Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0534 COTUIT BAY DRIVE
3� ��� i3 ay �- T ''�I . .r 1 PROJECT NAME: � ADDRESS: . PERMIT# :O PERMIT DATE: M/P: . LARGE ROLLED PLANTS ARE IN: SLOT Data entered in MAPS program on: BY: i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TOWN OF BARNST 'BL 03�� Map Parcel A ication Health Division 2014 JUN -9 n,!M 9= DNte Issued /?23 /Y Conservation Division Application Fee Planning Dept. Permit Fee DIIti O Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address .$ T C r Village L'0�7i 1 Owner Address %� S Ak 5. Gy3?� Telephone Permit Request Storm nn 74'CI7- 7-Y)Z �/ { Square feet: 1st floor: existing_4O 1proposedZOo 2nd floor: existing proposed y Total new 2(R� Zoning District Flood Plain Groundwater Overlay Project Valuation 1 Sb�0JU Construction Type Lot Size / Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Fa;Zo units) Age of Existing Structure 9-77 Historic House: ❑Yes. On Old King's Highway: ❑Yes ff No Basement Type: �Fu I ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 14 W Basement Unfinished Area (sq.ft) 3 00 Number of Baths: Full: existing new 0 Half: existing new O Number of Bedrooms: existing _new Total Room Count (not including bath ): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas il ❑ Electric ❑ Other Central Air: es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 9'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 new size_ Attached garage: LI-Kisting ❑ 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 OR HOMEOWNER) Name 1�'� �1��►{jS ATV Telephone Number^SUg Address CD 0' License # CS -0793E8 CVO` Jk,01�✓g . OZ LS S" Home Improvement Contractor# 3 Ema' a v Worker's Compensation # WC 003 030 ALL CONSTRUCTION DEBRIS RRSI 11 Tlmq, FROM THIS PROJECT WILL BE TAKEN TO_/1/��S i1r�P SIGNATUR DATE �� 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - MAP/PARCEL NO. ADDRESS VILLAGE OWNER : _. DATE OF INSPECTION: t FOUNDATION FRAME �l zip II a - .z rc INSULATION a - o FIREPLACE ELECTRICAL: ROUGH FINAL_ PLUMBING: ROUGH FINAL z GAS: ROUGH FINAL " FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. T7te Coirsrr ommaith ofMassachusetta Dejwhment of fidustri d Accrdenty Owe of Investigaftons 6000 Muhington Street Boston,MA 02111 wfov.ma,mgov1dila Workers' Compensatian Iusurance Affidavit:Builders/Contractors/EAectriciansfMumbers �7 Tnfnrmation �/�� �/p PteasePrinf�.eglbly L a=�Bi1SlDP84� f10allDdlVidDal�: �.t,.JIA! 1�/t� l l,I z I G Andre-w 6 g t�ZnP-zQr- 2,oa8 City/Stagyzip: EkeC v; l • Z ,S' Phone ik- <7A Are you an employer?Check the appropriate box: Type of, (r. ems contractor ;ect(require L O am a employer with J 4 ❑ I 5t and I 3' o 6_ ❑N eonsfrix:ioa employees(�and/or part�ime)* have hiredthe sub�conteaciors. , I El am a sole proprietor or partner- listed on the attached sheet. 7- L7 x� g ship and have no employees These soh-contractors have g- ❑Demolition worlang forme in any capacity_ employees and have workers' 9_ [ltuildmg addition [Nonr workers'Comp.inanrae comp.insuranceS mired-] 5. ❑ V%te are a corporationand its 10_❑Electrical repairs or additions 3.❑ I am a homeowner doing all work offf ss hav�a exercised their 11-❑'Plumbing repairs or additions „fit£ [No workm•gyp- right of exemption per MGL 12.0 Roof repairs insurance required-]Y C.152,§1(4),and we hmm no employees_[No workers' 13_❑Other comp_insurance required.] AaY appHrsat tbst checks boot ir1 mast also fillout the section b9owshovring�wo3ken'compensadiouporuy inftmstzan. Homeowners vrha submit this sffidavh i dkxtiag they are doing all-=&and then hire oatside contracturs rimer snbffiat a new afd3vk indirstin cc sad3- tContwcmrs that check this boat must sttadted sa additional sheet showing the name of the sab-CM&SCbM and state whether ocnot$hose pistil have Employees. Ifthe sob-conttadorsh3Ve employees,they nnut provide their warkers'comp.policy,number. I am an employer thed is prmridizzg ttrorkers'cotzglerzsmYvn insurance for my empinyeeis. Belau is the pa£icy an.d,job srtg informatwIL Insurance CompanyName: ' :- Policy g or Self-ins.Lic.#: (A)C- d(-03&U 3 '� Expiration Date: 3 z 0 Job Site Address: � � City�'SlatelT.tg:C.11�l/;��• C72. Attach a copy of the workers'�.mpmV!�,licyde�dirn page(shoving the policy number and expiration date). Failure to secure coverage as requireduuder Section 25A o€MGL tw 152 can lead to the imposition of criminal penalties of a fine up to$1,500.OD and/or one-year imprison as well as civil penalties in the farm of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator_ Be advised that a cDpy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verffitation. I do hereby tech;f l rz thepr&�and es afpedary thatthe irzforraaddn pratdded abm ee fs hug and-correct tore_ Bate- Phone# O t ial ass only. Ike not write in this area,to be wmpletad by city ar town of ficiaL City or Town: Permit/License# Issuing Antharity(drde one): 1.Board of Health 2.Buff-ding Department 3.City1rown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Persan: Phone#_ 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuanfto this statute,an anployee 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 the commonwealth for any applicant who has not 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 performance of public work until acceptable evidence of compliance with the irmn-ance requirements of this chapter have been presented to the contracting authority." Applicants Please flI out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their cemficate.(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or pariners,'are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.• Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/licease number which will be used as a reference number. In addition; 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 city 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 bum leaves etc.)said person is NOT required to complete this affidavit- The Office of Investigations would lice to thank you in advance for your cooperation and sho d you have any questions, please do not hesitate to give us a call The Department's address;telephone and fax number. The Comrnon_wealth of Massachus,2 tM Department of Indushdal.Accidents Office ofkvestiptiom 600 washxnatou Street Boston,MA,02111 Tel.#617,727-4M ext 406 or 1-&77-MA�SAFE Revised 4-24-07 Fax# 617-727-7749 - wwwin s gov/dia . GUIDE TO WOOD CONSTRUCTION 110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule 'JaMIMQM @MUM � Roof Framing Blocking to Rafter(Toe-nailed) 2-8d 2-10d -each end n Rim Board to Rafter(End-nailed) 2-16d 3-16d each end Z SI Wall Framing 21 Top Plates at Intersections (Face-nailed) 4-16d 5-16d at joints I' Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. V Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 51 Floor Framing. G Joist to Sill,Top Plate or Girder(Toe-nailed) (Fig. 14) 4-8d 4-10d per joist gr Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4-16d each joist N Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist Band Joist to Joist(End-nailed) (Fig. 14) 3-16d 4-16d per joist Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-16d. 3-16d per foot Roof Sheathing ' Wood Structural Panels rafters or trusses spaced up to 16"o.c. 8d 10d 6" edge/6"field ! i rafters or trusses spaced over 16"o.c. 8d ; 10d 4" edge/4"field gable endwall rake or rake truss w/o gable overhang 8d ' 10d 6" edge/6"field gable endwall rake or rake truss w/structural 8d 10d 6" edge/6"field outlookers gable endwall rake or rake truss w/lookout blocks 8d i 10d 4" edge/4"field Ceiling Sheathing Gypsum Wallboard 5d coolers - 7" edge/10"field Wall Sheathing Wood Structural Panels studs spaced up to 24"o.c. 8d 10d 6"edge/12"field 1/2"and 25/32" Fiberboard Panels 8d1 — 3" edge/6"field 1/2" Gypsum Wallboard 5d coolers — 7"edge/10"field Floor Sheathing Wood Structural Panels 1" or less 8d 10d 6" edge/12"field greater than 1" 10d 16d 6" edge/6"field I 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Unless otherwise stated,sizes given for nails are common wire sizes.-Box and pneumatic nails-of equivalent --. diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST& PAPER ASSOCIATION 27 GUIDE TO WOOD CONSTRUCTION. IN HIGH WIND AREAS 110 MPH E7CPOSUf;E, B WIND ZONE T3A�l Checklist 1.1 SCOPE WindSpeed (3-second gust).........................................................................................................110 mph WindExposure Category.......................................................................................:.................................B 1.2 APPLICABILITY Number of Stories .............................................................. (Figure 2).....:......... t •stories 5 2 stories RoofPitch ...........................................................................(Figure 19) ............................P_ <_12:12 MeanRoof Height ..............................................................(Figure 2)...................................4 ft. _<33' Building Width,W ...............................................................(Figure 4)...................:.............. L&ft. <_80' Building Length, L ..............................................................(Figure 4)................................... ft. 5 80' Building Aspect Ratio(L/W) ...............................................(Figure 4).................................�_<_3.0:1 1.3 FRAMING CONNECTIONS General compliance with framing connections?..................(Table 2)......................................................... 2.1 ANCHORAGE TO FOUNDATION Type of Foundation.............................................................(Figure 5)................................ Foundation Anchorage Proprietary Connectors Uplift.......................................................................(Table 3).....................................U= plf Lateral......................................................................(fable 3)...................................,..L= pif Shear............................... ............................. able 3 = pff 5/8"Anchor Bolts Bolt Spacing i...........................................................(Table 4) .............�m. ••-- Bolt Embedment.....................................................(Figure 5 ......................(Figure 5 in. in.x in.thick Washer Size ( 9 )•••••••••••••� 3.1 FLOORS Floor framing member spans checked?..............................(IRC or WFCM)............................................... < Maximum Floor Opening Dimension...................................(Figure 6)..................................._ft. 12 M Maximum Floor Joist Setbacks 0 Supporting Loadbearing Walls or Shearwall.................(Figure 7)...................................... U ft. <_d � Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Figure 8)...................................... Floor Bracing at Endwalls................................................... (Figure 9)...................................................... Floor Sheathing Type----------•-•.............................................(IRC or WFCM)......--•---....:.........L4) u Floor Sheathing Thickness..................................................(IRC or WFCM)................................... irl., Floor Sheathing Fastening..................................................(Table 2)..................................................� 4.1 WALLS Wall Height Loadbearing Walls ..............(Figure 10)..................................Y-"oft: 5 10' ✓ 10 Non-Loadbearing Walls..........:.....................................(Figure )......:.........................._ft. _<20' tJ Wall Stud Spacing...............................................................(Figure 10)...........................&in.5 24"o.c. Wall Story Offsets...............................................................(Figures 7-8)................................CL—in. <_d 4.2 EXTERIOR WALLS Wood Studs Loadbearing Walls........................................................(Table 5).....................2x_6_-2 ft. q in. --� Non-Loadbearing Walls................................................(Table 5).....................2x -_ft._in. A! AMERICAN FOREST& PAPER ASSOCIATION 28 CHECKLIST 110 MPH EXPOSURE B WiIND ZONE Bracing Gable End Walls WSP Attic Floor Length.................................................(Figure 11)..............................._ft. >_W/3 Gypsum Ceiling Length.................................................(Figure 11).............................a., ft. >_0.9W Double Top Plate Splice Length................................................................(Figure 13)............................................L ft. Splice Connection (no. of 16d common nails)..............(Table 6)..................................................to Loadbearing Wall Connections Uplift. (proprietary connectors)......................................(Table 7).....................................U= lb. Lateral (no.of 16d common nails)................................(Table 7)....................................:........... Non-Loadbearing Wall Connections Uplift. (proprietary connectors).......................................(Table 8).....................................U= lb. Lateral(no.of 16d common nails)................................(Table 8)................................................ Wall Openings Header Spans...............................................................(Table 9)......................... ft. O .in.<_ 11' Sill Plate Spans..............................................................(Table 9)....................... ft. 0 m. 12 Full Height Studs (no. of studs).....................................(Table 9)............................. ............... 3 . Connections at each end of header or sill Uplift. (proprietary connectors)............................ (Table 9)............................................J108 lb. Lateral (proprietary connectors).............................(Table 9)............................................sZ$ Ib. Wall Sheathing i Minimum Building Dimension,W SheathingType..................................................... (Table 10) ........................................ Edge Nail Spacing.................................................. (Table 10)........................................ in. Field Nail Spacing able 10 in. ..... ........ ............................... ........ Shear Connection(no.of 16d common nails)........(Table 10)........................................... .... ............................................... (Table 10) 13o lb. Hold Down Capacity ......................................... Percent Full-Height Sheathing................................(Table 10)............................................_% Maximum Building Dimension, L SheathingType......................................................(Table 11)........................................ Edge Nail Spacing..................................................(Table 11)......................................... Field Nail Spacing...................................................(Table 11)......................................... /Z in. Shear Connection(no.of 16d common nails)........(Table 11)...............................................3-ID- Hold Down Capacity...............................................(Table 11)..........................................f16Q lb. Percent Full-Height Sheathing................................(Table 11)...........................................l�% Wall Cladding Rated for Wind Speed?................................ 5.1 ROOFS / Roof framing member spans checked?...............................(1RC or WFCA#).............................................. l/ Roof Overhan ......... (Figure 19 ft.<_2'or U3 1 Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift. ................................... (Table 12) U= lb. ................................... ................................... Lateral.....................................................................(Table 12)....................................L= lb. Shear......................................................................(Table 12)...................................S= lb. Ridge Strap Connections—Tension ...................................(Table 13)....................................T= plf �-X4d,w R Ic Gable Rafter Outlooker..:....................................................(Figure 20).................... J ft. ft. 2 or U2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................ ................. ........... (Table 14)...................................U= lb. vY Lateral.....................................................................(Table 14)....................................L= lb. Roof Sheathing Type..........................................................(IRC or WFCAl1).............��..//..... ...GtJ�v� Roof Sheathing Thickness.........................................................................................V in.>3/8'wsp Roof Sheathing Fastening able 2 l7 AMERICAN WOOD COUNCIL 4 i 1 •Massachusetts -Uepartment of vuottc bwety 'Board of Building Regulations and Standards 1 Construction Supen*isor I License: CS-079358 -1:. rX MARK A MACALOSTER 64 EBENEZER RD "s� �( s j OSTERVILLE WA 0265 '( jell `,�.�,., Jl� • ,� �„ Expiration Commissioner 08/12/2014 i � I &X. Taomvnaoozioeu�l�o�C�/l/�uaauc�uaeGt( rr ` :Licen a or registration valid for individul use or Office of Consumer Affairs&Business Regulation s OME IMPROVEMENT CONTRACTOR before the expiration date. Iffound return to. OME IMPROVEMENT •MENT Type: ' Office of Consumer Affairs and Business Regulation egist10 Park Plaza-Suite 5170 xpiration 8/372015 DBA Boston,MA 02116 MACALLISTER BUILDING;.; MARK MACALLISTER _ -; 00, 64 EBENEZER ROAD OSTERVILLE,MA 02655 Undersecretary Not valid without signature I - I i axTME Tad z63q. 039. Town of Barnstable 9�EkARNSTABM �0� QED MP'I� Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, i C.tip) -,as Owner of the subject property hereby authorize XCLCQ_Lusn1 &I LT2 t N 4 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date o'Q>z0 Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. TAKEVIN MBuilding Changes\EXPRESS PERWREXPRESS.doc Revised 061313 I Workers Compensation and Employers Liability Insurance Policy Polc Number Policy Period N S U R A N C E y . .. From. :To C O M P A N Y WC 0632030 03/01/2014 03/01/2015 12:01 A.M.Standard Time at the mailing address 26255 American Drive of the ins slated herein Renewal Of Transaction Southfield, MI 48034-6112 WC 0632030 Policy Declaration SY^R 1_ Named Insured and Mailing Address Agent MACALLISTER BUILDING, LLC THE FAIR INSURANCE AGENCY INC 64 EBENEZER RD 619 MAIN ST OSTERVILLE MA 02655-1211 CENTERVILLE MA 02632 UNEMPLOYMENT ID# CARRIER# FEIN# Risk ID# Entity of Insured 24562 025687813 0196263 LTD LIAB CO Other Workplaces Not Shown Above: 2. The Policy Period is from 03/01/2014 to 03/01/2015 12:01 a.m. Standard Time at the Insured'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 $230 If the premium is paid on an installment basis, a $5.00 per payment charge applies. Total Estimated Annual Premium $ Expense Constant $ Minimum Premium $ 500 Premium Discount $ � ❑This is a Three Year Fixed Rate Policy Deposit Premium $ Premium Adjustment Period: ® Annual; ❑ Semiannual; ❑ Quarterly; ❑ Monthly U Issued Date: 01/i o/2 014 Autho ize Representative Issuing Office W0000001(Ed.12/04) INSURED COPY '.BARNES-GARAGE HEADER BEAM 1 2013.4 Allowable Slmss Deslgn LOAD TABLE MSI: 0.56 w NOTE: 2 PLIES 1.750 X 9.500 LP LVL2950Fb-2.OE DESIGN CRITERIA VSI: 0.42 1.THIS COMPONENT IS DESIGNED TO SUPPOR T ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.48 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASE' TOGETHER (REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ LOADING,DEFLECTION LIMITATIONS,FRAMING FLOOR LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR DEAD LOAD = 12 PSF LATERAL BRACING THAT ISALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IMF FLOOR TOTAL LOAD 42 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX ORARCHITECT. UNIFORM ROOF LIVE TOP 330 PLF 00-00-00 09-06-00 1.15 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTSTO ENSURE UNIFORM FLOOR LIVE TOP 330 PLF 00-00-00 09-06-00 1.00 ROOF DEAD LOAD = 15 PSF LATERAL STABILITY. UNIFORM ROOF DEAD TOP 165 PLF 00-00-00 09-06-00 0.90 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR DEAD TOP 132 PLF 00-00-00 09-06-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM WEIGHT 10 PLF 00-00-00 09-06-00 0.90 FLR LEFT SPAN CARR. 0.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL FLR RIGHT SPAN CARR. 22.00 FT TO SIZE WARNING NOTES: ROOF LEFT SPAN CARR. 0.00 FT 6.THIS LP LVL IS TO BE USED ASA ROOF RIGHT SPAN CARR. 22.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS DEFLECTION CRITERIA FOR SECOND FLOOR SLEEPING ROOMS ONLY. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW LIVE LOAD DEFL: L / 360 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. TOTAL LOAD DEFL: L / 240 100"O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL CODE COMPLIANCES DESIGN ASSUMES COMPONENTS CARRIED ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, REPORT N APPLIED TO TOP EDGE OF LP LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS APA PR-L280 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ICC-ES ESR-2403 ATTACH THE TWO PLIES WITH 2 ROWS OF 16d LADBS RR-25783 (3-1/2-)NAILS AT 12-OC.STAGGER ROWS. ANCHOR LP LVL ROOFIFLOOR BEAM SECURELY TO BEARINGS OR HANGERS. CCMC 11518-R NAILS CAN BE DRIVEN FROM ONE FACE OR HALF Florida FL15228 FROM EACH FACE. NAILS MAY BE COMMON OR NO WALL LOAD WAS USED. 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. 330 , »o ' le 13e t jl ilillill!1 iiikj �fj iklli Ii 'f 9.500 SUPPORT REACTIONS (LBS): M103MUM BEARING NUMBER 1 2 1.750 DOWN 3807 3807 13.500 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 0 3- 0 MA CEME M DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.16"(L/681) 0.31" -DEAD LOAD 0.15" 9- 6- 0 TOTAL LOAD 0.26"(L/420) 0.46" "'THIS DRAWING IS NOT TO SCALE"' Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 06/06/14 IBC 2009 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 application LP Engineered Wood Products plumb and formsisting lateral fomesshall be designed and complete structure.Obtain all the necessary code compliance 'Common nalladriven parallel to glue lines shall be spaced a minimum of 4-for 10d q14 Union Street,Suite 2000 installed by others.No loads are to be applied to the approval and instructions from the designers of the complete structure and 3'for ed. Nashville,TN 37219 component until after all the framing and fastening are before using this component. If the design criteria listed above does *Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP IJoists except as shown completed.At no time shall loads greater than design loads not meet local building code requirements,do not use this design. In published material from LP any use of LP LVL,LSL and CTR,LP IJoista contrary Phone 800.515.7570 be applied to the component. When this drawing Is signed and sealed,the structural design is to the limits set forth hemon,negates any expresswanardy of[he product and LP Fax 866.753.4369 approved as shown in this dmwing based on data provided by the disclaims all Implied warranties including the implied warranties of merchantability Design Criteria customer.LP LVL,LP LSL and CTR,LP lJoisis are made without and fitness fora particular use. The design and material specified ere in substantial camber and will deflect under load.Wood in direct contact with DWG # conformity with the latest revisions of NDS.'Dead load concrete must be protected as required by code.Continuous lateral deflection includes adjustment factor for creep.Total load support is assumed(wall,floor beam,etc.)LP does not provide on-a to *A COPY OF THIS DRAWING IS 10 BE GIVEN TO THE INSTALLING CONTRACTOR Inspection.This dmwing must have an Architect's or Engineer's seal SHEET # deflection is Instantaneous. Inspection. to be considered an Engineering document. LP is a registered tmdemark of Louisiana-Paciric Corporation. File:CAProgram Files\LP\Wood-E Design\2013.4\WOODE.SPX 'BARNES-GARAGE REAR BEAM 2 2013.4 Allowable Stress Design LOAD TABLE MSI: 0.60 NOTE: 3 PLIES 1.750 X 9.500 LP LVL2950Fb-2.0E DESIGN CRITERIA VSI: 0.37 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASE: DESIGN CONSISTS OF 3 - PLIES FASTENED RSI: 0.35 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ I TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FIOOR LIVE LOAD 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER FLOOR DEAD LOAD 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD = 42 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SR FT-IN-SR ORARCHITECT. UNIFORM ROOF LIVE TOP 330 PLF 00-00-00 12-00-00 1.15 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM FLOOR LIVE TOP 330 PLF 00-00-00 12-00-00 1.00 ROOF DEAD LOAD = 15 PSF LATERAL STABILITY. UNIFORM ROOF DEAD TOP 165 PLF 00-00-00 12-00-00 0.90 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR DEAD TOP 132 PLF 00-00-00 12-00-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM WEIGHT 14 PLF 00-00-00 12-00-00 0.90 FLR LEFT SPAN CARR. 0.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL FLR RIGHT SPAN CARR. 22.00 FT TO SIZE WARNING NOTES: ROOF LEFT SPAN CARR. 0.00 FT 6.THIS LP LVL IS TO BE USED ASA ROOF RIGHT SPAN CARR. 22.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS DEFLECTION CRITERIA FOR SECOND FLOOR SLEEPING ROOMS ONLY. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW LIVE LOAD DEFL: L / 360 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. TOTAL LOAD DEFL: L / 240 91"O.C.OR L ESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL CODE COMPLIANCES DESIGN ASSUMES COMPONENTS CARRIED ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, REPORT # APPLIED TO TOP EDGE OF LP LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS APA PR-L280 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ICC-ES ESR-2403 ATTACH TWO PLIES WITH 2 ROWS OF 16d LOADS RR-25783 (3-1/2")NAILS AT 12"OC.FROM ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. CCMC 11518-R ONE FACE ONLY. STAGGER ROWS.FLIP Florida FL15228 BEAM AND ATTACH THE THIRD PLY WITH 2 NO WALL LOAD WAS USED. ROWS OF 16d(3-1/2-)NAILS AT 12"OC.TO THE UN-NAILED SIDE OF THE FIRST TWO THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL PLIES. STAGGER ROWS.NAILS MAY BE LOAD DEFLECTION LIMIT OF L/240.(PROVIDED BY THE LP CUSTOMER). COMMON OR BOX NAILS WITH A MINIMUM THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. SHANK DIAMETER OF 0.131".16d SINKERS 3-11/4" MAY BE USED. m m I�if t 194 I ;I .i,l: 9.500 SUPPORT REACTIONS (LBS): MAXIMUM BEARING NUMBER 1 2 1.750 2" CEC DOWN 4838 4838 3.500 UPLIFT --- --- 5.250 CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 8 3- 8 MARIIdUM DEFLECTIONS CALCULATED ALIA)WABLE LIVE LOAD 0.28"(L/503) 0.39" *DEAD LOAD 0.26" Ic 12- 0- 0 TOTAL LOAD 0.45"(L/309) 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: 06/06/14 IBC 2009 Temporary and permanent bracing for holding component The use of this component shell be specified by the designer of the -Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance 'Common nails ddven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others.No loads am to be applied to the approval and Instructions from the designers of the complete structure and 3'for6d. Nashville,TN 37219 component until after all the framing and fastening are before using this component.If the design criteria listed above does -Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP IJolsts except as shown completed.At no time shall loads greater than design loads not meet local building code requirements,do not use this design. in published material from LP any use of LP LVL,LSL and CTR,LP IJolsts contrary Phone 800.515.7570 be applied to the component. When this drawing is signed and sealed,the structural design is to the limits set forth hemon,negates any express warranty of the product and LP Fax 866.753.4369 approved as shown In this draWing based on data provided by the disclaims all implied warranties including the Implied wanantiesof merchantability Design Criteria customer. LP LVL,LP LSL and CTR,LP yoists am made Without and fitness fora particular use. The design and material specified am in substantial camber and will deflect under load.Wood in direct contact wflh QWG # conformity with the latest revisions of NOS'Dead load concrete must be protected as required by code.Continuous lateral defection includes adjustment factor for creep.Tbtal load support isassumad(wall,floor beam,etc.).LP does not provide on-site *A COPY OF THIS DRAWING ISM BE GIVEN TO THE INSTALLING CONTRACTOR Inspection.This dmwing must have an Arehftecft or Engi noses seal SHEET # defection is Instantaneous. ofixed to be considered an Engineering document. I LP Is a mgistemd trademark of LoulsianeFacific Corpomtion. File:HALP\Beam Calcs\WOODE.SPX BARNES SUNROOM BEAM 3 2013.4 Allowable Stress Deslgn LOAD TABLE Mal: 0.44 NOTE: 2 PLIES 1.750 X 9.500 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.29 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 — PLIES FASTENED RSI: 0.32 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASE' TOGETHER (REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ LOADING,DEFLECTION LIME FLOOR LIVE LOAD = 20 PSF METHODS,WIND AND SEISMIC IC BR LIMITATIONS,FRAMING OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR DEAD LOAD 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD = 32 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT—IN—SR FT—IN—SR OR ARCHITECT. UNIFORM ROOF LIVE TOP 210 PLF 00-00-00 11-00-00 1.15 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM FLOOR LIVE TOP 140 PLF 00-00-00 11-00-00 1.00 ROOF DEAD LOAD = 15 PSF LATERAL STABILITY. UNIFORM ROOF DEAD TOP 105 PLF 00-00-00 11-00-00 0.90 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR DEAD TOP 84 PLF 00-00-00 11-00-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM WEIGHT 10 PLF 00-00-00 11-00-00 0.90 FLR LEFT SPAN CARR. 14.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LPLVL FIR RIGHT SPAN CARR. 0.00 FT TO SIZE WARNING NOTES: ROOF LEFT SPAN CARR. 14.00 FT 6.THIS LP LVL IS TO BE USED ASA ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. THIS CEILING BEAM HAS BEEN DESIGNED FOR USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS DEFLECTION CRITERIA ; UNIHABITABLE ATTIC SPACE WITHACCESS STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW LIVE LOAD DEFL: L / 360 FOR LIGHTATTIC STORAGE BY A DESIGN PROFESSIONAL. TOTAL LOAD DEFL: L / 240 7.COMPRES EDGE BRACING REQUIRED AT EACH END OF SION COMPONENT. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL CODE COMPLIANCES BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, REPORT b DESIGN ASSUMES COMPONENTS CARRIED ARE ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS APA PR-1,280 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ICC—ES ESR-2403 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. LOABS RR-25783 ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. CCMC 11518—R (3-12-)NAILS AT 12-OC.STAGGER ROWS. Florida FL15228 NAILS CAN BE DRIVEN FROM ONE FACE OR HALF NO WALL LOAD WAS USED. 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. ro 210 1401 1C0 SUPPORT REACTIONS (LES): 9.500 MfMMUM BEAR ING NUMBER 1 2 1.750 DCWN 2536 2536 3.500 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN—SR) 3— 0 3— 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.16"(L/818) 0.36" *DEAD LOAD 0.18" 11— 0— 0 TOTAL LOAD 0.28"(L/466) 0.54" "'THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LPLVL,LPLSL and CTR,LPI-Joist Specifications Software Provided By: 06/06/14 IBC 2009 Temporary and permanent bmcing for holding component The use of this component shall be specified by the deslgnerof the -Supports end connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance 'Common nails ddven parallel to glue lines shall be spaced a minimum of 4'for 10d 414 Union Street,Suite 2000 installed by others.No loads are to be applied to the approval and Instructions from the designers of the complete structure and 3'for ed. component until after all the framing and fastening are before using this component. If the design criteria listed above does *Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP IJoists except ss shown Nashville,TN 37219 completed.At no time shall loadsgmaterthan design loads not meet local building code requirements,do not use thisdesign. in published matedal from LP any use of LP LVL,LSL and CTR,LP Woistscontrary Phone 800.515.7570 be applied to the component. When this drawing Is signed and sealed,the structural design Is to the limits set forth hemon,negates any express warranty of the product and LP Fax 866.753.4369 approved as shown In thisdreving based on data provided by the disclaims all Implied warranties Including the Implied warantiesof merchantability Design Criteria customer. LP LVL,LP LSL and CTR,LP I-Jolstsom made without and fitness fora particular use. The design and material specified am in substantial camber and will deflect under load.Wood in direct contact with DWG # conformity with the latest revisionsof NDS.'Dead load concrete must be protected as required by code.Continuous lateral deflection Includes adjustment factor for creep.Total load support is assumed(wall,floor beam,etc.).LP does not provide on-ate -ACOPY OF THIS DRAWING ISM BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # defection Is instantaneous. Inspection.This drawing must have an Amhitect%or Engineers seal affixed to be considered an Engineering document. LP Ise mgistemd tmdemork of Loulsiane?aciflc Corpomtlon. File:H:\LP\Beam Calcs\WOODE.SPX rCBARNES SUNROOM FLOOR BEAM 4, • 2013.4 Allowable Stress Design LOAD TABLE MSI: 0.30 NOTE: 2 PLIES 1.750 X 11.250 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.22 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASE( DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.26 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ I TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LC1AD 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 52 PSF THE RESPONSIBILITY OF THE PROJECTENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 280 PLF 00-00-00 11-00-00 1.00 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 84 PLF 00-00-00 11-00-00 0.90 FLR LEFT SPAN CARR. : 0.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 11 PLF 00-00-00 11-00-00 0.90 FLR RIGHT SPAN CARR. 14.00 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 ASA FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS 7.COPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES EACHM END OF COMPONENT. BY A DESIGN PROFESSIONAL. REPORT # APA PR-L280 DESIGN ASSUMES COMPONENTS CARRIED ARE MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LADBS RR-25783 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518-R ATTACH THE TWO PLIES WITH 2 ROWS OF 16d BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. Florida FL15228 (3-1/2')NAILS AT 12-OC.STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. 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. 2110 !i ill ji !Iji 1; e4 ad .[ iii 1! i ill 11.250 SUPPORT REACTIONS (LES): MIU M[M BEARING NUMBER 1 2 1.750 DOM 2064 2064 3.500 UPLIFT --- --- CROSS SECTION MIN HEARING SIZES (IN-SX) 3- 0 3- 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.101-(L/1273) 0.36" *DEAD LOAD 0.05" 11- 0- 0 TOTAL I= 0.14"(L/950) 0.54" —THIS DRAWING IS NOT TO SCALE— Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 06/06/14 IBC 2009 Temporary and permanent bracing for holding component The use of lhiscomponent shall be specified by the designerof the 'Supportsand connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products plumb and forresisting lateral fomesshali be designed and complete structure.Obtain all the necessary code compliance -Common nailsdriven parallel to glue Iinesshell be spaced a minimum of 4'for 10d 414 Union Street,Suite 2000 Insfalled by others. No loads am to be applied to the approval and Instructions fmm the designers of the complete structure and 3-for ad. Nashville,TN 37219 component until Baer all the framing and fastening are before using this component. If the design cdteda listed above does *Do not cut,notch,drill oralter LP LVL,LP LSL and CTR,LP Woista except asshown completed.At no time shall loads greater than design loads not meet local building code requirements,do not use this design. in published material fmm LP any use of LP LVL,LSL and CTR,LP IJolsts contrary Phone 800.515.7570 be applied to the component. When this drawing is signed and sealed,the structural design is to the limits set forth hemon,negates any expmsswarranty of the product and LP Fax 866.753.4369 approved as shown In this drawing based on data provided by the disclaims all implied warranties including the implied wamintles of merchantability D¢sign Criteria customer.LP LVL,LP LSL and CTR,LP 14oists am made vAthout and fitness fora particular use. The design and material specified are in substantial camber and will deflect under load.Wood in direct contact with DWG # conformity with the latest ravisionsof NDS'Dead load concrete must be protected as required by code.Continuous lateral deflection Includes adjustment factor for creep.Total load support is assumed(well,floor beam,etc.).LP does not provide on-site -ACOPY OF THIS DRAWING ISM BE GIVEN TO THE INSTALLING CONTRACTOR inspection.This drawing must have an Arahitecral or Engineers seal SHEET # deflection la Instantaneous afixed to be considered an Engineedng document. LP is a registered tmdemark of Louisana43acific Corpomtion. File:H:\LP\Beam Calcs\WOODE.SPX CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACINO METHOD FIGURE 1 t NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side-Elevation Extent of header(two braced wall segments) ( I Top plate continuity is � Extent of header(one braced wall segment)----,. I f required per R602.3.2 r ' " Miit:3'x I.I- /4"roe}:header • t, r Sheathing tiller if needed ( d" } , 2'to 18`(finished width) 16d sinker nails �—Fasten sheoihing to header with 8d common (0.148"x 3-1/4 nails(0.131°x 2-1/27 in 3'grid pattern as shown L t; and 3"o.c.in all framing(studs and sills)typ.' t.� ;l 3'o c.' t 1,000lb.header-to-jack-stud strop ++ -. " In �1,000lb.header- " on both sides of opening ; ; ` " 11 .;. (install an backside as shown on to-jack-stud strop height I^''x. 1'4 Side Elevation,Ref.No.LSTA24) I t '; on both sides 10 - i 11 x,. of opening(Ref. �:; w \"Min.(2)2x4 NP• �'" �; ""'( No.LSTA24) , •I 1f pone)splice is needed it shall Braced wall •1 occur within 24"of mid-height• segment per tl '4: ' Blocking is not required. R602.10.5 „ 3/8'min. ' ,« ,. thickness wood i • Min.width based on ba No.of�, :# � -,�,,t structural panel height-to-width ratio:For f� IL sheathing 9 jack studs � 1� 9 *-' example:16"min.for 8'height, per table '1 20'for 10'height,etc. f Min.2"x2 x3/16'plate washer +•i ' .L. Tmr �• f - �'� I Anchor boll per R403.1.6 Typ. ----�� Foundation per code ! 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. Not to scale l Note:This narrmv«all bracn-segment mews the utismum requiremuit.Eli-vr311 bracing FIGURE 2 (nicking loads iu the plane of the wall. The hwidin desi� er should determuuu whm spe- S EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) — eiGc du..il�are ncecciry w provide a eotrpiete --- , load both for using th;s bracing in the structure_ At corners,conned the 1\ t 1 two walls together as / 16d nail of 12,d.c. outlined in this detail Jo � provide overturning Orientation of stud may vary restraint. f �r Gypsum,when required, ! installed in accordance with IRC Chapter 7 Wood structural panel t i -.ram r 6 Statement Agribalance� .installed. , . , . , : , Spray Foam Insulation A m N Oi Company Name Cape Cod Insulation, Inc. Phone Number 800-696-6611 m William Johnson Installation Date 10-06-2014 shrew 10-09-2014 co co Applicator Name , co L )ObSite Address 534 Cotult Bay Drive, Cotuit A-Side Lot #'s D348E91704 Permit Number B-Side Lot Ws 3421803 Total a Approximate • • / Insulation ` Walls 5 1/2" R-24 320 sf 0 D Attic 9� R-40 760 sf m 0 0 d Walls 3 1/2" R-16 260 sf z LO C r- D H Z CoatingIntumescent Used. Location D m 817-640-4900 o Info@Demilec.com • www.DemilecUSA.com EMjLE °14 1' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# 77- 3Health Division Date Issued Conservation Division ¢ �e l� ® Application Fee �0' Tax Collector Permit Fee 0i�� Treasurer Ot/� Jw itk"'I" Planning Dept. E)gSTiNG SYSTEM Date Definitive Plan Approved by Planning Board UM O TO OF BEDROOM$ � Historic-OKH Preservation/Hyannis C� Project Street Address " �� � i/� A,4y Village Owner Wi-I M e 754A)t!5' l'���� Address S'-� �➢`?/ /¢� [� � i Telephone �0 6�— Permit Request — Square feet: 1 st floor: existing proposed �!� 2nd floor: existing 6DSr'proposed _ o Total new a� Zoning District Flood Plain 4- 2 Groundwater Overlay Project Valuation OD-06 Construction Typev� Lot Size 3y, y� Grandfathered: Q<es ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ZTwo Family ❑ Multi-Family(#units) Age of Existing Structure c;- ►.Paw O/O,l Historic House: ❑Yes UrIN'o On Old King's Highway: ❑Yes RI No Basement Type: ull awl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) S.?�� Number of Baths: Full: existing new Half:existing / new d Number of Bedrooms: existing new iTotal Room Count(not including baths): existing new First Floor Room Count I Heat Type and Fuel: ❑Gas Q Oil ❑ Electric ❑Other Central Air: ❑Yes 3' o Fireplaces: Existing / New�_ Existing wood/coal stove: ❑Yes ff Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Ve'�isting Cl 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 I / BUILDER INFORMATION Name / Telephone Number Address Pa, /a S&)C /D go License# 0 Home Improvement Contractor# Worker's Compensation a// lm;6 r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE O FOR OFFICIAL USE ONLY ' PERMIT NO. DATE ISSUED r. MAP/PARCEL NO. Y y f ADDRESS VILLAGE OWNER i DATE OF INSPECTION: . a f FOUNDATION � Z-1ZZ/6S FRAME " 511°I105 + INSULATION S12,716�r i FIREPLACE ELECTRICAL: ROUGH -� 1 FINAL PLUMBING: ROUGH M FINAL t ® r GAS: ROUGH A FINAL r r , FINAL BUILDING °'� 9 t=P �►c� CD UP - , co w .; DATE,CLOSED OUTco M ram'. 0 ASSOCIATION.PLAN NO. '� T �• J I ' f _--� The Commonwealth of Massachusetts — Department of Industrial Accidents Ofk.B FawnVOYA" 600 Rushing,ton Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit-General Businesses address l 9 l s-d— state ' � 2ay city _ work to location full address ❑ _ !. I am a sole proprietor and have no one working in any capacity. Business'I�pe: ail❑Restaurant/Bar/Eating Establishment Of El Sales(including Real Estate,Antos etc.) I ens Toyer with 0 elm 1 ees full& art time). ❑Other //% %/%/ I am an employer providing workers' compensation for y employees working on this jo . Com aav name dd �J bone#• ' ' 0. city: .,, . ..• ' I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: coin�en 33'8me: , address: •`•`� '` ' : : .. insurance co. :... cons any neaie:.• .. .:..:. � .•' .. . . address: f hone#: v. cl insurance 7-7 V. co.:-: //%/ //%/ �% /%%%/ FaOure to secure coverage as required ender Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine. to$1T500.00 and/or. one years'imprisonment as well as civil penalties 1. the form ora STOP WORK ORDER and a fine of sioo•oo a day against me. I under atand.tbat g copy of this statement may be forwarded to the Of of Investigations of the DIAfor coverage verification I do hereby certi der the p and ies of perjury that the information provided above is t Ue 4nit correct Signature Date � Phone# Print name , s.�a..�'�`:�r "� ''��r.����r-ate�u�rrm✓� � - 7c���-�. r ofTicial we only do not write in this area to be completed by city or town official permittlicense# ❑Bullding Department city or town: ❑Licensing Board ❑selectmen's Office ❑check if immediate response is required QEealth Department r phone#; ❑Other contactperson: (revved Sept 2003) _ Information and Instructions aws chapter 152 section 25 requires all employers to provide workers' compensation for t Massachusetts General L heir employees. As quoted from the"law", an employee is defined as every person in the service'of another under any contract of hire, expr ess or implied, oral or written. t ' 1 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 section 25 also states that every.state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth 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 - acceptable evidence of compliance with the insurance requirements of this`chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation 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 shouldbe returned to the city or town that the application for the perrmt 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. City or Towns Please be sure.that the affidavit is complete and.printed legibly. The Department bas 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 cense number which will be used as a reference number. The affidavits maybe returned to be sure to fill in the perrrrit/li the Department by nail or FAX unless other arrangements have been made. The Office of Investigations would hke to thank ybu in.advance for you 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 Commonwealth Of Massachusetts Department of Industrial Accidents gff"of lavestlgadons - 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext:406 Town of Barnstable Regulatory Services ' Ba MASS. ' Thomas F.Geiler,Director Mass. 9�'ArE039. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 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 owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. / ,�+� ©0. Type of Work: � (/I� /� f� Ct Cf0 ` Estimated Cost �(/ Address of Work: Owner's Name: 6[ Date of Application: _ ld,51�� 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 CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date ontractor Na e. Registration No. OR Date Owner's Name Q:forms:homeaffidav i = RESIDENTIAL BUILDING PERK UT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: 6 k.� 0 x.0041= square feet x$96/sq.foot= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) _ Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation[Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 i °ft►+E T Town of Barnstable Regulatory Services ASM = Thomas F.Geiler,Director 139. Building Division QED MA'I a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, —1319'(111J"J ,as Owner of the subject property hereby authorize GaoV i;,2 B-J)&b 1)V to act on my behalf, in all matters relative to work authorized by this building permit application for. J 3 i a�Y Ca tuc i (Address of Job) _ s/oy . Signature of Owner Date Print Name 0 TORM&OWNEUERMISSION o� cDd9T/ON C'oTUiT MASS . Sc�LE- �=40' a.9rF �9p,P✓G 4 /977 iN /�I.B�C zyz PL Z7 s�n/a dEi.vG i - ' d GoT °'Z3 ma's-�bw�i o.v �q•�v� CoueT � `o �� �(i �"c�T/F y Tt,�Ar 77�/E A,�000 s6'a �,� r!,.. ' .• �� ! :,' BuiG.D J.v G ZA4W.v o v 7VI S IW-49,V is ZoC,97F o N 7;ZIS- C A%tJ NA r9-S. ZA6W A/ AIMED" 14ND 7734*r iTCowLbAr"r Ta r. ; 7N6- . 4v 77yEF T8 W Ao' O/C qic 4 /J777a. ` � 1 t � i i ! I I I� � I Fvh.e�t yteprn�sio✓ I 1 Lo7- ,off I LSACNGt: P.t sarvrk,yw�e. ; I I &7'-r.- CPS'-r-/ I I i I I Funoce {� NSW ?.D�ITIoN �srA�N�w N j 1 � t � -I f 3 ✓sae�airvnronu�alt/a�.�aaaau/usae!!d r BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR • � Number„.CS• 077754 ' Birthdate:l 1/22/:1;957 g' ,.9 Expires:;11/22/2Q05 Tr.no: 117.11 Rest fetid: 16 CAREY C GROVER PO BOX 1080 COTUIT, MA 02635 Administrator T� Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration 144322 Ezpiiafion:`=9/23%20.06 Type: .D,pA GROVER BUILDING 4:REM06EI_I URREY GROVER- 56 BOWDOIN RDA MASHPEE,MA 02649 Administrator x T i . I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 I i I I Checked by/Date I I TITLE: proposed additions & alterations CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 11-4-2004 DATE OF PLANS: 10-29-04 PROJECT INFORMATION: Bigelow Residence 534 Cotuit Bay Road Cotuit, MA 02635 COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 COMPLIANCE: Passes Maximum UA = 226 Your Home = 210 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 108 30.0 0.0 4 CEILINGS 598 30.0 0.0 21 WALLS: Wood Frame, 16" O.C. 1102 11.0 0.0 98 GLAZING: Windows or Doors 162 0.340 55 FLOORS: Over Unconditioned Space 679 19.0 0.0 32 HVAC EQUIPMENT: Furnace, 84.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for th' building, and the cooling load if appropriate, has been determined usi the a plicable Standard Design Conditions found in the Code. The HVAC uipme selected to heat or cool the building i shall be no greater tha 125% he design load as specified in Sections 780CMR 131 and 4 I Builder/Designer Date I Combination Roof and Floor Beam(99 BOCA National Building Code(97 NDS)1 Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 11-04-2004: 5:17:05 PM Proiect:BIGELOW Location:'7'GIRT Summary: 4 21 1:75 1N x 9:5 IN.x7.0:FT. /1.9E Microllam-Trus Joist-MacMillan Section Adequate By: 105.6% Controlling Factor. Area/Depth Required 7.06 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.07 IN=U1260 Total Load: TLD= 0.11 IN =U732 Reactions(Each End): Live Load: LL-Rxn= 2052 LB Dead Load: DL-Rxn= 1481 LB Total Load: TL-Rxn= 3534 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 1.35 IN Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 8.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor. Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 25.0 PSF Floor Tributary Width-Side One: FTW1= 8.0 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 0.66 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 50 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 240 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 156 PLF Floor Uniform Live Load: wL-floor- 346 PLF Floor Uniform Dead Load: wD-floor- 207 PLF Beam Self Weight: BSW= 10 PLF Combined Uniform Live Load: wL= 586 PLF Combined Uniform Dead Load: wD= 363 PLF Combined Uniform Total Load: wT= 1010 PLF Controlling Total Design Load: wT-cont= 1010 PLF Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3087 PSI Adjustment Factors: Cd=1.15 Cf=1.03 FV: Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 6184 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3534 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 24.04 IN3 S= 52.65 IN3 Area(Shear): Areq= 16.17 IN2 A= 33.25 IN2 Moment of Inertia (Deflection): Ireq= 102.50 IN4 1= 250.07 IN4 v l 1 i I r- --. SMOKE DETECTORS REVIEW i BARNSTABLE BUILDING DEPT. D TE ---------------- FIRE DEPARTMENT p ATE f IB 0 TN SIGNATURES ARE REQUIRED FOR pERM/TT/NG �l 5Q v,�-A.f_: i J i Ell S rol .o i i . . . . . . . . : S - X n�2 i -ate TOWN OF BARNSTABLE BUJLDIN,G PERMIT APPLICATION Map C�, Parcel t:VITH TITLE 5 COMPLIA"t# c37g'o2 7 �N�/Eb� 1EN a"4 Health DivisionP � �$' ssued� ,-Conservation Division 13' �e-- Fee Tax Collector Treasurer A Planning Dept. r i Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address S 3 y � 13a,.., (fir i v < Village Owner Address 4 U f 4m D r ( ,� Telephone l5 D an T • S Permit Requestc,r� Square feet: 1 st floor: existing ;)&o proposed _ 2nd floor:existing y proposed Total new Estimated Project Costoe2 0 Zoning District Flood Plain Groundwater Overlay Construction Type W2�a Lot Size y 0-170 Grandfathered: 0 Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 9' Two Family O Multi-Family(#units) Age of Existing Structure 111�js Historic House: ❑Yes C�W On Old King's Highway: 0 Yes Calo Basement Type: ❑ Full ❑Crawl ❑Walkout. ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) DSZ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing_ new I Total Room Count(not including baths): existing v"7 _new First Floor'Room Count Heat Type and Fuel: W Gas 0 Oil ❑ Electric 0 Other Central Air: ❑Yes ❑No Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes ❑No Detached garage:O existing ❑new size Pool:O existing 0 new size Barn:O existing ❑new size Attached garage:O existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes O No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name n,-G., Y �,� Telephone Number 6 a (7� Address ax t i�`� Vg 1�_Llm n/ r icense# OS 9` N n ,� ,AAA Home Improvement Contractor# G d Worker's Compensation# V ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE lob FOR OFFICIAL USE ONLY .__,dam - - 0--RMIT NO. 24 DATE ISSUED r y MAP/PARCEL NO. ADDRESS VILLAGE 1 J OWNER ^" ; DATE OF INSPECTION: , FOUNDATION FRAME INSULATION FIREPLACE 3 r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ,; ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. d Y 1 t ' • y L�9 o Lo09T/oN C'oTU/T MASS . � / L e .So9LE' i�=4c' DArF' Apeic 4=a977- __,__ �` •' . �7y ` 407 Z3 -5>��►�u�/ o.� Lgarb Cou.2T i �° Q/L PGA / SC�PT/GY T7',M,A7 ZOC,9� o:v i-t/E- NSeSDA< Aiwa 7,Vy9T 771E SET-BAc.� E�ui�Eh►E7V7'� a,C ' ` nl ' N 77VE To w.v o iC 8,4,eNsTA13�, I O, � ,gpeic 4 1IF77 eEG: Lswa S�evEy E j _ Qo B6'�'T H CAPP/CC i GG�:•- pETi Tic�/E� 1 � � � 1 I �o7- I � i . - /68. i I 1(\ Fvr"z,&- I (�R�7�T*r5ro 4J 1 I M OAS '•�) L6AOFl Sevnc Tm,� I \ pill o C� I I I � I FirveE f I . �uAa,✓sio N I I � � I 1 - I\ Co7- 'Y2z c 1 Assessor's map and lot number ..mr. .\J.... �..I. � 1-'C 7 7 SEPTIC Sewage. Permit number INST SYSTEM MUST g� qLL E WITH qRED �IN CCMPLIANCe } �Q�DF THE TOWN OF BARNSTARI -!; d 4 r rojV aWN Z BWSTAbPE, "6 BULDING INSPECTOR ur ' I'd L ;APPLICATION FOR PERMIT TO .....e.0'.� Y........................ ................ ............................................ a., TYPE OF CONSTRUCTION .::....1�.f.. ° A.C.,ly........ .......�..........1,9zz :5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: LocationQ .............. 7....... . �� V�. ....�..�� ...... �J.."Y....r................................. ProposedUse ........a/Gc/4ey!..:t�A........................................................................................... ttPP �.......................................Fire District ... a���l.r.? .................................................... Zoning District .NF.. ............... .. • /jir• ,�lf1��. f ................... ��..... �k ,A.f.�. .1. L. �-...Address �Ae W �r �• !/4!!IJr' Name of Owner ... .. ............ ................... ..... . Name of Builder ...Dh4.............ffLq.C.a....................Address V...... ....WV/.: CU.?'f'If'YIFi Name of Architect .. .�@ ..............................................Address ..................................... /"avlYe�f Number of Rooms ...........� /O..................................................Foundation ............................................i ............... ..... .... Exterior .......t(".. ...............Roofing .....5r(�(�/!.`R ................../ .................................. ..... Floors /� !'G ...........Interior . 1 ...... cIJ. .................................. Y� �( AJ (,GJC� ........Plumbing �c ....................................................S / Heating .........T '............................... ................ /_ � b Fireplace .� !.L7 .Approximate Cost �S. Definitive Plan Approved by Planning Board -----------_------_-----------19________. Area .... ... . Q . .. ......... Diagram of Lot and Building with Dimensions Fee ....... :.7si .. ............ SUBJECT TO APPROVAL OF BOARD OF HEALTH �/a/�7 � a�i � zz �a�►>,; I hereby agree to conform to all the Rules and Regulations of the Tow of Barnstable regarding the above construction. ' Name / � Cappiccille, Mr. & Mrs. Robert 19336 1 1/2 story NO "................ Permit for .................................... single family dwelling ...........................1.................................................... Cotuit ,Bay Drive Location ................................................................ Cotuit ............................................................................. Mr. & Mrs. Robert Cappiccill.e Owner .................................................................. frame Type of Construction .......................................... ............................................................ ................... 'Plot ........................ Lot ...............#.23.......... June ,24 77 'Permit Granted ........... .......19 nspection .....Date of I r/..... ........19 , .......19 X Date Completed ........... PERMIT REFUSED ................................................................ 19 ........................... ..................................................... ....................... ............................................................................... ............................................................................... App roved ................................................ 19 ............................................................................... ............................................................................... Assessor's map and lot number ..............................: SewagePermit number .......................................................... ��Pyo�TMETo�♦� TOWN OF BARNSTABLE Z HARNSTADLE, i "b 9 BUILDING INSPECTOR �Aj�,O YFY a. APPLICATION FOR PERMIT TO .......................:..................................................................::................................. TYPEOF CONSTRUCTION ......:............. `....:............................................................................................................ ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...................................................................................... ............ .: ...... ......... .: ... ..... .. ..... ....................................... ProposedUse ............................................................ .......:..........:...................................................................I......................... ZoningDistrict .. ...... ........................................Fire District ... .....:. ............................................................. Name of Owner .. . ..Address ... ................ Name of Builder ......... . :...................Address ......... . ..:.'... ......... ......... ................:.:.......... :..... .. Nameof Architect ..:.`. ............................................................Address .................................................................................... Numberof Rooms .......... ......................................................Foundation �... ......: ......................................................... Exterior ..... ...Roofing ......... Floors Interior ......... ........................................... Heating ............................................................°..:...................Plumbing ........................................................................... ...... Fireplace ..............................................................Approximate Cost .......t.....: Definitive Plan Approved by Planning Board -----------_______-----------19________. Area Diagram of Lot and Building with Dimensions Fee .......' SUBJECT TO APPROVAL OF BOARD OF HEALTH I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name :........:............................................................. Cappiccille, Mr. & Mrs. Robert A=55-41 19336 1 .1/2 story No ................. Perry-at for ..................................... single family dwelling ............................................................................... Location q0tuit Bay Drive • ..................................................... Cotuit ............................................................................... Mr. & Mrs. Robert Cappiccille Owner ....................... .......................................... fram'e Type of Construction ........................................... ................................................................................ Plot ....... #23 ....... ............. Lot ................................ June 24 77 Permit Granted ........................................19 Date of Inspection .....................................19 Date Completed .......................................19 OERMIT,.REFUSED ..............Q... ....... .................. ............. .... 19 .........Q .. ..... .......... ............. ... 19 ..... .. . ..... ..I.... . ......... .................... .... ....... . . ... . . ................ .......................... .................................. .. . ........... .. ................... Approved ................................................. 19 ............................................................................... ................ ....................................................... ...... r w i T j `h bra nf, f 02:56P11i r l'I.01 31,L` f HEE LAHly ��'++i V A it T%ACT 7 LOT OWN C' RA1 SIG V a ?�.�.;_RY �T��`E Zd1V 1 OM '�? > .0' Z 3 �wOT APPLICANT: JAN!: F BIGE-L,0�' OF BAND LOCATE D AT 44 s PA Di OOKEY- , j 9 NI • j ,®a#}Tm. ._.:,om.e�va+vma..bo..m..,o<,....m ._ .e,.n,.�.�.;.....st..a.,�,,.r�:eu,emaw•,eG>or ..+.s�1mlA * ,,rs-wa,w......e...,.....�......,-.—.__.,.,.,.,...,. �.�_. i'$ . HOC %c?tv O iJVd T:jxa f�f �� lic fid IN CPMMPLIhl"i C E J%'iE Lr A�� Z�a"a�tls B LAWS 6dTTH RESPEC'I`Ti 'to HORIZONTAL i7f r--IONAL, REt7UIRD. N''F'S. . ,4, " • ,,,;....tt.1l'�9,fir�"*,�+�t`�' '�+Y�a�..�.r�a��il.z s�.�.�.1,v..uY+�mw+� .>.,} �, , 4 r •.^{• .. � a .�"•c 4'"fZyq � s—> .9,anm...a { :�.,�,.....�a+asis�v»®. .a. �.�...m...m,n<;,•wvxss ;TH'J L rdE[iT ltvC SHOWN u. E )Y-:"E8 NOT FALL W14'7iIN A SPECTAJ, F'T.1 CD FIA12', RD WNm AS DELINEATED QN'-A " t I LL +.'';F �°�t'fi3tsi�riTY 2o50'0 1 0018 L AS ZPKE .C E,F�TED 7,12 /92 psi'' "r'.� 1N�4TI0t.4ALtF*IA GtD I�3SL'��CE CERTIFICATION jASON kNDW1Ck1 CO-OPERATIVE BANK & ITS. ITr,E IN-811--gNICE C ANy, T-,Ai 'TiiERE ` ice" as rL O A' W , a i r�ARTE F . 1 E�iSEE�:t NIM EXCEPT �� S�30KN VID Ti_IA:. 0; VHIS PLAN WA$ PREPARED LEER Pax: � ,�,. GENERAL IO. S.This4"nri le,In e�tie rz cacti wzis:pr + reti fcr til .dt�c irf�:r riti�r�€i nt it 09 of Is Lo IMMEDIATE sUPERvisTw. thL cue 0rtitt!s not 1 ir�tendeeS or"rs r£ssentecc 9 to be t�jarse9 at property line-s ey, No corners`avve*stet. It cannot be used for preparing deed pdas6rlpflons.,,c6nb-�t=tk;,h orgo tyc��eb isFun�j fonc��i!,y hedge of twildir e� rvas,}T,yhe k�+�,yJ�e/s,�s$0-town heron Isss based o.n cliientt��gs�irnWshed fond ow- e C occupant.t. R 1 rit �! ��'�^+^fC� LJ ht:••,'� 6V. i 9;J,d9��u� �,�1�10'A1P''�F� .a� d Giw�e,Ji ic754Ji[it�r�$�tl9i.i`1�^d�t4 ahG.y 1. Intormotion onto maybe subject to fsr'th®r c>ut snL.l���Q�ii s ecasser tan ,d .e.�...eT.ru.+a.,�i:n.:.,.�'.^{ � �a rrv,:w.��,..x'+`t.r'.4"'+�'��ts'. xrgreu,lk- wwr..r ... .unu •.t"wn..o,..emmwr .•�.ar..,..m. u - 7 %U v? w to OL Eo- O I li d Z J 7Z w I . i i V\ W C Q } w F E- � W = 7 • � I �- �-LI Z�CO J Z Q n Q , I I U �~ 'A1 i i`� - a d .45 QZx p� z z z el w 11 n a�z u _ m ul �xg)Q u o �_ � �•fx• __ J a q� W o g j?��]� � F' 'J� O g '.l V�� N 0� >� � CI Ol� F.> (�•� � N'1� Cll � ° l� y� � m� L . :11 E u, E �- Ir T 1 Il i 111 i o�z co � oaf 4N 0-9 m d J-c d d Q W _ zz .o;c o;f.ia �`Z o =u w v a O a V a 13o o� o J _j �I I� C Ol ul J �ml-u �-f ' Zm4� . N + 2 8� 00 �kk F S> 4 W Z Vl a I , AWgAL"r-4-44E7 ' r - AW+ALT 6N1NLILe% — — - .\YN rm cx t2A2 i N,w — I-- WItIT>E.CEDAR.�r-- l� I • --24 _=KI41 Levapor1 FONT. EG.E �!4TTON riRANDMRS; giL Ps�t�EL:oN:.,,_._„_� . .534 Cpr iT f}►Y.RD. ..cbTVIT N{4 NDTOD. .,...m..: ....... DAM �. q " c Z m O z a v o Z t � .4rCom ,v nmp 713 r F I� lML `_i3 'I Dn m t _ -1 U irk i PA vo r� t, 1 Oi d .. _V. A1.3:� 3•�• ZZ Nr. m I Fmm 2d' n po . it a - lpo y F 1� d . t I � lu-u�� •, I� _j_ 1 z < m ; C J.0 II + A z D iPf o Z ' .J R c � " Ll i ` t A t � p y . o ° voFp I_ . : The Town of Barnstable • a�erter�, . Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 f40ffice: 508-862-4038 ' Ralph Crossen Fax: 508-790-6230 Building Commissioner 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 owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with,certain exceptions,along with other requirements. Type of Work: ,{� Estimated Cost ��Qd ov oT- �� - Address of Work: l.G n Owner's Name: �!) O_ , _41%_.� ¢ c Date of Application: 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 CONTRACTORS FOR APPLICABLE HOME ff"ROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 1127 Irk s o Date Contractor Name Registration No. OR Date Owner's Name q*mis:Affidav I --_- - The Commonwealth of Massachusetts El = Department of Industrial Accidents •• � . -=�=�� Olfrce oflntyestigations �i4 .--s 600 Washington Street r� Boston,Mass. 02111 Workers' Comyensation Insurance davit � icau rurafztl�%////////,/%%//./;//%/ name: I �- .� �.� ..,ram .T� ,�'V•`' location: ���^ G`�:4 r e L� city f'�li a..A_l\ Q>�. ohone# �)-Is,- / •�� ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one workin in any ca acity //� 1'. T1 am an employer providing workers' compensation for my employees working on this job. I company name 4IL address: city: w V,:,-,( �— phone insurance cn. ( I f 110licv# C iad ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the folloii ing workers' compensation polices: company name: address: :.:. ::::......;::::•.; :..:. city phone msarnnce ca. a6ev# company name: address: city- :. ohone M ` ......... ............:. insurance co. � oli .. ,:. .: Failure to secure coverage as required under Section 25A of M lties GL 152 can lead to the imposition of criminal penalties of a tine up to 51.500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Me of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage vertacation. I do hereby,certify under the pq{tts and p Wallies of erjury that the information provided above is true and corrects Signature ' Date Print name (ZAe I V, Lt b Q-1 I nV Phone#------------ otlicial use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if Immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone 0; Mother .. ::............ (tevuta*95 PJA1 iMCURAppumftj ' TabbJS2.1b(eaedaneel) pmenow Padumn for One and Two-Fan*Residential Building;Heated with Foam Faeb MAXIMUM MINIM CH at Cdft wan Floor Mg At g) U-val i R-valul R values R-value? wan Pia E�a�'' P�Be R'v lue' I Rwalua' $701 to 6500 Headag Degree DaW Q 12% 0.40 3E 13 1 19 10 6 Normal R 12% 0.n 30 19 19 10 6 Normal S 129A 0.50 38 13 19 10 6 U AFUE T I5% 0.36 38 13 25 WA WA Normal U 15% 0.46 38 19 19 Normal 10 6 Noal V ls'A 0.41 3E 13 _ 25 . WA WA i3 AFUE W 15% QM 30 19 19 10 6 iS AFUE X 111% 0.32 38 13 29 WA WA Normal Y I BOA M42 3E 19 25 WA WA Norma t 19% 0.42 31 1 13 1 19 10 6 90 AFUE AA IV/. 0.90 30 1 19 1 19 10 6 90AFUE 1. ADDRESS OF PROPERTY: ' 1 g Dim•'`�'-�: °' • 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 310 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DEWING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROV YES: NO: I q-forms-f980303a o. CP .J W C-P - i l .J OL `-• �t 6 L d 1p, milttWo L i W od W cr Ao I `ICI IZI-UI 151_GI '41_10' 71_al 41_0l I' A Y m gI ,se' III i� - � ISO T, li. I I I j �Z j ALL FBI I I `� ��€ �� I '• I Z � I - I - _ I I I U - la -7L' sl-�� I p I I I Q)r Z• r D fpQv� lnn f► I I_ �a'J$I 1-I 4 gg p�rq 17n y F D 0 Apr � g Ltl pc ' _ m �Z p _ rt U rn II i ;I 5�N o o I 1 I -n9 Z � � 0 I _.:---- - o � i I T Q 14' r-o' gl_,sbl Z p D D I I G'-lo " Z In II i Ll I. I r'n I , 0 ° 1 D N� --I - — — — -- N g =c 0,1 3 �- Q. 0 I C) N F A 1 O j m 4 N 5 x !'$z D o_ o IT p u m- D N Z f (1)I'�•T x I fit' vL R.I - - IS N 0 Q m c m R M e - I Z c I I 1 I I I I : I I 1 I 1 I — Z' e' I Q I I t � I;II r I 11 l 81-I S/61 .-._— I I i i; I pQQCjBC I To oub.PLNR-...._ II I �PV I —!1 1 2 2 m c dIh— —iN.K,,Ixtersey ARCHI-TECH ASSOCIATES D _ s additions and alterations to the 0 three Ertel ttmrdiW rm " �• " •• " BIGELOW RESIDENCE „„ .,,�h„�,,,,, W„k, 534 COTUIT BAY ROAD. COTUIT. MA empymn nmeeeum AR.- a _ D o 1990. My copy. WU.Vmti a r c h i t e c t u r a l d e s i g n, i n c. P D p rypmGuom o m,uwu- d !l• O r 0 SEO TONSION PLAN/FRAMING PLANS/ �;;� a ;, 6 school street tel: 508.420.5335 m M„w,�,R cotult, ma 02635 fax! 508.420.5304 �• I� L J J GI-GI 281-0 " gI�ILI gl_2yyt. 41-101 LGI-101 91-91 71-0�-- d� Np UNg Nq N gv v II N n� G O I O NLd C TL ( 1 O 0 — i � L Z _ _• .. o Uf N D � �U `I�r z9t7 C B 0 oZ 11 o l 7I+ri 31_}Ij a /1 -------- (� LJ -------_[qz ,II13�. N cccoH-z9s� - I 1 - N N cacPl•zez(rz) 1-01 c z Q < �7 Q 0 oyYpi 4 F o ccc F i0 �o _ P r I n F ------------ -------- � D A I�� Z o @ O C � � o E a � k❑o ®ra990®xn o u O ��v VVV a o C) rn Cl) z c n D gp m n2 D 2 2 2 s b P Mh iuh AeeoUeue,Inc he eby s o additions and alterations to the �wY die ae<dl V w I�C H I-TE C H 5 5 0 C I P,T 5 BIGELOW RESIDENC o,`"n.,m",,U-d°�e IL i Q 534 COTUIT BAY y ROAD, COTUIT, MA Cognghc ProcccCm A[C of i 0 1990. My Ce y, etenWR architectural design, i n c. r roan e. ele�,en � m�peen ii I $ wne �r AR4•*ten 6 school street Del; 508.420.5335 0 FLOOR PLAN/ELECTRICAL PLAN AdwtmUc 'e°^ a^ eotult, ma 02635 fax: 508.420.5304 U — L I , II D II rn I I � m orn I < Y II O Z II All I _ II I I I I I li - - , II E �II II i Lr 11 11 I — 1I I I I ? m T li ;;a I I O I I O m r-�----- IOz Ij Il _ • I N_ ' i m j IT I._I_ o i I I II ii D I �_ 0 II Z jj� II — A I N S I l f II . I I �I-col I I, II i II II 11 I i h - I 2 Q 2 S m °Q Mthl.. ,.MN.tee,Irc.im. A RC H I-TECH A 5 5 0 C 1 AT E 5 D s additions and alterations to the q—o.ttt�the w�Yngnt of we,drW eccoNhiq tv •� - BIGELOW RESIDENCE w •Aahlrecw.., wtrt. (- 534 COTUIT 9 BAY ROAD. COTUIT. MA C."ht Fr—c n ACV of$ MD. My �,% ,,� �, a r c h i t e c t u r a l d e s i g n, i n c. �� ➢ pa 5 rpd.� o meuwco^ & p,^e mw�w tel: 508.420.5335 «�� � ,ELM-Yech 6 School street p EXTERIOR ELEVATIONS ABeOd—k U.,"°^ d _ ^tofwt.cc I cotult, ma 02635 fax: 508.420.5304