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0018 DARIA DRIVE
t-i at t; 1 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map es '9 7 7 TOWN {-F AR TARE Parcel Application # Health Division " 2014 OCT -9 AM 10_ 06 Date Issued -2, Conservation Division Application Fee Planning Dept. -� n .. Permit Fee Ot L DIVA' S Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village /A A KJ AJ` .S Owner/R.eZr _ /r %e e r' Address /00 W1,6-3 /,y Cik.7`t- Tele hone ✓Ye �r'-,I' "v � p Jf gM ��.'l0 9 = Permit'Request N°e w c n /Pa` Roo JLJ 0 i;v�rf`a �d 7� X/� ' c, e e D� a Square feet: 1 st floor: existing proposed �2nd floor:'existing 0 proposed Total new Zoning District _ Flood Plain Groundwater Overlay Project Valuation Construction Typek ? , Lot Size l/07�� .S, F� Grandfathered: ❑Yes ❑ No If yes, attach suj-porting d%oum ation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure vle �e W5 Historic House: ❑Yes UKo On Old King's l ighway: bQ YesL*9' 10 Basement Type: JrFull Crawl ❑Walkout ❑ Other e, Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft)' c� Number of Baths: Full: existing new ® Half: existing new C9 Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): existing --;'o new First Floor Room Count 7 Heat Type and Fuel: UlWtas ❑ Oil ❑ Electric ❑Other Central Air: 2Nes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing anew 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 If APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Lik,/ty of ae, Q X( _ Telephone Number S681- Address /'®P, License # C 6 _d7 W Ir ,t ho G ;7,3 Home Improvement Contractor# to , t _P .� Email C'� i 60 qC ST, IUO Worker's Compensation # ' �� (T V ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO U-1 I /5 G�✓ . SIGNATUR DATE - f FOR OFFICIAL USE ONLY APPLICATION# - A DATE-18SUED MAP:/PARCEL NO. 4 r e t ADDRESS VILLAGE.' OWNER DATE OF INSPECTION: FOUNDATION ` FRAME ; INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL.- PLUMBING: ROUGH FINAL.- GAS: ROUGH FINAL . FINAL BUILDING DATE-CLOSED OUT ASSOCIATION'PLAN NO. s Hire ComwoyrwmM qf-MassachuseM rj Deuarhnefit offi dmsbialAccidenfs 0;T rce ofinves4afians 600 WmYhuzgtoa,Street . a wn- inass goWdia Workers' Compensation lnsnrance affidavit$uilders/ContractorsMectricianslPlymbers t Information Please Print , ib'. Namea �oa�q �� c���` b `0 Address: L®® GityftatrJZip /'1 Phons t ® 7,6 � - Am you an.employer? eck t�appropriate bum. --.-._---- -- - - - - Type of protect(rewired)=' - �� 4. E] _. . L[r I am a employer with � 4. ❑ I am s dal confractor and I 6- ❑New cros.t ucbm employees{full a4dlorpart-3ime}* havehired-the 2_❑ 1 am a sole proprietor or partner- listed on the attached sheet y- �delrug shill and hen a no employees III sub-contractors have g_ ❑De=litica Working for me in any capacity enTlaI'ees and have workers' g wilding addition [NO,Workers.comp_inter e, coup_insurance) required] 5-El '%Te are a corporation and its 10.[]Electrical repairs or additions 3-❑ I am a homeowner doing all work officers bwm enscised their I L.Q Plumbiag repairs or additions myself.[No workers'comp- ri ht of exemption per MGL 12.❑hoof repairs' urstuance required]1 c-152,§1(4),and we hatire no employees_[No workers' 13-❑Other comp-insurance required-1; *Aryagptiz�atthatcheds box*1trust$lsofUoutt sectionhelowshowing heawoaicers'rnmpensatioapp Fire r a� Homarwn�s who submit this afiidim in&cs g dzy ace doing ail ual and diem hug outside contractors mast sc IMA anew affldscst such_ Icont mcmrs that check this bmc mint attached XM addihrnaI sheet shoumg the name of the sub-ooMkA=I`G and state AhetbK ocawt 5snsg Znrttes have mplayees If the saTr-coutmctors hoc a employees they narst provide their warl.ere come.policy nvmbeT -Tram an employer f£taf is ptrit mmg ttrorl€ers'cottrpsrtsYrtiorr rrLrr rrccrri;far rrr enrp£ayeRs Ra£ast is Ste jwiic}:and site irr,fot�al%�n_ Insurance CourpanyName: 57,4f l iZ' o k "a-- pJ policy#or Self-ins-Lim 31 �! Expiration Bate: > Lei Job Site Address: I A r r��,/li 1-N CitylState/7ip: '�.31(r r.S H" Attach.a copy of the workers'compensation policy declaration page(showing the policy num er and ccpi cation date). Failure to secure caverage,as requireduuder Section 25A of MGL c 152 can lead to the imposition oferi*ni nal penalties of a fine up to$1,500.00 andlor one-year itTiluisOnment,as well as civil penalties i a the fbrm of a STOP WORK ORDER and a fine of`up to$250.00 a Clay against the violatar- Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIET;for insurance coverage vixiEtation- I da hem by certify tksprrins andgena£#iss o perj f}r to art•,�brrnafian prcni6gd abm, is ❑nd correct SiQna Bate: a Phone g: C9 " 7-7b -- / iD a,fj�zctai use avt£y. Uo not write in flits area,to ba compietesd by d(V or town officzat City or Town:. PermitUcense if Issuing Authority(drde one): 1.Board of Health 2.Building Deparhnent 3.City-frown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other. Contact Persan: Phone ff- 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an ernployee is defined as"_._every person in the service of another under any contract of hire, express or implied, oral or written_" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in lthe commonwealth for any applicant who,has Pot produced acceptable evidence of compliance with the insurance.coverage required.'' Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the per-iormance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers"compensation affidavit completely,by checking the boxes that applyto your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone numbers)along with their cerbfcate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required_ Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. AIso be sure to sign and date the affidavit Tlie affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Sells insured companies should enter their self-insurance license number on the appropriate line. City or Towu Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant- Please be sure to fill in the permit/license number which will be used as a reference number. In adction,an applicant that must submit multiple permit/license applications in any given year.,need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the eity,or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would Ile to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The;Comm wealth of Massachusetts , Depart rent of Industda.l Accidents Of#'xce of luvestigations 600 Washington St=t BastQn,MA 02111 R1 9 6 1 7-727--49Qa i�xt 406 or 1-7 I SSAFE Revised 4-24-07 Fax 9 617-727-7 749 Wv W-Mass gnv/dia A WC Guide to Food Construction in High Find Areas: 110 mph Wind Zone Massachusetts Checklist for Complilance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... 3 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ......(Table 9)............ .....................L ft A:in.s 11' Sill Plate Spans ........................................................(Table 9)............:..................... ft_in.511' Full Height Studs (no.of studs)...................................(Table 9)............:........................................... Z.Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ✓ Header Spans...... ......................................................(Table 9)............:..................... .k ft_&in.s 12' Sill Plate Spans...........................................................(Table 9)............ ....................._ft—in.s 1122' Full Height Studs(no.of studs)...................................(Table T............ ........................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously op Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................4 s 6'8" SheathingType.............................................(note 4).............. ....................................... Edge Nail Spacing ... able 10 or note 4 if-less ......... in. ✓ Field Nail Spacing...I.....................................(Table 10).................................................LZ in. ✓ Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing......................(Table 10)......... .......................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......................... ................................... ,6'8" e� Sheathing Type............................................. note 4 1 r 6 Edge Nail Spacing.........................................(fable 11 or note 4 if less) 6 in. ....................... Field Nail Spacing.........................................(fable 11).........1.......................................L—. Shear Connection(no.of 16d common naiis)(Table 11).........:.............................................. i Percent Full-Height Sheathing......................(Table 11)........................I........I..........I......AW/0 5%Additional Sheathing for Wall with Opening>68°(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?...............................................................................................I.............................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters usej AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).....`........_ft s smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=1v.pft Lateral.............................................(Table 12).............................................L=�Pff ✓j Shear..............................................(Table 12).............................................S=A pff Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=_ plf Je/ Gable Rake Outlooker..........................................(Figure 20).... ........_ft s smaller of 2'or L12 e� Truss or Rafter Connections-at Non-Loadbearing Walls Proprietary Connectors. Uplift................................................(Table 14)............................................U= lb.. Lateral(no.of 16d common nails)..(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... .........................I.................... in.a 7116"WSP Roof Sheathing Fastening...........................................(Table 2)......................................................... � Notes: 1. This checklist shall be met in its entirety,excluding the speck exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. I �'r AWC Guide to Wood Construction in High Wand Areas: 110 mph Wind done Massachusetts Checklist for Compliahce(780 Cmlt 530.1.2.1.1)' Q Check Compliance 1.1 SCOPE WindS 3-seek.gust) .......... ............................................................................110 Mph ✓ WindExposure Category................................................................................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories +� Roof Pitch .....................................(Fig 2) ............................. s 12:12 ✓ Mean Roof Height _.........(Fig 2). BuildingWidth,W ..............................................................(Fig 3)........................I...................... ft s SY —� Building Length,L ..............................................................(Fig 3)................. .:............................ ft s 80' Building Aspect Ratio(L/W)...............................................(Fig 4)..............::................................. s 3:1 ✓ Nominal Height of Tallest Openingz...................................(Fig4 " )............................................. - 56'8 _AZ 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(fable 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete.......................................................................................................•-..................... �C ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION" 518"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an aftemathre in concrete o Bolt Spacing—general...........................•-•...........(Table 4).................................... ........ �4 in. Bolt Spacing from endroint of plate ............................(Fig 5).................................... in.ss 6 —12' 60-1 Bolt Embedment—concrete...................:....................(Fig 5).................................................J in.Z 7' - W Bolt Embedment—masonry........................................(Fig 5)........................................... in.2:15' M& PlateWasher.............................................................. (Fig 5)..............................................a 3"x 3"x%* ✓ 3.1 FLOORS °�.1Clac%Ob 1f6 ®/te Floor framing member spans checked ..............................(per 780 CMR Chapter 55)................................... 100 Maximum Floor Opening Dimension..................................(Fig 8)................................................. IL ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Flo 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)...................................................J_ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8)...................................................&ft 5 d 1►L FloorBracing at Endwalls..................................•--..............(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)......................:.. . . ..... Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)............. .. .... in. ✓ Floor Sheathing Fastening.................................................(Table 2)..1® d nails at ` in edge/Ll..2 infield 4.1 WALLS Wall Height Loadbearing wells........................................................(Fig 10 and Table 5)........................... ft s 10' {� Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................L& in.s 24"o.c. Wall Story Offsets .....(Figs 7&8) 1 4.2 EXTERIOR WALLS3 Wood Studs ✓ Loadbearing walls........................................................(Table 5)............°..................2x It - ft G in. Non-Loadbearing walls................................................(table 5)..............................2x - ft O in. Gable End Wail Bracing' Full Height Endwall Studs............................................(Fig 10).............. ................................................... WSP Attic Floor length...............................................(Fig 11)............................................... ft ZWt3 Gypsum Ceiling Length(if WSP not used). .(Fig 11)............... ft k 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. F' 11 ..'................. ..........I.................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking(Qt/4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... ( ft Splice Connection(no.of 16d common nails).............(Table 6)................................I...........................� �c� oo,cr�ao�rwecclll o�C�/f/fcc:laaclic�eC�d. Massachusetts,.- Department of Public Safety } Office of Consumer.Affairs&Business Regulation Board of Building Regulations and Standards — OME IMPROVEMENT,CONTRACTOR Construction Supervisor - Type:, . egistration: 101413 License: CS-005609 ¢ t ' 1 6I2512016_a Individual aY xpiration w. r ; ]LAWRENCE K ICI riNE3C''. LAWRENCE K.KENNEY ti 100 SULLIVAN RA E- W YARMOUTH MA t0�2673' Lawrence Kenney „ 100,Sullivan.Road Expiration i W.Yarmouth,MA 02673� - Undersecretary '. Commissioner 03/08/2016 License or registration validfor individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation.. 10 Park Plaza-Suite 5170 Boston MA 02116 ;11 11 v Not valid without signature Workers Compensation and Employers Liability Insurance Policy N S U R A N C E PoIi Number Fromolicy Penod,To C O M P A N Y WC 0113246 01/26/2014 01/26/2015 12:01 A.M.Standard Time at ihemailing address 26255 American Drive of the Insured as stated herein Renewal Of Transaction ... Southfield, MI 48034-6112 Policy Declaration 1: Named Insured.and Mailing Address Agent LKVRENCE K. KENNEY COCHRANE & PORTER INSURANCE 100 SULLIVAN RD AGENCY INC ?BEST YARNOUTH MA, 02673-3544 981 WORCESTER STREET NELLESLEY MA 02482 UNEMPLOYMENT ID# CARRIER# FEIN# Risk ID# Entity of Insured 24562 105287178 0162432 INDIVIDUAL Other Workplaces Not Shown Above: 2. The Policy Period is from 01/2 6/2 014 to 01/2 6/2 015 12:01 a.m. Standard Time at the I nsured's mailing address. 3. A. Workers Compensation Insurance: Part ONE of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part TWO of the policy applies to work in each state listed in Item 3A. The limits of our liability under Part TWO are: Bodily Injury by Accident $ 100, 000 each accident Bodily Injury by Disease $ 500, 000 policy limit Bodily Injury by Disease $ 100, 000 each employee C. Other States Insurance: Part THREE of the policy applies to the states, if any, listed here: All states except North Dakota, Ohio, Washington, Wyoming, and states designated in item 3.A. above. D. This policy includes these endorsements and schedules: See attached schedule 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates, and Rating Plans. All information required below is subject to verification and change by audit. Assessments and Taxes SEE EXTENSION OF INFORMATION PAGE MA $659 If the premium is paid on an installment basis, a$5.00 per payment charge applies. Total Estimated Annual Premium $ 23,374 Expense Constant $ 338 Minimum Premium $ 500 Premium Discount $ - 852 ❑This is a Three Year Fixed Rate Policy Deposit Premium $ 24, 033 ' Premium Adjustment Period: ® Annual; ❑ Semiannual; ❑ Quarterly; ❑ Monthly Issued Date: 05/22/2014 Authorized Representative Issuing Office WC000001(Ed.12104) INSURED COPY W N N SOU w THGq T� t , 's �i �I m V � �n , �[ O r O m r LOT 25 ' r' g 1 12 14 . 1 5. F. I Otn �li Ir Y N W � � f Q EXISTING r' O DWELLING Q ro _ o - 20 5, oe 0) ♦ ♦ Oe PROPOSED J�/♦♦ ♦ e�O ��_ 13 6 ADDITION ♦ / Qv --- -- 3A o6, BUILDING LOCATION PLAN FOR 18 DARIA DRIVE tlYANN15, MA PREPARED FOR THOR ALBERT * PATRICIA 5TREBER 5CALE: DATE: DRAWN BY: 1 " = 20' 09-25-2014 TMW JOB NUMBER: PEV1510N: 5HEET NUMBER: m 14-027 CPP- 1 NO.35 i ,S WELLER 4 A550CIATE5 L4ND P.O. BOX 417 CENTERVILLE, MA 02G32 5 TELEPHONE: (508) 328-4692 c, - (, 1 EMAIL: tn5weIIcr@gmaiI,com REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSULTANTS Traverse PC I It Town of Barnstable Regulatory Services 9 33AIMSTABIJ3, Richard V.Scali,Director $ATfo;p c 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma,us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property F hereby authorize r14 rp-- Vex,.,A, e V to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job "'."-Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. aj;/(Z'�o 114'1�r -5 Signature of Owner - ignature of App •cant -" Print Name Print Name ate l/ F Q:FORM&O WNERPERMISSIONPOOLS 6.t Town of Barnstable Regulatory Services J .-op•rHE Tolty,� Richard V.Scali,Director Building Division snxxsTnsrri x Tom Perry,Building Commissioner ' 1639. .a� 200 Main Street, Hyannis,MA 02601 ATFb MA't a www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER , _ Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) ` The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control.- , HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regalations foi Licensing Construction Supervisors,Sectionr2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 (SIEBb'%ecascade Triple 1-3/4" x 14" VERSA-LAMO 2:0 3100 SP floor Beam\FB01 �TJ Dry 1 span No cantilevers 1 0/12 slope Wednesday, December 10, 2014 BC CALCO Design Report Build 3272 File Name: BC Job Name: Streber Description: Designs\FB01 Address: 18 Daria Drive Specifier: J Madera City, State, Zip:West Yarmouth, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I ! 2 1 1 , I I g 18-04-00 BO 61 Total Horizontal Product Length=18-04-00 Reaction Summary(Down/Uplift) (Ibs) Bearing. Live Dead Snow Wind, - Roof Live BO, 3-1/2" 1,742/0 2,372/0 2,613/0 B1, 3-1/2" 1,742/0 2,372/0 2,613/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% .90% 115%k 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 18-04-00 20 10 09-06-00 2 Unf. Area(lb/ft12) L 00-00-00 18-04-00 15 30 09-06-00 �j Controls Summary Value %Allowable Duration Case Location Pos..Moment 24,564 ft-Ibs 49% 115% 3 09-02-00 u t End Shear 4,741 Ibs 29.5% 115% 3 01-05-08 . Total Load Defl. U365 (0.588") 65.8% n/a 3' 09-02-00 f —� Live Load Deft L/629 (0.341") 57.2% n/a 6 09-02-00 Max Defl. 0.588" 58.8% n/a 3 09-02-00 Span/Depth 15.3 n/a n/a 0 00-00-00 %Allow %Allow , Bearing.Supports Dim.,(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 5,638 Ibs n/a 61.4% Unspecified - B1 Post 3-1/2"x 3-1/2" 5,638lbs n/a 61.4% Unspecified Cautions ; Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum.(U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria: Calculations assume Member is Fully Braced. Design based on Dry Service Condition. < Deflections less than.1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) Page 1 of.2 Boise Cascade R Triple 1-3/4" x 14" VERSA-LAM@ 2.0 3100 SP Floor Beam\171301 Dry 1 span No cantilevers 1 0/12 slope Wednesday, December 10, 2014 BC CALCO Design Report Build 3272 File Name: BC Job Name: Streber Description: Designs\FB01 Address: 18 Daria Drive Specifier: J Madera City, State, Zip:West Yarmouth, MA Designer: , Customer: Larry Kenney Company: Shepley Wood Products' Code reports: ESR-1040 Misc: Connection Diagram Disclosure z►1 b d — Completeness and accuracy of input must Li be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C= 10" (800)232-0788 before installation.\n\nBC b minimum =4" d =24" CALCO,BC FRAMER@,AJS-, e minimum = 1" ALLJOISTO,BC RIM BOARDTM,BCIO, BOISE GLULAMM,SIMPLE FRAMING All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. SYSTEM@,VERSA-LAM@,VERSA-RIM All TrussLok screws may be installed from one side of multiply Versa-Lam beams. PLUS®,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: FMTSL005 Products L.L.C. s Page 2 of 2 f , ii V',9q�,cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 Dry 1 span No cantilevers 1 0/12 slope Thursday, October 30, 2014 BC CALCO Design Report Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: FAMILY ROOM RIDGE Address: 18 Daria Drive Specifier: J Madera City, State, Zip: Hyannis, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: -1-10 12 4` ' ' h , .µ 16-00-00. BO 131 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,416/0` 2,640/0 B1, 3-1/2" 1,416/0 2,640/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 16-00-00 15 30 11-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 15,309 ft-Ibs 62.6% 115% 4 08-00-00 End Shear 3,407 lbs 37.5% 115% 4 01-03-06 Total Load Defl. U274 (0.681") 65.8% n/a 4 08-00-00 - Live Load Defl. U421 (0.443") 57.1% n/a 5 08-00-00 ' Max Defl. 0.681" 68.1% n/a 4 08-00-00 Span/Depth 15.7 n/a n/a 0. 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,056 Ibs n/a 44.2% Unspecified B1 Post 3-1/2"x 3-1/2" 4,056 Ibs n/a 44.2% .Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. 'Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) Page 1 of 2 " ycascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 Dry 11 span I No cantilevers] 0/12 slope Thursday, October 30, 2014 BC CALCO Design Report Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: FAMILY ROOM RIDGE Address: 18 Daria Drive Specifier: J Madera City, State, Zip: Hyannis, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure s►I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 7-7/8" (800)232-0788 before instal lation.\n\nBC b minimum =4" d =24" CALCO,BC FRAMER@,AJS-, e minimum— 1 ALLJOISTO,BC RIM BOARD- BCI@, BOISE GLULAMTM,SIMPLE FRAMING All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. SYSTEM@,VERSA-LAM@,VERSA-RIM AILTrussLok screws may be installed from one side of multiply Versa-Lam beams. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Connectors are: FMTSL338 Products L.L.C. Page 2 of 2 I Bcn�cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1302 T" _ Dry 1 span No cantilevers 1 0/12 slope Thursday, October 30, 2014 BC CALCO Design Report Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: Designs\FB02 Address: 18 Daria Drive Specifier: J Madera City, State, Zip: Hyannis, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12-00-00 BO B1 Total HorizontalProduct'Length= 12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 837/0 476/0 B1 843/0 479/0 Live Dead ` Snow Wind Roof Live Trib. Load Summary 'Tag'Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 12-00-00 20 10 07-00-00 Controls Summary, value %Allowable Duration Case Location Pos. Moment 3,631 ft-Ibs 26% 100% 1 06-00-00 End-Shear 1,075lbs 17% 100% 1 01-01-00 . Total Load Defl. U799 (0.173") 30.1% n/a 1 06-00-00 Live Load Defl. : U999 (0.11") n/a n/a 2 06-00-00 Max'Defl. 0.173" 17.3% n/a 1 06-00-00 .Span/Depth 14.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 1,313 Ibs n/a 14.3% Unspecified B1 Hanger 4"x 3-1/2" 1,322 lbs 15.7% 12.6% HGUS410 Cautions -_ Header for the hanger HGUS410 at B1 is a Triple 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Hanger HGUS410 requires (46) SD10212 face nails, (16) SD10212 joist nails. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L1360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection.criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer:.Simpson Strong-Tie, Inc. Design based on'Dry'Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) Page 1 of 2 ( )180iseAiscade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1302 �T/ Dry 1 span No cantilevers 1 0/12 slope Thursday, October 30, 2014 BC CALL®Design Report Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: Designs\FB02 Address: 18 Daria Drive Specifier: J Madera City, State, Zip: Hyannis, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure I b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable a building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 5-1/2" r (800)232-0788 before installation.\n\nBC b minimum=4" d =24" CALCO,BC FRAMER@,AJS-, e minimum — 1" ALLJOIST&,BC RIM BOARD- BCI@, BOISE GLULAM-,SIMPLE FRAMING All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. SYSTEM@,VERSA-LAM@,VERSA-RIM All TrussLok screws may be installed from one side of multiply Versa-Lam beams. PLUS@,VERSA-RIM&, VERSA-STRANDO,VERSA-STUD@ are Member has no side loads. trademarks of Boise Cascade wood Connectors are: FMTSL338 Products L.L.C. I Page 2 of 2 Sc ee cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 Dry 1 span No cantilevers 1 0/12 slope Thursday, October 30, 2014 BC CALCO Design Report Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: FAMILY/DINING Address: 18 Daria Drive , Specifier: J Madera City, State, Zip: Hyannis, MA Designer:: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 741 :. �' •. a 14-00-00 BO 61 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live, Dead Snow Wind Roof Live BO, 3-1/2" 1,286/0 1,990/0 2,302/0 B1, 3-1/2" 1,051 /0 1,535/0 1,710/0 µLive Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 14-00-00 40 10 01-04-00 2 Reaction from Desi... Cono. Pt. (lbs) L 06-00-00 06-00-00 750 2,608. 4,012 n/a 3 -Reaction from Desi... Conc. Pt. (lbs) L 06-00-00 06-00-00 840 478 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 25,733 ft-lbs 70.1% 115% 3 06-00-00 End Shear 4,590 lbs 33.7% 115% 3- 01-03-06 Total Load Defl. U347(0.469"), 60.2% n/a 3 06-08-13 Live Load Defl. U603 (0.27") 59.7% n/a 6 06-08-13 Max Defl 0.469" 46.9% n/a 3 06-08-13 Span/Depth 13.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,682 lbs n/a 51% Unspecified B1 Post 3-1/2"x 3-1/2" 3,605 lbs n/a 39.2% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. .Deflections'less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok (tm) Page 1 of 2 Bay ecascade Triple 1-3/4" x 11-1/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 Dry 1 span No cantilevers 1 0/12 slope Thursday, October 30, 2014 BC CALCO Design Report Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: FAMILY/DINING Address: 18 Daria Drive Specifier: .J Madera City, State, Zip: Hyannis, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040, Misc: Connection Diagram Disclosure I b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • i—• • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask(questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation.\n\nBC b minimum=4" d=24" CALCO,BC FRAMER@,AJSTm, e minimum = 1" ALLJOISTO,BC RIM BOARDT°" BCIO, BOISE GLULAMM,SIMPLE FRAMING Connection design assumes point load is top-loaded. For connection design of side-loaded SYSTEM®,VERSA-LAM@,VERSA-RIM point loads, please consult a technical representative or professional of Record. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. trademarks of Boise Cascade wood All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Products L.L.C. Member has no side loads. Connectors are: FMTSL005 Page 2 of 2 BoiCascade Quadruple 163/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 . Dry 1 span No cantilevers 0/12 slope Thursday, October 30, 2014 BC CALCO Design Report RRRRMG- Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: Designs\FB01 Address: 18 Daria Drive Specifier: J Madera City, State, Zip: Hyannis, MA Designer: Customer: Larry Kenney Company; Shepley Wood Products Code reports: ESR-1040 Misc: . 3 15-00-00 BO B1 Total Horizontal Product Length=15-00-00 Reaction Summary(Down/ Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 748/0 2,649/0 4,092/0 61 ..,; 752/0 2,615/0 4,023/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 15-00-00 20 10 05-00-00 2 ROOF Unf. Area (lb/ft^2) L 00-00-00 15-00-00 15 30 12-02-00 3 Reaction from Desi... Conc. Pt. (Ibs) L 07-03-00 07-03-00 1,416 2,640 n/a Controls Summary Valuek %Allowable Duration Case Location ; Pos. Moment 31,008 ft-Ibs 63.4% 115% 2 07-03-00 End Shear 5,945 lbs.: 32.7% 115% 2 01-03-06 > Total Load Defl. U320 (0.544") 75% n/a 2 07-05-07 Live Load Defl. U521 (0.334") 69.1% n/a 5 07-05-07 Max Defl. 0.544" 54.4% n/a 2 07-05-07 Span/Depth 14.7 n/a n/a 0 00-00-00 %Allow. _ %Allow Bearing Supports Dim.(L z Wj Value Support Member Material B0 Post 3-1/2"x 3-1/2" 6,741 Ibs n/a 73.4% Unspecified B1 Hanger 4"x 7" 6,639 Ibs 81.1% 31.6% HGUS7.25/12 Cautions Member is:not,fully supported at post BO. A connector is required at this bearing. Header;for.the hanger*HGUS7.25/12 at 61 is a Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100•SP., . . Hanger.HGUS7,25/12 requires (56) 1 Od face nails, (20) 10d joist nails.' Notes, Design meets Code minimum (U240),Total load deflection criteria. j Design meet9,Cdde minimum (L/360) Live load deflection criteria. Design meets'arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger.Manufacturer: Simpson Strong-Tie, Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:, TrussLok(tm) Page 1 of 2 Bor*Cascade Quadruple 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100 SP Floor l3eam1Fl301 Dry(1 span No cantilevers 0/12 slope Thursday, October 30, 2014 BC CALCO Design Report Build 3272 File Name: L Kenney_18 Daria Job Name: Streber Description: Designs\FB01 Address: 18 Daria Drive Specifier: J Madera City, State, Zip: Hyannis, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood I products must be in accordance with e current Installation Guide and applicable j building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C=7-7/8" (800)232-0788before installation.\n\nBC b minimum =4" d=24" CALCO,BC FRAMERO,AJSTM, e minimum — 1" ALLJOISTO BC RIM BOARD TM BCIO, BOISE GLULAMTM,SIMPLE FRAMING Connection design assumes point load is top-loaded. For connection design of side-loaded SYSTEMS,VERSA-LAMS,VERSA-RIM point loads, please consult a technical representative or professional of Record. PLUS&,VERSA-RIMS, VERSA-STRANDO,VERSA-STUD&are. Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from trademarks of Boise Cascade wood each side. Products L.L.C: All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL634 I .Page 2 of 2 ®Boise Cascade Triple-1-3/4" x 14".VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 Dry 11 span I No cantilevers 10/12 slope Wednesday, December 10, 2014 BC CALCO Design Report Build 3272- File Name: BC Job Name: Streber Description: Designs\FB01 Address: 18 Daria Drive Specifier: J Madera City, State, Zip:West Yarmouth, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: -ESR-1040 Misc: l I I Iz I !. rI I i ,. z .. BO >I` 18-04-00 61 Total Horizontal Product Length=18-04-00 Reaction Summary (Down/Uplift) (lbs Bearing. Live Dead Snow Wind Roof Live BO, 3-1/2" 1,742/0 2,372/0 2,613/0 .,t,.... B1, 3-1/2" 1,742/0 2;372/0 2,613/0 Live Dead Snow,' Wind Roof Live Trib. Load Suimmary Tag Description., Load Type Ref. Start End 100% 90'/0 115%,, 160% 1M 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 18-04-00 20 10 09-06-00 2. Unf. Area (lb/ft12) L 00-00-00 18-04-00 15 30 09-06-00 Controls Summary Value %Allowable Duration Case Location- Pos. Moment 24,564 ft-Ibs 49% 115% 3 09-02-00 End Shear. 4;741 Ibs 29.5% 115% 3 01-05-08 A ^> Total.Load.Refl''. •U365 (0.588") 65.8% n/a 3 09-02-00 Live.Load Defl L%629 (0.341") 57.2% n/a 6 09-02-00 • 7 Max Defl. 0.588" 58.8% n/a 3 09=02-00 Span/Depth 15.3 n/a,. n/a 0 :00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" . 5,638 Ibs. n/a 61.4% Unspecified B1 Post 3-1/2"x 3-1/2" 5,638 Ibs n/a 61.4% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing.. Member is not fully supported at post B1. A connector is required at this bearing., Notes Design,me'ets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria,' Calculations,assume'Member is'Fully Braced. : Design',based=on Dry Service Condition. Deflections::less,than,1/8"were ignored in'the results. Fastene'r=M and facturer:. TrussLok(tm) Page 1 of 2 T Boise Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 * Dry I 1 span No cantilevers 0/12 slope Wednesday, December 10, 2014 BC CALC®Design Report Build 3272 File Name: BC Job Name: Streber . Description: Designs\F1301 Address: 18 Daria Drive Specifier: J Madera City, State, Zip:West Yarmouth, MA Designer: Customer: Larry Kenney Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure .{ b d Completeness and accuracy of input must �—I be verified by anyone who would rely on a output as evidence of suitability for • • . particular application.Output here based C on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C= 10" (800)232-0788 before installation.\n\nBC b minimum =4" d =24" CALC®,BC FRAMER®,AJSTM, e minimum = 1" ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAMTm,SIMPLE FRAMING All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. SYSTEM®,VERSA-LAM®,VERSA-RIM All TrussLok screws may be installed from one side of multiply Versa-Lam beams.,. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: FMTSL005 Products L.L.C. • l _ a Page 2 of 2 Aug 04 10 03:47p STREBER 631 427 3089 p.2 TOWN OF BARNs,TABLE ZOIG,FUG 10 PMy_ 9 Town of Barnstable Regulatory Services Thomas P.Ceilgr,Director HAM ]Building )XVision o tea` Town Persil,wilding CanwWssioner 260 Main Street, Hyarutiia,MA 02601 *".town.barnstable,tna.us :Office: 5a&862-4038 Fax: 508-790-6230 MRJ UN- 1 E:s -ems. SMU5 RECISTPATIO14 120 square feet or less E � dLV)n Location of shed(addres6} r Village Rt6u±+Pqj -7bA7-H Property owner'a name -- — - Talepbgae Aimber Size of Shed areal# — S./- 7L Sigaatsua Date Hysmis Main Street 9lratoyfm t Historic Diswir0- (10 Old Kings FIighwayHisudc DEstriaCommission jurisdiction? Conservation Commission(elgnature is required) Sign off hours for Conservadori 9:00-9:30&3:30.4:30 PLEASE NOTE: IF'YOU ARE WITS N TEE JURMXCTION OF ANY OFT=ABOVE COl1+IM•ISSIONS,THERA MAYBE A RRVMW PROCESS An APPLICATION FU. PLEASE SF*TSR APPROPRUTE COMMWION FOR DETAJR.S. THIS FORK MUST BE ACCOMPANIED BY A TLOT PLAN vA17.9 Mbd domm3NId ®LOLILLSOS 88:18 810Z/D9/80 Aug 04 10 03:50p STREBER 631 427 3089 p.1 07/06/2009 12:32 508430111E PIPE HARBOR PAGE 01/01 326 Ya=otA.j(d. HYMMS t 506-7"-50 owl hpa�c►n1 ® ►�70.erb r.coai, 20 QOen Aauad IA.-* HARWIQH.• 508-00- -PINE- R&mOR .• ®�1blLtyhasbo�c��► WOOD PRODV4�Ts ld all about the ' . '800.36&SHED' O• www.pind'harb nLVM ' ' • � .: •. Owner Autl1©rtzati.or7 � • .., - ; :` •, . '. asowne of'tr;v rocated.a ' t �lo� c• !� Ca (Pro eriy adc4ress) ; auftnx n to.act W1*lehalf (Name df contmct+orlagent} s In all matters•refativeln work authorized bj this buildy. perrtdtNap�,lica1iorr. n •• • '• • ' •• '. •., •., . •• ... - .• ._ 't••i� , ' , III PO/E0 . 3Wd d<1 bVH 3NId GLGLILL895 60:10 9I0L/bG/80 dig f.♦t .a,� wr Z OT Z Q a • r +� Q 1-7 OF NN G sir o CERTIFIED PLOT PL. A No su�`��� r�c1� iv)< LC L, I) T 2.S' a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `v V U� 1 y � .. 1 r / ey - } Ma P ,. �p Parcel :(�,�� ; , °�Permit# Health Division S 4 It=00$5 6, 6144 ed G 51 , Conservation Division s -3 . 4HA li 'on Fee — Tax Collectors , w Permit Fee. -. Treasurer s/0 Planning Dept. APPLICANT MUST OBTAIN ASEWER CONNECTION PERMIT FROM THE Date Definitive Plan Approved by Planning Board ENGINEERING DIVISION PRIOR TO CONSTRUCTION. Historic-OKH Preservation/Hyannis ' Project Street Address mt &/,e- Village Jt4+--INr S Owner 4 -dcg-T' 1 Pali*i" 5 7YZ1:11 t-A Address 13 1,1e491 i4 �Y19�'-•�tS Telephone- Permit Request R C e (iIL-D Q ff CSC vE ® L--D fiw-O PC i ✓P ` 0LQ ® Myk COL41oZ Nfw l(.Ka.� 1 Square feet: 1st floor: existing proposed —2nd floor: existing =proposed — Total new Zoning District hty Flood Plain Groundwater Overlay Project Valuation IVA o K�l Construction Type G..o 00 Lot Size x b Grandfathered: ❑Yes &No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure y2 3 VA-5 - Historic House: ❑Yes 04o On Old King's Highway: ❑Yes R& Basement Type: PQull ❑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: existing 4new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 6-6as ❑Oil ❑ Electric ❑Other Central Air: 8rIes O No Fireplaces:Existing New Existing wood/coal stove: ❑Yes DAvo - Detached garage:❑existing ❑new size Pool:❑_existing ❑new size —� Barn:❑existing O new size Attached garage:0 existing ❑new size ---Shed:®'existing El new size X�� Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ .Commercial ❑Yes allo- 1f yes, site plan review# Current Use f-1✓5 L 0 lam-G Proposed Use _- BUILDER INFORMATION Name rTK-rI;*v/R M , Po9cWF_C_xJ Telephone Number S-0 do 7 / O 9 Address `7 C4-0 S j- License# 3 1 coo a- `l�✓i�<S. fps S• Home Improvement Contractor# dO 4 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING-FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 3 A Lr t . Y FOR OFFICIAL USE ONLY R 1 PERMIT NO. .. F DATE ISSUED ' MAP/PARCEL NO. 4 I r , ! ADDRESS _ Y VILLAGE t OWNER 7 • s • 1 - } DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE } ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t ' GAS: ROUGH FINAL r ' FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN NO. l� f a _ The Commonwealth of Massachusetts imn; _ - Department of Industrial Accidents 6o0 Washington Street _ Vim,~ Boston,Mass. 02111 Workers'.Coin ensation.�nsnrance Affidavit-General Businesses •L 1 • address c� '� A . ' +C1✓`" J 1 S n f n ^✓fi.�/J state / / ziy ® t vhone# ( ® a ` work site location(full address) ❑Retail❑RestauraniBar/Eatin Establishment �am.a sole proprietor and have no one Business Type: g working in any capacity. []Office[]S ales (mcluding Real Estate,Autos etc.) I am an em to er with . etn to ees(full& art time ❑Oilier :<j///////////////� I am au epioyer providing viorkers comvensation for my employees working on this job. coi (? •r(a` ••�.:.L. ;1.. '..�+,"r.'Ir',-r.•..''..: •fit ..�'• '. — yt :1! :•'.'+t '.!f',"... n`an ame:. A. 47. ce.cd: •I am a sole proprietor and-have hired the independent contractors listed below who have the following workers' ; compensation polices: .•S ,<' •. . S,",a. LW•a• ...•i;f4'it„It.a; COMPS MARM9, —}or. •'i'r ,a;r:`.,:..'' •�.i.''' >,,J.•:�:% `� •lIC :#.� .;+°Y'i•a.'`?},'• ,, ?i'• A. �. 11021E ° insuranci—sb:.�.:,... . •,//i. Fallure to secure coverage as required tinder Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that g copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi and the and pe ies ofperjury that the information provided above is true and correct. Date Signature // Print name /FI . ��Gs�� Phone# O� 8 b official use only do not write in this area to be completed by city or town official permit(ltcense# ❑Building Department city or town ❑Licensing Board ❑Selectmen's Office []check if immediate response is required ❑Health Department 1 contact person: phone#; 00ther (leveed Scpt 2003) Information and Instructions Massac to ees: As husetts General Laws chapter 152 section 25.requires all employers to provide workers' compensation for'their. quoted from the law, an employee is.defined as every person m the service of another under any contract ' . of hire. express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or mare of the foregoing engaged in ajoint enferprise, and including the legal representatives of a deceased,mVloyer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. •However.the owner of a dwelling house having.'not'inore.than three apartments and who resides therein, or the occupant bf the.dwelling house of- another who.employs.persoris to do.maintenance, construction or repair work on such dwelling house or on the grounds or building.aPP urtenant thereto shall not because of such employment.be deemed to be an employer. MGL chapter 152 section 25 also•siates that'every state'or lbcal licensing agency shall withhold the issuance or renewal of a license or permit.to operate a business or to construct buildings in the.comnnonwealth for any applicant who has not produced acceptable evidence'of compliance with the insurance coverage required: Additionally;neither the ' commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until with the insurance requirements of this chapter have been presented to the contracting . acceptable evidence of compliance authority. Applicants Please fill is the workers, eonpensation affidavit completely,by checking the box that applies to your situation.•Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department•of Industrial Accidents-for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding•the 'law"or if you are required to obtain a_workers.'compensation policy,please call the Department at the number listecl:below. City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license n umber•Which will be used as a reference number. The.affidavits.mray.be returned to the Department by.mail or FAX,uriless other'arrangements have been made. The Office of Investigations would life to thank ybu in advance for you cooperation and sliould you have any questions, please do not hesitate to give us a call. The Departrnent's address,telephone and'fax number: The Commonwealth Of Massachusetts Department-of Industrial Accidents 8fffce of Wesffoafts 600 Washington Street ' Boston,Ma. 02111 fax#: (617)727-7749 nhnnP#- (6M 77.7-d900 ext 406 of Er 'down of Barnstable Regulatory Services 9n" �t sAs ram,$ Thomas F.Geller,Director 16 39. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing ow�►er-occupied building containing at Least one but not more than four dwelling units oz to structures which are adj acent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Work: Estimated Cost ,8 O Type of Address of Work ,� �� s Owner's Name: Date of Application: o I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED VEMMNT ORK DO NOT CONTRACTORS THE ARBITRATION PRO G ACCESS TOGRAM OR GUARANTY FUND UNDER MGL�142A. SIGNED UNDER PENALTIES OF PERnMY I hereby apply for a permit as the agent of the owner: AL6 Contractor Name Registration No. Date S" y6Y �V Date Owner's Name Town of Barnstable Regulatory Services vKAM ;,' Thomas F.Geller,Director .6 9, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder / e S44 ✓ the.subjectpropertp ....-. .-- •. hereby authorize � �� - �� .. :._ ... .... .to'act on my..behalf, in all matters relative to work authorized-by.this building.permit-application%for: darer. . (Address of Job) Sigastute of Owner Date Print Name e -' - '11•': .l l���XQ'��GV[•a3'•.�VI��QL•fZ{S Board of Building Regulations and Standards BOARD OF eti1LDING REGUi,A r<,- _ HOME IMPROVEMENT CONTRACTOR • CONSTRUCTION S PERVISOR T cause. 0 , Registration: 105488 Ntanti - CS 031802 Expiration: 7/17/2004 Bif#td e_.061a5f1953 Type: 'Individual j< EtPd•$sc 06/,15/2004 Tr.no: 26101 ARTHUR U PACHECO ResUdc": 90 Arthur Pacheco ARTHUR M PACHECO- � a 26 Nan 26-NANCYS LAI!* Hyannis.MA 02601 HYANNIS. MA d M1 Adiriausttaior Adininictrntor ELI �j A • �p as f �.--r/�'�N•��, � o- ��' Af o rar o� zg ° 4 27'+ 47, �N OF ERA :44 gar. FQ� 4 CERTIFIED PLOT PLA � a�Q . _..._..._....m...._.. _.._�.�, - 4*e...5 a 6,o r 84�1 Org '"cX*4 ew,t 46 OL T / �4 akin SAPSo14 1 P T P I till 5 16 �-� N Q4 P ua S7G°D3 '/S"C7671 7 T Z,5 Z_ sr, + ^� o P&'OU:D a Fes. � -N 77-ooU,00 , o. 13. 5 O Lo r 24 �NEOF LI HN CyG �. 's s ERV V CERTIFIED PLOT PLAN < E GIR L v T ti 1 L_ 14-/ >ANN/ S NEW CONSTRUCTION ONLY .TOP OF FOUNDATION IS Z'� FEET �A RI(/5'T,�I 3 L_E ABOVE LOW POINT OF ADJACENT F ROAD. SCALE: "=sv DATE = iv�s �fri 'I ELDR£DGE ENGINEERING COIN I CERTIFY THAT THE vA7'ow. CLIENT SHOWN ON THIS PLAN IS LOCATED EOtSTERED REGISTERED JOB N0.8�0 S3 ON THE GROUND AS INDICATED AND CIVIL I LAND CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.BYj OF ,�,, ,.;�,�,,;R, j, MAS j r ST CH.BY= 712 MAIN _. HYANNIS, MASS. SHEETLOF DATE •G. LAND SURVEYOR plc' 1l�iC //����✓ and lot number :Assessor's map ... .9R6 .j17 I�-frj., OF?HETf, .- Sewage Permit number"-;; c�,��,r, �1�w�.,l fi i INSTALLED SYSTEM MUST - STALLED IN COMPLIA B)HB$TAIILE, i House number TITLE 5rnos -.'i,'7?0+N4ENTtAL CODE AN 17moA', P'. TOWN OF BARNSTA-B'LElc1"!,9 `± t BUILDING INSPECTOR �� c / ��-� ��� ` �, . APPLICATION FOR PERMIT TO ...`..........:.......................... TYPE OF CONSTRUCTION .................. .......F& r. .....:..................... v.. �.........19... r TO THE INSPECTOR OF BUILDINGS: , The undersigned hereby applies for a permit according/too the following information: 04 Location .............. . .....�.�..... . 5 ....� '.`..�.�.......r... . ........ ! i..�.... ............ F` J Proposed Use f / Zoning District .................99...........................................Fire District Y Name of Owner ....... (..L ' " v. / ./.' L..............Address a.Q.x � C. c Nameof Builder ......................I... .....:......................Address ..............................1..../............................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .............................6...............................Foundation .......ro ......... ��. �...... Exlerior ............ ..:�........ ......................Roofing ............ �.�......... 1................... .... Floors ..............1.�!..- 7...... `................Interior . .. . `.( Heating ..............!....�.✓��-.. .....Y".. .5........................Plumbing vL'........"1` Cp ..: .. Fireplace ..Approximate Costs 0 Definitive Plan Approved by Planning Board _________ ______19_ l. Area 1 4' �J . � 7 v� �- Diagram of .Lot and Building with Dimensions i � Fee .SUBJECT TO APPROVAL OF BOARD OF HEALTH' '"............ I hereby agree to conform to all the Rules. and Regulations of the Town of Barnsta the above construction. bl regarding�. Name ............. :.. �.. ... ......... r ENBRZER C0BP0D-kTION - �36I� One S �� ' ----��- Pernnh for -----� . .---. ' . `_Siuol��..I7azuilv_Dvve i , � ^ ............. � Lmt #25 l8 I}aria Dr. , Location --------------.------- r r ` ' - ` n nia ----...��+c.--.----_----------- Owner ...-^ Greenbrier Corp.. ' -'�.--,----------------' � Frame Type of Construction -------------- " -.---------.-----^----------'' . � � ' ^r ' plot ..... ...................... Lot ----------' ^ ^ ` J�+__ November 5, - �l ' ' � Perm.t.ov�n�e6 .�;--.--------.-.]A uo,e ` . Inspection � �� �� �^- ^ . � � ~� ' � PERMIT REFUSED ' -............................... l�----.�..' ' ---- - .�----. --.- -------.---.----. -- ~ ' . ` . . ^----''-7'�^—'- -�----'------- - '''� � . ` , ---.~,.-.--..--...~.--~.-.��~-----. � � .. --..,�--------~---.-~..----.~ . . . ^ ' --..�------------ 19 � ,,�- -- ^ ' ' , -.---. , ---�� ����� ` . . ~ . - . 7 f rr V1 TOWN OF BARNSTABLE ' permit-rNo. _______—•__—�•--- -- - . ; Building Inspector _ 1 sPasrruc Cash9. .1----- OCCUPANCY PERMIT Bond No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building In No building shall be occupied until a certificate of occupancy has ,.Ybeen issued by the' Building Inspector." `^Issued to Grembeier • Address BfrA 510, Centetville lot #25 19 Dana. Drive. Ilvaig�ia Wiring Inspector J/ - 4 �� Inspection date Plumbing DMectorr Inspection date G:as Inspector n Y t Inspection date-a' 3 AN 92 \f7 a.vart J_rn.�. i' Engineering Department Inspection date- THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. Buildi d,,Inspector ' 61 Assessor's map and lot number ....j!a�� .f�Q;�/ rj THE tp�I Sewage Permit number . ............ Z BARNSTABLE. House number .. :..../.p...................................................... 9 NAG& �p 039. `00 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ............... .............'�." l��` G� C I� :�/I� ..:......... r ...... ........ TYPE OF CONSTRUCTION ..................k........L�.-0... . ...... ?.�L�-.................................................. ......... .....................(� 19..d1 r TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a�perrmit according to the following �iinnformatiionn: Location ................L...f� ..(.... .... .J.......... .�.� .�.........P../K........ (..?.. ................................................... ProposedUse ................................ :.. ................................................................................................. Zoning District ......I.........�C ................. .....................Fire District ........AK.y,4iv-f ,..........`........................ Name of Owner ...... ....................' 1�(.!......... ..............Address ............ . ... ..........?../ 3..... °.'r. Nameof Builder .....................75...... , .-'......................Address .............................. .............................................. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..................................................................Foundation ........ ...........................�(c....... Exterior /1 �p ............................Roofing .....................�...�. .C!�1.,.......r...........!:- .� ..�............ Floors . .............1...,, !JZ 7,....:-�...t/ 1 ................Interior .............. .....?`f..y.Tr. .,�!L�U j'... ........................ Heating ..............( . ......... ... .. ........................Plumbing .................. ;� t1.0 ....... ... e' >.;2..-el r. ... Fireplace .............................:. .... ...........................................Approximate Cost ...... .S 1.G.(. :.................................. �. Definitive''Plan Approved by Planning Board _________ ______19_rj Area ....... ...J..`"✓........... Diagram of Lot and Build qng with Dimensions Fee ......... ......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above < _ construction. Name ............. �?-:..':t.`.....j....f.�j'..r................... .. `.. ' A=3=* GREEABRIER CORPORATION 23615 One Story No ................. Permit for ............................... .. . Single Family Dwelling - Location Lot..#2.5 18 Dari Dr. ....Hyannis.......................... Owner ...Greenbrier Corp. .............................................. Type of Construction ...,,,Frame ................................................................................ , Plot ............................ Lot ........................... �6 ,i Permit Granted ........1`dovem4er 5, 19 81 Date of Inspection 19 Date Completed ......................................19 PERMIT REFUSED .' ......................... 19 .........................../.............................................. ... ..... ......................`.. ..... ........................ ........... ................� ................................. , Approved ................................................ 19 ............................................................................... ............................................................................... r . , . . . .. % . . P . . I . . . . I. . .. . . . . . . . . .. .. . . . .. q. . . . . - : . I ff . --- - -- .. % . .. . - - - . .. . - . - - - --- - - - -- . . — — -- . : . : - - - - j -- - -- -=- -- _ . _ _ . . .. . .. - -- ..' -----. -.. -. F� r - .. . . -— .. _.. .-... :: r .. -- . _ - . -�, 1 �: f - - . . . . f � 1 fC I ` ( i � �� - -- .. .. . . . I � I : , . . f - -- _.- - �. .:' . ' - ., ml 111 "1---I (���_-� , I 1I. I �_I [I.ILalllI ��� - _ - 4 — - ! - . _ _ . I� - . _.,-�L i�J_ aCx _ - r1.-- - - . . ---- _ i . -- . e- __ . . -- 1 . . 1 � r �`� . . Jt ��,I -- . . . . . R ,�' , . . .. . . . . S KE DET TORS EVIEWED: . ^ —� NO : . . . . . . BAfiNSTABLE Build G DEPT.. DATE fzic .. �t J 3- 1 . . . . w; --- --- - FIRE()EPARtMEIdT DATE . �. _.. c3 a 2' - F w �_,� 7-1- �- BUTH:ci7URl:SAAF REQUIRED FOR pEf�NlTIMG . - / ' � . . . " f . . ---- --- . . _ __-- -- TJ_ ..I I _i i is�( . . . �-� .I -- . L -� J L.- ,-, . fI i �' f _ L� t t'1Z o o s�c� �r� . t o-�a f�lj2a �:.o'►-► L,� _ I _._.- h . r,�kje:- N�bt, .. .t ry. Q t`� �. . 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