint at supports to,ensure:aateral stability. No.36044 �. .r♦OF J0�8,r�a`v��4 aw�t E Phis signature has beeil �le�;ronirally tfanamiti�d Loads Start End Type ILDF JApp. .Location*I Live Dead; Location* :Live !:Dead: Uniform( lt) 1.00 1 To 0=0-0 1 40.00 15.00 4-10-2 1 40.00 1 15.00 *(ft-in-sx). This component analysis is based.on•the:loads,geometry and other conditions.as entered by the user and listed,in this report. The user. isresporisible to ensure }e accuracy of the.input and.the applicability to the actual.conditions of the structure for which this component is intended. This analysis is valid only for the product listed: Copyright 2009,2010,20.11,2012 All rights reserved by Louisiana Pacific Corp.4.1.4 Union St Suite:2000,Nashville,TN 37219 Load.factors LOAD:COMBINATIONS &PATTERNS. LOAD.PATTERNS _. Total load(downward) Type 11LDF ;Start I ForceX' I F.orceY ForceZ JEnd ]ForceX (TorceY J.F6rceZ Project:13032632 Member ID:J6y/29d Floor Deck Framing Version4.0,11 Expires on 12i31/2012LP7ob: Page 15.of 15 D 10.90 4-7-2 0:000 73.750 0.000 - - - - L 1,00 4-7-2 0.000 -I0.000: 0.000 - D 0.90 0-1.70 0.000 1,250 1 0.0.00 - - - D 0.90 04-0 0:000 -15.000 0.000. 4=7-2 0:000. 4.5M0 0.000. L 1.00 0-170. 0A0 -3.333 0.000 1 - - - L 1.00 0-1-0 0.000- 40.000 0.000 1 4-7-2 0.000 4Q.000: 0,000 LOAD COMBINATIONS&PATTERNS Un-factoredLoads Dead:Load Only(1) Design Stresses Patterns: I LDF JRI I RI V (M. LL1 ITL1 Maximums 1 -35 1 •38 -34 38 0:0000 -0.0011 Total load(downward) 0.90. -35 1 -38 -34 38" 0.0006 010.011 Dead+Floor:(2) Design:Stresses Patterns I LDF JR1 'R2 V M LLI. TLI Maximums 1 -129 ` -138` 124 140 -0.0028 0.0059' Total load(downward) 1.00 1 --t29 1 439 7.124, 140 -0.0028; -0.0039 N: TRU ' 4No,38. ISTS Fh.Is si0nature.has beef �(�ctconicayy tr�n�rr�1�� i i Page,1 of.14 The:Lou siana Pacific C:or,.porat I ibn. Printed on,031.25P13'.at:oz"ls 53 PM" LP".Solutions Version- 4O;:I]..Expires on.12131/20:12:. LP Jol'. P.roject:; 13O32632; Jol ID Singh'Residence eVel Ist:Flbor Deck; Flaming, iVZember 1D Mla, Address.: Builder.: Sean:Sitrimer. State: Company : Bote]lo Lumber: Code;. IRC,2006: Designer:; Ben Trafford. 3ply 1=3/4xll;7/$LP LSL175E'; bbsi n Is Adequate: :i 11.875: 5�0, Mesuits Sdmina Deflection, Reaction(ll s Shcar'(I_bs 1 b.fikrif.(lb-ft). "Live..Load(in)` . 1 Total Luad(in)' :Actual 7970 248c 93: L/I.(OsQO) �j. Uf(0.00)-, Allowable>> 10106 17041• `25744;. L/360(0.05)� ' ,L/240(607) lndices. 0 79 V� 0 01,;_.. : 0:00 0.00 0,-.00,1. Assembly:; Default Loading: _ Sheatliiiig MateriaG None,,Attachment None= :Cedin+,Material None,.Attachmen( None. Spans. ft m-sz).Total S an. 2 1_8 a" f S. OTU- $earin s IJ0. Min.Size(in_) Nlax..Reaction(lbs) 4I4 7970 i0oo�f®►BT��` r�[O1rAL I_ Provide>restrairiTatsuppoits.to ensure lateral stability. ` �AGFACH-,THE THREE PLIES WITH,;2 ROWS OF:IOd Nails AT 12;Q.00 STAGGER,ROWS" fhls-signaflire has been'_ NAILS CAN BE-DRIVEN FROM ONE FACEOR HALF FROM EACH'FACE•; NAILS:CANBE:C•OMIv10NOR<BOXNAILS WITH MINIMUM:SHANKDIAMETEROF0.13F' afi�f19fn1 . t6d SINKERS-(3-1/4");MAY BE,USED-..BUT HALF MUST BE-DRNEN=FRONT EACH fACE;. Loads start: I.End. Tv c LLDFV A .L'ocationt ati;Live Dead. Location* Live! bead. Concentrated(lti) 1 't5. To ]'-11--12 ' 17.50: .:2609 12 A00' 0.00: Concentrafed.'(lb) J. L15: To; 1244- 8:75 :11,6.7 ConcentrateiJ(16) '1"15 To" I`:1'0=0 '8.75 1'1':67 ' ' 0, 0{ Cancentrated'Ot 00" To 1=ll 12 000 Concentrated'(lb) i;QO:' T.o,, 2=01:0,:.. 431,85 2t.9:1Z Uniform( Ifl' ];00 Td: 0:0-.0 3:1..04' 173 5is : ":'2 1=$: 31.104 1.<73 53. Uniform( lfl' T 00': To ; 0=1-2. 17'03 8:52: " 1-9=2• 17M 8.5'2: UniPorrr4:'(`If) ]..1;5. To 0`=0=0. 60.0 80`:00 1 .9-.2 (. 6.0;00 '8 00 yVeiefie:("lf) 0=90 To Q=0 0` 0;00 20:78' 2 l=8 .. 14,607 _ ;20.78: *(ft-in-sx) Thi"s:coinponentana]ysts is based on the:1oads,;geometry,and other conditions a's entered by fhe user:and listed m thisreport.;'The user is responsiblesto ensure the accuraci•of tjie inpdrand the apphcabilityto the actual•conditions;of the structure-for which his component ist intended This analysis is valid only for the productlisted Cop ynght_2009,2010,"701'1,2012°A11 rights reserved by LoAisiana PacificCoT.414U4on S:t Suite 2.000,.Nashville,:TN 3721i9 c< Page Breal »The Loatsiana Pacific Gorpotati Printed on Q3/25/13';ar02 Is;53 P1VI` Page 2 of 14 Page Break.>>The Louisiana-Pacific Corporation Printed on 03/25/13 at 02;18:53 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 1303202' Job 10: Singh Residence. Level: IstFloor Deck Framing Member ID:M2b Address: Builder.: Sean-Simmer State: Company: Botello Lumber Code: 1RC 2006 Designer: Ben Trafford 3ply 1.3/4x11-7/8 LP-LVL.295M-2:0E Design Is Adequate �.1.1375 -� 6:250 8-8-A 8-t1=14. 17=10-10 . Results Summary. Deflection Reaction Obs)I Shear(lbs) Moment(lb-ft) Live Load•(in) Total Load(in) Actual 11,805 8963 1 241,78 U949(Oil1) 'L/651 0.16) Allowable 13781 12053 30368 L/360'(0:28) L240(0.42) Indices 0.86 0.74 0.80 .0.38• 0.37 Assembly: Default Loading: Sheathing Material`:: Attachment; Cei)ins Material: None,Attachment:None p b S ans(ft-in-sx)Total 1740-10 Span. I San Rilght Carit 8-8-4 1 8-11-14 0-1-8 $ SCHEEL STRUCTURAL Bearings- ( No.360M Min,Size,(in) 3.50 5.25 5.25 �trttdT4� Max.Reaction(lbs) [ 11SO5, 16548 12506 4F�fI/OVA`tM�� Max.Uplift(lbs). -0 -0, -0 Provide restraint at supports to ensure lateral stability: **°ATTACH.THE THREE PLIES,WITH 2 ROWS,O'F Bolts:AT 24.0OC, This signature has i}eea 1/2"-DIAMETER ASTM GRADE A-307(OR BETTER)BOLTS:USE WASHERS'ON BOTH FACES. -31Ktronically tr narrhtt._ d NAILS ARE PERMISSIBLE BUT NOT REQUIRED. Loads, IStart End T c LDF App. Location's Live Dead Location* Live I Dead Concentrated(lb) 11.00 To 17-5-1.0 5.066,69 4365M - 0.00 0.00 Concentrated(lb) 1..15. Top 17=5-10 34150: 0.00 1 0.00 0.00. Uniform( If) 1.00 Top 164-8 1 ,834.62 312.98 16-10-15 934.62. 312.98 Uniform:( If) 1.00 To 0-6-12 780.24 292:59 3-2-12 780:24 292:59 _ Uniform( if) 1:00.' To 3-2-12 733.63 275.11 ]6:1=8 733.63 275.11 Concentrated(lb) I M To 0:-0-4 1694.72 1010A7 - 1 0:00 0,00 Concentrated 1b) 1.00 Top 3=4-12 -26:29 -115.48 - 0w 1 0.00 Concentrated(lb) 1.00 To 3-4-12 6444.33 3896.05. 0.00 0.00 Uniform( lf). 0.90 To _ 0-6-0 0.00 60.70 0-2-0 0.00 60.70 Weight( lf') 0.90: To OA-0 1 0.00 17.;84 1 17-I0-10. 0.00 17,84 This component analysis is,based:on the.loads;.geometry and other conditions as entered by the user and listed in this,rep6tt. The-user is responsible to ensure the accuracy of the input.and the,applicabilityto the actual conditionsof!he structure for which this component is intended. This analysis is,valid only for the product.listed. Copyright 2009,2010;201.1,201,2 All rights reserved.by LouisianwPacif c:Corp.414 Union Suite-2000,Nashville,TN'3721:9 i Priject'[303'632,Member iD M2b/l,_ScFlb peel.F ammg Version Q 0 t],Exnveg on 12/3a`/261 CP'Job Page3 of 1.4: «<Pa e.Break?>The.LoutSiana,PlCtfiC COI pOlCattoll Printed on 03/�5/13 at 02 1A,'53 P.M Page 4 of 14 Page Break»The Louisiana-Pacific Corporation Printed on 03/25/13 at0218:53 PM LP Solutions Version 4.0.1.1 Expires on 12/31/2012 LP Job: Project: 13032632 Job ID: Singh Residence. Level:1st Floor Deck Framing Member ID.:M3c Address: Builder Sean Simmer State: Company: Botello Lumber Code: IRC 2006 Designer: Ben Trafford 2ply 1-3/4x11-7/8 LP-LVL 2950Fb:2.0E Design Is Adequate ' 11.87..5 3..500 14A-0 Results Summary Deflection Reaction(lbs) Shear(Ibs) Moment(lb-ft' live Load'((in) Total.:Load(in) Actual 1118 1065 3509 L/21.18. 0.07) L11346(0.12) Allowable 8652 8035 20246 U360(0.44) L/240(0.66). Indices 0.13 0.13 0.17 0.17 0.18 Assembly: Default Loading: Sheathing.Material:: None;Attachment:None Ceiling Material: None,Attachment:None Spans(ft-in-sa)Total 14=1-0 . Span 14-1-0 0 Bearin s HEEL N Min.Size(in) 4.38 7..25 CA STRUCTURA 64 Max..Reaction.(lbs) 1118 No.:3 874 �� Max. Uplift(lbs) -0 -0 ,.* pt6YS Provide restraintat supports to ensure lateral:stability. o��Xs/0ItA1.t'�t"�� ***ATTACH THE TWO:PLIES WITH 2.ROWS OF 1.6d Nails AT 12.0 OC,STAGGER ROWS 1'hiS signature has bP.efl NAILS CAN BE DRIVEN PROM ONE FACE OR HALF FROM,EACH FACE: a�9#:IfOtI�C��1}' iC1(16TiI NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF.0.13.1" 16d SINKERS (3-1/4")MAY BE USED,BUT HALF MUSYBE DRIVEN FROM EACH FACE. CONCENTRATED LOADS MUST BEE QUALL.Y DISTRIBUTED TO ALL PLIES. ADDITIONAL.FASTENERS MAYBE REQUIREDCONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL.'FASTENERS MAY`13E REQUIRED Loads Start I End 7: a ILDF I App. Location*I Live Dead I Location*. Live [Dead I Concentrated(lb) I L001 I Left 18-9-10 308.00 154.13 - 0.00 0.00 Concentrated(lb) 1.00 f To 3-6-6 540.00 270.00 - 0.00 0.00 Uniform 10. 1.00 f To 8-11-6 33.33 12.50 1341-4 33.33 1.150 Uniform( lf) 1.00 To 0-0-0 .26.25 9.84 8-]1-6 26.25 984' .Weight( 1 0.90 To 0-0-0 0.00 1 1':1.90 14-1-0 1 0.00 1.1.90 F'rojecr t'303?632'`Memtiei IF) M ic/t�t.I loo<<DOc Frnnung VOs on 4 0 11,Erp>reron 12[3:1/2012LPd bt Page S'or 14` This component;analysi's`is baeed iin tiie`loads;geomelry::and otlieccondttioris as entered by<,therurer>ind listed tn.this report The User, is responsible;tb ensure the tacturacy of the in and tfie aPpbcability to the actual:cond bons of th'e structure;for wF ich.this: component is intended This analysis is valid onlyifor the gioduct.listed 'Copyright 2009;201Q,2O11,2O12:Al1.ngtits,-reserved by-ot iytanaToicific:C&p 414UnionrSt Suite 20.0.0,Mshville,.`TN 332'19: Page:.Break:z>The_Louisiana`,pacific c.,6f ration Footed on 03/25713 at U2 I;8;S3:1?Iv1 i i i I i Page.6 of 14 Page Break>.>The Louisiana-Pacific Corporation Printed on 03/25/13 at 02:18:53 PM LP Solutions Version 4.0.11 Expires.on 12/31/201.2 LP Job: Project: 13032632 Job ID; Singh.Residence Level:l stFloor Deck Framing Membcr ID:M4d Address.: Builder Sean Simmer State: Company Botello Lumber. Code: IRC 2006 Designer:. Ben Trafford. 2ply 1-3/4xll-7/8 LP-LVL 2950Fb-2.OE Design Is Adequate ' 11:875 kt 3.500 13-9-8 Results Sununary Deflection Reaetion(lbs)IShear lbs) Mbmeni(lb-ft) Live Load(in) Total Load",(in.)' Actual 1266 1 1200 4407 L/1746(0:09) U1160(0.14) Allowable 8652 8035 20246 U360(0.44) U240(0,66) Indices 0.15 O..L5 0.22 0.21 0.21 Assembly- Default Loadjng: Sheathing Material:. None,Attachment:.None Ceiling Material: None„Attachment:None [Spans(ft4n-sx)Total 13-9-8 Span 13-9-8 rt Bearings as Min.Size(in) 4.38 3:.75 y SCHEEL N Max.Reaction,(lbs) 1266 965 STRUCTU Max.Uplift(]bs) -0 -0 No.36M0 Provide restraint at supports,to ensure.lateral stability. 01G.recQ►`1'��4 �ffflONAL 4A6�� *"'*ATTACH.THE TWO PLIES WITH 2 ROWS OF'I6d Nails AT 12.0 OC.STAGGER ROWS `flts sIgnahu'e has bgel1 NAILS CAN BE.DRIVEN.FROM ONE FACE.OR HALF FROM EACH FACE. �j pnjr..81I tranano NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK.DIAMETER.OF 0.13.1" l6d SINKERS(3.1/4")MAY BE USED,BUT HALF.MUST BE DRIVEN FROM EACH FACE. CONCENTRATED LOADS.MUST BE EQUALLY DISTRIBUTED TO ALLPLIES. ADDITIONAL FASTENERS MAYBE REQUIREDCONCENTRATED:LOADS MUST BE EQUALLY.DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIRED, Loads Start End Type LDF App. (Location* Live. Dead Location"; Live Dead Concentrated lb): I-00 Ri ht 6-10=2 318.01 157.89 - 0.00 1 0.00 Concentrated(lb) 1.00. Ri' ht 6-10-2 112.68 42.26 - 0.00 0.00 Concentrated.(lb) 1,00 To 3-8.14 540.00 270.00 - 0.00 ( .0.00 Uniform(plf) 1.00 To 641-14 53.33 20.00 13-9-8 53.33 20.00 ('Uniform( l 1.00 `To O�0-0 33.75 12.66 6-1 1-14 33.75 12.66 Wei ht( lf) 0.90 To 0-0.0 0.00, 11.90 13-9-8 O 00 11.90 Prpject;13Q32632.MemberIb:-M4d/1st'FloorD'eck'Franrr Version4.0:11'Expires.on12/31/2012VP.J.gb: Page,7of.l4 'This coriiponent analysis'is based`on the'loads .geometrythd other conditions as entered by,the usetand listed in:this report:-The user is responsible.to ftsure the-accu-accuracy Of-.the input and the apphcabihty to tlie:actuaEconditioiis of:the_structure for.whi,eh this, ,component is intended This analysis is valid onlyfor the pioducr,l sted Copyright 2009:12010,20.1;,1,201,2 All rigl ts.reserved'by Louisiana Phcifi'c Corp 414.Union'Si,,Suite..2000 �asilville,,TN 37219' «Page,Break»The.Louisi'ana Ncific Corporations Printed.on,U3/25/131at Q2 1;853&M I i Page.8 of 14 Page Break>>The Louisiana-Pacific Corporation.Printed on 03/25/13 at 02:.18:53 PM .LP Solutions. Version 4.0.I1 Expires on 12/11/2012 LP J'ob: :Project: 13032632, Job.ID:. Singh Residence Level: Ist.Floor.Deck: Framing Member ID:We Address..: Builder: Sean Simmer State: Company,: Botello Lumber Code< 1RC 2006 Designer: Ben Trafford 3ply 1-3/4x11-7/8 LP-LVL 29.50Fb-2:0E Design Is Adequate 11.875 5 25U 9-1=6 Results Summary Deflection Reaction 0W IShear(Ibs) Moment(lb=ft) Live Load(in) Total Load.(in): .Actual 1613 .1.105 3122 Ul4964(0.01) U3273(0 03) Allowable 5053 12053 30368 L/360..(0:29) U240.(0.44 Indices 0.32 0.09. 0:10 0.02 0.07 Assembly: Default.Loading: SheathingMaterial: None,Attachment;None Ceiling Material: None;.Attacl ment None S ans. ft-in-sx Total9-1w6 Span 9-1-6 Bearings Min.Size(in) 135 4;38 SCH N Max..Reaction(lbs) 1613 16 8 ST N o 316044 � .36 MAx..Uplift,(lbs =0 -0 O Provide restraint at'supports!to ensure lateral-stability. ''i t^D�sTf�i; OFE��IgAL'EM�� ***ATTACH THE THREE PLIES WITH'2 ROWS OF 16d Nails..AT 12.0 OC.STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE:FACE OR HALF FROM EACH FACE. Phis hignature lla5 beef NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.1.31'' 16d SINKERS;(3-I/4".).MAYBE USED,.BUT HALF MUST BE DRIVEN FROM EACH'FACE. Loads Start TEd L'DF A Locations :Live Dcad' cation* Live Dead: Concentrated. lb) J;15 To: 0-0=0 8.75 1.1.67 0.00. '0.00 Uniform( I fl 1.00 To 8-9-0 8.52 125.211-6 8.52. 125,21 Uniform(plf) JA0. To 0-0-14 17.03 88.529-0 17.03 88.52 Uniform( lf) 0.90 To 0-0-0 0.00 761.89 8-9-0, 0.00 161:.8.9 Uniform( lf) 1.15' To 8-9-0 30.00 .0.0.0 9-1-6 30.00 0.00 Uniform 010 1.I'S To 0-0-1:4 60.00. 0.00 8-9=0 60.00 0.00 Uniform:( lf), L00 To 0=04 3L04. 11.64 9.-1:6, 31.04 1 I1.64 Weight( If)__ 0.90 To 0=0-0 0:00 I-T84, 9-1-6 0:00 J IT8.4 r Project.13032632 Marl erID �YheLtst.Floo;peck Franting Version 4 0:11;Facpueson 1 X31/20I MP40 Pa,&e 9 of'14 Tlus•componenu'inalysis is based:nn the:loads 'geometry and other condtti`ons as egtered'b)+ahe user and listed►n ttus report. :The:user is responsible to enstire the accuracy oftlje.mpui and the applicability�to the.ictual conditions ofthe•.structureifor which:.this comp ogent Js intended; This analysis is valid only for the product listed:« . Copyright,2009,2010,20j'1,2012:All nglits'reserved b)P Lo iana Pacific Cote 4(4,Union St Suite 2000 Nashville;TN 37219= «Ncrd4'ieal »The Louisiana-Pacific.Corporation. Primtedlon 03/2o/1 'at 0Z:t8:.5 PIv1: L_ i Page 10 or 14 Page Break>>The Louisiana-Pacific Corporation Printed on 03/25/13 at 02;18:53 PM LP Solutions Version 4.0.11 Expires on 12/31/20:12 LP Job: Project: 13032632 Job ID.: Singh Residence Level: 1 st.Floor Deck Framing Member ID:M6f. Address: Builder: Sean Simmer State: Company: Botello Lumber Code: -IRC 2006. Designer: Ben Trafford 2ply 1-3/4a11-7/8 LP-LVL 205M-2.0E Design Is.Adequate 11.875. 3.500 7-4-1.0 Results Summary -Deflection Reaction(lbs)I Shear lbs) fRoment(lb-ft Live Load(in) Total Load(in) Actual 1 949 1 457 843 LJ19.844(0.00) L/T3229.(0:01) Allowable 9188 ( 8035 20246 I/360(0.22) L/240(0.33) Indices 0.10 1 0.06 0.04 0.02 0:02 Assembly: Default Loading: Sheathing Material: None,Attachment None Ceiling Material: None;Attachment:None- IS Pans(ft-in-sx)Total 7-4-10 Span 7-4-10 ►��N �S fBearings a SCHEEL fH Min:Size(in) 3.50 7.25. " STRUCTURAL Max Reac ion No.36W lbs) 949 ( 339 ,Q �O . Max.U lift lbs) -0 -0 Provide restraint at supports.to ensure lateral stability, rhiS signature has beett ej3r,t,,cnin)ly transtr; P �oJt/,t< �9"4ATTACH THE:TWO PLIES'WITH:2 ROWS OF l6d Nails.A,T.]10 OC.STAGGER.ROWS. NAILS CAN.BEDRIVEN.FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0,131 l 6d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. CONCENTRATED LOADS .MUST BE EQUALLY DISTRIBUTED TO ALL PLIES, ADDITIONAL FASTENERS MAY BE.REQUIREDCONCENTRAT:ED LOADS MUST BE EQUALLY DISTRIBUTED.TO.ALL PLIES. ADDITIONAL FASTENERS MAY BE:REQUIRED Loads [Start End Type, I LDF 1APP. I-Location* .Live iDcad Location" Live Dead Concentrated.(lb) I I Left 0-1-12 339.09 165.79 - 0.00 0.00 Concentrated.(lb) 1 1.00. i Right 2-1.4 300:91 151.47 - 0,00 0.00 Concentrated(lb) 1 1,00 1 Left 0-142 -138.87 752.08 0.00 0.00 Uniform( lf) 1 1.00 To 2-3=0 33.33 12.50 7=2-14 33.31 1`2.50. Uniform( lf) 1 1.00 To 0=1=12 22.92 8.59. 2-3-0 22.92 8.59_ Weight( lf) 1 0.90 Top 0-0-0 0,00 1 11:.90 7-4-10 1�0.00 1 L90 Project:I3032632MenberID:WE/lst.FloorDeckFrarning Version 4.0.11 Expireson 12/37120121:PJob: Pape I oflh 2k(fft-in-sx) This component analysis is based on ttte loads;:geometry and other,condit ons•as.entered':by the user and listedin this report: The user s.responsible to ensure the,accuracy ofahe:mputand the;applic'Iityto the actuA. Lconditions'of ft.9tructure:for which this component is infended. This,analysts is valid orily`for the:product listed:, Copyright 2009,2010,2017,2012 E111 rights reserved by Lbtilsiana Pacaf c:Corp..414 Union.St Suite 2000,Nashvtlle,;TN 37219 Page:Break>>TheLouisiana-Pacific COrporation Printed'on�03/25X13,at 02.18,53 PM i I Rage;Break»The"Loutstana Pacific Gorgoration Pr rited on b3/25/13 at 02 1S`-53 P.M Lp.Solutions Version 4 0:11 Irxpires,on l'?/3I/2-012'' LPY Pmjee€: 13032632 Iof IDa Smgti-Residence Level .1st..Floofbec(c franvng: Member IDl-Wk.,, Address':: - Builder:;: Sean Simmee State:: Company ; Botellb Lum6.et Codes IRG:2006 Designer:. Ben,Tnfford. w. 2ply 1" 3/4x11=.7/8 LP LyL,2950Fb 2 OE Design Is AAequa.'ie,:: 11875 ResWtsSumma - - _ _. -.�Def]ec"lion: . . I Reaction.(Ibs);` Shear�(Ib's) 1VIoment'(Ib ft)'L`tie Load(tn); Total L6ad`,(m) Actual :4.62 269' ` 344 IJI O 00).• .U36000'(A 00) Allowali7,`e 5250 :8035 •20246 - IJ 60'(O.IO): U240"(01'S). Indices 0:09 0.03. 0:02," 0;00 0:00 Assembly: Default Loading: Sheathiria 1vIaterial: None;Attmhriient None' Cerhn Matenal ., None.Attachment11 Nne< Spans:(ft rn sx):Total 3-4 0:: 0 Min.Srze(m) j; 100- 260 ,STRUC7URA1. Ma .:Reacnon;(lbs) 2 ,No36044 45 46 p This si nature tla5 beeq o �gv� . �, Provide:restraint atsuppo.rts We nSure.lateral stability: �;I��t�erocia►,y iransmltt�� .ssroa��E'� ,. *ATTACH TAF,TW.O:'PLIES WITH:Z ROWS OF 16dsNails AT 12 0 OC STISAGGER;ROWS; NAILS`GAN BE,DRIVEN FROM ON)i FACfi OR HALP1R EACH FACE NAILS CAN BE COMMON,OR:`BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0 131"! 1:6d SINKERSBE.USED;BUT HALF MUST BEDRIVEN'FROMEACH Loads Start End T e: Lotion Lue Dead D. d DF t o . Umfo m,( 1f);_ 1:00 Right_: 0-3=2 _ 93 54,;. 35.08: =.2 11 7.4• 93 54 z5 0$ `Uniform.( ,f 1:0.0 Tio O=0=0 I°I1.67` 543'8. :3,20::' ., 1,I167 5438.. Wei 6t.( 1f) 0 9d._.._ ': To' 0:00`, I'�1':40 w3 2=0 0 00. .�I 1 90" _.. This component;a`nalysrs'is based on the loads;.geometry and other conditions as:entered dy.the user and fisted to thts report:: The user. is responsible to:ensure>th- acc,u acy ofalie input and the:;appltcftbility to:tlie.actu .1.cor0it ons of thestrucfare-for which this, ` componenth intended This-and]ti'vand only for the product TCsted. Copyright 2009;2010,201'1,2012 A11 nohts reserv.d by Lowsrana Pacifc Corp.41.4"Umori St Suite 2000 Nashvrlle;"TN 3 '2' > «Eage:Breal :»The;Louisiana=Pacific Corporation Printed on 03/25/13::at I . . Paae 13'.of 14 Page Break»The Louisiana Pacific"C6rporat on Printed on:03/25/13`at 02 18 53 EiM,' P Solutions. Version 4:0. 1`Expires onA2/3.1120.-Q, '.P.46b: Project. 1-3032632 7, bilDs. Singh-lZesidence Levels:lstFloor--Deek Framing ,1llember•ID:M8.i Address:. ;Buil."di r Sean'Simmec State`.. Company.;. Botello.Lumber Codes. MC2006 Designer:: Ben Trafford: 3ply 1-3/4x9.-1/2 LP=LVL:2950 b-2 0-E" :Design Ts adequate; Boa. <K;t S 250: 11-B-4: a2,-.4 Results:S.ummar` Dellcction Reaction"Otis)" Shear'(16s). .aYtotn' (IMO':I`Livc I oad(in) �Total'Loaa(�n) Actual: 1.7043 6437 - . 14914: ... U644;(0 20) U390:(0:3.3) Allowable 32353 1 9643s _. 199.24 W60 0 35): Ll240 O:i53): Indices <'0 53`."-. 0:67 0.75 0 S6' A.ssemlily; Default Loadings: 'Sheathing lvlateriak. Attachment:; ,Ceiling Material:. . None,Attachment:None pans,(ft-in-sX)Total -2- '14 S an Sane 1I 1 1.0: s 11 8=4 Bcarin"s ;SCHEEI.. N .:Min,.Sizp:(in). 16.88. 14:50 22.00. " .S�UGTURAL Max..Reaction,(lbs) 6590 17643' 0, A No.36044" ThiSslgnait�te ilaSL7�,, � o Max U lift ]bs) 0 -0: 0: E, 6r Provide:,' strairit:at supports to:erisure latera gds ,ilit, leG1f00��r+713 ;raOSlTitttEsS iOj�F OrsTMP E�siO�Al.SaS�. "*'ATTACH'THE THREE-PLIES WITH'2;ROWS OF 16d Nails AT 12:0 OC:,S8ubGER'.ROW;S. NAILS'CAN,BE.DRIVEN FROM ONE FACE OR HALFTROMTACH:FACE. NAILS;CAN:BE'COMMON OR;BOX NAILS'WTTH MINIiv1UIVh SILIANK DIAMETLR OF 0 131 ]6d SINKERS-'(3:-1/4"j.'MAY BE:USED,,BIn H-AJLV-UST M'DRI tNFROIv1`EACH"FAd. Loads Start End': T; c LDF :I:App. Location*)Live: ,M;fd' Location* .lave Dead Concentrated":16)' 09O: To 22-9.14 .: :.0,(10.._ 9:01 - 0'00:__. .__ .000_... "Uniforms( ,u), _ 0 90:: 'Top 64'= ' 161 9:8 22-9-14; 0.00; 161.:88; 090 Concentratedllb) To '0-1.=.10- �0.00" fi1.3$ 0:06 0 00. Uniform( 1.,90 To 1 l'-2 14. 419 95' 179:96: 12 6 14 1419.95 I79 96 Unrin�fo ( ]f); 1.00 To 12;6 14 419 97` 24:63 13 10 14 .419.97 24 63" Uniform( :),f)'' :Top IJ:-'2-14 50:73. 73 `-2175 Uniform:( .If) 1..00 To :1276 1.4;_ _ 57 47:.. ,17 :97> .13 10 1.4'! 57 47 _ fi;79 97. Unifomi-,( If-). 1:00 i To 5-10-14 228.65: 85 14 '`7 2 l4 228:65- 85?C Uniform(plf): 7::OQ' Top: 5;7014: 4 43` 1..66 "7 244•" 414T.. i Project:13032632 Member.ID:M8i/I st Floor Deck Framing Version 4.0:11 Expires on 1 213 1/2 0 12LP Job: Page 14 of 14 Uniform{ lf) 1.00 To 4-6-14, -5.27 85.75 5-10-14 -5.27 85.75 Uniform( lf) 1,00 To 0-6-14 -32.81 -12.30 140-14 -32.81 -42.30 Uniform( If) 1.00 hTo 1-1.0-14 -3.3.58 -12.59 3-2-14. -33.58 -12.59 Uniform( if) 1.00 13-10714 -46.27 90.94 20-6-14 -46.27 90.94 Uniform( lf) 1.00 0=6-14 1 L25 4.22' 20-6-14 11,25 4.22 -Uniform( lf) 1.00 To 4-6-14 228:65 -1.98 5-10-14 228.65 -1:98 Uniform lf) 1.00 I To 0-6-14 240.13 90.05 I 3-2-14 240.13 '90:05 Uniform( lf) 1.00 To . 13:-10-14 242.50 47.35 20-6-14 242.50 -17.35 Uniform( 10 1.00 To 7-2-14 269.39. 101.17 11-244 269.79 101.17 Uniform( lf) 1.00 To 3-2-14 269.79 10.1.17 4-6-14 269.79 10.1.17 Uniform( lf) 1.00 To 0-84 210.27 105.14 140-14 210.27 105.14 Uniform( lf) 1.00 Top 21-40-14 307.53 15336 22-9-14 307.53' 153.76 Uniform( lf) 1.00 Top 13-10-14 34.78 -17,39 21-10-14 -34.78 -1739 Uniform( lf) 1.00 Top 13-10-14 181.62 90.8.1 21-10.14 181.62 90!81 Uniform( 10 1,00' To 0-8-1 9.06 4,53 21-10-14 9,06 4.53 Uniform lf) I To 1-10-14 202.34 101.17 11-2-14 202.34 101.17 Uniform( lf) 1..15 To 0-1-10 420.00 280.00 Z2-4-6 420.00 280.00 Uniform( lf) 1.00 To 0-1-10 140.00 0.00 22-4-6 140.00 0.00 Concentrated(lb) 1.00 Top 22-8-15 6.54 2.45 - 0.00 0.00 Uniform( lf) 1 1.00 To 0-0=0 3.75 1.41 22-&0 3.75 1.4.1 Wei ht:( If) 0.90 To 0-0-0 0.00 14.27 2M. 14 0.00 14.27 *(ft-in-sx) This component analysis is based on the loads;geometry and other conditions as entered by the user and,listed.in this report. The,user '.irresponsible to ensure the accuracy of the input and the applicability to the actual conditions of the.structure for which this component is intended. This analysis is valid only for the product'listed. Copyrigbt2009,2010,2011,2012.A11 rights reserved:byLouisiana Pacific Corp.41.4Union St Suite 2000,Nashville,TN 37219 *`1Ik v a SCHEEL �. STRUCTU No.36D44 w�4 prGT0``+' S�INAI t% This signature has beet) Bledronicaliy transmitted ' '110 mph Wind Zone AWC Grade to Wood Construction in;High Wind Areas Massachusetts CheCklist.:for Compliance(a80 cmR 530><:z.I.1)1 ' �Vlassa Q check compliance ........................110 mph 1.1 SCOPE ..... .......... .................................. ............................................................8 WindSpeed -Der.,gust).,. ............................................................ . Wind Exposure Category.••..••• / °Y stori 5 2 stories - 1.2 APPLICABILITY exceeds 8 in 12 slope shall be considered astory) — 512:12 Number of Stories(a.roof which . .........................(Fig 2) ............................. ...... ..... .—ft 5 33' . Roof Pitch ................................................. ......................(Fig 2).. .......................................:�j�ft 5 80' Mean Roof Height ............ . . .......................... .........(Fig 3)......... . ................................f It 5 80, Building Width,W ..............................................................(Fig 3)............................................ ;j:1-5 3:1 .�- Building Length,L .................................. .........................(Fig 4).................................... �. 5 618• _..- Building Aspect Ratio(LI M .......... *.. ..................... ............(Fig 4).......................... Nominal Height of Tallest openingZ ....................... / 1.3 FRAMING CONNECTIONS ectlons...................(Table 2) ................... ........................................ General compliance with framing Conn / 2.1 FOUNDATION uirements of 780 CMR 5404.1 V Foundation Walls meeting req .. Concrete.......................... ......... ....... Concrete Masonry............................................... ........... 2.2 ANCHORAGE T.O FOUNDATION''3 ors as an alternative.in concrete on y� 5/8'Proprietary Mechanical Anch 4 5/S'Bolt spacing imbedded or ........(fable 4).................................*7 - Bolt Spacing--general (Fig 5).................................... (0 in.Z 7' Bolt Spacing from erigOintOf plate .....................•••••. Embedment-concrete. (Fig 5,. ....................................... .� in.;-,,15" Bolt """"""" Bolt Embedment-masonry........................................ PlateWasher...............................................................(Fig 5)................... 3.1 FLOORS (per.780 CMR Chapter 55)............... r.�.Y.. Floor framing member spans checked )..................•.•..•. ••.•. . ft 512 opening:Dimenslon...................................(Fig 6 ►7 Maximum Floor.Ope 9 Full Height WaII.Studs.aCFloor Openings less than 2'from.F-xterior Wall(F g ft s d Maximum Floor:Joist Setbacks — supporting Loadbeanng Walls or Shearwall................(Fig ft 5 d Maximum Cantilevered Floor Jolsts }..................................................._ ......... ............(Figs wsP Supporting Loadbeanng Walls or Shearwail... ( g .)......................................................... Floor Bracing_at EndWalls..................................................••.•...... (Per 780 CMR Chapter 55)...... .......... ✓ (per 780 C Chapter.55 1.....In. Floor Sheathing Type ........................................... Nit -� ................................................ 7S d nalls at �....in edge/ �v in field Floor Sheathing Thickness ,(Tablet):._ g...................I. Floor Sheathing Fastenin , 4.1 WALLS Wall Height (Fig 10 and Table 5)........................ ft 510' Loadbeanng walls.............................................. (Fig 10 and Table 5):................ ]U ft 5 20' walls. .J( in.s 24'o.c. Non-Loadbeanng ..........:....................... (Fig 10 and Table 5).................. .................................... .........—ft s d Wall Stud Spacing ).................................. Wail Story Offsets .......................................(Figs 7&8 4.2 EXTERIOR WALLS . (p g ft ft in. (o in. Wood Studs (Table 5)............................. .......... . ............. -.� Loadbeanng walls....................................................... (fable 5)........................ . .2x --�L (.(.m wlls. .... Non-Loadbeanng .�a Gable End Wall Bracing 10).............................................................. ............................... .............�............. 7 Full Height Endwall Stud ..................................... ...... (Fig ........................... ............... ft ZW/3 7 WSP Attic Floor Length........................................... :(Fig .. .......Zn ft a.O.gW ..... ........ WSP not used),.... •••" Gypsum Ceiling Length .. )............................................................. and 2 x 4 Continuous Lateral Grace g 6 ft.o.c. (Fig 11 or 1 x 3 ceiling furring strips 16'spa dng min.Meth 2 x 4 blocking @ 4 R.spaeing.in end Joist Of truss bays Double Top-Plate ...••„•••••(Fig 13 and Table 6).................................. .. Splice Length ...........:16d common nails). ........(Table 6).................................................. .. Splice Connection(no:of ` Construction in High Wind Areas:J10 mph Wind Zone AWC Guide to Wood Compliance(780 CMR 5301:2.1.i) Massachusetts Checklist for: Comp Loadbearing Wall Connections (Tables 7).•.••••••••••••••••• .................................._ ✓. of 16d common nails).............................. Lateral(no. . Non-Loadbearing Wall Connections able 8).......................................... .le 9 .................CfoTable g) mon nails).................... check all,openings for compliance t (�. Lateral(no.of:16d corn cord largest opening but .�ft in 511' Load Bearing Well Openings re . (Table 9).. ..... ft�in,551rV .7 Header Spans .........(Table 9)............................................................. -J (Table.9 Sill Plate Spans ) " r )....................... ail o . g Table 9) la est.opening out check penin s for compllance't Full Height Studs (no.of studs 2 ft s record rg —k- In 512' Non-Load Bearing Well Opening. (. ......(Table 9)..................................�ft O in.512' Header Spans;.........................................................(fable.9).............. . ............................ ✓ Sill Plate Spans................................ ......................... Full Heighistuds no.of studs)................ ....... (Table 9). IV Exterior Wall Sheathing;to Resist Uplift and Sheartimultaneously (� 5 6'8' Minimum Building Dimension,W ins ........................................................ f ? Nominal.Height of°Tail's'Open 9 (note 4)..............I.............. in. 'T Sheathing Type.............................................(Table.10 or note 41f less).............. i Edge Nail Spacing........................... (Table 10)...............:.......................... TT '� ......... able 10) __- Field Naii Spacng..............................on nails ............................... --�- Shear Connection(no..of;!6d comet )(Table 10).............................................. : ... percent Full-Height Shathing.....:................ >6'8'(Design Concepts)..•••• in for Wall with Opening 5%Additional Sheath g Maximum Building Dimension,L enin Z:•••••• Nominal Height of Tallest Op g note 4).............................. """"'............�in, Sheathing T.ype.............................................(fable 11 or note 4 if.less).....................:: I Edge'Naii Spacing.......................................(Table 11).............................................. Field Nall.Spacing..........of 1t3d common nails)(Table 11) ................................................ .__- lori no. Shear Connect ( (Table 11) '•"""""' Percent F5 to AdditionalSheiathing for Wail with Opening>6'8'(Design Concepts).................... WaII.Ciadding -Speed? .... ' for Wind$p '•" "' "" Rated RS Web sA ROOFS P eclked?.................. For Rafters use AWCgSpaft sosmalier ool,see 82'o L13site) Roof framing members spans checked? ,(Figure 19)ers Lis..••.••••• Roof Overhang """' ...................... Truss or Rafter Connections at Loadbearing Walls 33� it Proprietary.Connectors (fable 12) .... U= plf ? Uplift... ............................................(fable 12).........,...... ......... .. ............S_ pit _✓ Lateral......................................... able 12 pit Shear.. ............................................ ............ a.�8r...aB 2.1. . (Table.13).............................T=.. or L/2 Connections,it collar ties not u P smaller of 2 Ridge Strap . ...............(Figure 20)............. 07 ft s Gable Rake;Outloo er...•.•••••••••••• Walls ions at Non-Loadbearing.. Truss or Reiter Conned U= Ib. Proprietary Connectors (Table.14)............................................ Uplift... ....................mmon nails)..(fable 14)..... ............ .....................L Lateral(no.of 16d co CMR Chapters 58 an�1,59) (per 780 sj In,Z 7/.16'WSP Roof Sheathing Type............................................................................................ f� 80 Roof Sheathing Thickness........................... (Table 2) .. .......... Roof:Sheathing.Fastening...................................... with the requirements of Notes: excluding the specific exception noted in 2,to comply 1. This checklist-shall be met in-its entirety, 9 780 CMR 6301.2.1`:1 Item 1•If the checklist•is:met in its entirety then the following metal straps and hold downs are n required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage:Straps per.Figure-1 C. Uplift Straps per Figure 14' d. All Straps per Figure 17 Figure 18b e. Comer Stud Hold Downs'per Figure 18a and'ion:Opening heights of UP to 8 ft,shell be permitted wherry%is added to the percent�fuil=height sheathing 2. Exce p requirements shown in Tables 10 and 11 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pf'aSSUf2 treated#Z�gfa B� i •110 mph Wind Zone AWC Guide to Wood Construction in HighIP -Wind Areas. Massachusetts Checklist for Comphalnce caso eMR s3o>Lza.i)t 4 g g Ratio,determine Percent Full-Height a. From Tables 10 and-11"and location of wall.sheathin and-Wildin Aspect Sheathing and Nail':Spacing requIMM8nts b Wood Sinrdural.Panels shall be minimum:ihickness of'7116'and be.anctalled as f011OwS: i;. Panelslshalt be installed with.strength axis parallel to studs. ii. 'Ail:horizontal joints shall occur over and be' all to framing.. ill. on single story construction,�panels shall.be attached to bottom plates and top member of the double top piste. r anels shall be attached to the top member of the upper double top IV, on:two.story constr u O. uppe P r attachment of lower panel shall be made to band joist plate and to band joist at botforn of panel: atfi and.lower attachment made to lowest plate at first floor framing: v. Hoggered nail shads oat-double n cen ter paP g'ures:band below:Verlica end Horizontal. ail ng oers shall be lrr Panel Attachment staggered at 3 inche • ' r�taw�+r�� ce AT"z ti M l� 'Ilk. cd EE See Detail on Next Page Vertical and Hodzordsl Nailing for Panel Attachment ?1.0`mph. nd:Zone WC Guide to Wood Construciion in High Wind Areasc. , A. 118i1ee(780 cm 5301..2.1:1)1 IVlassachusetts-Checklist for Comp 1 SCE �. i+MtE1. r1rULPlf11E�1 v L ==W- •w"sp=1G c1 I Detall vedical and Holizonwl Nailing for.Panel 'Attachmant i j .Y • P.L'.AN T.F GENE -W MtkLfng truldy Rate ♦ Ming Storm Draln CS . XIS Edwina AV&=' FWD 3B @{sting Coatour f tI ME&Mg 6eter Serr Ijqy.FIX 1 i Subjec�_?roperni I7 r is CO i +` F i 0 i � 18 i i Is— Ip q� 09S71i i &RDt !7A ; A a \ oasalaos �lym POW U ! J S ff 18 ( I I � P 76 � r o ; 0 ^Y IJ { l 1 t ` 12 a ' t4 to 10 t2 1 Ia �Ns*lL7UJa FIGURE 3-SITE PLAN 63 Warren Street Osterville, Massachusetts ( �/ i u_D?- - Sab,m Pro-Aerry 1'.WO •�+, r l7 ' 4=6; t 5 3' Feet ,,�a. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28•Centerville, MA 02632-3117 1926 508-790-2375 x1 • FAX: 508-790-2385 John M.Farrington,Chief Martin O'L. MacNeely,Fire Prevention Officer Philip H.Field,Jr.,Deputy Chief Michael G.Grossman, Fire Prevention Officer December 11, 2012 Thomas merry Building Commissioner, Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Tom: Just a follow-up letter to the letter you sent on 63 Warren Street, Osterville regarding securing the garage of Mr. Ajay and Ritu Sigh. I do not know if your inspectors had a chance to look at the property,but I believe it. needs more than boarding up-for it has been reported that it may be structurally unsound do to rot and decay. When the Osterville inspector makes his rounds, could you have him take a look at this building regarding structural safety? Thanks. Sincerely, •F John M. ngton, Chief C-) LP Crj (� :`.0 `'£.�•. y4t>' If. �rtr^ ��: :.�, a.+�i 1 'z1';1,Li:h. i s c. r t• �' � 'd1 t:Jt - ..f .r [LIE "Commitment to Our Community" INE r° Town of Barnstable BABNSTABLE. ` Regulatory Services 9 MAN& 1639• Building Division prFO MP' �• 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection M Location 3 k/y%,e Permit Number 20/3 D 1 Owner s)416-`w Builder et:-41 ir/ One notice to remain on job site, one notice on file in Building Department. The�following items need correcting: 6:r 65 ov ��k Y i i y Please call: 508-862-403$ for re-inspection. Inspected by '� �� Date I • i .. Existing Utility Pole `� — C ,4QY,4- ® Existing Storm Drain CR i Existing Hydrant FND If -—36 —_ Esting Contour I ) ait Existing Water Serv. I , a n It e u t CB u FIND, ' a j\ r dF-- TRH AssEssoRs DATA: � $ MAP 139 PARCEL 76 18 I LOCUS ADDRESS. ,#63 WARREN STREET, OSTERT17LLE ZONING DISTRICT' RF-1 �o� 13 a O VERLA Y DISTRICT AP & RPOD ce eO' o� P FND i ;; BUILDING SETBACKS: FRONT — 30' N 18� ii SIDE & REAR — 15' � u n 18_ [P FEMA DATA: ZONE "C" & "B" ,FNo of PANEL 250001 0016 D k� EXISTING 11. \ BUILDING 0 T)7�/ , MAP REV DULY 2, 1992 \ O 0 u DWELLING 3 f of16 J1:DL0 T PLAN OF LAND ! 1 S 1 A Prepared FO.- If ;; j ,$ a' ;,,'� �A f � 0 1 i 63 WARRH % S'TR 'E`T' " 0 1 I In o:. � o �; � II �i � I lb� 11 tt Irk - ! s t r vl sa s d o, - if. Ma s- h�zr T. \ j 0;1' I Ski Scale. 1'" 30' Date.- July 30;, 2007 14 Prepared' By;- I 16\i 4\�C �.� Ns; 9"Ww/ 5:.I 1 FCtBJ� If j Stephen: J Doyle, and Associates,- 42' Falmouth;Canterbury Lane„ 10 10 - 12 ( ;; u E. �N:4i. 02536' J 16 Telephone.- 508/54'0=2534' . N0!. DA,TF. DESCRIPTi,,'0Nj B,'Yr' 63 o ,r4& w/1-4ulci (Elevations - scale: 114" = 1) LEFT. L 16' REAR i �oPau� bye M p /1 z o'p 2"x ad if U L FRONT FLOOR FRAMING SPECIFICATIONS �o,,a aA. RIGHT (2 x 8 Pressure Treated @ 16 o.c.) 3yif �1i9r1/�Vb ._2 .� i6 • C ' T�Bpi f1 X A, A,6' 3 y Cc7� �4«.r. s��i��j �ivss,Cr3 0A/ /LAFrZAS •' a Y ' n � y 4 STREET WV _ a w a f . WARREN WV C / \ GE OF or PAVEMEN� U.P•#259131T , "E 0A •: U.P. �+ GU IRE er �� N80"14 5 LOCUS r �'� •� �4 ,f / 95.48 R� / y� Ic CD ICD log 1117MMAP 139 a • Yeti j � wr .; 3 REA LOT 76 / 7 a s ♦ . i ` `: i3 : " r I L A r+► 'w 3 t r _GRAVE / " _ 4 � . 40 10,467 S.F.± v � n 1 0 I / m3s u�t o cG #63 �, 13.0' / t EXISTING UNDERGROUND / a �� -r..�:� .-�.. EXISTING 0 a / / ELECTRIC; DIRECTION UNKNOWN; 3-BEDROOM o / U.S.G.S. LOCUS MAP CONTRACTOR TO VERIFY = DWELLING S 'D AUD1T1OT N / �rr► / I herebycertifythat the lot comers,dimensions,and setbacks to the SCALE: 1"=1000' LOCATION ON PROPERTY& I I FFE=19.7'± �o PR MATCN EY ,18 / / proposed addition as shown on this plan are correct. Conformance REROUTE IF NECESSARY TOF=18.7'± rj0c,r"i TOF — �/ to the Town of Barnstable By-Laws and Regulations shall be BFE=11.7'± /'o 04— a / / determined by the Zoning Enforcement Agent. APPROXIMATE FLOOD ZONE LINE DIGITIZED PER l / WALK-OUT ' . FEMA MAP#250001 0016 D 5'_ 8 •—•—•—._._ ZONE C / / e"" _ MIASSA ti (DATED JULY 2, 1992) 25. , t° 18 0 EXISTING GARAGE ZONE 13 �/ / - �• h FLOOR EL-19.0'± (TO BE-RAZED) , / JOHN L- / J� �� CHURCHI JR' o k / I �EW S J ^ /� / J o^ No.4 6 �u MAP 139 -PATIO� — F�� % I / �� O FSSRF jE LOT 74 U i' / /v / / S oN W� o sTo� / � F N / co o�h / / Date Professi0 Land Surveyor PROP. FOUNDATION WALL � `` =cV V., / I/ 40 TO BE FLUSH WITH EXIST. / / PLOT PLAN FOUNDATION WALL 1 I I NEW SAS ` k / I / / OWNER OF RECORD: x 1 NEW R SERVE /� / AJAY K. & RITU SINGH AT X-1 / l l / l l 65 ENDICOTT STREET NEWTON, MA 02461 63 WARREN STREET S�2o4�r5 " ( / /�Q / FEMA FLOOD ZONE: OSTERVI LLE, MA B&C Benchmark 55.46, Concrete Bound MAP 139 Iry /� / AS SHOWN ON COMMUNITY PANEL: PREPARED FOR: Elev. =9.64' #250001 0016 D CAPEWIDE ENTERPRISES N.G.V.D. 1929 LOT 75 ^ /�� / ASSESSOR'S MAP&PARCEL: / o MAP 139, LOT 76 PREPARED BY: DEED REFERENCE: JC ENGINEERING, INC. BOOK 25368, PAGE 9 2854 CRANBERRY HIGHWAY PLAN REFERENCES: EAST WAREHAM, MA 02538 ZONING DISTRICT: RF-1 1.)PLAN BOOK 45, PAGE 109 PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT 2.)PLAN BOOK 27, PAGE 113 3.) LAND COURT PLAN 10290-B SCALE: 1" = 20' DATE: MARCH 21, 2013 JOB#231 STREE .. WARREN iN g5.4s' � LOCUS •�' �� ,� c►? rnAig No 0 0 U Go - a Lei low CIA EXISTING 13•p r � �._:,.�.�_ �r�� ..,��. �i! �. Ln 3-BEDROOM U.S.G.S. LOCUS MAP m DWELLING EX►gTING a I hereby certify that the lot comers,dimensions,and setbacks to the SCALE: 1"=1000' FOVNpAT%ON existing foundation as shown on this plan are correct. Conformance to the Town of Barnstable By-Laws and Regulations shall be determined by the Zoning Enforcement Agent. MAP 139 W A1_►c-O0'T 0 22A z LOT 74 6.5' � N 2.?• SH OF 4148SgCyG�F'A J� JOHN L. CHURC LL JR. j O o No. 8066 �f EXISTING FOUNDATION MAP 139 Q- `�ssoF STE WALL FLUSH WITH EXISTING DWELLING o LOT 76 J co FOUNDATION WALL 10,467 S.F.# by �� Date Profession(Land Surveyor FOUNDATION P OWNER OF RECORD: AS-BUILT PLAN r AJAY K. & RITU SINGH AT p 65 ENDICOTT STREET ` \�-- NEWTON, MA 02461 63 WARREN STREET \ S7 '41, " FEMA FLOOD ZONE: OSTERVILLE MA S .46, E B&C ` — 5 AS SHOWN ON COMMUNITY PANEL: PREPARED FOR: .MAP 139 #250001 0016 D CAPEWIDE ENTERPRISES LOT 75 ASSESSOR'S MAP& PARCEL: I MAP 139, LOT 76 PREPARED BY: DEED REFERENCE: JC ENGINEERING, INC. BOOK 25368, PAGE 9 2854 CRANBERRY HIGHWAY ZONING DISTRICT: RF-1 PLAN REFERENCES: EAST WAREHAM, MA 02538 1.)PLAN BOOK 45, PAGE 109 PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT 2.)PLAN BOOK 27, PAGE 113 3.)LAND COURT PLAN 10290-B SCALE: 1" = 20' MAY 8, 2013 __ OB#2372