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1106 MAIN STREET (COTUIT)
i� Y J 71 LOT 2 S�OII, LOT 4 0,E 1 p2 G �`9' SEB h'•9NP O F I p� FOUNDATION �o 10 A 103 , 11 LOT 5 16O' —© Q N087635"E 3.80' PARCEL II 3 S39 34'30 W O 15.66 p N50 25 30 W Rom_ CIs?, X 7.95' z�qcv ® S72 54'10"W LOT 13 2.59' L C. PLAN 9216 F c� 6 Olt LOT 8 N85 20'407 35.93 LOT 9 tt�` V FLOOD ZONE "C" FO UNDA TION CERTIFICATION RES ZONE. "RF" TDWN.• COTUIT SCALE 1"-40' PL REF` rN-m&wis ArdwELEV.• N/A SETBACKS- 30'-15'-15' I CERTIFY THA T THE ®►�,AAAAA®a YANKEE LAND SURVEYORS i> » 1 10 r t 1 S.S FO UNDA TION IS SHOWN �� & CONSULTANTS �ov Q���� ��v ON THE PLAN AS IT EXISTS STEPHEU N ® P.O. BOX 265 ON THE GROUND. UNIT 1, 40 INDUSTRY ROAD --------------- c DOYIE MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 JOB STEPHEN J. DO YLE,, L S. DATE.• 01-17—06 NUMBER 53993FND 2 Odd W I E ©aeu" a o UJI 0 I NEW Ll NEW O MASTER I nw,wr I A I I I �' Lt7 CT]T, f— It (/) � ;y 1 BEDROOM � @ I °i � I Px• I �I Q z q i i .on.—b • DENN I b a nP o`�nm D I I U,0. LLIe w°'"°w.w°" �. It �" u ® w lu °'"^ NEW (� �' _ . _ w nm m MASTE W Q R $ — o BATH ®` k II `p--t91°" •l_'-=='�I �� e NEW q 1 �..._,• __ Ill v`�n ____ _ G7 LIBRARY _.- ZN ._1 NEVN-- o a \ #B BREAK (" _ "� au.a - ~O ; MUmDn�LL II �° NEW I' REMODELED _ PATIO 'I 1 I ,-l- LIVING rcaxie."w I I I f� KITCHEN IJ_ m.ra:wa -I,Mf�7kTT Ni arr� j l l°4e.s I g . AR T I NEW a x' GARAGE L��= E__ F LL LL �, wt Z e a CQ41s" ' STUDY uj w uj m wLU LIJ rp I � W� �� x ® � o� Z inUva " r' W co FIRST FLOOR PLAN a LEGEND: W 0 lt•1 �}�' GENERAL NOTES: y ®6MOKE DETECTOR E%AST.FIRST FLOOR .,WSSF. " wn; �^'",,,,eq,,,m,"'^a,,, p EXISTING WALLS r�-1 Frey r E%IST,SECOND FLOOR =7ee gB.F. ;�• �atO"o, ..• ,,,,,�,.,, �_; CONSTRUCTION TO BE REMOVED LfJ y!co 0 1— NNEWFlSCREEN OR •6788.1183 E 11 +iw ' " ® NEW CONSTRUCTION SCALE 1i4►Y.. NEW SCREENED PORCH a YOU F. LE 1/4" a V—O" F- WINDOW SCHEDULE WINDOW SCHEDULE DATE C:l co Q N 7- TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS TYP MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN WON m12 7d IB'"fd W' UBLFJIUNO J ANDER N MT10 7d 1M•nf•1 Iw DOUSLEHUNO 12/3/2005 ^ B Y•DN 0 7-0 iB'n A'•9 W' DOUBLEHUNG K pW 2-0 7M'x74 TV AV^NO 2'•47/0'v T-0SW AWNING L AN21 T•0 SIS'a1%7 ANNINO JOB N ��JJJ F D C 2f6 f•0,?"f-0 W CASEMENT M 013 7d dB•a T-0 1? CASEMENT ® m Q'g E WDN ! 7•0 U8•K6-0 1? D UBLENUNO N YYD teal 1�t0/18'n0'd 1M' DOUSIEHUNG � PIN ARD ..{ f0 WTR 3NO Td IV. 1? DOUBLEHUNG TRANSOM P WDI/2N7 74 /A wfd Ile DOUBLEHUND W lL 6 Q' G WR1 ONI e'-0UB'•1'-O,l7 DOUSLEHUNG TRANSOM 0. CR 1•d I?K"SC CASEMENT DWG. NO. r Y "xnMewLawNm..w lLl F— N AN O1 W 1I7•at•4 AWNIREeromw�w�ot%� cn O Z W NOTE"NUCIACTORTACTUREY ALL WINOORDERINONNEAAHD ROUGH OPENWOS w.la ��eo �� d WRN VANOOW MMIUFAC.,MFYAR,ORTOORDERWOOF4NNOOW9 intwMOWwn.Rv p ofNFITM REVISED: 12/5/2005RnR. MAIN E ZQN �a0 w � ��pp I F QCaS]�m BEDROOM BELOW P'.W CV 1 re ww I w E" 02 Co � I I i 7 ER i BELOW I EMO I BATH :LIBRARY a EXPANDED ,BELOW 'Q BEDROOM I � I � 1 a ATTC lr + .a \ OFFICE r _ ` z � BEDROOM A" W $ �D a to MGM SECOND FLOOR PLAN , � W w o z -� SCALE DATE 12/3/2005 ® ® ® 8®8 IN-JOB ' P QWG. N0. IULUU FRONT ELEVATION K �,� °�" °° ��,�.,^��: A 2 REVISED: 12 5 2005 lot on.. 7rC r/0- jowl r�1�_`�.`�__ 1111111111111111= _ --Ilillllllllum - - I=I - = IIIIIIIII = _=Iillllllllilllil_I _ • _ -_—_Illlilllllllllll-- - ■n =-'n. --or Iasi — I . - o ll n loon IIII: iiii�_=1111 �= i'�i IIII . � � • CC rum, sell .@IOILa■ -_-- __=-_--- =-=- III; •� -. --. 7rC 7iC - e _-- --- _-__ — ------ - s.�M � Q I I m"" I II I11 I I A 1 �I AILt T1 E F u -' - : - - ...W...mm.n 1 I BASEMENT I U dam' v I CLLr 1 0 mlvuvwl I nl ' 9®9 FULL _—_._ "vEia uua I I Z ie`neumam gg Y 11 BASEMENT (27, NEW D1 IN NG C�ONST. ro _ R� awi cau« 11 I m.n maron.+oe I 11 I w�muranu`ip.1m mow. -- EXISTING iI � NEW r----------------- ` BASE FULL BASEMENT BASEMENT SECTION @ NEW DINING r pp I 1. 1 NEW 1 I ® -1 II-_-_ JI 1 HE.r GARAGE 1 _— —_ `__—___—1�.�m. -J- - =1 - - 1 - rrn�i /V Q E- I o�ca.r 010 1 III I 1M0f""^`'°"TM NEW ROOF CONST. F�-•I O 1•I 1 1 1 ...ro....wrv.ero.. Q 1 1 I ---��___________________ �Y ^ �^'m"� rr 0 I 1 I mew m,o. I rna Wz-. _ � IIr•'r'n' I _ 1 rowlr�,'�.uS�'vw j irwco�u,w�oam r, a I //T�\ I I Iw�j°°.k�P�"non'—.a'zian uma .vat :crvnA'.w'�iu ew°.r'aa t--� Qi E- • I `"O I - ---------- - ---------- - ,.... a z ,..., NEW WA.L CONST. FOUNDATION PLAN g : �. ; EXPANDED Z � •`",.°,�,a,.a`„w°"°,. 12 BEDROOM SCALE <m.a nu SCREENED ■ ro. s �°°"� DATE : � PORCH 12 3 20D5 LAUNDRY STUDY m4�" JOB NO. PI N ARD DWG. NO, SECTION NEW SCREENED PORCH SECTION @ NEW LAUNDRY/ENLARGED STUDY [� /1 REVISED: 12 6 2005 L 1T C-0 N U2a O w ca�� NE w. 0 UNFNISHED NEW Ud' S5 STORAGE OFFICE .�rwiw uo. ucw arma � rm.p.Mp4 ,4arVna�W.1. w,u„m,am �q.Em wun.o ���,n�AMM1Iam.W1! .1�AYv xlwrpWnl � °�� g NEW NEW WALL CONST. NEW EW REMODELED GARAGE ^^'^^ MUDHALL TCHEN LIVING _ �`i,ena.mw EAVE DETAIL N3o.^°.7— NEW EXIST. - FULL FULL BASEMENT BASEMENT wwrmswu ibomo:.l°°".w° o SEp CTION @ NEW GARAGE/REMODELED LIVING ROOF E al rr� U NEW OF CONST. W 7 rN�.4M�m1 0� MW m°RVPN/ A®.'WM1a6�q a x mw.wr+oow "6�e TVP.ROOF CONST. z �n w w�w„ w CD 'e" NEW WALL CONST. N�V'MASTER NEW O❑ U� BEDROOM .W.I.C. COVERED . CON$T 6 .--� ,,,,,,�,� PORCH E° a COVERED W7 E MUD L PO CH _ N S ALE 1/4" a 1'-0" NEW FULL DATE BASEMENT NEW ..c°s.°m FULL „�. 12/3/2005 aASEMENT JOB NO. PINARD 7.. NO. nSECTION @ NEW MASTER BEDROOM SECTION @ COVERED PORCHES/MUDHALL w REVISED: 12 5 2005 DWG. ROM M ZoI A � r - — — C%l 1 ou I a 1 tl 1 I I , z wr aaruw I gI�, 1 / 1 a I 06 iw 1'-Y i 1--wu.wur Il I I oo.�r • � 11 X �sss�ea. I Q d O m z I� as W ' 1 �D a�nen.vwuw i�nw.u'w ` I I O x w W z � SECOND FLOOR FRAMING PLAN SCALE 1/4" - V-0- DATE : 12/3/2005 JOB NO, PINARD DWG. NO. : A6 REVISED: 12 5 2005 C) WRIT a � a I i m' 6 I i by �, __ — MnFMRtlq o, '4 maL n 8 ps_ E-I E-+ Al ------IrIl z E- �� W w a I�--� E- �$ r D V) w C, Z o CA ROOF FRAMING PLAN '/`" ' '-0 AD TE NOTE1 �ROOF RAFTERS TO BE Y r 1Oe 12/3/2005 UNLESS OTNERNISE NOTED='AT ALL RAFTERSE CANE CLS'S JOB NO. 3.)W FOWY GUTTER ER TYPEAAYOUT PINARD • DWG. N0. A 7 REVISED: 12 5 2005 r OpZF1E T Town of Barnstable Regulatory Services ' 'B'' ' ` Thomas F.Geiler,Director '�f ►'e�' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Ot%mer Must Complete and Sign This Section If Using A Builder '\J '2� ,as Owner of the subject property hereby authorize � �� (�O�' �`f'L J to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name Q:FORM&OWNERPERMISSION i J1GP. �07I7/riGOYU!/l'fdLG1L d�✓ZGl7.cJcllll,'lL{ldC�6 Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 115502 Expiration:Ex P� 1/30/2006 `.. Type: Individual :PETER J. BILODEAU 'PETER BILODEAU 83 BUNKERHILL RD. 1 QSTERVILLE,MA 02655 .Administrator i �� n1`�n �� •'va'I77ATL�ILf.IiE C�✓ �LU.GeGw ' BOARD OFBUILDING REGULATIONS CONSTRUCTIQ.N.SUPERVISOR' Number GCS 002827 .Birthdate 0 1 210 611 9 57 +Exp+res 12106l2007 Tr. no: 11 V09 t y nnucf twf wn r"C . w "+ 3_ 07, Restricted �00� '` PETER J, BILODEAU k z 83 BIJNKERHI�L R5D { ;� O.ST.ERVILLE; MA 02655 'Commissioner f� I __ J Town of Barnstable 'THE Regulatory Services �p Tp� P��o Thomas F.Geiler,Director Building Division w BARNgrABLE. y MASS. g Tom Perry,Building Commissioner 3y.i6 ♦� Arlo 39. a 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: OS5 67 D Fee: _ - Permit#: HOME OCCUPATION REGISTRATION Date: (A ,U 0 Name: 2'Q U i?P'k 1'e(d Phone#: Address: ((0 b {&("(O ni—i a2i-�-1C CVI- Village: Name of Business: d\y\r' ' ���► 1-� Type of Business:GOLD 16t'N Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat, glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Hcme Occupation. • No sign shall be displayed indicating t1fe-C-ustemary H'om�e Occupation. • If the Customary Home Occupation is listed or advertised as a b s s,`the street address shall not be included. • No person shall be employed in the Customary Ho m e Occupation who is not a permanent resident of the dwelling unit. .4 ' I,the undersigned,have read and agree with the above-restrictions for my home occupation I am registering. Applicant: _ J6 Date: Uq t a 'y� Homeoc.doc Rev.5/30/03 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business c you must do by M.G.L.-it does not ertificate ONLY REGISTERS YOUR NAME in twn T own y Hall)e you permission to ope.rate.) Business Certificates are available at the Town Clerk's Office, 1'FL.(357h whic Main Street, Hyannis, M A.02601 [T ra+iwa m?a�iyn sxuat Uu�p�q ,— � r/7� :1'o:�S^' e S GATE• (�G(v/ Fill in Please: r APPLIGANT'S YOUR NAME: ESR YOUR HOME ADDRESS:__ ► (� {� l.�.. �-� aft . � ;- 3 TELE HONE # Home Telephone Number 5 NAME OF NEVN BU3ItNE55 15 THIS A HOME OCCUPATION?, TYPl= OF BUSINESS: � _ YES IVO., ADDRESS OF BUSPNESS SIT 221k MAP/PARCEL NUMBER O� D =�� When starting a new business there are several things you must do in order.to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street). to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER' FFI This individual has2 me any permit requirements that pertain to,this'type of business. MUST COMPLY WITH HOME OCCUPATIO &uthprized S•gnatur RULES AND REGULATIONS, FAJLURE TO COMMENTS: COMPLY MAY RESULT IN FINES. 2. BOARD OF HEALTH This individual has been med o he ' t requirements that pertain to this type of business. Authorized Sig ture* COMMENTS: . 3: CONSUMER AFFAIRS (LICENSING AUTHORITY) � This individual ha Mn infor"nj�ed of thelice re it is that pertain to this type of business. Au orized Signature.* rOMMENTS: �t0 Town of Barnstable Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 9$ MASS. (508)s63q. 862-4038 ArFD MA'S A Certificate of Occupancy. Application Number: 89209 CO Number: 20060107 Parcel ID: 034053002 CO Issue Date: 08130106 Location: 1106 MAIN STREET (COTUIT) Zoning Classification: RESIDENCE F DISTRICT Owner: PINARD, PAUL M & KAREN M TRS Proposed Use: RESIDENTIAL P 0 BOX 177 COTUIT, MA 02635 Village: COTUIT Gen Contractor: BILODEAU BUILDERS INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed x, TOWN.OF BARNSTABLE BUILDING PERMIT PARCEL- ID 034 033 002 GEOBASE -I D 201�_ ADDRESS 1106 MAIN STREET {COTUIT} PHONE COTUIT ZIP LOT 23&UN BLOCK LOT SIZE DBA. DEVELOPMENT DISTRICT CT PERMIT.` 89209 ` DESCRIPTION NEW ADDITION ATTACHED A.G GARE,RENOVATIONS PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: BTLODEAU BUILDERS, INC. ARCHITECTS: YZI1GLTS Department of � 1 , F50, (fib Regulatory Services TOTAL FEES: BOND $.00 tNE CONSTRUCTION COSTS $300,000.00 x 434 RESID ADD/ALT/CONV 1 PRIVATE ':*,0l' _...4 ` i MASS. 039 BUILDING DIVISION BY DATE ISSUED 12/20/2005 EXPIRATION DATA; r Lo THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY VISIBLEPOST THIS CARD SO IT IS FROM STREET I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 13f<itS ° � kl�61 ' 46 a te^4- �Ivejo to 2 2 -1��Z -� 2� c2w 8 10-�-1 n e I I I 3 1 HATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 S_ o b BOARD OF HEALTH OTHER: ,/ ��� SITE PLAN REVIEW APPROVAL h F( E K SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS NSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY OUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- . NOTED ABOVE. TION. il% U BUILDING - PERMIT �I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ar I o 5p,-dO7, Permit# Health Division y 13 0,j�0ate Issued 1 ZJ2o/off Conservation Division 3 3 AM 3: 55 Fee123o P-0 Tax,iCollector _ EXISTIN EFnC SYSTEM Treasurer / OF B ROO MS ED D I V f Cim D Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address Ic)�o fy\A) �i e Village Owner F�y L Qt!�1 Address (IO�o Telephone Permit Request It\9 � G�� � d L!1�_C E_ M 6 tit �z�J nt Square feet: 1 st floor: existing 12- proposed 2nd floor: existing proposed Total new Vluation '�T Zoning District Flood Plain Groundwater Overlay tJQ Construction Type 48 Lot Size 2_-vr— Grandfathered: Wes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family lb_ TWO Family 0 Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes . U No On Old King's Highway: ❑Yes k o Basement Type: IrrulI ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ® Basement Unfinished Area(sq.ft) h CXD Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new _a Total Room Count(not including baths): existing new 7i First Floor Room Count ___57 Type IIr ❑ ❑ Heat T and Fuel: Gas Oil ❑Electric Other Central Air: C/Yes ❑No Fireplaces: Existing New - Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size y O _Barn: ❑existing O new size Attached garage:❑existing new size ! (fA2 Shed:ble'�isting ❑new size 8(-Irp Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes &No If yes, site plan review# Current Use Proposed Used BUILDER INFORMATION Name-��fiP'� 1 8Q� Telephone Number©� Z_ C)-155;0 Address = r License# 002-e Home Improvement Contractor# S-t- (� Worker's Compensation# 7 PT U34a22F ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOjF� l� �� SIGNATU DATE tr FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 1 ,, DATE OF INSPECTION: FOUNDATION FRAME INSULATION o� FIREPLACE ELECTRICAL: RO(ig FINAL ?- U3 PLUMBING: Rai FINAL O GAS: ROUT FINAL FINAL BUILDING ✓/,L - DATE CLOSED OUT ASSOCIATION PLAN NO. RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 E FEE VALUE WORKS13EET NEW LIVING SPACE square feet x$96/s .foot= ?, / l • LiG'� q q v � z.0041= K2 �.d plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot .0041= plus from below(if applicable). GTARAGES'(attached&detached) sq=e feet x$32/sq.$._ x.0041= _7 !!�7 ACCESSORY STRUCTURE>120 sq.f-L >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x.0041— STAND ALONE PERMITS Open Porch x$30.00= C� (number) Deck L x$30.00= � (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) t7 Permit Fee l <�—�• i `ppTHFlp�� The Town of Barnstable . U Department of Health .Safety and Environmental Services Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: PCL kAA f jIA&A Map/Parcel: _ ® OJ3 ()02 Project Address: l bb h'MaIN n S-� Builder: Od eck Q The following items were noted on reviewing: - ee ; r dcAr UZ- bpwe LJ/P 1`l0)0050 Reviewed by: Date: 7,60, :r °FtHE Town of Barnstable Regulatory Services aaxivsTAsiE ._ Thomas F.Geiler,Director 9�: 1M6 9., ' Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Datef AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: , ADD Estimated Cost.-7� (a,OC7-) f Address of Work: OG (Yl F'� / rJ 6�_ Cp'�y(fi (Yl 14 Owner's Name: PAJ Li U )A-P-0 Date of Application: ( J', — ( � I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name QIormslomeaffidav IL i ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J _ Applicant Name: Site Address: 110C, PAIX) ,s Applicant Address: City/Town: Co 70 l i. MA Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package (A through KK from Table J5.2.Ib): Heating Degree Days (HDD65) from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.Ib:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b-a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE �J•Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Yorksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c. Glazing%(100 x b_a) % ❑ ADDITION with Glazing% (c.) up to 40%may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value'` MINTMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft I Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation maybe used in place of R-37 if the insulation achieves the full.R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition (greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name:. Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) lt 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Worksheet Panic# •' Builder Name 'C� C�� Ji. L Date Checked By Builder Address21 Site Address E 7' GZS T Zone 12 01 (]14 Date ::•3Y!� r Submitted By „ i Phone PROPOSED REQUIRED yA. - ' , - Ceilings:Sky Wds-and Floors Over Outside Air - - , Required " insutatiort z)`kt Rica U-Valuc Gon R--Value U-Yslue UA (Tabtc J6.3.2h) x Am UA Floor Ora Outside A(r R' (Al J6.23a) . fe _F.. . . :Total Arco `Walls.Windows:and Doors - -, tasulacioa x 1� >��. _ pescr i tion • R Value U-Vafuc Area -UA U•Yalne -xxAirm -UAwam - R J622be /d) t f '---- i 11.4' 13. `vim 0 wind&" 0*RCorTableJ1J3a) ��� 14Z iu'Z MC or Table J1.536) Srd(ag Gies Doors -- `�� _ iF,3 0*=orTableJ133a) (J fV Total Am FloorS and Foundations Iasuladw lnpAad a R- x Ams or RequiteE Descripfion Depth Value U Value Paimeta UA U-Value fkArea ¢UA Flaw0wrUrmo boned r" -30 r633 11C- 3Ft9- '.a S 1/63 59, 1 Space 925cment Wall (Table J6 f Unbated Slab * J622 ) in. ` Heated Slab (Table J622t) fe Tatd AropesoY W aatut be tat Totes! dam or egad to ToW(xA*a le*1tq W UA Pmpoad UA OR Refakrd UA Statown ofCocapramocThe proposod bu+ft de ip fgwcmmw in 1 �Adjswe t Am*cww ntrttcouisr wwftkAtbmaftpfmrt� and odaer alcnlatiow submitted with the pamk MELcgim Requirid CA co-m 1 f,;'[C 3 i?-I 3 0 8nr7datDerigrarr Cowrpa+ry Name Hate 760.22 780 CMR-Sixth Edition. MOB (Effective 3/1198) From:Staff 5D8-862-6007 To:Peter Bilodeau Date:12l19/20D5 Time:4:44:28 PM Page 2 of 22 BOiw Double 1-314" x 11-7/8" VERSA-LAM®2.0 3100 SRoof SeamIRooARB05 BC CALC®9.2 Design Report-US 1 span No cantilevers 10112 slope Monday,December 19,200516:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: K- inard Description: Roof at Rear(New Dining Room) Address: 1106 Main Street Specifier City,State,Zip. Designer: Joe Madera Customer. Peter Bilcdeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: �D 12 1"z Ak BO,1-314" B1,1-3/4" DL 392lbs DL 382 Ibs SL 550 tbs SL 550 Ibs Total of Horizontal Design Spans=18-04-00 Load Summary Lire Dead Snow Wind Root Live Tag Descrtpllon Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb. 1 Standard Load Unf.Area Left 00-00-00 18-04-00 15 psf 30 psf 02-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 4272 ft-Ibs 17.5% 115% 3 1 -Intemal Completeness and accuracy of input must End Shear 824 Ibs 9.1% 1150/0 3 1 -Left be verified by anyone who would rely on Total Load Defl. U831 (0.265") 21.6% 3 1 output as evidence of suitability for Live Load Defl. U1409{0.156") 17.0°� 3 1 particular application.Output here based on Max Defl. 0.265" 26.6% 3 1 building lysis methods. deign properties lysis methods.Installation of BOISE Span/Depth 18.5 n/a 1 engineered wood products must be in accordance Wth current Installation Guide and applicable building codes.To obtain Notes Iretaliation Guide or ask questions,please Design meets Code minimum(Ul80)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(L1240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. LLJO T®R BC FRI BMERt9,AJST", I Minimum bearing length for BO is 1-1/2". BOISEEGLULAM,SIMPPLDFRAM FRAMING Minimum bearing length for Bi is 1-1/2". SYSTEMS,VERSA-LAMT,VERSA-RIM EnterecIDis played Horizontal Span Length(s)=Clear Span+V2 min. end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND^° VERSA-STUD5am Member Slope=0,consider drainage. trademarks of Boise Wood Products,LL.C. Connection Dlagram b d a lc a minimum=2" c=7-74' b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:12/19/2005 Time:4:44:28 PM Page 3 of 22 ® it Triple 1-3/4re x 9-1J2" 'VERaAaLAM•2.0 3100 Now ieamlFinor 11FB01 BC CALC®9.2 Design Report-US 2 spans No cantilevers 10/12 slope Monday,December 19,200515:42 Build 141 File Name: P Biiodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: Basement Address: 1106 Main Street Specifier: City,State,Zip:Cotuit,MA Designer: Joe Madera Customer Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: I ....... :- 07-04.00 o6.oe-oo �' AL B0,1-3t4" B1,3-1t2" B2,1-3r'4" ILL 22021bs LL 6574lbs LI-2390 Ibs DL 1238 lbs DL 4506 Ibs DL 1453 Ibs SL 867I11 SL 3156Ibs St.1017 Ibs Total of Horizontal Design Spans=14-00-00 EM Summary Live Dead Snow Wind Roof Live Tag Descrtpllon Load Type Ref. start End 1001A 80%K 115% 133% 125% Trio, _ 1 Standard Load Unf.Area Left 00-00-00 14-00-00 40 psf 10 psf 17-00-00 2 Unf.Lin. Left 00-00-00 14-00-00 80 pif n/a 3 Unf.Area Left 00-00-00 14-00-00 10 psf 10 psf 07-00-00 4 Unf.Area Left 00-00-00 14-00-00 15 psf 30 psf 12-00-00 Controls Summary value %Allowable Duration Load case Span Loeatlon_ Disclosure Pos.Moment 7271 ft-Ibs 30.2% 1150'0 15 2-Internal Completeness and accuracy of Input must Neg. Moment -10015 ft-Ibs 41.6% 115°l0 2 1 -Right be verified by anyone who would rely on End Shear -3456 Ibs 31.7% 1159'0 15 2-Right output as evidence of suitability for Cont.Shear 5798 Ibs 53.2°,b 115°!0 2 2 Left pear application.Output here based on Total Load Defl. U1104 0.08" 21.7% 15 2 building analycodsis methods. design properties ( } aril analysis methads.Installation of BOISE Live Load Defl. U1490(0,059") 24.2% 15 2 engineered wood products must be in Total Neg. Defl. -0.011" 2.2% 16 1 accordance with current Installation Guide Max Deft. 0.08" 8.0% 15 2 and applicable building codes.To obtain Installation Guide or ask questions,please Span/Depth 9.3 n(a 2 call(800)232-0788 before Installation. Notes SC CALC®,BC FRAMERS,AJST", ALLJODesign meets Code minimum(U240)Total load deflection criteria. BOISE GLU MT",S MPLE FSOARD",B NG BOISE GLUTAM SIMPLE FRAMIhC Design meets Cade minimum(LI360)Live load deflection criteria. SYSTEIdhkl@rt,VERSA-LAMS,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIMJ, Minimum bearing length for B0 is 1-1/2". VERSA-STRANDT" VERSA-STUD(Dare Minimum bearing length for B1 is 3-5/8". trademarks of Boise Wood Products,L.L.C. Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 From:Staff 508-862-6007 To:Peter Bllodeau Date:12119/20DS Time:4:44:28 PM Page 4 of 22 Triple 1-3/4" x 9-112"VERSA-LAM®2.0 3100 SRtor EeamMoor I%FE01 BC CALC®9.2 Design Report-US 2 spans No cantilevers Qt12 slope Monday,December 19,21505 16:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: Basement Address: 1106 Main Street Specifier: City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram ral b d a o C • i • e O O O a minimum=2" c=5.112" b minimum=3" d=12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connedors are:16d Sinker Nails Page 2 of 2 From:Staff 508-862-6007 To:Peter Bilodeau Date:12/19/2005 Time:4:44:28 PM Page 5 of 22 Triple 1-314" x 9-1/2"VERSA-LAM®2.0 3100 3bor BeamlFloor 171302 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Monday,December 19,200516:42 Build 141 File Name P BilodeauPinard.BCC Job Name: Karen&Paul Pinard Description: Basement Under Kitchen Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: LL ...,.r. .<..,,... ..,.:: ...... 130,1-3/4" B1,1-3/4" LL 480 lbs LL 480lbs DL 1481bs OIL 148 Ibs Total of Horizontal Design Spans=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Descrillptbn Load Two Ref. Start End 1001/6 80% 115% 133% 125% Trlb. 1 Standard Load Unf.Area Left 00-00-00 04-00-00 40 psf 10 psf 06-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 628 ft-Ibs 3.0% 1000/0 1 1 -Intemal Completeness and accuracy of input must End Shear 357 Ibs 3.8% 1000/0 1 1 -Left be verified by anyone who would rely on Total Load Defl. U19907(0.002') 1.2% 1 1 output as evidence crf suitability for Live Load Defl. U26048(0.002) 1.4°k 1 1 particular application.Output here based on building code-accepted design properties Max Defl. 0.002, 0.2% 1 1 and analysis methods.Installation of BOISE Span/Depth 5.1 n1a 1 engireeredwood products must be in accordance witll current Installation Guide Notes and applicable building codes.To obtain Installation Guide or ask questions,please Design meets Code minimum(U240)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(U360)Live load deflection criteria. L Design meets arbitrary(1")Maximum load deflection criteria. A CALC®,BC FRAMER LJOIST®,BC RIM BOARD-, BCI®, Minimum bearing length for BO is 1-1/2". BOISE GLULAMTM,SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Lengths)=Clear Span+112 min.end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA•STRAND'" VERSA-STUDDare trademarks of Boise Wood Products,LL.C. Connection Diagram 1+ib + d a e • • o o c e o 0 0 a minimum=2" c=5-1/2" b minimum=3" d=12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 I From:Staff 508.862-600' To:Peter Bilodeau Date:12/19/2006 Time:4:44:28 PM Page 6 of 22 Single 14" Bpi®90sm2.0 SP JoistTloor 11J01 BC CALC®9.2 Design Report-US 1 span I No cantilevers 0112 slope Monday,December 19,200516:42 Build 141 16"OCS Repetitive Glued&nailed construction File Name: P Bilodeau C_Pinard.BC Job Name: Karen&Paul Pinard Description: First Floor Joist Address: 1106 Main Street Specifier City,State,Zip:Cotuit,MA Designer: Joe Madera Customer Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1336 Misc: j. L. .. i j, I j, i 4 .t x 77. 2A-00fi0 B0,2-1/Z' LL 640 Ibs ILL 640 Ibs DL 160 ibs DL 160 Ibs Total Horizontal Product Length=24-00.00 Load Summary Live Dead Snow VVind Root Uve Tag Descriptlon Load Type Ref. start End 10010 90% 115% 133% 125% ocS 1 Standard Load Unf.Area Left 00-00-00 24-00-00 40 psf 10 psf 15' Controls Summary value %Allowable ®illation Load Case span Location Disclosure Pos.Moment 4692 ft-Ibs 41.2% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 786 Ibs 54.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U583(0.489") 41.2% 1 j output as evidence of suitability for u particular apptcation.Output here based on Live Load Deft. L1728(0.391') 49.4/0 1 1 building ooda-accepted design properties Max Defl. 0.489' 48.9%n 1 1 and analysis methods.Installation of BOISE Span/Depth 20.3 n/a 1 engineered wood products must be in accordance wIth current Installation Gu:de %Allow %Allow and applicable building codes.To obtain Bearing Supports Lim,(L x W) Value SuoDort Member Material Installation Gulde or ask questions,please BO Wall/Plate 2-1/2"x 3-1I2" 600 Ibs 21.5°r6 N call(800)232.0766 before installation.a Spruce-Pine-Fir , B1 Wall/Plate 2-112"x 3-112' B00 Ibs 21.5% n/a Spruce-Pine-Fir BC CALC®,BC FRAMER@,AJST", ALLJOISTOR,BC RIM BOARDT",BCVD, Notes BOISE GLULAMT" SIMPLE FRAMING SYSTEMS.VERSA-LAMA,VERSA-RIM Design meets Code minimum(L1240)Total load deflection criteria. PLUS8,VERSA-RIMS, Design meets Code minimum(1-1360)Live load deflection criteria. VERSA•STRANDT",VERSA-STUDT:are Design meets arbitrary(1")Maximum load deflection criteria. trademarks of Bolse wood Products,LL.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:12J191=16 Time:4:44:28 PM Page 7 of 22 B�$E Double 1-314" x 11-7/8" VERSA-LAM®2.0 31000ftr Bealmi lour 21FB01 BC CALC®9.2 Design Report-US 1 span 1 No cantilevers 1 Oil 2 slope Monday,December 19,200516:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description:2nd Floor Supporting Ridge at New Dining Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: f� { 14-04-00 B0,1-3A" B1,1-344' LL 287 bs LL 287 Ibs DL 1375 Ibs DL 1375 Ibs SL 683 ms SL 683 Ibs Total of Horizontal Design Spans=14-04-00 low Summary Live Dead Snow Nnd Roof Uve Tag Description Load Type Ref. start End 1000A 90% 1151A 133% 125% TrIb 1 Standard Load Unf.Area Left 00-00-00 14-04-00 40 psf 10 psf 01-00-00 2 Unf.Lin, Left 00-00-00 14-04-00 120 plf n1a 3 Cone.Pt. Left 07-02-00 07-02-00 7201bs1365 ibs nta Controls Summary value %allowable Duration Load Case span Location Disclosure Pos.Moment 12122 ft-Ibs 49.6% 1150/4 2 1 -Internal Completeness and accuracy of input must End Shear 2152 Ibs 23.7°% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U427(0.403") 56.2% 2 1 output as evidence of suitability for Live Load Defl. U920(0.187") 39.1°� 2 1 particular application.Output here based on building code-accepted design properties Max Defl. 0.403" 40.3% 2 1 and analysis met'nods.Installation of BOISE Span f Depth 14.5 n!a i engineered wood products must be in accordance vAth current Installation Guide Notes and applicable building codes.To obtain Installation Guide or ask questions,please Design meets Code minimum(L1240)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(Lr360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. AL JOISTOCALCO,BC FRAMER®, TM,B, ALLJOISTc61,BC RIM BOAROTM,BCI®, Minimum bearing length for BO is 1-1/2". BOISE GLULAMT°,SIMPLE FRAMING Minimum bearing length for Bi is 1-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ V2 min.end bearing+ PLUS®,VERSA-RIM®, 112 intermediate bearing VERSA•STRANDT" VERSA-STUEM are trademarks of Boise Wood Products,L.L.C. Connection Diagram ,+Ib d a i c a minimum=2" c=7-74' b minimum=3" d=12" Connection design assumes poird load is`top4oaded'. For connection design of'side-loaded'point loads, please consut a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of-1 From:Staff 508-882-6007 To:Peter Blkxieau hate:12/19/2005 Time:4:44:28 PM Page 8 of 22 SSE Single 1-3/4" x 14"VERSA-LAM®2.0 3100 SFloor SeamFloor 271302 BC CALC®9.2 Design Report-US 1 span No cantilevers 10112 slope Monday,December 19,200515:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: Pull Down Header(Garage) Address: 1106 Main Street Specifier'. City,State,Zip:Cotut MA Designer: Joe Madera Customer: Peter Bilodeau Company. Shepley Wood Products Code reports: ESR-1040 Misc: ,. 04-00-00 BO Bi LL 420 Ibs LL 420 Ibs DL 1191bs DL 119 Ibs Total Horizontal Product Length=04-00-00 Load Summary live Dead Snow Wlnd Roof Uve Tag DescrIMIon Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb, 1 Standard Load Unf.Area Left 00-00-00 04-00-00 40 psf 10 psf 05-03-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 539 ft-Ibs 3.7% 1000/0 1 1 -Internal Completeness and accuracy of input must End Shear 224 Ibs 4.8% 10000 1 1 -Left be verified by anyone who would rely on Total Load Defl. U24758(0.002") 1.0% 1 1 output as evidence of suitability for Live Load Defl. U31760(0.002 1.1% 1 1 particular application.Output here based on bu llding code-accepted design properties Max Defl. 0.002" 0.2% 1 1 and analysis methods.Installation of BOISE Span/Depth 3.4 n/a 1 engineered wood products must be In accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dim.(L x w) value Support Member Material Instaltation Gude or ask questions,please BO Hanger Load 3"x 1-314" 539 Ibs 11.9% 13.790 HUS1.81/10 call(800)232-0788 before ir>stallation. B1 Hanger Load 3"x 1-3/4" 539 Ibs 11.9% 13.7% HUS1.81/10 BC CALC9,BC FRAMER®,AJST°, ALLJOISTO,BC RIM BOAROTM,BCI®, Cautions BOISE GLUTAMTtl SIMPLE FRAMING SYSTEMM.VERSA-LAM®,VERSA-RIM Header for the hanger HUS1.81/10 at BO is a Double 1-314"x 14"VERSA-LAM®2.0 3100 SP. PLUS®,VERSA-RIM®, Hanger HUS1.81/10 requires 3010d face nails, 1010d joist rails. VERSA-STRAND',VERSA-STUDQDare Header for the hanger HUS1.8111 Oat B1 is a Double 1-314"x 14"VERSA-LAM®2.0 3100 SP. trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum(1-1240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connector Manufacturer. Simpson Strong-Tie,Inc. Page 1 of 1 From:Start 5(38-862-6007 To:Peter Bilodeau Date:12/19)2005 Time:4:44:28 PM Page 9 of 22 Double 1.3f4" x 14"VERSA-LAM@ 2.0 3100 SHoor Seam1Fl®®r 21F1303 BC CALCO 9.2 Design Report-US 1 span I No cantilevers Oil slope Monday,December 19,200516:42 Build 141 File Name: P Biiodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description:Trimmer for Pull Down(Garage) Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer: Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: TTT1riT7 ,77 T 7 .z -- ... _ 24-n0.Od B0,1-314" B1,1.3i4" LL 900 Ibs ILL 900 lbs DL 404!bs DI_404 Ibs Total of Horizontal Design Spans=2':00-00 Gm ummary Live Dead Snow Wind Roof Live Tag Descrtptlon Load Type Ref. Start End 100% 90% 1151A 133% 125% Trlb, 1 Standard Load Unf.Area Left 00-00-00 24-00-00 40 psf 10 psf 01-00-00 2 Cone.Pt. Left 10-0-00 10-06-00 4201bs 119lbs n/a 3 Cone.Pt. Right 10-06-00 10-06-00 4201bs 119lbs r:/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 10252 ft-Ibs 35.3% t OD% 1 1 -Intemai Completeness and accuracy of input must End Shear 1225 Ibs 13.2% 10OTO 1 1 -Left be verified by anyone who would rely on Total Load Defl. L1461 (0.625") 52.1% 1 1 output as evidence of swtability for pargiculer appication.Output here based on Live Load Defl. L1652(0.442") 55.2% 1 1 building code-accepted design properties Max Defl. 0.625" 62.5% 1 1 and analysis methods.Installation of BOISE Span f Depth 20.6 nra 1 engineered wood prodicts must oe in accordance with current Installation Guide BIOS and applicable building codes.To obtain Installation Guide or ask questions,please Design meets Code minimum(L1240)Total load deflection criteria. call(800)232-078°before installation. Design meets Code minimum(L1360)Live lead deflection criteria. Design meets arbitrary(1")Maximum load deflection riteria. BC CALC®,BC FRAMERAR 7 . ALL,iOIST@,BC RIM BOARDT'4,B(3C1@, Minimum bearing length for BO is 1-1/7. BOISE GLULAMTM,SIMPLE FRAMING Minimum bearing lengt, for B1 is 1-1/2". SYSTEM@,VERSA•LAM@,VERSA-RIM EnterediDisplayed Horizontal Span Length(s)=Clear Spar,+112 min-end bearing+ PLUS@,VERSA-RIMZ, 1/2 intermediate bearing VERSA-STRAND T",VERSA-STUD"�J'ire trademarks of Boise Wood Products,L.L.C. Connection Diagram _ b s I c a minimum=2" c=5" b minimum=3" d=12" Connection design assumes,point load is top-loaded'. For connection design of'side-loaded'point loads, please consul a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:l6d Sinker Nails Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:12/1912005 Time:4:44:28 PM Page 10 of 22 Double 1-3/4" x 14"VERSA-LAM®2.0 3100 SHoor BeamlFloor 21FB04 BC CALCE 9.2 Design Report-US 1 span No cantilevers 0112 slope Monday,December 19,200516:42 Build 141 File Name P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description:Stair Header(Garage) Address: 1106 Main Street Specifier City,State,Zip:Cctuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company. Shepley Wood Products Code reports: ESR-1040 Misc: ... 9 03.06.00 60,1-314" B1,1-3/4" LL 665 lbs LL 665 Ibs DL 217 ibs; DL 217 Ibs Total of Horizontal Design Spans=03.06-00 Load Summary Live Dead Snow Wind Roof Live Tag Descripillon Load Type Ref. start End 100% 80% 1150A 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 03-06-00 40 psf 10 psf 05-00-00 2 Unf.Area Left 00-00-00 03-06-00 30 psf 10 psf 06-OMO Controls Summary value %Allowable Duration Load case Span Location Disclosure Pos.Moment 771 ft-Ibs 2.7% 1000/0 1 1 -Internal Completeness and accuracy of input must End Shear 257 Ibs 2.8% 1000/0 1 1 -Left be verified by anyone who world rely on Total Load Defl. U39526(0.001") 0.6% 1 1 output as evidence of suitability for Live Load Defl. U52401 (0.001"} 0.7°k 1 1 particular application.Output here based on building code-accepted design properties Max Defl. 0.001" 0.1% 1 1 and analysis methods.Installation of BOISE Span/Depth 3.0 n/a 1 engi neered wood products must be in accordance with current Installation Guide Notes Installation applicable building codes.To obtain Installation Guide or ask questions,please Design meets Code minimum(L1240)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(1-1360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC JOSTSCALCO,BC FRAMER®,AJST", I Minimum bearing length for BO is 1-1/2". BOISEGLULAM-I SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEMS,VERSA-LAM@,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.and bearing+ PLUS®,VERSA-RIM0, 112 intermediate bearing VERSA•STRANDT" VERSA•STUOtare trademarks of Boise Wood Products,L.L.C. Connection Diagram �b a cI a minimum=2" c=10" b minimum=3" d=12" Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:12/19/2005 Time:4:44:28 PM Page 11 of 22 Double 1--3/4" x 14"VERSA-LAM®2.0 3100 SPloor BeamTloor 21F605 BC CALC®9.2 Design Report-US 1 span No cantilevers 0112 slope Monday,December 19,200516:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description:Stair Header(Garage) Address: 1106 Main Street Specifier: City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company. Shepley Wood Products Code reports: ESR-1040 Misc: ... .. o3-os-co 130,1-3/4' B1,1-3/4" ILL 140lbs LL 140lbs DL 59 Ibs DL 59lbs Total of Horizontal Design Spans=03-06-00 LoW Summary Lire Dead Snow Wind Roof Live Tag Descrlptton Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb. 1 Standard Load Unf.Area Left 00-00-00 03-06-00 40 psf 10 psf 02-00-00 Controls Summary Value %Agowabis Duration Load Case Span Location Disclosure Pos.Moment 174 ft-Ibs 0.6% 1000/0 1 1 -Internal Completeness and accuracy of input must End Shear 58 Ibs 0.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/175005(0") 0.1% 1 1 output as evidence of suitability for c parbeLdar application.Output here based on Live Load Defl. U248903(9) 0.1 k 1 1 building code-accepted design properties Max Defl. 0" n/a 1 1 and analysis methods.Installation of BO!SE Span/Depth 3.0 n/a 1 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Notes Installation Guide or ask questions,please Design meets Code minimum(U240)Total load deflection criteria. call(600)232-0788 before installation. Design meets Code minimum(L/360)Live load deflection criteria. BC Design meets arbitrary(1 ALLJOISTO")Maximum load deflection criteria. BC FRI MERA,AJST" OISTrt�,BC RIM BOARDT'',BCiS, Minimum bearing length for BO is 1-1/2". BOISE GLULAMT ,SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEMS.VERSA-LAMA,VERSA-RIM Entered/Displayed Horizontal Span Lengths)=Clear Span+112 min. end bearing+ PLUS®,VERSA-RiM®, 1/2 intermediate bearing VERSA•STRAND•" VERSA-STUD®are trademarks of Boise Wood Products,LL.C. Connection Diagram b d a 1c a minimum=2" c=10" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 From:Staff 508-862.6007 To:Peter Bilodeau Date:12/1812005 Time:4:44:28 PM Page 12 of 22 Double 1-3/4" x 14"VERSA-LAM@ 2.0 3100 SFloor Beem7loor 2%FS06 BC CALC®9.2 Design Report-US 1 span I No cantilevers I Oil slope Monday,December 19,2DO5 16:42 Build 141 File Name. P Bilodeau Pinard.BCC Job Name: Karen&Paul Pinard Description:Stair Trimmer(Garage) Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley lNood Products Code reports: ESR-1040 Misc: P 7777 �. _ I za-oauo BO 1-3/4" B1,1-3/4" LL 891 Ibs ILL 874 Ibs DL 4221bs DL 425 Ibs Total of Horizontal Design Spans=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 10MA 90% 1151/0 f 33% 125% Tr(b. 1 Standard Load Unf.Area Left 00-00-00 24-00-00 40 psf '10 psf 01-00-00 2 Conc.Pt. Left 10-00-00 10-00-00 6651bs 217 Ibs nla 3 Conc.Pt. Right 04-00-00 04-00-00 1401bs 59 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 9940 ft-Ibs 34.2% 1000/0 1 1 -Internal Completeness and accuracy of input must End Shear 1234 Ibs 13.3% 1 Go% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U487(0.591"} 49.2% 1 1 output as evidence of suitability for Live Load Defl. LI709(0.4D6"} 50.8°r6 1 1 partialar application.Output here based on building coda-accepted design properties Max Defl. 0.591" 59.1% 1 1 and analysis methods.Installation of BOISE Span(Depth 20.6 nfa 1 engineered wood products must be in accordance with current Installation Guide and applicable buildng codes.To obtain Notes installation Guide or ask questions,please Design meets Code minimum(1-1240)Total load deflection criteria call(800)7'2-0788 before installation. Design meets Code minimum(L1360)Live load deflection criteria. Dasign melts arbitrary(1")Maximum load deflection criteria. BC CALCS,BC FRAMERe,AJST" Minimum bearing length for BO is 1-112". ALLJOISTen,BC RIM BOARD71J,BCIV, BOISE GLULAM'"',SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEMS,VERSA-LAMM,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ PLUSO,VERSA-RIND, 112 Intermediate bearing VERSA-STRANDT",VERSA-STUD(8)are trademarks of Boise Wood Products,L.L.C. Conneebon Diagram b ram—d as c • • a a minimum=2" c=5" _ 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:l6d Sinker Nails Page 1 of 1 From:Staff 5DS-862-6007 To:Peter Bilodeau Date:1 211 812 0 0 5 Time:4:44:28 PM Page 13 of 22 Double 1-314"x 9-112"VERSA-LAMS 2.0 3100 Mor EeamiFloor 21FE07 BC CALC®9.2 Design Report-US 1 span No cantilevers 0112 slope Monday,December 19,2005 16:42 Build 141 File Name: P Bilodeau C_Pinard.BC Job Name: Karen&Paul Pinard Description:Garage Door Header(2) Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: .:, I I osos-0o BO,1-3X' B1,1-3/4" ILL 190 ms ILL 190Ibs DL 495lbs DL 638 Ibs St.143lbs SL 143 Ibs Total of Horizontal Design Spans=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Descrbtlon Load Type Ref. Start End 100% 90% 115% f 33% 125% Trio. 1 Standard Load Unf.Area Left 00-00-00 09-06-00 40 psf 10 psf 01-00-00 2 Unf.Area Left 00-00-00 09-06-00 15 psf 30 psf 01-00-00 3 Trapezoidal Left 00-00-00 40 plf n/a 09-06-00 130 plf n/a Controls Summary value %Allowable Duration Load case Span Location Disclosure Pos.Moment 2139 ft-Ibs 13.3% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -772 Ibs 10.6% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U1683(0.068") 14.3% 2 1 output as evidence of suitability for Live Load Defl. U4446(0.026") 8.1°� 2 1 pear application.Output here based on building code-accepted desigr properties Max Defl. 0.068" 6.8% 2 1 and analysis methods.Installation of BOISE Span 1 Depth 12.0 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes Installation applicable building codes.To obtain Irstallation Guide or ask questions,please Design meets Code minimum(1-1240)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(060)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. AL JOIST(CALC@,BC FRAMER®,AJSTu, ALLJOIST®,BC RIM BOARD"",BCI®, Minimum bearing length for BO is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for 131 is 1-1/2". SYSTEMS,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.and bearing+ PLUS®,VERSA-RIMS, 1/2 intermediate bearing VERSA-STRAND- VERSA-STUD(Dare trademarks of Boise Wood Products,L.L.C. Connection Diagram �b d aa c a minimum=2" c=5-112" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 Fran:Staff 508-862-6007 To:Peter Bilodeau Date:12/10/2005 Time:4:44:28 PM Page 14 of 22 BOL" Single 11-7/9" SCW 90-2.0 DF RafterrRooRR01 BC CALC®9.2 Design Report-US 1 span I No cantilevers 14/12 slope Monday,December 19,2005 16:42 Build 141 16"OCS I Repetitive File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: DO NOT USE-FOR LOAD DEVELOPEMENT ONLY! Address: 1106 Main Street Specifier: City,State,Zip:CoWit,MA Designer: Joe Madera Customer. Peter Bilodeau Company Shepley Wood Products Code reports: ESR-1336 Misc: �a 12 29 20-MOO BO,2-12" B1,2-12" DL 705li DL 371 Ibs SL 820lbs SL 540 Ibs Total Horizontal Product Length=20-06-00 EM Summary Live Dead Snow Wind Roof Live Tag Descr4glon Load Type Ref. Start End 100% 80% 115% 1133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 20-06-00 15 psf 30 psf 16, 2 Conc.P. Left 05-00-00 05-00-00 644Ibs 540lbs 360 Ibs n/a Controls Summary value %Allowable Duration Load case Span Location Disclosure Pos.Moment 6668 ft-Ibs 60.7% 115% 3 1 -Internal Completeness and accuracy of Input must End Reaction 1513 Ibs 92.3% 115% 3 1 -Left, be verified by anyone who would rely an Total Load Defl. L1286(0,896") 63.0% 3 1 output as evidence of suitability for Live Load Defl. Ll513(0.499") 46.8°!0 3 1 particular application.Output here based on building code-accepted design properties Max Defl. 0.896" 89.6% 3 1 and analysis methods.installation of BOISE Span/Depth 20.4 n(a 1 engineered wood products must be in accordance with current Installation Guide °k Wlow %Allow and applicable buildng cods.To obtain Bearing Supports Dim.(L x W) Value Support Member Material Installation Guide or ask questions,please 80 Wall/Plate 2-1/2"x 3-112" 1525 Ibs 41.0% n/a Spruce-Pine-Fir cad(800)232-0788 before installation. 81 Wall/Plate 2-112'x 3-1/2" 911 Ibs 24.5% n/a Spruce-Pine-Fir BC CALC®,BC FRAMER(,AJST'", ALLJOISTO,BC RIM BOARDT",BCIV, Slope and Cut Length Slope Facla Depth Horizz.Length Product Length BOISE GLULAMT" SIMPLE FRAMING Plumb Cut with Hanger to dbl.top plate 4112 12-1/2" 20-06-00 21-11-04 SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDT",VERSA-STUD®are Cautions trademarks of Boise Wood Products,L.L.C. Web stiffeners are always required under concentrated loads that exceed 1000 Ibs. Install the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate bearings. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(U240)Live!cad deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. ( Page 1 of t From:Staff 508-862-8007 To:Peter Bilodeau Date:1 211 912 00 5 Time:4:44:28 PM Page 15 of 22 Single 1-3/4" x 11-7/87,VERSA►-LAM@ 2.0.3100 SFRoof Beam1RoofkRE01 BC CALI 9.2 Design Report-US 1 span.;No cantilevers 0112 siope Monday,December 19,2005 16:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: New Dining Room Ridge Address- 1106 Main Street Specifier: City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bi!odeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 y-_ ®®® 3 1 1?-OD•GD 130,1-3J4" B1,1-3l4" DL 7201Ins ❑L 720!bs SL 1365 Ibs SL 1365 ibs Total of Horizontal Design Spans=13-00-00 'loadu nmary Live Lead Snow Wind Root Live Tag Description _ Load Type Ref. Start End 100°/6 90% 115% 133% 125% Trlb.__ 1 Standard Load Unf.Area Left 00-00-00 13.00-00 � 15 psf 30 psf 07-00-00 Controls Summary Valuo %Allowable Duration Load case -Span Location Disclosure Pos,Moment 6778 ft-ft 55.4°k 115% 3 1 -Internal Completeness,and accuracy of input.must End Shear 1745 lbs 38.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U370(0.422") 48.7% 3 1 output as eAdence of suitability for Live Load Defl. Ll565(Q.276"1 42.5°k 3 1 particular application.Output here based on building coda-accepted design properties Max Defl. 0.422" 42.2% 3 1 and analysis methods.Installation of BOISE Span/Depth 13.1 n!a 1 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Notes _ Instatietion Guide or ask questions,please Design meets Code minimum(U160)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(L!240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflec,ion criteria. BC CAtM,BC FRAMERS,AJSTF', ALLJOiST,@,.BC RIM BOAR0I1,BC ), Minimum bearing length for BO is i-i/8 BOISE GLULAFA' ,SIMPLE FRAMING Minimum bearing length for B1 is 1-5/8". SYSTEM0,VERSA-LADfiI�,VERSA-RIM EntereofDisplayed Horizontal Span Le;�gth(s)=Clear Span+ii2 min.end bearing+ PLUSB,VERSA-RIM0, 1/2 intermediate bearing VERSA-STRANDT",VERSA-STU0CPare Member Slope=0,consider drainage. trademarks of Boise Wood Products,L.L.C. Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:12/1912tm5 Time:4:44:28 PM Page 16 of 22 r. Double 1-314" x 11M8" VERSA-LAM®2.0 3100 SRoof Beam\RooftRS02 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 10/12 slope Monday,December 19,200516:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: New Dining Room Ext Wall Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 v - AL Tj 13-0640 —� B0,1-3/4" B1,1-3/4" LL 489 bs LL 489 Ibs DL 940lbs OL 940 Ibs St.743lbs SL 743 Ibs Total of Horizontal Design Spans=13-06-00 Load Summary Live Dead Snow Wind Roof live Tag Description Load Type Ref. Start End 1o0% 90% 115% 133% 125% Trlb. 1 Standard Load Unf.Area Left 00-00-00 13-06-00 15 psf 30 psf 03-0S-00 2 Unf.Area Left 00-00-00 13-06-00 10 psf 10-psf 07-03-00 Controls Summary value %Allowable Duration Load Case span Location Disclosure Pos.Moment 7328 ft-Ibs 30.0% 115% 2 1 -Internal Completeness and accuracM of Input must End Shear 1830 Ibs 20.1% 1150/0 2 1 -Left be verified by anyone who would rely on Total Load Defl. L1658(0.246") 27.3% 2 1 output as evidence of sultablity for 0.14" 20.7°k 2 1 particular application.Output here based on Live Load Defl. U1160 ( ) building code-accepted design properties Max Defl. 0.246' 24.6% 2 1 and analysis methods.Installation of BOISE Span I Depth 13.6 n/a 1 engineered wood products must be in accordance unth current Installation Guide Notes and applicable buildng codes.To obtain Insta➢abon Guide or ask questions,please Design meets Code minimum(1-1180)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(1-1240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC ,BC FRAMER®,AJSTM, ALLJOISTOIST®,BC RIM BOARD T",BCIV, Minimum bearing length for BO is 1-1/2". BOISE GLULAMT",SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEM,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ PLUSE,VERSA-RIM, 1/2 intermediate bearing VERSA-STRAND- VERSA-STUDCR)are Member Slope=0,consider drainage. trademarks of Boise Wood Products,L.L.C. Connection Diagram cal b r+—d 5 a • T s • cc a minimum=2" c=7-718" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:'12f1912005 Time:4:44:28 PM Page 17 of 22 ®off~ Single 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SPRoof Beam1RoofkRS03 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 10/12 slope Monday, December 19, 200516:42 Build 141 File Name: P Bilodeau Pinard.BCC Job Name: Karen&Paul Pinard Description:LOAD DEVELOPEMENT ONLY-DO NOT USE!2A Address: 1106 Main Street Specifier: City,State,Zip:Cotuit,MA Designer: Joe Madera Customer: Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1__10 12 J . j, '1' ji .1=1 't f I i J J L J, I �- — _ _ .. l 06.00-00 80,3-1/2' B1,3-1/2" LL 360 Ibs LL 360 Ibs DL 644 Ibs DL 644 Ibs SL 540 Ibs SL 540 Ibs Total Horizontal Product Length=06-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref, Start End 100% 90°/6 1,1 5% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 06-00-00 15 psf 30 psf 06-00-00 2 Unf.Area Left 00-00-00 06-00-00 10 psf 10 psf 12-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1976 ft-Ibs 24.6% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 986 lbs 27.20/6 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U1523(0.044") 11.8% 2 1 output as evidence of suitability for Live Load Defl. U2612(0.025") 9.2°!0 2 1 particular application.Output here based on building code-accepted design properties Max Defl. 0.044" 4.4% 2 1 and analysis methods.Installation of BOISE Span/Depth 7.0 n/a 1 engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dim (L x W) Value Supporl Member Material Installation Guide or ask questions,please BO Post 3-1/2"x 1-3/4" 1544 Ibs 34.8% 33.6% Spruce-Pine-Fir call(800)232-0788 before installation. 51 Post 3-1/2"x 1-3/4" 1544 Ibs 34.8% 33.6% Spruce-Pine-Fir BC CALL ),BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD TM,B00, Cautions BOISE GLULAMT" SIMPLE FRAMING SYSTEMO,VERSA-LAME),VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND TM,VERSA STUD®are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240)Live load deflection criteria. Design meets arbitrary(I")Maximum load deflection criteria. Member Slope=0,consider drainage. Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:111912005 Time:4:44:28 PM Pape 18 of 22 Double 1-314" x 11-7/8" VERSA-LAM(l)2.0 3100 SRoof BeamlftoAR1304 BC CALCO 9.2 Design Report-US 1 span E No cantilevers 0112 slope Monday,December 19,200516:42 Build 141 File Name: P Bilodeau__Pinard.BCC Job Name: Karen&Paul Pina d Description: Ridge Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 v LEE 4 IL t BO 1-314" 81,1-3/4" DL 1386 Ibs DL 1386lbs SL 2925 Ibs SL 2925 Ibs Total of Horizontal Design Spans=12-00-0) Load Summary Live Dead Snow Wind Roof Live Tag Descrlptlon Load Type Ref. Start End 100% 90% 115% 133% 125% _Trib. _ 1 Standard Load Unf.Area Left 00-00-00 12-00-00 15 psf 30 psf 01-00-•00 2 Unf.Area left 00-CO-00 03-00-00 10 psf 30 psf 16-05-00 3 (,one.Pt. Left 03-00-00 03-00-00 371 Ibs 540Ibs Na 4 Cone.Pt. Right 03-00-00 03-00-00 371 Ibs 540lbs r./a 5 Unf.Area Right 00-00-00 03-00-00 10 psf 30 psf 16-06-00 6 Unf.Area Left 03-00-00 OMO-00 15 psf 30 psf 08-00-00 Controls Summary yaltrs %Allowable Duration Load Case §pan Location Disclosure Fos.Moment 11583 ft-Ibs 47.3% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 3550 Ibs 39.1% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. Ll450(0.32") 40.0% 3 1 output as evidence of suitability for Live Load Defl. L1682{0.211"j 35.24b 3 1 paitia�ar application.Output here based on building code-accepted design properties Max Dafl. 0.32" 32.0% 3 1 and analysis methods.Installation of BOISE Span I Depth 12.1 n/a 1 engineered wood products must be in aoccrdance wth current Instaliabon Gu;de and applicable building codes.To obtain Notes and Gulde or ask questions,please Design meets Code minimum(L1180)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(L1240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJST'", ALLJOISTO,BC RIM BOARD- BCV), Minimum bearing length for BO is 1-5/8". BOISE GLULAMT",SIMPLE FRAMING Minimum bearing length for 61 is'I-5/8". SYSTEM@,VERSA-LAMS,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min.end bearing+ PLUSH,,VERSA-RIMS), 1/2 iniermediate bearing VERSA•STRANOT".VERSA-STUD'*)are Member Slope=0,consider drainage. trademarks of Boise Wood products,L.L.C. Page' of 2 From:Staff 508-862-6007 To:Peter Bllodeau Date:1170912005 Time:4:44:28 PM Page 19 of 22 Double 1-3/4" x 11-7/3" VERSA-LAM®2.0 3100 Spoof BeamlRooflRSO4 BC CALL®9.2 Design Report-US 1 span i No cantilevers 10112 slope Monday,December 19,2005 16:42 Build 141 File Name P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: Ridge Address: 1106 Main Street Specifier City,State,Zip:Cotuit,MA Designer: Joe Madera Customer Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram _ b d a c ®� e a minimum=2" c=7-7/8" b minimum=3" d=12" Connection design assumes point load is'top4oaded'. For connect on design of'sl de-loaded'poiI loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are riot considered in side load analysis. Connectors are:l6d Sinker Nails Page 2 of 2 From:Staff 508-862-6007 To:Peter Bilodeau Date:121l912005 Time:4:44:28 pM Page 20 of 22 Double 1-314"x 9-1/2"VERSA-LAMS 2.0 3100 SFRoof BeamtRooMB06 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10112 slope Monday,December 19,200516:42 Build 141 File Name: P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: Porch Roof-Front Address: 1106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: �0 12 I --.La. I 't � i „,..... ... ,.,,.. ..... _ I AML t 1-00-00 60,1-3/4" 81,1-3/4" DL 218lbs DL 216 Ibs SL 330 tics SL 330 Ibs Total of Horizontal Design Spans=11-00-00 Load Summary Live Dead Snow Wind Roof Live Tag D Ion Type Ref. Start End 100% 80% 115% 133% 125% Trlb. -- _escrat Load vD 1 Standard Load Unf.Area Left 00-00-00 11-00-00 15 psf 30 psf 02-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 1503 ft-Ibs 9.4% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 461 Ibs 6.3% 115% 3 1 -Left be verified by anyone who would out on Total Load Dell. U2017(0.065") 8.9% 3 1 output as evidence of suitability for Live Load Dell. U3340(0A4") 7.2% 3 1 pear application.Output here based on Max Defl. 0.065" 6.5% 3 1 building�is methods. design properties analysis methods.Installation of BO!5E Span/Depth 13.9 n1a 1 engineered wood products must be In accordance with current installation Guide Notes and applicable building codes.To obtain Installation Guide or ask questions,please Design meets Code minimum(U180)Total load deflection criteria. call(800)232-0788 before installation. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCT,BC FRAMER®,ALLJOIST®,BC RIM BOARDINT",B BCC, Minimum bearing length for BO is 1-1/2". BOISE GLULAMT-,SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEM®,VERSA-LAMB,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+V2 min.end bearing+ PLUS8,VERSA-RIND, 112 intermediate bearing VERSA-STRAND'",VERSA-STUOS are Member Slope=0,consider drainage. trademarks of Boise Wood Products,LL.C. Connection Diagram b d a • T• v c •� e a minimum=2" c=5-112" b minimum=3" d=12" Member has no side ioads. Connectors are:16d Sinker Nails Page 1 of 1 From:Staff 508-862-6007 To:Peter Bilodeau Date:12/1912005 Time:4:44:28 PM Page 21 of 22 ri B�® Double 1-314"x 9-1/2"VERSA-LAM@ 2.0 3100 SFRoof BeamlRooARB07 BC CALCO 9.2 Design Report-US 3 spans I No cantilevers i 0112 slope Monday,December 19,200515:42 Build 141 File Name P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: New Screened Porch-Front Address: 1106 Main Street Specifier City,State,Zip:Cotuit,MA Designer: Joe Madera Customer Peter Bilodeau Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 .� ,: _ :: .. _ .. ..; :! :,�.. sv it •- :v cr . -r .v .� � -... ':3 'mil W �' F- . ( <: -,o ,..:. .: ...... ........: .. .....: ... .... .... ,..... ....; ..:I AL 0.3-06-00 AIL 03-000 Ak 07-00-M BO,1-3/4" Bt,3.1/2" 62.3-1/2" B3,1-3/4" DL 169lbs OL 251 Ibs DL 730 Ibs DL 294 Ibs SL 342 bs SL 799 Ibs SL 1380 Ibs SL 546 Ibs Total of Horizontal Design Spans=14-00-00 GM Summary Live Dead Snow NNind Roof Live Tag Description Load Type Ref. Stan: End 1000A 90% 115% 133% 125% Trlb. 1 Standard Load Unf.Area Left 00-00-00 14-00-00 15 psf 30 psf 06-03-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 1214 ft-Ibs 7.6% 1150/0 193 3-internal Completeness and accuracy of input must Nag. Moment -1341 ft-Ibs 8.4% 1150/4 196 3-Left be verified by anyone who would rely on End Shear -589 Ibs 8.1% 1150/0 193 3-Right output as evidence of suitability for Cont.Shear 936 Ibs 12.9% 115% 196 3-Left particular application.Output here based on Total Load Defl. U4552 0.018") 4.0% 193 3 building Csis methods. design properties ( analysis metinods.Installation of BOISE Live Load Defl. U6898(0.012") 3.5% 193 3 engineered wood products must be in Total Neg. Defl. -0.003" 0.4% 193 2 accordance vAth current Installation Guide Max Defl. 0.018" 1.8% 193 3 and applicable building codes.To obtain Installation Guide or ask questions,please Span/Depth 8.8 n/a 3 cap(800)232-0788 before installation. Notes BC CALCO.BC FRAMER®,AJSTL, ALLJOISTO,BC RIM BOARDT" BCM, Design meets Code minimum(U180)Total load deflection criteria. BOISE GLULAMT",SIMPLE FRAMING Design meets Code minimum(U240)Live load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, Minimum bearing length for B0 is 1-1/2". VERSA-STRANDT",VERSA-STUDC9are Minimum bearing length for 131 is 3'. trademarks of Boise wood Products,L.L.C. Minimum bearing length for B2 is 3". Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing Member Slope=0,consider drainage. Connection Diagram— d a I C a minimum=2" c=5-112" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 From:Staff 508-M-6007 To:Peter Bilodeau Date:1 2/1 912 00 5 Time:4:44:28 PM Page 22 of 22 Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SFRoof BeamlRoofiR1303 BC CALCO 9.2 Design Report-US 3 spans I No cantilevers 0/12 slope Monday,December 19,200516:42 Build 141 File Name. P Bilodeau_Pinard.BCC Job Name: Karen&Paul Pinard Description: New Screened Porch-Rear Address: 1 106 Main Street Specifier. City,State,Zip:Cotuit,MA Designer: Joe Madera Customer. Peter Bilodeau Company. Shepley Wood Products Code reports: ESR-1040 Misc: �0 12 cioiwAk 06-09-60 Ak 07-00-M BO,1-34' B1,3-12" B2,3-1/2" B3,1-3X' DL 152lbs DL 596 Ins DL 824 Ibs DL 284 Ibs SL 4021bs SL 1252lbs SL 1537lbs SL 572 Ibs Total of Horizontal Design Spans=18-00-00 LoW Summary Live Dead Snow Wind Roof Live Tag Descrlptlon Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb, 1 Standard Load Unf.Area Left 00-00-00 18-00-00 15 psf 30 psf 06-03-00 Controls Summary value %Allowable Duration Load case Span Location Disclosure Pos.Moment 1260 ft-Ibs 7.9°% 115% 193 3-Internal Completeness and accuracy of input must Neg. Moment -1565 ft-Ibs 9.8% 115% 196 3-Left be verified by anyone who would rely on End Shear -605 Ibs 8.3% 115% 193 3-Right output as evidence of suitability for Cont.Shear 968 Ibs 13.3% 115% 196 3 Left pear application.Output here based on building code-accepted design properties Total Load Defl. U4286(0.02") 4.2% 193 3 and analysis methods.Installation of BOISE Live Load Defl. U5975(0.014") 4.0% 193 3 errglneeredwood products must be in Total Neg. Defl. -0.005" 0.6% 193 2 accordance with current Installation Guide Max Defl. 0.02" 2.0°.% 193 3 and applicable building codes.To obtain Span/Depth 8.8 n 3 Installation Guide or ask questions,please call(800)232-0788 before installation. Notes BC CALCO,BC FRAMERS,AJSTN ALLJOISTUR ,BC RIM BOARD-" BCI®, Design meets Code minimum(L/180)Total load deflection criteria. BOISE GLULAMT",SIMPLE FRAMING Design meets Code minimum(1-1240)Live load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS8,VERSA-RIMO, Minimum bearing length for B0 is 1-1/2". VERSA-STRAND'",VERSA-STUD®are Minimum bearing length for 131 is 3". trademarks of Boise Wood Products,LL.C. Minimum bearing length for B2 is 3". . Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.and bearing+ 1/2 intermediate bearing Member Slope=0,consider drainage. Connection Diagram bill d a i �• e c s i a minimum=2" c=5-1/2" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 t/Engineering�Dept. (3rd floor) Map Parcel L1513 4Q1 Permit#- .q 2 7 House# Date Issued 31 (P- /q Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) - -Fee- Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept. (1st floor/School Admin. Bldg.) Definitive Plan Approved by Planning Board 19 �� • � ' { ,.1, , 1 0 MAC agog' _t-- TOWN OFF BARNSTABLE < -� Building Permit Application Project Street Address 1106 17�19AL) Village Owner �1 l�Ct,c,,,i,�R 1'Yl�vt .� Addressz a Telephone Permit Request 4 .First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ cROS-0 Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ' ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) - ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes [dNo If yes, site plan review# - Current Use Proposed Use Builder Information Name QQ CVV\. Telephone Number Address "7 r 7—A-IZA-qdy\ C i/t' License# 06 -yu_ /�j Home Improvement Contractor# Worker's Compensation#&141AI& .30/- NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _ r f SIGNATURE DATE S BUILDING PERMIT DENIED FOR THE FOLLOW G REASON(S) M1 FOR OFFICIAL USE ONLY PF,2MIT NO. DATE ISSUED { MAP/PARCEL NO. - t � r . . - _ � 4 ., `• .. _ -- � _ - •` ADDRESS VILLAGE. OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH t FINAL i FINAL'BUILDING r + _ ^ DATE CLOSED OUT ASSOCIATION PLAN NO. ' r 1 � r r a THE s ®f Barnstable Thec ® K Department of health Safety and Environmental Se1-ytces 1"9- Building Division 367 Main Strew,Hy=is MA 02601 Raipn Office: 508-790-62-77 Building C.: Fax: 508-790-6230 For affce use only Permit no. i Date AFFIDAVIT HOME MVROVEMF.NT CONTRACTOR LAW SUppLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation,d rep to any pre-existingair, moderniz.-:zien. conversion, improvement, removal, demolition, or •ns=ction of an owner occupied building containing at test one but not more than [our dwelling uniis or to structures which are adjacent to such residence or building be done by registered contractors, wits; certain exceptions.along with other requirements Type of Work: Fat. Cast Address of Work: Owner's Name 4 Date of Permit :application: 3 I hereby certify that: rd for the following reason(sj: Registratior is not requir Work excluded by law _Job under S1,000. =uilding not owner-accupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGM—LTM D WORK DO T HAVE CONTRACTORS FOR APPLIGAB MEMOvEW=HOME ACCESS TO THE ARBITRATION PROGRAM OR GUARANTYFUND UNDER MGNO 142A SIG,IED UNDER PENALTIES OF PERJURY I hereby a ply for a permit�the agent of the owner: 3 �� Contractor Naffie Registration No. Dar T/1 L• C11111111 U1111'ea t l el Irassacliuseltv DepartTllent of Indrlstrial Accidents 608 {f'aWthi;talr Street ,� B1»tu1r+11fi1sr 021.11 Work-cm" Compensation lnsur3nce Affidavit P1cTse PRINTIe�+iiiv /f 10C7frrin' I am a homeowner performing all work myself. I am a sole proprietor and have no one workin_1 in any capaciry : ......._-.�_ .___..___^,..,...,...—«r<-�--,+•..+•ram_ - -- _- _ �'^---•.-_-.•---_•--- I am an empiover provi din_`workers' compensation for my empiovees working on this job. ennui rns n rmt- l r"A 'tile"tree• �j/��h.-P C1f�" nftnnt`�• s�� lit, lVe%3 i 5/5 a 3(�3 6� I am a sole proprietor. ;eneral contractor, or homeowner(circle oire) and have hired the contractors listed beio% the "ollowin_ workers' compensation polices. common n• inr- atirlrr<.• cir— rihnne d• in<rrr••nrr rn nniicrl3 _ _ rnnininx n:rrnr- ;irlrlrr<<• rir�•• nhnnc�• . incur^ncc rn neiic`• Attach addittonai Sheet if n[feS3ary '� .i e' �'..r��`,ia.ii.����-=.�. .��......r. •r..._•.�.. �.�...��.�...si--•Ala.. F:niurc to secure corcrat:c as required under Sccuon-SA of NIGL 152 can lead to the imposition of crtmtnal penalties ol'a line up to S1S00.Uo anuiur uric +cars' imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a riuc ufSI00.00 a dad•against me. I understand th_t r. copy of this statenieut mai be furs.arded to the Office of Investigations of the DIA for coverage retifieation. !rio i,rrcni crrrii rrr r t/r rrirrs an vraltics of prrjun•that the information prorided above is true and correct. Si^f:�turc �� Oati: 3 3 `� � / Print name �eGrn� �y �= J Phone ��d Il' ' r�tTicial�sc unto• do not«'rite in this area to be completed b�•city or totrn oRciai '` + ttt' f petrmitllicense it rttluiltlin_Department cin or tni�n: ClucensinZ Board L scicctmen's Urficc t. clrecic irimmediatc respunsc is required Q t' t: (_•itteaith Department phone 9: riUther . � contact ncrsrrn: Information and Instructioas Massacliuscits General Lxvvs clnaPter iS: section 25 requires all am plovers to provide workers' compensatitm to, einnlovees. As quoted tom the "ta��". an eflrpluree is defined as every person in the service of ::nether untie: contract of hire, express or implied. oral or written. An employer is defined is an individual. partnership. association. corporation or other legal entity•, or an}, tt%•ei or the Core-ping in a joint enterprise. and including the legal representatives of a deceased employer. orate orate or truster: of an individual . partnership. association-or other leraf entity, employing employees. Ho«•e:c o++•ncr of dwelling liousc having not more than three apartments and who resides therein. or the occupa nt of tine dn-cllin�_ liousc of another %V110 employs persons to do maintenance , construction or repair work on such dti elfin_ or on the __rounds or building appurtenant thereto'shaIJ not because of such employment be deemed to be an ern-:c MGL ctnap icr 15? section :5 also states that cvcry state or local licensing agency shall withhold tilt• issuznce or �+aI of a license or permit to operate a business or to construct buildings in the commoinvealtlt for any icant who Inns not produced acceptable eVidcnce of compliance with the insurancc coverage required. ACL�-:lOnall+'. t neither tine commonwealth nor any of its political subdivisions shall enter into any contract for the cri:;rma::ce of ublic work until acce table eti ideate of compliance with the insurance requi rements of this chap:: P P p bey:: pre!:c:nred to the.contractine authorin. A1)1)NcLnIs Plcase .'ill in the work-ers* compensation affidavit compietely, by checking the box that applies to ;your situation a:: sucpivin�_ company; names. address and phone numbers as all affidavits may be submitted to the Department of industrial accidents flor confirmation of insurance covera`e. Also be sure to sign and date nine a�dawit. Tire - iavlt sliouid be returned to tine cin• or town that the application for the permit or license is being requester. r :he Dcpar tmena of�Industrial ,accidents. Should you have any questions regarding the "law" or if you are requ:- .o obtzin a workers' coneP ensation policy. pie-se c-ll the Department at the number listed below. City or Ple_�- be.pure chat the affidavit is complete and printed legibly. TIM Department has provided a space at the boat r the a:da:•it for you to liil out in the event the Office of Investigations has to contact you regarding tine applicant. F be _ : to fiil in tine permit/license number which will be used as a reference number. The affidavits may be re:urne ,:le Department by mail or FAX unless other arrangements have been made. Tiie Office of IriyemI anti ons %vould like io thank you in advance for you cooperation and should you have any quest: please do not hesitate to _give us a cell. Tine Department's address. teiepbone and fax number- The Commonwealth Of Massachusetts Department of Industrial Accidents -• Office, of Investigations 600 Washington Street Boston, Ma. 02111 fax #: (6I 27 749 nitunc =. . 61-) ,---'900 c�:r. 406. 409 or THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I MF � DATA . tat— / Q •.. b M f E I MP Board of ROVEMENT CONTRACTORS REGISTRAT Building Re ION One AshbuIn Regulation and S Boston �n place - Room Standards Room 1341 HOME. IMPROVEMENT � 4210g Registration. 112536 NTRATOR Type - DBA Expiration O4/06/99 FRASER CONSTRUCTI DEAN C. FRASER ON 71 TARRAGON CIR COTUIT MA 02635 t, TOWN OF BARNSTABLE permit No. 21689 11AUST U Building Inspectorsum Cash i°j9. P .LLj d VLlAR OCCUPANCY PERMIT Bond NIA "No building nor.structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use..without a Building Permit therefor first having been obtained from the'Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to David Ora-rford Address 1100 Male Stxeet, Coturt Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ........... .........................j0j E__ __ V Building Inspector r ° �. TOWN OF BARNSTABLE Permit No. __-------_------------------- i »ITAU Building Inspector ■... Cash ------------------ ---- �O +679• p �0 Y0.Y OCCUPANCY PERMIT Bond ---- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to 1Ji vi" Grawlom Address !.06 4ain Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. 19... .__ ....................................... ... ........................_..... ...... ._...._. .._._ Building Inspector I i\ d0 N 4 L 07 f/ m D� ' � 1 P/Q.n 49A 1s1 � 1! _ 9 tNr LOT /3 r • � � I Ex�sfir�J �!i -9216 be rc locc�t�q A 3 y S.� It �i' ssessa,�'s map and lot.number ................... ......... .......�.�. . CF THE t0 "y 1 Sewage Permit number �..... STADLE, i House number .....//.11,;h ............................................:......... p M639 ENVIRONMENTAL CODE CODE A owara. TOWN OF - BARNS'I�' 'B'LrG BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...Rave...and...a.dd...r.o.o ►l...aXld.dack...tQ...exis ing...dki13.7ling. TYPE OF CONSTRUCTION ...Wopa.-Erm e....................... .....ju1,7..As...1.9.7.9........19........ TO THE INSPECTOR OF BUILDINGS: 1 w The undersigned hereby applies for a permit according to the following information: Location .........LOt ll......klg.ii,...§t,me.tr......... ........................... Proposed Use .............`5.ingl,o... .'.�TC ily...dwelling...................................................................................................... ZoningDistrict .......RB.g. ..................:................Fire District ..............................................................................• Name of Owner .....)�121 ....CZ!P:w;f.T.'.d...............:..............Address ...1.1.10..Delts...Ave...inc.ins.ti......Ohio. 45208 Name of Builder ......R.L.. Se,s bG',T',..ASr9.A.C�.�...I.X1.4'�ddress ......341...Asklington... ss. Name of Architect .R4.?... e.a erg...A,s.aac........1 c.Address ...341....Washington...S.t......Nar..-Te ...Nass. Number of Rooms ....... ... . "� raOras.........................................Foundation ........1.Q.....poure.d...c.ancsat.e.................... ExiericWhite...ce.dar,...shinglas....................................Roofing ......asphalt...shinglys.................................... Floors ...........WOQ.d.................................................................Interior ..............dry. ..wall................................................. Heating ........5Qlar...hQt...wa.tar....................................Plumbing ....Capps.r...and...p].s.s.tle............................... Fireplace .......78s ......Approximate Cost 201000.00 Definitive Plan Approved by Planning Board ________________________________19_______. Area ............................... Diagram of Lot and Building with Dimensions Fee I.S. .. SUBJECT TO APPROVAL OF BOARD OF HEALTH . i i 4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �a- .e.I d✓ d� Crawford, Nina A=34-53-2 »: No;...2115B9... Permit for ...MOP...to••�s•i•ng•le r family dwelling Location .........11Q6..Mai.n-St..,........................ ' Cotuit ............................................................................... . Owner ...........Nir•�a••Gvawfo+%d/....................... « Type,of Construction ..................fram..�........... a. t 'Plot ............................ Lot ...............:............ t Permit Granted Sept ...27..19 79 , , Date of Inspection .................. .. 1 Date Completed Ef ...19 E S , PERMIT REFUSED 5 Q-f�........................... .... 19 , r..�.. ............................................... "' y Q` ............................................... r t. :...... . .. ...............................................:.. AVpry............ 19 - .................................C.....:4..................................... Assessor's map and lot number ...:3 `� +- Y� 1. C�/� 7� THE .......................... tp� y umber Sewage Permit n �....�....................................................3� f Ls Z BJflH9TAME, i House number ...............✓..,................................. 900 M6 9 3 �0 MPY a' .. TOWN, OF BARNSTAB,LE u BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....Mr?T.:'... TYPE OF CONSTRUCTION W 10.d F''MRMeM t :r, l.u..!.....:R79.........19........ TO THE INSPECTOR OF BUILDINGS: . a The undersigned hereby applies for a permit according to the following information: Location ........ 14 ... I......I�R ?: :.. F,rs 4jR: :.T�K .e................:........:... Proposed Use ? : �_c f' ml_ *.. t1„?.,inr ................................................. Zoning District .......R `�..... ....??..............................................Fire District ... . Name of Owner Ni-mg, ,.C ' ? �?T' ..............................Address ...� .'�.C1..T)�'1,t !...A r ...l i,n� „ ,a t, is ..^... ;52041 t ........ .. Name of Builder ......R.L...... ?!`Address .... 1.1:1... %AgSS Name of Architect R.L. S!mgbnxg... a.a r: ;, TI,n.Address ...VA1... MP.9S, Number of Rooms rnrkm Foundation .......!.nt°...pmxled...^^ ^ten+:a . Exiei ........... ........................Roofing .....�n srthn.!t...r7�nAm..;r t.?.?.................................... Floors t rt�rtiC1 Ursa ..r-1,:?..................................... .............::.......................................................................Interior .....................�........ . ............. Heating Plumbing r ., ,, nn .............................. Fireplace ...... ®.`....................................................................Approximate Cost .....�2Q C3(?©.s Q........................................ ..` Definitive Plan Approved by Planning Board ---------------_---------------19________. Area .......................................:.. .� . Diagram of Lot and Building with Dimensions Fee •............. SUBJECT TO APPROVAL OF BOARD OF HEALTH • l r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r � Name :.........:. ...... .......: " .. :.. ::...`: Crawford, Nina NiD . ..... Permit for r.80/D .to..�Jnole __.fa�il��. iMg_______~____.. Location --' RaiD..St.--------. / �t ' ^----------~~^~''~-----~----- Ovvnar !y��p ����!�� � Type A of Co ^ . °'' . ' / Permit^ ~'~^'^~ Date of | Date Completed~���r�_PERMIT REFUSED . � � / 8 / —'---' ` `,r�� : _ --------'~~-~~—'' — --' ........................ ~+� __-----------�— '�'.. .��—u.�,—.— k � LOT 2 ' " _ COTUIT 1 > � SCHOOL 0 yy LOT 4 1p"D SEE GRANT OF EASEMENT COTUIT 32 BK. 10902 PG. 322 Q BA Y �o 6 ,�4 ° LOCUS O ph'opps N; z7 0 �, �L I 10 \ PROPOSED oI �> ��9�� „ SHELL 10 ti ti 4 ADDITION 1031 •- .���, M 13 - O' /�- N12°4200 'E LOCUS MAP O 3384 PLAN REF., 144—75 & 9.216 D,E & F ASSESSORS MAP 034-053-002 C� DECK ZONING. RF � 6. ' os 39 °34 '30 » O j6' SETBACKS. 30 -15 -15 0 Cl) O 1 W DEED REF13429-272 -15- 66 LOT 5 e= PARCEL II PLOT= PLOT PLAN OF LAND N5Q 25 '30 „ LOCATED AT,• 1106 MAIN STREET 795 fa�u 4 COTUIT, MA. fs js\R�� PROPOSED 24 o� sTEPNFN \\� PORCH „ '� J. S12°42 00 W \ 5 -PREPARED FO LOT 1FOR:49. 63 ®, P,� .�KAREN PINARD L C, PLAN 9216 F 441 ° ��-o yr o,�OCTOBER 21, 2005 ,S'72 5410 E' k RE2 59 V- 10126105 REV 1216105 LOT 8 20. 68 ' & CONSULTANTS REV '4 0 W N12 34 30 E �l YANKEE LAND SURVEYORS S85 20 GRAPHIC SCALE 35„93 1� O P.O. BOX 265 ° » UNIT 1, 40 INDUSTRY ROAD zo o io zo ao LOT 12 LOT 9 N08 16 35 E MARSTONS MILLS,, MA 02648 TEL• 508—428—0055 FAX 508—420—5553 } 3. 80 1 inch = 20 ft. + SHEET 1 OF 1 JOB f: 53993 JF