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0142 SUNNY-WOOD DRIVE
v l T TOWN OF BARNSTABLEfb Permit No. ......,......... ° BUILDING DEPARTMENT F "sm. } TOWN OFFICE BUILDING Cash ........ MAX�' U v HYANNIS,MASS.02601 Bond ......... CERTIFICATE OF USE AND OCCUPANCY Issued to Address USE GROUP FIRE GRADING OCCUPANCY LOAD 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..... ..... ............... Building Inspector 1 TOWN OF BARNSTABLE . Y _ BUILDING DEPARTMENT = rAN1°T TOWN OFFICE BUILDING rua HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy'Permit his been issued for the building authorized by BuildingPermit $k.. % �a�� L3. .............................................................................................._...................... ........ issued to �...... ✓,.. Please release the performance bond. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR, QUALITY ORIGINAL (S) A �\ I / L DATA i yA _. IN j TOWN OF BARNSTABLE, MASSACHUSETTSPERMIT ., As273—t'4 JOB WEATHER CARD_. . ;5 d 6 DATE ' 19 PERMIT NO. - Y.'_1i.i i:1 ;)c..v, t.: L.h'.� 1s:1 C?4.' ,•r l+(�iJ i:r�•. APPLICANT' ADDRESS _ IN0.). (STREET) - - .(CONTR'S LICENSE) LL1.tCI iD(vC 1.. .'i ' ]. NUMBER OF PERMIT.,TO (_) STORY °tr }` t)tti ( .1.1 DWELLING UNITS _ (TYPE'OF IMPROVEMENT) NO. .. (PROPOSED USE)At - 1 r Y 1 I r - :C J6.,� 144. tl::i(zS ii,o L j;, 2., ZONING °AT (LOCATION) DISTRICT { - - (NO.) ° (STREET) BETWEEN " • AND ',(CROSS STRF-ET) (CROSS2STREET)-f� k.. LOT SUEiDNIS10l: LOT BLOCK SIZE DUILDING IS:TO BE FT WIDE BY FT. LONG BY_ FT,. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTI TO T,N-PE __ USE GROUP _BASEMENT W LLS,OR FCUNDATION (TYPE) REMARKS: �'� �9 AREA OR 4tTGS =siijo ..•° VOLUME EST':MATED COST°. EICj a ill J.'.t• PERMIT Capri " (CUBIC/SQUARE FEFtiT) FEE apr ern IBC Cr rust s • OWNER _ BUILD ING IIEPT: ADDRESS ., THIS.PERMI'T CONVEYS NO RIGHT TO OCCUPY STREET, ALLEY' OR SIDEWALK R'..ANY ,PART THEREOF. EITHER TEMPORARILi' ® PERMANENxLY. .ENCROAC-HMENTS ON PUBLIC PROPERTY-, NOT SPEC'FICALLY �PERMIT.TED UNDER THE BUILDING CODE, MUST-BE PROVED' BY.THE, JURISDICTION: STREET OR A:.LtY- GRADES AS WELL AS DEPTH ANDS OCATION OF PUBLIC SEWERS MAY BE OBTAIN FROM THE DEPARTMENT OF PUBLIC WORKS. THE.,ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THEAPPLICANT-FROM THE CONDIT!C OF°AHY APPLICABLE SUBLIVLSION R,ESTRICTIONS.,`,I, MINIMUM OF' THREE -CALL• APPRO,V ED,,PLANS'MUST BE RETAINED ON JOB AND•THIS WHERE 'APPLICABLE SEPARATEjNSPE - ALL C TIONS FCTION Eo.F':- < " -CARD KE-PT POSTED UNTIL FINAL INSPECTION HAS BEEN -PERMITS ARE REQUIRED 'FOR ALL CONSTRUCTION WORK:- ELECTRICAL, PLUMBING AND 1."FO-UNDATIONS.OR FOO-41NGS. MADE: vVHERE A CERTIFICATE ,`OF. OCCUPANCY IS IS R,E- MECHANICAL INSTALLATIONS. '2. PRIOR TQ COVERING STkUCTURAL QUIR''zD,S.UC4,BUILDINC SHALL VOT BE OCCUPIED UNTIL MEMBERS(REA.DY TO ATH1. 3. FINAL INSPECTION i FORE' FINAL INSPECTION HAS BEEN MADE. C f a, OCUPANCY., _.,.,POST THts, CARD ;SO IT IS,-VISIBLE FROM STREET . B UI LD.I N G;1(,JS P EC'TI O N APRR'OVALS PLUMBING INSPECTION APPROVALS ELECTRICA-L'ItJSFECTION.APPROVALS ""d U"l I. •3 .. -HE NG !NSI3cCTING'APPROVALS REFR19FPJTION INSPECTION APPROVAL iI Mule. i NCRK 3,A.L_ NCT PROCEED UNT L THE PERMIT W!LL.BECOME NULL AND VOID IF 'CONSTRUIRTION.. iNSPECTIONSiNDICATED ON THIS C: :NS?ECTCR -!AS APPROVED THE VA.RICUS WORK IS NOT STARTED WITHIA SIX.MONTHS OF DATE THE CAN BE ARR4GED FOR BY TELEPHI STAGES:OF CONSTRUCTION' PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. Z oA/E RC / �fZ0/l/7" .30 ' '► . SlOE" 15' /2 E10 Az i Su�vvywGa� . Q a z :8 so o. �o Q 0: t � _ � .35, • -callti /7D76� _ (1 A/ 7C- 58 ' SS" h' • ����ZN OfC. YY C FRANK �. WHITING H 9 No. 29869 0 F CISTERE� a -L LAND T/,/E" STeli c TueE 1�E�iCTEa �L o 7' JAG A.c,/ oni 7�,1s �G.oti/ 4�-4s Go c�rEJ Tf,/is'�::`... ...?,�,�. is Lo•e r'�a T' S'E.oT 20r /9 85' . / 'r � � D. CAPE COD SURVEY CONSULTANTS . P.eo�'�.s5�cs.�i.vG L�.vC� u.�YE�o • e 3261 MAIN ST..ROUTE 6A BARNSTABLE VILLAGE, MA 02630 ���.T� �- .✓, .3- /g��3 -D8 (617) 362-8133 MOOSE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamI171301 BC CALCO 2.0 Design Report-US 1 span ( No cantilevers 10/12 slope Wednesday,September 16,2009 10:35 Build 285 File Name: C Whitcomb_Cardonna Job Name: Caradonna Description: FB01 Address: 142 Sunnywood Road Specifier: Joe Madera City,State,Zip: Centerville, MA Designer: Customer: Charles Whitcomb Company: Shepley Wood Products Code reports: ESR-1040 Misc: sy . je�± 10-00-00 BO,3-1/2" B1,3-1/2" LL 600 Ibs LL 600 Ibs DL 1,705 Ibs DL 1,705lbs SL 780 Ibs SL 780 Ibs WL 1,875 Ibs WL 1,875 lbs Total Horizontal Product Length=10-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 10-00-00 20 10 06-00-00 2 roof Unf.Area(psf) Left 00-00-00 10-00-00 15 30 12-06-00 3 ridge Conc.Pt.(Ibs) Left 05-00-00 05-00-00 841 1,560 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 14,267 ft-Ibs 76.9% 133% 8 1 -Internal Completeness and accuracy of input must End Shear 4,145 Ibs 49.3% 133% 8 1 -Left be verified by anyone who would rely on Total Load Defl. U266(0.43") 90.2% 8 1 output as evidence of suitability for Live Load Defl. U406(0.282") 88.7% 8 1 particular application.Output here based Max Defl. 0.43" 43.0% g 1 on building code-accepted design properties and analysis methods. Span/Depth 12.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,960 Ibs n/a 54.0% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,960 Ibs n/a 54.0% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER AO,AJS-, Notes ALLJOIST@,BC RIM BOARDTm,BCI@, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@.,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d— a c a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult'a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 r -Reis n Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamIR1301 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,September 16,2009 10:36 Build 285 File Name: C Whitcomb Cardonna Job Name: Caradonna Description: Ridge Address: 142 Sunnywood Road Specifier: Joe Madera City State,Zip: Centerville, MA Designer: Customer: Charles Whitcomb Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 1 J y. 13-00-00 BO,3-1/2" DL 818 Ibs B1,3-1/2" SL 1,560 Ibs DL 818 Ibs SL 1,560lbs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 15 30 08-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,193 ft-Ibs 58.8% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1,909 Ibs 42.0% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U361 (0.417') 49.9% 3 1 output as evidence of suitability for Live Load Defl. L/550(0.274") 43.6% 3 1 particular application.Output here based Max Defl. 0.417" 41.7% 3 1 on building code-accepted design Span/Depth 12.7 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 1-3/4" 2,378 Ibs n/a 51.8% Unspecified or ask questions,please call B1 Post 3-1/2"x 1-3/4" 2,378 Ibs n/a 51.8% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,.AJS- Cautions ALLJOIST@,BC RIM BOARD-,BCIO, For roof members with slope(1/4)/12 or less final design must ensure thatondin instability BOISE GLULAM- SIMPLE FRAMING p g tY SYSTEM@,VERSA-LAM@,VERSA-RIM will not occur. PLUS@,VERSA-RIM@, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND@,VERSA-STUD@ are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")'Maximum load deflection criteria. Page 1 of 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map "2- l 3 Parcel' Application 667aM J^ Health Division Date Issued Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 1olS�eS - Historic - OKH Preservation / Hyannis Project Street Address � Village3 Owner iJ 1 Clb l_� 6iWA 'Dot-VA Address 1�5 J1�,-IAI �- AAA Telephone _ <O/ Z- Z l�(p �,rJ D r2G�32 , vt/1 A O l Permit Request -P/N/lj 12O©A4 "01rt70 tJ '_ZD OL"/Si2- 00'-- H-awtE ���Pt ►�4 PA10 OF AIJ L�7_Y-1sT_1,fi�r DU-Cr_ Square feet: 1 st floor: existing 113z9 proposed 7,03 2nd floor: existing�i proposed _4 Total new 15--31 Zoning District Flood Plain Groundwater Overlay Project Valuation 1,�0_0V Construction Type W04D Lot Size 1 -7 oW / Grandfathered: ❑Yes El'�No If yes, attach supporting documentation. Dwelling Type: Single Family 4d' Two Family ❑ Multi-Family (# units) iI 5 Age of Existing Structure ��O 3 Historic House: ❑Yes a//o On Old King's Highway: ❑Yes *o Basement Type: G/Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) h Basement Unfinished Area (sq.ft) 3 7 P Number of Baths: Full: existing new Half: existing 1 new Number of Bedrooms: 3 existing)Pnew Total Room Count (not including baths): existing & new _First Floor Room Count Heat Type and Fuel: 31cl Gas ❑ Oil ❑ Electric ❑ Other Central Air: @ Yes ❑ No Fireplaces: Existing %( New Existing wood/coal stove: ❑Yes 21 No Detached garage:❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 3/existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ ,Appeal # Recorded ❑ Commercial ❑Yes s o If yes, site plan review # , Current-Use -- d'll - Proposed Use 1 De.. 7A- LZO m APPLICANT INFORMATION o r (BUILDER OR HOMEOWNER) �o Name ( i dAWItt6 ()IJ H-7 60 M Telephone NumberZ— Address 10:1 IM Al nI 67 License # 8 3 Jo 2l L-kIAVId s , Uu A d--,)&U Home Improvement Contractor# T az ' Worker's Compensation # J5U6 , 1 f0�Lam ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Af SIGNATURE z114 1DATE_/�7k i i ti 4 t FOR OFFICIAL USE ONLY x • APPLICATION# DATE ISSUED .a MAP/PARCEL NO. , AJORESS VILLAGE . OWNER DATE OF INSPECTION: ' ca�Q3�bT FOUNDATION FRAME C& 1114M INSULATION 1 o FIREPLACE ELECTRICAL: ROUGH FINAL ' y . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING } DATE CLOSED OUT K ASSOCIATION PLAN NO. ' r The Commonwealth of lllassachusetts Department of bidustrial Acci,denls Off ice of Investigations' 600 fflashington Street Boston, MA 02111 Compensation Xnsurance Affidavit: Builders/Contractors/Electricians/Plnmbers Workers' C A licant Information Please Print Leaibly Name (Business/Organizadon/Tndividuai); • Address: � � �� `� � _ /, City/state/zip: a Awl,S � 07�°01 Phone.#: �--U�-�7>'�44( Are y an employer? Check the appropriate box: Type of pioj0ct(required): 4, [] 1 am a general contractor and 1 ti ❑New construction 1. I am a employer with have hired the svb-contractors employees (full and/or part.tim.e).* listed on thr,attached sheet. T. [j Reutodeling 2,[� I am a sole proprietor or'parizler-' These sub-contractors have g• '(]Demolition ship and have no employees employees and have workers'working for me in any capacity. 9. 6 /wilding addition insurance. [No workers'•comp,•insurance camp. 10.❑Electrical repairs or additic required,] .5, E j We are a corporation and its officers have exercised their 11.❑Plumbing repairs or additic 3.❑ 1 am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. � pon p 12.❑Roof repairs c, 152, §1(4), and we have no .13.[] Other insurance.required.] t employees. [No workers' r comp. insurance required,j "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 afdavit indicating such. kCorilractors 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 employtcs,they must prvvidt their workers'comp.policy number. lam art employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. ' ' " —/ e7em Insurance Company Name: — �(� /�dZ L�j - �J—O Expiration Date: D Policy#or Self-ins.Lic.M �J Job Site Address: j Z �(JlJil� l�Zy?�� DC City/State/Zip:(S�/v 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 fmq up to 1,500.00 andlor one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fi of this statement maybe forwarded to the Office of of up to$250.00 a day against the violator. Be advised that a copy Investi adons of the WA for insurance coverage verification. X do hereby cerf nder the pains•and penalties ofperjury that the information pra;vlded above is true and correct Si afore: Data: V1,_71o7 Phone#: Offcclal use only. Do not write in this area, to be completed by city or town official .City or Town: Perrnit/License # Issuing Authority(circle one): a rrro�trr, RrTilriinaDeoartment 3. City/Town Clerk 4,Electrical Inspector S. Plumbing lnspector Info r atx® and. Instructi®us comMassachusetts General Laws chapter 152 requires all employ6rstomprooveid workers'noth r under o any contract o lhirees. Pursuant to this statute, an employee is.defined as ...every Person ,kpress 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 zepresentatives of a deemployees.ed llloweveoyer, or rhthe individual, partnership, association or other legal entity, employinge receiver or trustee of an in , P e there' or the occupant of th owner of a dwelling house having not more than tbree apartments and who resides s m, dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house o'r 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 local licensing agency shall withlioId the issuance or renews of a license or permit Eo operate a business or to construgt buildings in the commonwealth for any applicant who has not produced•acce7) states evidence t cooPmm nw alth nor any of its politicalnce with th6 insurance gubdivisions'shall . AdditionaUy, MGL chapter 152, §25C(7) states`Neither the enter into any contract for.the performance of public work until acceptable evidence of compliance with the Durance requirements uirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-conti'actor(s)name(s),-address(es)and.phone number(s) along with their certificates)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, axe 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 confirmatioa 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 a workers' of Should you have an questions regarding the law or if you are required to obtain a workers' Industrial Accidents. Sho y Y q enter their corrpensation policy,please call the Department at the mm�ber listed below. Self rnsured companies should 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�atethe bottom. of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding PP cr. ln�addition, an Please be sure to fill in the permrt/hcense numbcant er which will be used as a referencsu bmit one affidavit indicatingapplrcuirent that must submit multiple permiWicense applications in any given year, need only policy information(if necessary)and under"Job Site Address" the applicant should write"all locationsb rovidcd to the or town);".A copy of the affidavit.that has been officially stamped or marked by the city or town may p 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 horge owner or eitizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to born leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number.' The C6I1 moj1wea.lth of Massachusetts Depaztmmt of ladustrial Accidents MOO of layestlgadons 600 washingtnn Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MA.SSAFE Fax# 617-727-7749 Town of Barnstable Regulatory Services Thomas F. Geiler, Dfrector 039,- �`�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA.02601 www,town.barnstable.ma,us Office: 508-862-4038 Fax: 508-79( Property Owner Must Complete and Sign. This Section. if Using A Builder 4- J 2_ , as Owner of the subject property hereby authorize -"� TZ'DVu g to act on my behalf, in all matters relative to work authorized bythis building permit application for. N NY C �2 (Address of job) i /7 z Ga Signature of Owner at dc- C, e3 tv 4- Print Name If Property Owner is applying for permit please complete the , Homeowners License Exemption Form on the reverse side. Town of Barnstable IKEray o Regulatory Services Thomas F. Geiler,Director i HARN6TAHLE, � wilding Division Arfo n 'Tom Perry,Buifding Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barustable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: street village number ' "HOMEOWNER': home phone# work phone M name CURRENT MAILING ADDRESS: city/town state zip code ess The currant exemption for"homeowners"was extended to include owner-occupied license,dwellingsrovided that the is or l acts as d to allow homeowners to engage an individual for hire who does not possess Supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farms structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit, _(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department, q re uiremen is an d that he/she will comply with said procedures and minimum inspection procedures.and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor," aware that they are assuming the responsibilities of a supervisor(see Appendix Q, Many homeowners who use this exemption are on Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible, s/her responsibilities,many communities require,as part of the permit application, To ensure that the homeowner is fully aware of hi that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns, You may care t amend and adopt such a form/certification for use in your community. i east cape en ineeinc. e 28 u 28 RO. Box 15 ; 34 CIVIL ENGINEERING OrI 'nSiVIA U 53fl LAND SURVEYING WATER RESOURCES LAND COURT ENVIRONMENTAL 508-255-7120 PHONE SITE PLANNING SANITARY CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX _ WATERFRONT �- 7tn Edition Massachusetts Building Code Mass. Version of the WFCM 110 MPJI Exposure B Checklist Summary of Construction Requirements Project: Charles Whitcomb, Village Remodeling Caradonna Residence Addition 142 Sunny Wood Drive, Centerville, Ma Per review of site location, site is Exposure B The Mass Checklist has been satisfied. Standard framing connection requirements: Table 2 for WFCM manual (attached) Anchor Bolt Requirements: 5/8"bolts spaced 71" o/c with minimum embedment of 7"into concrete. Additionally, a bolt must be placed between 6"and 12" of each corner. All plates to be connected using 3"x3"x 1/4" square plate washers. *Note: Due to the configuration of the proposed addition foundation, standard anchor bolts as specified above cannot be installed. Refer to structural notes added to building plans prepared by Sharon Malone-Johnson,dated 09-11-09, for foundation construction and anchorage requirements. Floor Construction Requirements: The first two joist bays in the floor framing are to be blocked with 2x lumber 4' on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 ( 8d nails, 6" spacing at the edges and 12 inch spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x4, 16" on center,unless otherwise noted. The double top plates on the exterior walls to have a minimum splice length of 2 feet and splices to be nailed with 6— 16d nails in accordance with Table 6 in the WFCM 110/B booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot on all elevations. For all door and window openings, multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required,unless otherwise noted. For shear and uplift connection of the sheathing,the sheathing is to be nailed 6"on center at the edges and 12" on center in the field for all sheathing on the left,right, and rear elevations of the new addition. All nails are to be 8d or equivalent gun nails. In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the bottom of the perimeter floor beams up to the top plates of the exterior walls. (Note 4 Sheet attached). Roof Framing Requirements: Rafter connection to the top plate requires Simpson H-10 or H-14 hurricane clips on every rafter. H-2.5 clips can be used if blocking is installed between rafter bays at the plate to resist shear and lateral loads. All clips to be installed in accordance with Simpson requirements. Collar ties are required within,the upper third of the roof height on every rafter connection or use Simpson LSTA 18 straps on top of roof sheathing across ridge on every rafter nailed in accordance with Simpson requirements. Sheathing is to be nailed using 8d or equivalent nails 6"on center at the edges, 12"on center in the field. The first two bays in the roof rafter framing are to be blocked at 4 feet on center per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections,nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2009 catalog for all strap, hangar, and tie installation requirements and limitations. This document and the attachments,the building plans prepared by Sharon Malone-Johnson, dated 09-11-09, as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed using the building plans prepared by Sharon Malone- Johnson,dated 09-11-09, and was based on the floor plans, elevations, and sections provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the wind design. 5 H Of At, o MASK A. cy`N o MCKENZIE CIVIL 068 0 �F I S T Mar A. Mc Css nIA, NG Treasurer, East Cape ngineering, Inc. Attachments: Checklist 1�2 StUNniy _ b✓oob DfZj✓C� C rE.e✓eC�F, �''l�{ AWC Guide to Wood Construction in High Wind At;as: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 530ii2.1.1)' 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 RoofPitch '8 S 12:12 �.........................................................................(Fi 9 2) .......................................... Mean Roof Height ..............................................................(Fig 2)..............................................IZ.5 It 5 33' Building Width,W ..............................................................(Fig 3)............................................... I3 ft 5 80' BuildingLength, L ..............................................................(Fig 3)................................................-5 ft 5 80' Building Aspect Ratio(L/V1/) (Fig 4) ........1,Z 5 3:1 ✓ Nominal Height of Tallest Opening2 ...................................(Fig 4)............................................... V 8" 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2).......................:........................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 . ( .................................................................................. .... . SSE Concrete................... yESlb..+� .... .... . ...........` ConcreteMasonry..........................................................................:......................................................... 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchorsas an alternative in concrete only i ✓Bolt Spacing—general...................................... (Table 4)...................... . in. .......... Bolt Spacing from endloint of plate ............................(Fig 5).................................... 9 in.S 6"—12" Bolt Embedment—concrete........................................(Fig 5)..:.............................................. 7 in.z 7" Bolt Embedment—masonry........................................(Fig 5).................. . o in.2:15" N....... ......................... Plate Washer......................................................::.......(Fig 5)...................:..........................t 3"x 3-x.%- 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter 55).........:.......................... - ✓ Maximum Floor Opening Dimension..................................(Fig 6)................................................. D ft 512' N4 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... .dA Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)................................................... 0 ft 5 d NR Maximum Cantilevered Floor Joists y Supporting Loadbearing Walls or Shearwall..:.:..........(Fig 8)................................................... . ft d Floor Bracing at Endwalls...................................................(Fig 9).......................................................of s eR'.1t. Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...5 A K..°!4..Rt?✓.4.-f Floor Sheathing Thickness ........................................:.......(Per 780 CMR Chapter 55)........:............ . 3✓f in. ✓Floor Sheathing Fastening .......(Table 2)...10 d nails at G in edge/ 1 Z in field 4.1 WALLS Wall Height Loadbearing walls... (Fig 10 and Table 5)........................... 8 ft 510' Non-Loadbearing walls................................................(Fig 10 and Table 5).................... `./2. ft S 20' �Wall Stud Spacing (Fig 10 and Table 5).............. ...._in.5 24 o.c. Wall Story Offsets ......................................:.................(Figs 7&8)........................................... ft s d 4.2 EXTERIOR WALLS3 " Wood Studs Loadbearing walls...........I..............................................(Table 5)..............................2x y - . 7.ft `'f in. ✓ .................. able 5 2x y - Non-Loadbearing walls...............:....:........ (T ).............................. — � It o in. ✓ Gable End Wall Bracing' Csegw;�,`oorr ✓ Full Height Endwall Studs..................... ......................(Fig10 g )....................:. ... WSP Attic Floor Length...............................................(Fig 11)......................... . O: ft zW/3 nil+ ..... .... ..................... Gypsum Ceiling Length(if WSP not used)..................(Fig 11)................................ eft 2:0.9W . N� ............. and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................. ............... ............... NR or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays -- Z . Double Top Plate: Splice Length ........................................................(Fig 13 and Table 6)...,..........................r..... 2 ft ✓ Splice Connection(no.of 16d common nails).............(fable 6)................. 4:V1AFL S()1vA✓Y- (/VooD DAL11 � CE-A.,1rV7evfgE,1t1lQ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNtR 5301.2.1.1)1 Loadbearing Wall Connections Z ✓ Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fable 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9)..................CO.UmO..&ft o in.511' Sill Plate Spans ..........................................:.............(Table 9).............6,Wv 9W).. 7,ft m in.511' _ 7 Full Height Studs (no.of studs)....................................(Table 9)........................................................ 3 7 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ............................................:.........(fable 9).................................. //eft ° in.512' ✓ Sill Plate Spans................................................e..........(Table 9)..................................a`ft°in.5 12" Full Height Studs(no.of studs)...................................(Table T.................................................... .....<: ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..........................................................................�... "0 s 6'8" � SheathingType.............................................(note 4).....................................................t1 0K Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ (a_in. _7 Field Nail Spacing.........................................(Table 10)................................................. /2.. in. ✓ Shear Connection(no.of 16d common nails)(Table 10)........................................................ 3 �- Percent Full-Height Sheathing......................(Table 10).....................................................N z% ✓ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... NA Maximum Building Dimension,L 1 Nominal Height of Tallest Opening2....... ....... ...........r............................................... S 5 6'8' ✓ Sheathing Type.............................................(note 4)......................................:............... /2,C K Z7 Edge Nail Spacing.........................................(Table 11 or note 4 if less) _4V in..................... Field Nail Spacing.........................................(fable 11)................................................ 1 Z in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ 3 7 Percent Full-Height Sheathing......................(Table 11)....................................................3Z% 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... AI A Wall Cladding Rated for Wind Speed? ✓ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ......(Figure 19) I ft 5 smaller of 2'or L/3 ............................................. .............. Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....................:..:.... ....:..............(Table 12).....................................:......U= Zo3pff Lateral.............................................(fable 12).............................................L= 17(. plf Shear.....:........................................(fable 12).............................................S= 7 7 pif Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= a plf I Gable Rake Outlooker...........................................(Figure 20)............. 0 ft s smaller of 2'or L/2 WA Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors . . Uplift.....................I...........................(Table 14)..........................:.................U= a lb. A/4 Lateral(no.of 16d common nails)..(Table 14).......................................L= 0 lb. rvR Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).....CPA Roof Sheathing Thickness..................::....................... .............................................. 1�t.in.z 7/16"WSP Roof Sheathing Fastening...........................................(Table 2)....................I.....................C;A.........G:1 Z 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 y e -c. . Uplift Straps per Figure 14 a 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. AWC Guide io Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 530'i.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band.joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -rY}I�Y MS®CiE F13M ON RMA M UMOd Nkr.$ ' AT6bt -- n /1 .. 11 Y 1.1 . 11 It It 11 1 11 IL 11 11 _ • 1� r1 1/, II 1 �t rl ii 11 11 i/ Ir d 11 rt , 11 /1 11 11'7i M d011ULEgummmtALSPACM --- '�� • - � PANF�= —�d � ° - See Detaill on Next Page Vertical and Horizontal Nailing for Panel Attachment P - i . AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 d 1 r 1 t t t Ir 1� 1 [ ( 1 1 t ��i1 1i r t 1 ll r 1 PA STAGGERED � PMPATrEiS'1 pW� ' PANS—EDGE DOIBE NAL®GE SPAACM DETAL Detail Vertical and Horizontal Nailing for Panel Attachment `Lf l iE• Ho)dawn"s&.rkTerfsoh'LTies� �� ��� "'' t� �'�`- '; d: FERE fi �► O This product is preferable to similar connectors because of Wv a)easier installation,b)higher loads,c)lower installed cost, I'—1N�I or a combination of these features.. $ .CAr � :.,`t or Post size by k � ° The HDU series of holdowns combine the advantages of { K s Designer c low deflection and.high capacity from the pre-deflected geometry with the ease of installation of Simpson's patented SDS screws. o, N , °I HDU SPECIAL FEATURES: ° 1 m +j o � •Pre-deflected body virtually eliminates deflection due f € , 06 to material stretch. r 0' y • Pilot Holes for `�' H ; o y, pressure-treated 3 •Uses SDS screws which install easily,reduce fastener slip, Manufactunn9 m' barrier may be and provide a greater net section area of the post purposes 01 { required compared to bolts. (FastenerY4 •SDS Ya x2'h"screws are supplied with the holdowns. not required) k (Lag screws will not achieve the same load.)This ensures the' proper fasteners are used and is convenient for the installer. •No stud bolts to countersink at openings. CL MATERIAL:See table FINISH:Galvanized INSTALLATION: •Use all specified fasteners.See General Notes. •Place the HDU over the anchor bolt. t, ( •No additional washer required. •To tie multiple 2x members together,the Designer must determine HDU Vertical HDU Installation the fasteners required to join the members to act as one unit without splitting the wood.See page 20 for SDS values. •See SB and SSTB Anchor Bolts on pages 25-27 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •SDS screws install best with a low speed high torque drill I finger-tight plus'/a to turn with a hand wrench,with consideration with a 3/8 hex head driver. i given to possible future wood shrinkage.Care should be taken to not •Refer to technical bulletin T-ANCHORSPEC for post-installed over torque the nut.Impact wrenches should not be used. anchorage solutions(see page 187 for details). — -- CODES:See page 12 for Code Reference Key Chart. I; Minimum. Allowable Tension Loads(lbs.) Dimensions , r s (in:) fasteners, Wood (133/160) Code Model Member a, Deflection at Ref. No. Ga ; Anchor SDS Thickness° OF/SP> ' SPF/HF Allowahle Loadss W H B SO Bolt Dia. HDU2-SDS2.5 14 3 81 3'/a 1'A 13/e 5/s 6-SDSx2'/i 3 3075y 2215 0.088 , ° , 4565 3285 0.114 HDU4 SDS2.5 14 3 10'S/�s 3Ya 1'/a 13/s s/e 10 SDS/a x2/i 3 }! HDU5 SDS2.5 14 3 133/is 3'/a 1Ya 13/8 5/e 14 SDS'/a x2'/z" 3 5645 4065 0.115 4305 0.084 57,111, HDU8 SDS2.5 10. 3 16% 3'h 1'/a 1'/2 7/820-SDS'/a"x2'/z" 4� s 787p . 5665 0.113 146 5,h 9535 6865 0.137 { HDU11-SDS2.5 10 3 22'/a 3'h 1'/a 11/2 1 30-SDS'/e x2'/2" 7Y4 11175 8045 1 U-137 u 7'/a t 143909 10360 0.177 Q =HDU14 SDS2.5: 7 3 251Y6 "'3'h 19/is 19/s 1 36 SDSYa'x2Yz" 5,h' t,17492589 Y 10745 0.177 1.Allowable loads have been increased for earthquake or wind load durations with longer than 5"shall be added to holdown deflection. no further increase allowed;reduce where other load durations govern. 7.Tabulated loads may be doubled when the HDU is installed on opposite sides signer length and embedment. 2.The De r must specify anchor bolt type, of the wood member provided either the post is large enough to prevent The and mu Anchor Bolts(page 25-27). opposing holdown screw interference or the holdowns are offset to eliminate' p;a min.). 3.Structural composite lumber columns have sides that show ether the wide face or the edges screw interferences. of the lumber strands/veneers.Values in the tables reflect installation into the wide face. 8.Noted HDU14 allowable loads are based on a 5Yz'wide post(6x6 4.Post design by Specifier.Allowable Toad values are based on a minimum wood member All other loads are based on 31/2"wide post minimum. thickness in the direction of the fastener penetration.Posts may consist of multiple 2x 9.Requires heavy hex anchor nut to achieve tabulated loads. members provided they are designed to act as one unit independently of the holdown 10.Allowable loads are based on criteria in IMES AC155.Therefore,they fasteners.Holdowns shall be installed centered along the width of the attached post. are the lower of the strength determined from the test value on a wood jig divided by 3.0,the load at the AC155 deflection limit,and the fastener 5.Tension values are valid for holdowns flush and raised off of sill plate. 6.Deflection at Highest Allowable Tension Load includes fastener slip,holdown calculation based on the 2005 NDS. l, 9 elon ation,and anchor bolt elongation(L=5").Additional elongation of anchor bolts I j The RP6 retrofit plate fits on the outside of masonry MTr2ea buildings,and helps tie the walls to the roof or floor structure '1� m° with a 3/4°diameter rod. I . �' al FINISH:Simpson gray paint.Optional hot-dip galvanized finish; s' see Corrosion Information,page 10 11,and specify HDG. MATERIAL:3/6 Steel Available with additional corrosion protection. _ Typical RP6 nstallation Check with Simpson. INSTALLATION:Use a 3/4°diameter rod. i VV RP6 36 � i NOTICE NOTICE u ' TO r T EMPLOYEES EMPLOYEES 0,1M SV� The Commonwealth ®f Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 — http://",w.mass.gov/dia As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 3)0. this will give you notice that 1 (we) have provided for payment to o.ur injured employees under the above mentioned chapter by insuring with: THE TRAVELERS INSURANCE COMPANIES NAME OF INSURANCE COMPANY P .O . BOX 1450 MIDDLEBORO, MA 02344-1450 ADDRESS OF INSURANCE COMPANY (IEUB-1802L53-9-09) 03-26-09 TO 03-26-10 POLICY NUMBER EFFECTIVE DATES WILLIAM PALUMBO INS AGCY 125 ROUTE 6A SANDWICH MA 02563 NAME OF INSURANCE AGENT ADDRESS PHONE # VILLAGE KITCHEN AND BATH INC 707 MAIN STREETT HYANNIS MA.02601 EMPLOYER ADDRESS EMPLOYER'S WORKERS COMPENSATION OFFICER (IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the Course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers' Compensation Act. A copy of the First Report of-Injury must be,given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the NAME OF HOSPITAL , ADDRESS � TO BE POSTED BY EMPLOYER W20P1G02 44 I ° • i D7 .-I d ,� �, m N. o to ..ate +-% Yo.. O Zi Ae- 'fit- � '✓ ?*:� O � O aka . . �to.— CD ✓e flial izaa feir lip ga'RL �zzarCla Boar o mg egu at�o a fandards Construction Supervisor Licerise. License: CS '83184 x Ex F iration 4/28%2010 1r# 202709 Restr'-'t* 00 -HARLES q WHITCOMB JR 707 MfJN ST _ HYANNIS MA 0260' �'" Commissioner u . C/ N#JA Checklist y Sit-JP w yUL-r"D D9- I°1 SCOPE Wind Speed(3-second gust).................................................... ...............110 mph y Wind Exposure Category......................................................... .................B 1-2 APPLICABOUITY Number of Stories ................................. .............................(Figure 2).........-----------L stories <2 stories V RoofPitch ............................................................. _ t� ..:......:...(Figure 19) .............,.............. <12:12 Mean Roof Height ....................(Figure 2) L ft. 5 33' .......................................... ............................... Building Width,W ........................................:...................... Fi ure 4 .................. l ....... Building Length, L ............................................ .. . .... (Figure 4) /3 ft. 580 . . . Building Aspect Ratio(L/UV) .....................:.........................(Figure 4)................................./�2T 5 3.0:1 General compliance with framing connections?.............. / ....(Table 2)............................................ V. . ......... 2A ANCHORAGE Td FOUNDATION Type of Foundation...................................... V ....................:..(Figure 5)............ (?U Foundation Anchorage ..................... Proprietary Connectors / Uplift. ....................................:..................................(Table 3).....................................U=2�1 plf -�Lateral.....................................................................(Table 3) L—�If / Shear........... .........................................................(Table 3) S— Lplf 8°Anchor Bolts �< Bolt Spacing...........................................................(Table 4) in. }.I ...................... Bolt Embedment...:........................................... (Figure 5) in. i. ......... Washer Size...........................................................(Figure 5) min.x...Sin.x�in. thick ' w-: ^; 3-1 FLOORS Floor framing member spans checked? /RC or WFCM Maximum Floor Opening Dimension (Figure 6)...................................eft.'<12 ; Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Figure 7 < Maximum Cantilevered Floor Joists --/ wd Supporting Loadbearing Walls or Shearwall.................(Figure 8)....:.......... _d wd Floor Bracing at Endwalls.................................................... 9(Figure Fi '4 ( 9 )..:........... .............................. � Floor Sheathing Type......................... (/RC or WFCM).. ......���,. Tit`� C�Wr b Floor Sheathing Thickness................................................ (1RC or WFC ®N��n�........:... 3 7i........ in. Floor Sheathing Fastening..................................................(Table 2).....6. ......�a.... ....... 4-1 1UNTALLS Wall Height R I-oadbearing Walls ' j ..................................::(Figure 10)...........,..................���.ft. <10 Non-Loadbearing Walls................ (Figure 10) ft. <_20' Wall Stud Spacing...............................................................(Figure 10)..........................I(V in.5 24°o.c. Wall Story Offsets......................... .................: (Figures 778 4°2 EXTEROOLR YTALL S Wood Studs Loadbearing Walls........................................................(Table 5) .....2x _ ft Non-Loadbearing Walls..................I.............................(Table 5) .....2x _ft._in. AMERI aN cORE.5T=y t;�t�� T IO,�SS-0C;A CC e Bracing Gable End Walls WSP Attic Floor Length............................ .... (Figure 11)....... Oft. >_W/3 Gypsum Ceiling Length................................................. (Figure 11),,.....'... ......... ..��.'�O� t. >_0.9W Double Top Plate SpliceLength..:............................................................. (Figure 13)........................................... Splice Connection(no. of 16d common nails) .............. (Table 6).................................................. Loadbearing Wall Connections Uplift. (proprietary ryconnectors)...................................... (Table 7).....................................U=��Ib. Lateral(no.of 16d common nails) ............................:... (Table 7)...................................... ........_-7— Non-Loadbearing Wall Connections _ Uplift. (proprietary connectors) (Table 8) U lb. ..................................... ..................................... _ . Lateral(no.of 16d common nails).................................. (Table 8)................................................ Z Wall Openings Header Spans............................................................... (Table 9)..........................�Q ft. O in.S 11, Sill Plate Spans...............................:...........:................. (Table 9).-.......................�ft. O in. Full Height Studs(no. of studs)................... (Table 9)............................... . ............... ................. Connections at each end of header or sill Uplift. (proprietary connectors).................:.............(Table 9)...................................../... J Ib. Lateral(proprietary Connectors),............................(Table 9) _lb. Wall Sheathing Minimum Building Dimension,W (O PAL Sheathing Type ......(Table 10) wOdQ S ........................................ .......................................... Edge Nail Spacing ,�-- .................................................. (Table 10)...................:.....................'-f in.0 C Field Nail Spacing.........:.............:...........................(Table 10)...................... in.O.C Shear Connection (no. of 16d common nails)........ (Table 10)..................`r?�ZO..�P.. ........ .{-t ✓✓ Hold Down Capacity............................................... (Table 10)................................11 9.0O lb. Percent Full-Height Sheathing...... .,t...................... (Table 10)..........................................�% Maximum Building Dimension, L 1 SheathingType �t &O,D ST9VC77 aA1_ P/71tZ YP .......................................:.............. (Table 11).......................................... Edge Nail Spacing..................................................(Table 11)...................................... in.l� Field Nail Spacing................................................... (Table 11)..................... ....... G nnD Shear Connection(no. of 16d common Waits)........ (Table 11) ti`J �S�.I1 .... Hold Down Capacity.......... ................................... (Table 11 ::7 ) ................................. UV lb. Percent Full-Height Sheathing....::.......................... (Table 11) .,,..,,,.....�qo �L.............................. Wall Cladding Ratedfor Wind Speed?............................... ................ .......................................................................... S_ Roof framing member spans checked?............................... (IRC or WFCM)....................... Roof Overhang.................................................................... (Figure 19) . �ft.<_2'or U3 .......................... Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift. ...................................................................... (Table 12) U ':51b. Lateral..............................................:...................... (Table 12)....................................L lb. Shear................................:............:........................ (Table 12) __-Z:�? Ridge Strap Connections-Tension ................................... (Table 13).......... P........T=13o If Gable Rafter Outlooker....................................................... (Figure 20)......... .. "... t. ft.<_2'or L/2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. .................:.................................................... (Table 14)..........tjlA ........:....U= O lb. ✓ Lateral..:.................................................................. (Table 14) �. ...........L=�lb. ................ Roof Sheathing Type...................�:.....................................(IRC or.WFCM) — Roof Sheathing Thickness................................................. ............................................q*i*n.�:3/8"wsp Roof Sheathing Fastening.................................................. (Table 2) cQ l� �4 „viE lC-kN iNc?t1G COUNCIL (o� C7-G• r 4,b 09/24/2009 02:04 5087785731 CAPE COD INSULATION PAGE 01 v RESCheck Software Version 4.2.2 Compliance Certificate Project Title: New Addition Energy Cede- 20081ECC Locallim: CentWWII@(Barnstable)Massachusetts Construction Type: 91rtAle Famr Project Type: Alteration "eft Degree Days: 6137 Climehe Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 142 Sumhywood , Drawn by:Sharon Malone Johnson. Choose Whitcomb Centarvllle,MA 02032 508-77"674 Village Kitchen&Bath 707 Main Street Hyannis,MA 02801 Compliance:0.8%Better Than Code Maximum UA:61 Your UA:61 Floor 1:A&Wood JolzVTrusc Over Outside Air 201 38.0 0.0 5 Calling 1:Cathedral Ceiling(no attic) 117 30.0 0.0 4 Ceiling 2:Flat Calling or Scissor Truss 91 38.0 0.0 3 Wail 1:Wood Frame,16"c.c. 354 15.0 0.0 20 Window 1:Wood Frame:Doubla Pane with low-E 41 0.330 16 Door 1:Glass 4 0,330 13 Furnace 1:Forced Hot Alf 90.2 AFUE CwnpNance Statanrent: The proposed bulding design described hfim is wnsistbnt with the buikfing plane,specftavons,and other calculations subin! with the permit application.The proposed building has be gn designed to moat the-20WlEQG iequkernenig in REScPheck Version 42,2 and to comply with the mandatory requirements listed il I the REScheek Inepecbon Ch®ddfst. Name-Title Signature Date Project Notes: RESchaek by Cape Cad Insulation,Inc, 455 Ymwwum Road Hyannis,Me. 02WI i-B00-896-6611 08049Drawn ProJect Title:New Addition 09H7ro9 Report date: 0919 filename:C:1Progrom Files\ChscMRESchecktli'8089.rck Page 9 3 09/24/2009 02:04 5087785731 CAPE COD INSULATION PAGE 02 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceding 1:Cathedral Calling(no attic),R-30.0 cavity insulation Comments; ❑ CelfirV 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grad®Walls: O Wall 1:Wood France,16'o.c,R-15.0 cavity insulation Comments; Windows: ❑Window 1:Wood Ftatrhe0oublg Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: Vanes—Frame Type Thermal Break? Yes No Comments: Note:'Up to 15 sq.R.of glazed fenestration per dwelling is exempt from U-lager and SHGC requirements. Doors: I] floor 1.Glass,U-factor:0.330 Comirrm s: Floors: ❑ Floor 1:All-Wood JaMarusa:Over Outside Air,R-38.0 cavity Insulation Comments: Floor inevWrtion is installed In permanent contact with the underside of the suWbor decking. Healing and Cooling Equipment: ❑ Furnace 1:Forced Hot Alr:90.2 AFUE or higher Make and Model Number. Air Leakage: ❑ Joints,penetrations..and all other such openings In the building envelope that are sources of air leakage are sealed. © Recessed Rots am ether 1)Type IC rated with enclosures sealed/gaskelad against leaks to the calling.or 2)Type IC rated and ASTM E283 labeled,or 3)irtstuted Inside an air-tight assembly with a 0.5'd6snlincs from aonhbustible materials and a 3'dawance from insulation. gunrooms: 17 Sunmums Uhat ate thim"ly isolated from the building envelope have a maximum%nestrallon U-factor of 0.50 and the maximum skylight U-taclor of 0.75.New wirhdow9 and doors separating the gunroom from conditioned space meet the building thermal envelope requirements. Vapor Ri t irder: ❑ Vapa retarder is inStalled an the wormdn-vAntor skde of all non-vented framed cetings,walls,and floors:or it has been determined that moisture or Its freezing will not damage the materials;or other approved means to mold condensation are provided. Comma nts: Materials IdentfflaMon and Installation: ❑ Materiels and equipment are iderhtlled so that compliance can be detemhiried. ❑ Manufacturer manuals fbr all installed heating and coollnp equipment and service water heating equipment have been provided. Project Title:New Addition /17/08 Og Report data: Data filename:C:1Progranh F11es1CheclAREScheckl8808g.rck Page 9 3 09/24/2009 02:04 5087785731 CAPE COD INSULATION PAGE 03 p Insulation R-vglueg,giftng Uaaciors,and heating equipment effitiai ny are dearly marked an the building plans or spedNc lions. Duct Insulation: O Ducts in unconditioned spaces or outside the buiiding are Insulated to at least R-$. p Ducts in floor trusses above unconditioned spaces or above the outdoor are insulated to at least 1". Duct Construction: p Air handlers,Alter boxes,and duct connactlons to flanges of elr distribution system aquipment or sheet metal fittings are sealed and medtanicaMy rastened. ❑ All joints,seams and cmnOctlorts afe made substantially atrUght wNh tapes,gasketiM,mastics(adhesives)or other approved down systems.Tapes and mastics are rated UL 1 B1A or UL 1818. ❑ 8ullding framing Cavities are not used as supply ducts. [� Automatic or gravity dampers We installed on all outdoor air intakes and exhausts. p Additional requhementa for lape sealing and metal duct WrM*g ere indudsd by an inspection for compliance with Via Irttemalional MeeNnical Code. Temporatuns Conkols: Q Thermostats exist for each separate HVAC system.A manual or automatic means 10 petttetiy restrict or shut off the heating and/or cooling input to each zone or floor Is provided. Fleeting and Cooling Equipment Siding: ❑ Additional r1squirements for equlimmi cizkV a.M included by an inspection for compfience with the International Residential Code, Ctmulating Service Not Water Systems: p Circulating service hot water pipes are insulated to R-2. p Circulating service hot water systems Udude an automatic Or 900e38i le manual switch to turn off the dr arlatinp pump whan tlta system is not kt use. Pleating and Cooling Piping Insulation: p HVAC piping conveying flulds above 105 degrees F or chl"fluids below 55 degrees F are insulated to R-2. C@>rtifiCelt@: �] A pemnenent eeMcata is provided on or in the ekCtr MI dnstnbution panel listing the predominant insulation R-values;window U•factors;type and efficiency of specs-conditloNng and water heating equipment NOTES TO FIELD:(Building Department Use Only) Pitqect Title: New Addition Oats fllenama: CIProgram FBes%CheWREScheckhk808Q.rck Report data:09/17/09 Page 3 of 3 .09/24/2009 02:04 5087785731 CAPE COD INSULATION PAGE 04 2006. IECC Energy Efficiency Certificate Caning I Roof 30.00 Wall 15.00 Floor I Foundation 38A0 Ductwork(unoonciftned opam): D.. Window 0-33 Door 0.33 NA CoolingHeating & Forced Hot Air Furnace 90.2 AFUE Water Ffsaeer. Name: Dam_ CommMts: Daidd E�Braman, P.E. 189 Harbor Point-Rii 42�� CwnmaquA:MA 02637-0361 -- _, 4�c, (C. ca-,L�A : C2 t,9-5 Cil Lo t3/215 �U VJ At�-� L ST u j 4 cgbtc(� Ack<rh t is �'�Uc. 5 4y. cd�: s v. c OA r 2"M•n 1 a tee e A� Li --� Daniel E: Brennan, P.E. 189 Harbor Point-R& �q /►T�--�'�.v_� ;�,� ,0� � �. Cwmnagi";MA 02637-0361 - C.rcNO cl -[-tz.o c-TL-3 6Z 'mil__ v t . AAD AQ Ile— VJ A: r U 5 c °6P5Z�4t Cc—� p 5 A4- � {R E 041 Ytl yP.�33 r siR r ' f4 l W�evt_.5 i(->n.s - e� ►..own. tvte)e. A III H 10A IAcicrr�,CANv,C, o � Ll 0 1 � s � ,, �•ab'a� - r A'J L .... .. Assessor's map and lot number ............................. oFTNero VSTU. ......11 I.Q.....:k. �` WQ ��• Sewage Permit number .. ��r!. 1. INSTALLED O����' � s"" Z BAMSTA LE. . b House number .......4o ......�.. ... ...........................::....... ; . �r�dr WITH�TITLE �Ll 90o i639 \e�� L I� ENTAL Cr �CYPYAr• TOWN. OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR`PERMIT TO .......C©nGt.r. ' t ng�o••Famil�r Dwelling TYPE OF CONSTRUCTION ...............Wood .Frame.............................:..:.......................................................... ............. Janata Y... ....................1g...8.5 - I TO THE INSPECTOR OF BUILDINGS: The undersigned hereby 'applies for a permit according to the following information: Location .........Lot...#...36.,.-Suxiny...W-0-od..Dr.,.•.-Hyannie.i...MA.............................................................................. ProposedUse .................................�........................................................................................................................................... ZoningDistrict ........ i .:,..... .. ........:....... ...........................Fire District ......4axMis...................................................... Name of Owner .Capri.C.Q n...Read:ty...T•rus.t...........Address ....7.65.. Name of BuilderFranco,,,Read.,,.Eatate...De.v.......Cn.kddress ......Same................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ......t1X...................................................Foundation ........P. C.............................................................. Exterior .................Roofing ...A.aPl?g•. t...�Jai iglez...................................... Floors Carpet ...........................................Interior S ............................ kle.e.tx Q.el�................................................... IHeating �as.-F...K..A...................................:................Plumbing .... .WO.-.Co.P Per....................................................... ..... V) Fireplace None .........Approximate. Cost $...6.Q.,.O.0.0....0,0........................ Definitive Plan Approved by Planning Board --------------------------------1 g--------• Area '_ �... .t......... Diagram of Lot and Building with Dimensions Fee , .................. \ SUBJECT TO APPROVAL OF BOARD OF HEALTH `• l 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 l....!.....�...�......Q?��.....�� ... ..�...... t Construction Supervisor's License L-/ 0 ` 9,q -APRI,99RN REALTY TRUST 2580 12 jNo .............. Story Permit for .................... . . ........... P. Y -Single Family Dwellin ......................................................... ...................... i - Location .....Lot 36, 142 Sunni--Wood Drive ................................. ................. Hyannis.............................................. Ca ricorn Realty Trust Owner .........�.................... ... Type of Construction .....Frame Plot ............................ Lot ................................ Permit Granted October 8, 85 Date of Inspection ..... . ............................19 Date Completed .. .... ......... ............1 Assessor's map and lot number ........ .................. *, TN E TOE &e,�vdge' Permit number ..... ............:. s " Z BARNSTADLE. i House number ............................r............. 9O 1639 . .............................. O i639• �'0 MPY a�9 TOWN OF BARNSTABLE BUILDING INSPECTOR r'ami1, DW,1 i a APPLICATION FOR PERMIT TO ....... ��� �. ................:...........:........... ................................ TYPE OF CONSTRUCTION u^��}�d i'T�X21£........................................................................................... .......................................... R7cxlLad7 v .................19.. .K TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .........T.. .1:. ..16. .. ..y� .W y ...............:...................... ,Proposed Use ............................................................................................................................................................................. Zoning District .......... .. .�.c...................................:.............:....Fire District ...... ya,Xtnis............................. ......................... Name of Owner .�,.'•8.pxd.0f*r,.?i. �ac.! �•J' .•'Z'•e L""� . .........Address ....7�5 :�{.°��R1�U ��l j3 d�.:��F�1�3�.,f.�. . . ..MA... Name of Builder.C'7'anco, Rea.j..F".f; gtp..X�f?.tT. ...C�tAddress ....:.`;a(!................ Nameof Architect ...................................................................Address. .................................................................................... S .............Foundation Number of Rooms ...............ix...................................... ........'...:..f'•.:............................................................ Exterior ................Roofing ...t s-0 a _ a 7•X� :?.. . ................................................... .... Floors .`��'pP.......: ......Interior `�`!�Eedr.QC'k .............. ........... ... ................ ...... ...:........ ....................... Gas—v'.VJ Plumbin I'kTK?—Crax�....�r . Heating g ..... ............. .......................................................... Fire lace None ......................................Approximate Cost .....:.: ) }.. .................................. Definitive Plan Approved by Planning Board _______________________________19________. Area .... ,0.5 .. n.,... ,'.l Diagram of Lot and Building with Dimensions Fee. ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 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 ........ ............ ......`/1.. :.: .. :✓.. ' Construction Supervisor's License .................................... CAPRICORN REALTY TRUST A=273-225 i No ...` 85 2:. Permit for ....] a..S.tary............... Single Family Dwelling ............................................................................... Location Lot , Wood ............3.6........142......Sunny.............................Drive... ....................I ya114 a,;........................................... Owner ........G.apricorn Realty Trust Frame Type of Construction .......................................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ,.October 8, 19 85 Date of Inspection ....................................19 Date Completed ......................................19 /` 7 E .ST. 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Cv i y ,.0 + �Fl ---.-ffPPt. Ifo214AITAU ' �� . 6 t N - FTC W 3 y AT - d .G.: :_P_:.T_-_.5, a-ax►v �'-T" VOX �IAIn���N JAQ I .7a� GD n�7`r i�O U : - : . . /Z 3C FOAM -� _+ro.R _ K3oL;?' S --L��.7._._dv?�...i.-..D._...... U 1_A=TtOti) .fZ... ... .C-O D.. �U�A �2OcK.-► S N C.CD N V . d F GIJC, / 4 y ��,T7o '1�- y/ t t:. 11� - �� reJl.N1,7U:,.,L-t_:�20_Q.. . _ . G. ...L-,DV.l, _ -i'4� _._..__....__...__ C. .!?� ,. OPT. /� NooU� /)o'Tie ifnwrNov y FAST+-NL " slam Roo wiNay#sE7Z PLy . i _ �� .. -� � . u � �� �Io l -- 3 LOCUS INFORMATION CURRENT OWNER: EINER V. & ELAINE N. LAVNER OVERLAY DISTRICT: GP TITLE REFERENCE: CERT. 109780 NITROGEN SENSITIVE ZONE: ZONE II PLAN REFERENCE: L.C. 32849—B FEMA FLOOD 1 N ZONE DISTRICT: "C", DATED 8/19/85 y ASSESSORS MAP: 273 PANEL P250001 0005 C PARCEL: 225 Z MINIMUM LOT SIZE: 87.120 S.F. ZONING DISTRICT: RC-1 EXISTING LOT SIZE: 17,078tS.F. SETBACKS: FRONT 30' SIDE 15' q LDS REAR 15' d LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE ECT. �LDA w 113 0p CRAIG . FIELD DATE /�� PROFESSIONAL LAND SURVEYOR 4V4 CERTIFIED PLOT PLAN W" PROPOSED ADDITION AT A � su OEM* m #142 N/F !911�lpov I SUNNY-WOOD DRIVE LUIS R. MONTERO ��• h/� DR/ ASSESSORS MAP 273 PARCEL 226 BAMSTABLE MASSACHUSETTS (BARNSTABLE COUNTY W. ST 1 0 ONE STORY BULKHEAD WOOD z�OUSE � .� � LAMP UNE 30 2009 r #142 , J APPR MATE ao LOCAnION 1110010 `t GAS METER 40 N/F MARK D.GALLANT IRL_CAP ASSESSORS MAP 272 DECK PARCEL 2-2 2GARAGE N0. DATE DESC. PROPOSED IrX16' CONSTRUCTED IN Z� Cg` THE CK OOTPRINT� ON SONO-TUBES ELEC. �► METERSH BILLIEJO HUFFAM ASSESSORS MAP 272 PARCEL 2—3 O 2 IR D P PREPARED FOR: \ NICHOLAS CARADONNA * C 0 MS. LINDA O J� � / WHITC MB 30. DRAIN VILLAGE KITCHEN & BATH EASEMENT 707 , MAIN STREET JAMES do KATHLLEEN M. DAWE / x - BSC ASSESSORS MAP 272 6 PARCEL 2-4 349 Main Street Unit D N/F W.Yarmouth, Massachusetts 02673 FND H STEVEN ET AL 508 778 8919 ASSESSORS MAP PARCEL 201 g © 2009 The 85C Group, Inc. SCALE: 1" 20' 0 10 20 40 Fw n: FII:E: 9433—CPP.DWG DWG. NO: 5964-01 JOB. N0: SHEET 1 OF 1 4-9433.00 t Siwirsej asvtf4 ore. I E-rttL�a P$qtF /0esr,g*sE 7a Dom" *L:l No�2-sosz•S Q fie,`H OFs � 4Cy� MARK A. McKENZIE �, Cl) PC. a y2.. p T Pr.,' , /t rhli2ewode POD U71,51 If 003 (1)Zx10 F.T. v N Pt.y�ego !�e''Go,v(.. i SET EPeXY G✓f:` 7D /tt.t.o.r (z,JD IJ�t/L E/EG °•�F SatsTEG�� rs Ply- Tttrt}T Iw`�SeZeraOE /4�3✓or 6 Ge.,c,e�t'� S ff P4y eF ONAt Wtfttiv �Btl+E BF •! _ S M. C. l$ /FNcr(oa$otJ. • �g TH,�6�oE0StMpseN SlTEA�X.d r� 2l z �o P. k �� i� � oPrtea. s . �tav L � T• 13 �'ot s%t 112ds2P8'F4. 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