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HomeMy WebLinkAbout0112 CRAWFORD ROAD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel `- Application #& Health.Division Date Issued l l Conservation Division �C_ hc, a (' Application Fee Planning Dept. Permit Fee Utz . bo Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis \ v Project Street Address � � Clbr ftkln r Village C➢Tcl p T Owner 6[t Jry C L. 06N U 46II A) Address Telephone Permit Request &10 Jl Tl�'\ A % cS 1�1 C Le �c�T&dJ�11 OU fiJ� /t!�x . w r�►� � ec{'v � �-e _ CCJ�"t�,t�Erd' C�e�S /� �cr S� �o �� �✓ 0 1 uAk,; dLa dAAd T& 6 e- CM±ttQh..q Square feet: 1 st floor: existing �512 proposed ��(� 2nd floor: existing /v proposed Total new 36 d bF Zoning District Flood Plain Groundwater Overlay �r Project Valuation 20 0 Construction Type Lot Size 2(, $�c�2 F Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family LV' Two Family ❑ Multi-Family nits) Age of Existing Structure Historic House: ❑Y = N g g use es o On Old King s Highway: ❑Yes 040 Basement Type: ❑ Full 2Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) to Basement Unfinished Area(sq.ft) EV/6� Number of Baths: Full: existing , new Half: existing new Number of Bedrooms: 3 existing new Total Room Count (not inclu-Ong baths): existing 6 new �' First Floo c om Cou"Id � Z;. Heat Type and Fuel- as ❑ Oil ❑ Electric ❑ Other = `--c Central Air: Yes ❑ No Fireplaces: Existing New ` '"p g �� Existing wboP/coal stove: -gJes Q. No DetaGh@ i gait �existingLJ size_ a size _--mat . ' Attached garage: size _Sh Zoning Board of Appeals Aut ion ❑ .Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use I U� G,� fiZ(41 Proposed Use ,ems Alai APPLICANT INFORMATION (BUILDER OR HOMEOWNER) / Name J T { e yL,r Telephone Number Address ��,G) �l/five F License # V 41)CM 3 6/V17- ki)IUS UL Home Improvement Contractor# /r-Li/ Worker's Compensation # WU Ze l66 ZUI y A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE IU 11�Ii( � FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. / ADDRESS - VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION teNo dloGf o�lc�,L , FRAME INSULATION a(c 4 kbS FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly i Name (Business/Organization/Individual): T-z J d N ZCam/ I CI e C J$R (1rJ Address: S) - City/State/Zip: C J7L) i 61�, G Z 6 3�f Phone #: 9-- 'T) 6- Ar�yon employer?Check the appropriate box: Type of project(required): 1. employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet.' 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working for me in any capacity. employees and have workers' insurance.t • 9. ❑ Building addition [No workers comp.comp. insurance required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: kS 6 Lctr} eol Policy#or Self-ins. Lic.#: WCC, 0 l Gt� ZQ y/a Expiration Date: I _ Job Site Address: City/State/Zip: C0/v/l• Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under t e p ns and penalties of that the information provided above is true and correct; Si ature: / Date: ?t, (%_/ F Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:384M 2CENTRALCA ACORD. ' CERTIFICATE OF LIABILITY INSURANCE DATE(NMDDFYYYY) 06/15/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(sj PRODUCER WOT Dowling&O`Nea 508 775-1620 Insurance Agency EdNA1L ac No: 5087781218 ADOREss: 973 Iyannough Rd., PO Box 1990 INSURERts)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:National Grange Motile!Insuranc INSURM INSUme:Associated Employers Insurance Central Cape Construction Company,Inc. INSURER c: 820 Main Street INSURER D: Cotuit,MA 02635 INSURER E: INSURE F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE BiSURANCE POLY NtJrteER POLICY E POLICY EXP U1BfS A GENERALLIABILIY MP19764Q 1/14/2013111141201 -EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY BREMI%S Ea nce $500 000 CLAIMS-MADE 5X OCCUR MED EXP(AM our ) $10 000 PEAL a ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEWL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGO s 2,000,000 POLICY PRO LOC $ A�OB�fury COMBII�D SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS s Pet accloerd S UMBRELLAIJAaHCLAIMS-MADE OCCUR EACH OCCURRENCE $ EXCESS LIAR AGGREGATE $ DED I I RETENTION $ B COMPENSATION AND EMPLOYES'UamLrrr WCC50050091992014A OW1412014 0511412016 X We sTA"- OT4- ANY PROPRIETORIPARTNERIEXECUTIVE YIN EL EACH ACCIDENT SSOO OOO OFFICERWEMBER EXCLUDED? a N I A (MyaarAdary In NH) E.L.DISEASE-EA EMPLOYEE $500 000 DESCRIP�TI N under OPERATIONS below EL DISEASE-POLICY uMrT s500 OOO DESCRIFn0N OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Sdcedule,H mare apace is required) Steve Devlin Is excluded from the workers compensation policy. Insurance coverage Is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of Insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WrtH THE POLICY PROVISIONS. Hyannis,MA 02601 A�U�TyHOO�RMED REPRESENTATIVE i C. 019W2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010(05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S130527/M130526 LS1 C e ovmno~ec a Office of Consumer Affairs and Business Regulation. 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement C nt ar ctor Registration Registration: 131841 z Type: Private Corporation 4 w Expiration: 9/26/2016 Tr# 256305 CENTRAL CAPE CONSTRUCTION,CO_INC STEPHEN DEVLIN 820 MAIN ST. COTUIT, MA 02635 Update Address and return card.Mark reason for change. SCA I C. 2oM-osm Address 0 Renewal L Employment n Lost Card ��c fLUiwierierve«l!�e/'C-�llassac���sellr• y Office of Consumer Affairs&Business Regulation License or registration valid for individul use only G" TOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: , rRegistration: �318g1 Type: Office of Consumer Affairs and Business Regulation Expiration.__'9/26/2016 Private Corporation 10 Park Plaza-Suite 5170 ff_y Boston,MA 02116 CENTRAL CAPE CONSTRU.CTIONCO.INC. STEPHEN DEVLIN ''ry _ 820 MAIN ST COTUIT,MA 02635 _ Undersecretary No valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supemisor 4 License: cs- 4 93 STEPBEN J DEVON a ft "` 820 MAIN ST Cotuit MA 0263!Fi,�;� Expiration 02l04/2016 Commissioner C&V 1) AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.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 5 2 stories A/ RoofPitch...........................................................................(Fig 2) ........................................... 512:12 MeanRoof Height ..............................................................(Fig 2).............:...............................- 5 33 —/ BuildingWidth,W ...............................................................(Fig 3)................................................ ..Lo 5 8U BuildingLength, L...............................................................(Fig 3)................................................. Zv ft 5 8a Building Aspect Ratio(LAM (Fig 4)......................................................i ZsL fi'8° Nominal Height of Tallest Openings ...................................(Fig 4)................................................ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete.............................................................................................................................. ry................................. .................................... 2.2 ANCHORAGE TO FOUNDATION1`3 5/8"Anchor Bolts imbedded or 5/8°Proprietary Mechanical Anchors as an alternative in concrete only „ Bolt Spacing-general ..........................................(Table 4)............................................ ,�_in. Bolt Spacing from endroint of plate.............................(Fig 5)...........................:........ z. in.5 6° 12" Bolt Embedment-concrete.........................................(Fig 5).................................................2 in.a 7° Bolt Embedment-masonry....................................... (Fig 5)....................... ...... ......... ....---- c4r+r-� Plate Washer................................................................(Fig 5)..............................................z Y x 3°x'/° —LL 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................. Maximum Floor Opening Dimension....................................(Fig 6)..................................0...............® ft 12' V Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... 14 Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearvwall................ i ft s d _ V Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).............:...................................... 6 ft 5 d Floor Bracing at Endwalls.................................:..................(Fig 9)....................................................? -` ...... �� Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)......................... g ...........(per 780 CMR Chapter 55). ............. in. Floor Sheathing Thickness ...................................... .... ..... Floor Sheathing Fastening..................................................(Table 2).. 11�7­d nails at in edge lin field 4.1 WALLS Wall Height / Loadbearing walls........................................................(Fig 10 and Table 5)...........................-%fft s 1 a Non-Loadbearing walls.................................................(Fig 10 and Table 5)...........................�ft 5 20' Wall Stud Spacing (Fig 10 and Table 5).....................1L in.5 24°O.C. Wall Story Offsets ........................................................(Figs 7&8)............................................_Q ft 5 d 4.2 EXTERIOR WALLS3 Woad Studs Loadbearing walls........................................................(fable 5)..............................2x__6_-_a ft K in. V Non-Loadbearing walls................................................(fable 5)..............................2x--6--Ji-ft ig in. Gable End Wall Bracing' l C Full Height Endwall Studs............................................(Fig 10)....:.................................. .............. WS ..................0............................(Fig 11)............................................. ft zW/3 dl / Gypsum Ceiling Length(if WSP not used).............0.....(Fig 11)....................-....................:..�Qft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays�tt. Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... tl ft Splice Connection(no.of 16d common nails).....:.......(Table 6).......:.................................................Z ti AWC Guide to Wood Construction in High Wind Areas:110 mph end Zone Massachusetts Check_ list for Compliance (780 CMR 5301.2.1.1)i Loadbearing Wall Connections / Lateral(no.of 16d common nails)................................(Tables 7)..........:.......................................... 2 V Non-Loadbearing Wall Connections / Lateral(no.of 16d common nails)................................(Table 8)....................................................... t/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)...................................6 ft b in.511' Sill Plate Spans ..... (Table 9)...................... 11' Full Height Studs (no.of studs)................................. (Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) / Header Spans.............................................. ......(Table 9)....................... 3 ft 6 in.512, V Sill Plate Spans...........................................................(Table 9)..................................__L ft t) in.512" Full Height Studs no.of studs ................. able 9 .............. i0 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 LAi*elm Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... �'80 SheathingType.................................... (note 4)................. �-/&�_.......... ............................. . Edge Nail Spacing..........................................(Table 10 or note 4 if less)........................_ in. Field Nail Spacing..........................................(fable 10)................................................._r- in. Lo Shear Connection(no.of 16d common nails)(fable 10)........................................................31Yt.FF Percent Full-Height Sheathing.......................(Table 10)....................................................a% 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).................... Maximum Building Dimension,L / Nominal Height of Tallest Openin92 ' • (/ SheathingType..............................................(note 4)...............................................7 6_W- Ed a Nail Spacing ...................................... able 11 or note 4 if less ......... k. in. Field Nail Spacing..........................................(fable 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11).......................................................S iLpT Percent Full-Height Sheathing.......................(fable 11).................................................... .c 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................. f l y 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19).............-a-ft 5 smaller of 2 or U3 (/ Truss or Rafter Connections at Loadbearing Walls ' Proprietary Connectors Uplift................................................(Table 12)............................................U= ? plf Lateral.............................................(Table 12).............................................L= 1�6 plf (� Shear...............................................(Table 12)............................................S=—'T°1 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)........................:......T=,J�plf Gable Rake Outlooker..........................................(Figure 20).............�ft:s smaller of 2'or L/2 J� 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).......halo ), ' Roof Sheathing Thickness........................................... ...........................................}12,_j in.>-7/16'WS Roof Sheathing Fastening............................................(Table 2).......................................4.s;:Y.K....C&0 Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 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. L � tME Lot BARMABIA ' Town of Barnstable - 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: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, AN') 6 �v 4✓l ,as Owner of the subject property hereby authorize l l ) i/ to act on my behalf, in all matters relative to work authorized by this building permit application for: 112- C P y u�-qkh P4 , O)Vir. 02 5 (Address of Job) till, 1 /n" L'�'- Signature of Owner Date A vL- va, Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. TAKEVIN D\Building Changes\EXPRESS PERNMIEXPRESS.doc Revised 061313 X } =; G i MEMBER REPORT Level,Root Flush Beam � PASSED i F O R T 2 piece(s) 13/4"x 14" 2.0E Microllam® LVL Overall Length:20' + x _ u>r *2�t ..:f�c ,v a `fi`: •E. }, 's L c.� �, ,a 4X.` + O "<�a.. r.;;x. > 'r ", '."'may.✓. .. -� .. ,.ram O s s i Ir 20' . a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. DQ5igI1 ReSU1ts pcdtal @ t oep4lon Allowed ttestiit„ ; LDF Load'CornWnatsin(PatLernj ;; System:Roof Member Reaction(Ibs) 4458 @ 4" 8181(5.50") Passed(54%) - 1.0 D+1.0 S(All Spans) Member Type:Flush.Beam Shear(Ibs) 3733 @ 1'7 1/2" 10707 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 20828 @ 10' 27897 Passed(75%) 1.15 1.0 D+1.0 S(Ail Spans) Building Code:IBC Live Load Defl.(in) 0.560 @ 10' 0.967 Passed(L/414) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.924 @ 10' 1.289 Passed(L/251) 1.0 D+1.0 S(All Spans) Member Pitch:-0/12 Deflection criteria:LL(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at T 6 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. y Beantg t�tgt#t tia>ads in SuRP (ibs) SUppOrIIS "�: cT , ,^iAvatlalile, ci2t+QLirPdF ..D&7{I, '�+^trOw, cTOtAC Y�4 . 1-Stud wall-SPF 5.50" 5.50" 3.00" 1758 2700 4458 Blocking 2-Stud wall-SPF 5.50" 5.50" 3.00" 1758 2700 4458 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.. .:-, ¢.� s - S �.:< Tail+�•�•••)T� �:Y �� •M' .. � � F L�tds Lacabiyoit ;Width r= (090) (,45),, tomtnents , 1-Uniform(PSF) 0 to 20' 9' 18.0 30.0 Roof Weyerhaeuser Notes {. ,.' ,. ` »a SUSTAINABLE roaESTRr INITIATIVE n Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.w000bywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to i circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 1 pi20/2U 14 2:2 i. :PM � _-- --— - - Forte v4.6.Design Engine:V6.1.1.5 Dovi'd t; Le&:i_._.._._.._.__—. k +12 CRANFORD ROAD —— ____ _._—_____._. Falmouth Lumj)cr COTUiT.MA t (-K vs8-$3 8 is Iaa•xm@,faan out,; Page , .f ' PASSED MEMBER REPORT Level,Floor.'Drop Beam f A F 0 R T E 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:20' 0 O 4g g NO3 " +— 2R11 Kill All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Allowed ' K.4sulfi I Df Load Comluriadon(PPEE I 3a system:Floor Design;Results 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Member Reaction(lbs) 3662 @ 13'4" 6375(5.00") Passed(57%) Building Use:Residential Shear(Ibs) 1509 @ 14'1 3/4" 1958 Passed(77%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC Moment(Ft-lbs) -2304 @ 13'4" 2300 Passed(100%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology•ASO Live Load Defl.(in) 0.083 @ 16'8 11/16" 0.217 Passed(U94 1.0 D+I A L(Alt Spans) Total Load Defl.(in) 0.100 @ 16'9 1/4" 0.325 Passed(L/780) - 1 1.0 D+1.0 L(Att Spans) Deflection criteria:LL(L/360)and TL(L/240)• Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. ,.. � r s�� � a ��� ,�� ��� �sf �"'�`' �k �xPIbO►3��ti�� ,�'V �� �.x`� aaa`yS�+.� . Suppmt5 "; �•� 'Tots}-1 rAvailable" R Ired �'iDead`" w, *"Tc�ai •fl Wes; a ,� 1.50" 320 1128/ 1463/-12B None 1-Column-SPF 2-Column-SPF 5.00" 5.00" 2.84" 813 2807 3620 Blocking 3-Column-SPF 5.00" 5.00" 2.87" 826 2836 3662 Blocking 1113/- 14251-124 None 4-Pocket in masonry-concrete 3.50" 3.50" 1.50" 312 124 •Blocking Panels are assumed to carry no loads applied directly above them and the full Toad is applied to the member being designed. �e� _.m Uniform IPSFj Residential- 'ving 9' 12.0 40.0 A s SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser Notes . = s, >. ..h.. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e>pressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurksdictton.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. l The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 1 0/20/2014 2 21.27 PtU � Forte software Operator Job Notes_ — - � Forte v4.6,Design Engine:V6.1.1.5 David McLean 2 CRAWFORD ROAD Cenfral-112 Crawford.4te Falmouth Lumoer COTUIT.MA iso+l Page c E�?46-66 ., P e 1 of 1 I tlb FFril"�-^falvnGtlihtisrrftet'.f:4m rj PASSED �,. MEMBER REPORT Level, Walla Header fi 2 piece(s) 13/4" x 7 1/4" 2.0E Microllam®LVL Overall Length:6'6" 1 O 6' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Desk ReSEtlts E ,`.. ., gctteal�locablon. Attatinefl .„ RstrRr c1DF tpatl,4ol++�rn?4gnPncl .."rr, ;;, System:Wall Member Reaction(Ibs) 2291 @ 1 1/2" 7613(3.00") Passed(30%) -- 1.0 D+1.0 S(AII tAernber Type:FteadaShear(Ibs) 2275 @ 10 1/4" 5544 Passed(41%) 1.15 1.0 D+1.0 S(Ali Building Co :Residential Moment(Ft-Ibs) 7058 @ 3'3" 8182 Passed(86%) 1.15 1.0 D+1.0 S(AII Spans) Building Code:IBC Live Load Dell.(in) 0.126 @ 3'3" 0.208 Passed(U596) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.211 @ 3'3" 0.313 Passed(1-/355) - 1.0 D+1.0 S(Ail Spans) Deflection aitei a:LL(L/360)and TL(5/16'). Bracing(W):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioninrg of lateral bracing is required to achieve member stability. r StlPpOlrfS TOtd� Aiiartabta RegfsR�T 1 Trimmer-SPF 3.00 3.00" 1.50" 941 130 1350 2421 None i 2-Trimmer-SPF 3:00" 3.00" 1.50" 941 130 1350 2421 None (• Residential S, .. .. LoCatop ... v'r• ldl�l � ,T.... ". ..a.,Y. } �.,,. .. � �, 12.0 40.0 -Uving 1-Uniform(PSF) 0 to 6'6" 1' Areas Linked from:Roof: 2-Point(lb) 3'3" N/A 17S8 2700 'lush Beam,Support {-Wey�rhaeiuser Notes wz -,' .. F z � t"' .^ ,k� ' ; SUSTAINABLE FORE INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �t Weyerhaeuser opessly disclaims any otter warranties related to the software.Refer to currant Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by tirlt software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. i The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator 10/20/2014 221.19 Prv; Forte Software Operator Job N°tes_ ; Forte v4.6,Design Engine:V6.1 1.5 i 112�FAMiFORO rOiDaiio.McLean Central-192 Cracvfarci.die Falme::th L um.I?e' I COTUIT,MA I tiros a•n..?<<:al;cutiutrbe!'. m I Page 1 0(1 t tz k i i Assessor's map and lot umber .................................... / n — SEPTIC a.�TE�A EMU....... age Permit number ........... INSTALLS .fir_. �/ Z J SEPTIC ^ - ��� u STADLE, i Ouse number ... .._..... .. .. ............................................... r ENVIR®6 ''I ._ rose INSTALS , I, A �s�,1639. g. T��u 3�� 'fp MPy a' TOWN- OF BA�irSTABLS ND BUILDING INSPECTOR * : APPLICATION'FOR PERMITfr}TO .. l % ° l% ��- t� 1'.�..Yr.. TYPEOF CONSTRUCTION ..........`�.... ... ..! .......................................................................... . 4 ....: ..................19 � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location, ..Z '%e'77 %......! y�f 1. ..iA .............�.. !. ........................................ ................................... r Proposed Use ....��y��=". ..... . . . .... .. .�'. .................v6f'�, Zoning District .......... ................Fire District t . . ........... . .........................................Name of Owner .. ...� .. ../.��... ................................Address . . ... ..�... I:.......... �y'��y ' dui!. �/J�-'+-�1.s Name of Builder /.'.1...: ................ . ................... Address . ' �a .. ��. �.:.:....... Nameof Architect ..................................................................Address ..................................................................................... ....................Foundation................... ... 9 �?:4✓�-� -- Number of Rooms ............... .............................. ... Exterior ........ .h I .................................Roofing ......... ...... ..... ................................... Floors ...... . �.. .,�:. .�....................................Interior Heating 1./� �..�G''� �..................................Plumbing .......a .:�d�'' ............................................ . ...... ...y� _ Fireplace ,rl; ................................Approximate#Cost ....... .�1� c' ��� ' Definitive Plan Approved by PI nning Board ________________________________19________. Area / ......... . * Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH ® t'j'o ,I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Tobin of Barnstable regarding..,the above construction. Name ..... . ... ................ Construction Supery s96 License .0 ......... MARTIN, A. HERBERT 2 No .... One Story Permit for .................................... Single Family Dwelling ............................................................................... Lot 47, 112 Crawford Road. Location ................................................................ Cotuit ...................................................i............................ Owner .....A. Herbert Mart.in • . ........................... Type of Construction ........ ....................... .......... ......... ........................................................... 'Plot ............................. Lot ............. .................... 6ran',ed .....October -23- 85 Permit ......................L..........19 .Date of.Inspection ..........................1.......:'i 9 Date Completed .... ................®:.. !l 9 C-1 m (U M tu > (V Oe W M e N I I,- y • ° TOWN OF BARNSTABLE Permit No. ___28581 n� 4 Building Inspector . Cash f070. ` OCCUPANCY, PERMIT Bond --------x______ Issued to Herbert A. Martin Address Lot 47, 112. Crawford -Ro�Ad' ('otiltr Wiring Inspector _. �i� � Inspection date / Plumbing Inspector///� Inspection date Gas Inspector ry/ Inspection date x Engineering Department:,. .Jrr Inspection date Board of Health `,V)AAInspection 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 AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. :� . ,... 19 :G-.. . .... . ✓ Building Inspector...................... ._ y TOWN OF BARNSTABLE BUILDING DEPARTMENT Z DAH37T : TOWN OFFICE BUILDING rua HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit .et< ..e. /............................................ . ...............................»...»... . ........._.................. issuedto ................................................................................_................... Please release the performance bond.— Assessor's map and lot number ........................................... _ .� THE Sewage Permit number ..........` .:..... .....:�. ., +............... Z EARISTAXE, i G �Wouse number ..........: .. /.��'.................................... r0 rhea O i639- TOWN OF BARNSTABLE BUILDING IHSPECTOV. APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ........ /,,4 .... . '. ,c� a'................................................................. ..`.. .. �fifi�e... ........, .'.V...................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to �thee (following information: Location Z!!7- /7/7 �Er'........ ! ............................................................................... Proposed Use .... :�.,!{.....;/•. ,.,�:....:'�'.+t:n�-� {i ! ............... . ...................................I......................... Zoning District .................YC'+...:.......�....................................Fire District v Name of Owner .... ..............................................R Address .��'���!�f.�a' � •�� �''� .: ���'..�� a Name of Builder ...................Address.................. ............................;..0 ....................:....... Name of Architect ............. "°�"..�'..,.........................................Address .................................................................................... Number of Rooms .......... ................Foundation ..,.!?' `e' ` f-P --:........ ei Exterior .... � �` !`...........................................Roofing .........(-'�. -a' 2: ............................................. Floors .................. + -�" :""�' '` ..........................Interior ......--� . • .......... .............................................. Heating G!f l4' Plumbing ....., ' ... .......... `'........................................'...... ...........:. . .. .. .............................. Fireplace ......:c^? r;r sf-¢,/t .....................................Approximate Cost E c' o Definitive Plan Approved by Planning Board _______________________________19________. Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH t f 1 i 7 +r.......�.....r...+.... ....w i.s..rn....r...++.n...�w.v.+.m..i;w.......�ti.w - OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town/of Barnstable regarding the above construction. Name ...... ........� ... C- !t.eQ................. Construction Supervisor's License .ftr .... t�R f - MARTIN, A. HERBERT A=005-048 28581 One Story No ................. Permit for .................................... Single Family Dwelling ............................................................................... Location Lot 47, 112 Crawford Road ................................................................ Cotuit ............................................................................... Owner .....Herbert A. Martin ............................................................ Frame Type of Construction .......................................... ............................................................................... Plot ............................ Lot ................................ Permit Granted .....Oc,tober,..23.............19 85 Date of Inspection ....................................19 Date Completed ......................................19 y 510 76 7 4 J ('1,9 // Aq 7 MYCOCK, KILROY, GREEN & MCLAUGHLIN, P.C. ATTORNEYS AT LAW 171 MAIN STREET BERNARD T. KILROY HYANNIS, MASSACHUSETTS 02601 OF COUNSEL ALAN A. GREEN AREA CODE 617 EDWIN S. MYCOCK CHARLES S. MCLAUGHLIN, JR. MICHAEL D. FORD 771-5070 ADDRESS ALL MAIL JAMES M. FALLA P.O. Box 960 HYANNIS, MASS. 02601 MARK D. CARCHIDI August 28 , 1985 REFER TO FILE g Mr . Joseph DaLuz, Building Inspector Town Hall Hyannis , Massachusetts 02601 RE: Lot 47 , Cotuit Coves Dear Mr . DaLuz: I am writing to you regarding the premises located at 112 Crawford Road in Cotuit , shown as Lot 47 on a plan of Cotuit Coves prepared for Allan and Edith Crawford in Cotuit , Barnstable , Mass . , which plan is dated June 1 , 1968 and recorded with Barnstable Registry of Deeds in Plan Book 223 Page 39 . Said lot was created pursuant to the aforementioned plan , shown thereon as lot 47, and contains 22 ,325 square feet . At . that time , the zoning in the area was 20 ,000 square feet and therefor the plan complied to the then existing zoning bylaw . Under a deed dated January 3 , 1969 , Allan F. Crawford et ux conveyed said Lot 47 to James L. Pontifex and Muriel B. Pontifex which deed was duly recorded with Barnstable Deeds in Book 1424 Page 805. At this point, said lot was in separate . ownership and continues to be in separate ownership to the present day . Present owners of the property are A. Herbert Martin & Barbara C . Martin who took title from the Pontifexes under a deed dated September 5 , 1984 . In light of the above , it is my opinion that said lot is a buildable lot being protected under the provisions of the Barnstable Zoning Bylaw Section G , sub-paragraph D. Very tru`�'I,\v you s , ,00 Michael D. Ford MDF: jmf CC : John J. McShane, Jr . 0629j �atxr r .. 4°R,.� ,�.. r'•K g�ale � � _ T .. .. �,x E A CORD" }` �, (. 1� vatr fir"a,1 e•jr ,�,R1 �� r' ,149.93 L® I"/� /`wt. t, rD TT '.L� arY• tK " ",Y�"T•'l..j Rho �t 15 yy >• �_'. • Y{'_ � '�4: .46 u +��r�¢ �q/� r � E��Iri E IY�VIY'"� $ v �;` y A - d s r �i �•'£ ,A1$J PPH'�� �60Pd TI } 45� • Y LOT., 4� 0 { F i y tl (lb - t ,. � 9A o ; � t• � . d 7 Y 5 y r, � E L 4 Loy� } i >41�d Y t t ,p!J '1 ; � '� �•� i �,. 1 4 3 4 A z" • _ � r f tl'N+ S 37o.. 271 50� . �. I CERTIFY THAT THE' fOUIVDA TIOIV' SHOW%V UN 4 ' 1, THIS PLAN .IS AS Ir ACTUALL Y ExrsrSN-AND: :THA r PLOT PLANI ®x" L�4N® { ITCONFORMS TO THE TOWN OF BAANSTABLE ZONING rp REGULATIONS " L OCA rED IM + �. 9} OF ,yq �A19N�°5°TA�LE jq .J�A� . ky' tr r, PREPARED FOR DA TE:• 0 C T. 5. f 985 �� RICHARD �yG 4.- FERREIRA �I3� �, J CAN McSHA NE 1 . r4, . 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TO BE REMOVED; CERTIFIED • �� �� EXISTING / PLOT PLAN / DWELLING / PROPOSED NEW ?O,ADDITION �� • #112 CRAWFORD RD. / w h COTUIT, , MASS / EXISTING r DATE OCTOBER 17, 2014 LEACHING PIT OWNER/APPLICANT: ; A N N E L. D O N O VA N PROPOSED NEW z 14'x19'.DECK:. 204 COLUMBIA HEIGHTS APT #5B ry BROOKLYN, NY 11201 SHEET 1 OF 1 OF MASSq PREPARED BY: ED\jN PA,RD STONE EAS SURVEY, INC. sr• 141 R T. 6 A � �o.Masao ,o � • F SANDWICH , MA 02563 FSS,o Sj 0 20 30 40 CONCRETE PH. 508 888-3619 a BOUND ( ) FOUND CELL (508) 527-3600 " j L O T 48 (TYP) /v GRAPHIC SCALE: EAS.SURVEY©YAHOO.COM 1 INCH- 20 'FEET