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HomeMy WebLinkAbout0264 FIFTH AVENUE (HYANNIS) / _ , ACTIVE \ F`"E'°"ti The Town of Barnstable N O,' BARNSTABLE. MASS. Department of Health Safety and Environmental Services a 9Qp 1659. `00 O rFo MAC° Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection l'l"y� 7� y r. Location 6;G 4 J `d�L �;�`.-, :, fi' S Permit Number _ _5-6 2- 0 w n e r 67 013te(L7' �/� GL. i -0 z- Builder L-22L .TAA50DX_iy One notice to remain on job site, one notice on file in Building Department. The(following items need correcting: i5,e�t /VGT o 6,a,9 5 c . 1K03, /a, 2 0 7`T dl .0 a/ 'S � C Please call: 508-88662-4038 for re-inspection. Inspected by Date f I INN.11 '�! . ; / / J IMPORTANT MESSAGE FOR- DATE '' � TIM ! � P.M. M OF _ PHONE AREA CODE NUMBER EXTENSION ❑ FAX ❑ MOBILE AREA CODE NUMBER TIME TO CALL TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE G Now MORMON U Sc ked cc�lj gar-�g�4 '7ly r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z R _ Parcel v y Permit# Z Health Division �r�OMs Ey►f�x�M� `�o�al Onl —'gaa,") 14 SDate Issued O - wr,sr-„ &-qv,; P s b 7 Conservation Division M LZ I 0J G)-n 16 P� Fee Tax Collectorf COMPLIANCE WITH TITLE 5 Treasurer 15� i VI �P1�lENTi4 �� l LC® �,t T � ' TOWN REGULATION AND Planning Dept. �a REGULATIONS Date Definitive Plan Approved by Planning Board N OCT 9 2001 GG Historic-OKH WA Preservation/Hyannis v Project Street Address Village Owner_ Ao& T /� L/Q2- / Address Telephone Permit Request 2 L-Loe->a- Aey/7—/oil �'��L�,� �7.�- Square feet, 1st floor: existing_ proposed W✓G 2nd floor: existing _Q proposed (d��.f�Total new .low Valuation Zoning District Flood PlainGroundwater Overlay Construction Type 66/82��fe Lot Size 1,44 A<- s 74 llo tjZ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,191 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes X No Basement Type: j6 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) sc,�3 2 Basement Unfinished Area(sq.ft) 31i Number of Baths: Full: existing Z newer Half:existing O new o Number of Bedrooms: existing A 3 new o c Total Room Count(not including baths): existing new � First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Yp � Central Air: ❑Yes 0 No Fireplaces: Existing _� New O Existing wood/coal stove: ❑Yes 4No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size N ' Attached garage-"S'existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 26 No If yes, site plan review# Current Used/ Proposed Use BUILDER INFORMATION Name C l / t- Telephone Number Address License# Home Improvement Contractor# Z J!:�r1?i ovd�o Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO / �%L ,tCSTIo�►/ SIGNATURE DATE //4 e2 FOR OFFICIAL USE ONLY PERMIT NO. ; ;I DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER ' 1 '�; s f .•J DATE OF INSPECTION:;;; FOUNDATION FRAME • INSULATION FIREPLACE 1 s ELECTRICAL: ROUGH, FINAL' PLUMBING: ROUGH;, FINAL _ 1 GAS: ROUGH' FINAL FINAL BUILDING t�/�l/ ' Q v - tj= f. DATE CLOSED OUT ASSOCIATION PLAN NO. E Dam__rr f.graown,PT • 189.Nar6arPoinL� Cum►naquid,MA0207-Ml : M A,7 t o 1, Apt SL-'A--`t3 E 11 V'4"T t C�V--1 SEC-Ctc) 0-1 •r) . l I -C kQ 'R>ucL-VtNC3 CEADG •-�C5 ; .` cm- l lSur i- C.'d-,cs si". .kk v to �.Ip©vim. + base (c�o� etcvd'��o�S's S�C�t o 3 b'-( • S . 5�G.�G 5: �'^ wA. C*'l v' k-� ® v�� s ��sue •'���` �hc�.L` 1� e �c.et u trc c�• l 4�.e_ �n�Ec�inn \ L. ,.Y\,e—kc--5 t,.�pe>u-p—qrx c'�e ®li � kKl.�• p�vt�vt�5 5�s��� ilt� �e l40 IL U-3 l v V Q U a t1-Vt teSS J G\n t V1/`�� R� tG '2 in� QV`G� �'l OF.,*A 1,Z•� 0t DANIEL E. �G r � ar BRAMAN ,.. ► INIWN E2.5 �. o�e�nt��S M`I• i o STRUCT59 i N v Y��Vl�S 1 Ll�►r CL e d o O�' .Ike$ p`SN At DwtulB.Bmm�PB. 189.?farborBrnnt:� C=maq&"MA 02637-0361 . . tp E t.3c� . �t�1 F'Looc� 2 of l� lL�� �rLovtJ �L l�t�f r ( l t ® K--- Et.. �Ec-c�o tit �, � 01 •� . ► 1 � -T c-c-E'E� l� 5 S `P��c�...�>,t�� �oar� S v r-�c..�_c� S 4`a►.lt �a�o`�cc� c�.t' c''c, �s tin t,s d ac---S tn.A,A a4tt" c u T c c s . 5 ECTt o rs . S ,� 5GC s -G ss. 4-vka,V% C,.Yt \r �� er c� e> the %->e%.V e t' b c �c ut�r-c a�,• l�'Ine_ hn {c�rM o,kk s V)*-- Vv L -mr tV (ML V) l 2 t r,G tti G s �-�9e�u-er v�.�.e fV vv`�.��,t a►..�e� ®� ���t,�• d O 4--\A\VL o'po-e>Y' Gb ve.,rk k S Ca C- tG is-VlTt-\-) k .r-xc�e �l ob� IJLrC��e-cs . J R Q ng IJ'T t2 .5 is a, DANIEL E. G ► k t25 cl -j. o�eq\kv4�s mj• BRAMAN -,Ov. ► S1RU 3T�51 N ►V,, Gcxrc-�- e daor' 44" TC4�., =t ,. 8 X <<oI►►►f$S�ONAL BOISE CASCADE - BC CALCTM 99 DESIGN REPORT Sunday,January 28,200122:10 File TRIPLE - 1 3/4" X 11 7/8" V-L SP 2900 Name: MAGLIOZZI B2.BCC Job Name - MAGLIOZZI ADDITION Customer - SANDCASTLE BUILDERS Address - 264 5TH AVE. Specifier - Designer - 0 City,State,Zip - HYANNISPORT,MA Company: - 0 qD Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B2 Member Diagram SUPPORTING B2IROOF AT EXISTING HOUSE a 3 Standard Load(PSF)-40/10 Tributary( 06 00 43244 LL 4378H LL 2390#DL 240"DL Total Horizontal L=O-13.00-00 General Data Load Summary Base Unit Feet/Inches ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-00-00 40 10 06-06-00 100 Member Type: - Floor Beam 1 B1 Conc.Pt.Load Left 04-05-04 04-05-04 -170 -00 n/a 100 Number of Spans - 1 2 WALL Unf.Lin.Load Left 00-00-00 13-00-00 0 80 n/a 100 Left Cantilever - No 3 ROOF Unf.Area Load Left 00-00-00. 13-00-00 30 15 14-01-00 115 Right Cantilever - No Controls Summary Slope(in/ft) - 0.00 Control Type Value %Allowable Duration Loadcase Span Location Tributary(ft) - 06-06-00 Moment 21807 ft-Ibs 63.5% @ 115% 3 1 -Internal Repetitive - n/a End Shear 5742 Ibs 41.4% @ 115% 3 1-Right Construction Type - We Total Defl. U 344(0.453in) 69.6% 3 1 Live Defl. U 535(0.291 in) 67.2% 3 1 Live Load(psf) - 40 Dead Load(psf) - 10 Partition Load(psf) - 0 Duration(%) - 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Minimum End bearing length is 1.53 in. the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BCIS and Versa-Lam®are registered trademarks of Boise Cascade Corp. • BOISE CASCADE - BC CALC Thi1 99 DESIGN REPORT Sunday,January 28,200122:12 File .DOUBLE - 1 3/4" x 9 1/2" V-L SP 2900 Name: MAGLIOZZI_B3.BCC Job Name - MAGLIOZZI ADDITION Customer SANDCASTLE BUILDERS Address - 264 5TH AVE. Specifier - Designer - City,State,Zip - HYANNISPORT,MA Company: - 0 Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B3 Member Diagram SUPPORTING B51ROOF AT EXISTING FRONT 1 2 Standard Load(PSF)-40/10 Tributary 06-OG-00 AL 8789 LL 2802H LL 254N DL 191 IN DL 06-09.00 02-03.00 Total Horizontal L gh-09-00-M General Data Load Summary Base Unit Feet/inches IA Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-00-00 40 10 06-06-00 100 Member Type: - Floor Beam 1 WALL Unf.Lin.Load Left 00-00-00 06-09-00 0 80 n/a 100 Number of Spans - 2 2 ROOF Unf.Area Load Left 06-09-00 09-00-00 30 15 14-01-00 115 Left Cantilever - No 3 B4 Conc.Pt.Load Left 09-00-00 09-00-00 100 480 n/a 100 Right Cantilever - Yes Controls Summary Slope(in/ft) - 0.00 Control Type Value %Allowable Duration Loadcase Span Location Tributary(ft) - 06-06-00 Moment 3756 ft-Ibs 25.8% @ 115% 3 1-Right Repetitive - n/a End Shear 803 Ibs 10.9% @ 115% 4 1-Left Construction Type - n/a Cont.Shear 1992 lbs 26:9% @ 115% 3 2-Left Uplift -35 Ibs 5 1 -Left Live Load(psf) - 40 Total Defl. 2xL/786(0.069in) 30.5% 5 2 Dead Load(psf) - 10 Live Defl. 2xL/1254(0.043in) 28.7% 5 2 Partition Load(psf) - 0 Total Neg.Defl. -0.024 in -0.5 in 5 1 Duration(%) - 100 Disclosure CAUTIONS: The completeness and accuracy of Uplift of-35 Ibs found at span 1 -Left. the input must be verified by anyone who would rely on the output as evidence of suitability for a particular NOTES: application. The output above is Design meets Code minimum(L/240)Total load deflection criteria. based upon building code-accepted Design meets Code minimum(L/360)Live load deflection criteria. design properties and analysis Minimum End bearing length is 1.5 In. methods. Installation of Boise Minimum Continuous bearing length is 3 in. Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC!®and Versa-Lan*are registered trademarks of Boise Cascade Corp. a BOISE CASCADE - BC CALC TM 99 DESIGN REPORT Sunday,January 28,200122:09 SINGLE - 1 3/4" X 9 1/2 V-L SP 2900 File"' Name: '. MAGLIOZZI BS.BCC Job Name - MAGLIOZZI ADDITION Customer - SANDCASTLE BUILDERS Address - 264 5TH AVE. Specifier Designer - City,State,Zip - HYANNISPORT,MA Company: - 0 Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B5 Member Diagram NEW OVERHANG LEFT SIDE Standard Load(PSF)-40/l0 Tributary 0l 00 00 AIL 161"LL 161"LL 1071k DL 1071N DL Total Horizontal Length-07-00-00 General Data Load Summary Base Unit Feet/Inches ID Description Load Type Ref. Start End Live Dead Trib. Our. S Standard Unf.Area Load Left 00-00-00 07-00-00 40 10 01-00-00 100 Member Type: - Floor Beam 1 WALL Unf.Lin.Load Left 00-00-00 07-00-00 0 80 n/a 100 Number of Spans - 1 2 ROOF UnfArea Load Left 00-00-00 07-00-00 30 15 14-01-00 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope(in/ft) - 0.00 Moment 4707 ft-lbs 62.7% @ 115% 3 1 -Internal Tributary(ft) - 01-00-00 End Shear 2081 Ibs 56.3% @ 115% 3 1-Left Repetitive - n/a Total Defl. U 505(0.166in) 47.4% 3 1 Construction Type - n/a Live Defl. U 840(0.100in) 42.8% 3 1 Live Load(psf) - 40 Dead Load(psf) - 10 Partition Load(psf) - 0 NOTES: Duration(%) - 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Minimum End bearing length is 1.81 in. The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BCI®and Versa-Larry are registered trademarks of Boise Cascade Corp. MAGLIOZZI AUDIT. HYANNIS PORT, MA WO: 101-141 TL TI rY:12 =D -ORMATION TOP CRaRD.,: 2x4 SPP 91/#2 IN) ccmcurTvnt Live load of 20 p.s.f. has =___ = = =Joint ESIGN IIV ��edc.i;nuesanrniillJoalbuilLe/ BOT L720Ri�5: 2x4 SPF 1650P-1.5C been applied to the bottom ebnr:d per 1) O- 0- 0 5 9 ) 26- 6- 0 9) - 0-10 n3 - nipmrm bust or-hu bevI bu on i041"tku K6B 2 S: x4 Slop STUD IN) BOLA-96, 1606.2.3 2) 6-11- b 6) 26- 6- D 30) 0- 0- 0 ,iardby�rliart nndr.,mrldiscIzan All IroMpRBSSICL4 Cbnrde are a►sat�e-d to be xMTrPLB LOADS -- This design is the 3) 13- 3- 0 7) 17- 5- 6 yrrry.ruic,l,ylo.duogr.a,lrounf continuously braced unless noted otherwise. composite result of rsltiple loads. 4) 19- 6-10 81 15-11- 8 �- oilv of Ucrosw o1(ormalon,ii-61"aunnl Mind analyleis based on: ASCE--1 14FS, V= 90 d:e l drliav furrdthed a•the auvs&sit- PROiVITTB UPLIFT CDHNz.noN PER SCHEDULE: H7H, I.1.00, Kean Hgt.=2S.0 tt, Fsrp. eat. 8, ------------ TMAL DHSIGN MhM ------------ -) .dsclicoudurculeMvMccaoun► internal reJVEdIrB coaE. I. Uoifo» PLF From PLP So 'thil i m at nfortdm it any MIW to o sle support 1 469 P (ipraivaasdAzcp000respotuibUrym support 2 46N Mind analysis chord,dead load - 12.0 pef. TC Vert LeD -80 -0-10- 0 -80 27- 4- 0 0 rc,risct tlocencrol sithtep,d to fit":ll- MAX LIVE I,ID DRFLM=CE4: BC Vert L+D -20 0- 0- 0 -20 12- 0- 7 or,emdkial,ihipwataniimnllatimcl W999 TC...PORI$...CSI ..BC...FORCE...C4I BC Vert LSD -60 22- 0- 7 -60 14- 5- 9 inlet liwlnaawbarndntrrrduan 1- 2 -2718 0.76 10- 9 2424 0.72 BC Vert LdD -ZO 19- 5- 9 -20 16- 6- 0 .GljdualNLIdinaoamponrdinaca.Lrcecvfh L -0.20• Dn-0.12• T=-0,32• hdUT►It•t993andHDS9ltokcaaorfcrald MAX HIME@>•M DXFLJCCIQ'•1: 2- 3 -2408 0.7S 9- 8 2623 0.59 __--:4A8. RHAMCINS PER B A.RM 1DCATI0R----- pnurtitl.tifdtnl desi.s eyanuielmt T. Q-0ga 3- 4 -2408 0.75 8- 7 1I 162) 0.59 -L.00 Vert Iioriz Uplift Y-Loc Type rnlnrc(m4inc"da,.Muhl ra p�es�al 4- 5 -2718 0.76 7- 6 2425 0.72 6- 2-14 1440 0 -46 BUT Plli igimeq. wbentevtr,.sdfnap/noralt/lac MG - 1.25 26- 7- 4 1440 0 -46 BUT H-RfII.L w1di n denporc,ells d ultn load nfu sb..n .IM...F IRCS...CS I WEB...FORCE...CSI N1tccivakadtobev lbuta(12140 1 2- 9 -506 0.19 3- 7 822 0.38 rcinZMMMrmv.11h"Io:31Ni i'l"'4c, 3- 9 822 0.38 4- 7 -506 0.19 a.l cliouric Mcni-ji kv aim ar r.-+IMIN •4jwt spoiRratimu to Recial WUrd K'QU W,Ao sbv M.puss has sea Iern Jn.;,[rrJ(a tote o0 o�upsnty lads Thedesilnusmxa cmp,canonr)sndi lispm heloni)art crutimr ..iy tuna by shratfvr4.kts MlemiX . x ified. N'Ixne Wutnm cllmdu in tension ue .N full f ke.:ed lilt tally Ilya PMy lh applied Ua txilirrl,Lyey vlloufd h bcued u a .. aufemm TR-Nt o1 10'-0'ac.Coac:m !rocs OuU br manufarn:nd 6gav 10 gouge hol igpej tArsnitoi utel rnrrtcu ASThI A 653. - �mk 40,smkm wtrrvAw 0-11 . ' ABRICA'MON NOTES 13.3-0 13-3.0 •nor u.(abt ication-Or fublf:alm sh:d1"ir. 1 2 4 n:1 du.ing to volly lW Ihisdr.aiM ,111 .cwittl ncc­0 it.(.bri W.e't P-IM w• vdior a conti:mAt Ictpmuibitity r4r rth"Ti. CC Q -5�, . Lotion Any disco eymclrs Are CO N ful in .liwu N(cor ro:tlinl n fskric►licn 4%4 1'1 .uo thou rev be ftxtalltai owriale les. .tro or OiweteJ�nin. birmlun s1uU 1e avl betiShi Oning•Aoodidwooftvminl Con ,rcsw,pWr,shall be 1.<oW Mt-h Mcts nr c the truss wilt nits fully imk tided and mnl be ].SX3 ].$](_l nVl.tltNt tnl JCIQI tanlfa tl)t•rYifr rtr•AT A . }s1 plow is i'wide s 4'lont-A Gab f'-ste a d• S-t 0-5 .aifc r g'loot SIaL(hale tlr�fvtnJlcl4� ¢2_3 lhcplotelrnrfbspecified. Dntkculsonsutl• mrmlws SAW mcrl as the an:nvrl of tbr.vbs 0-4-1 0-4-1 uaIm ot:c-'-w sh.--n Ctnmeevv Plsrr u,r1 we eunoo siset based en Lk fmi-sht•ao and may rlord to be irncuseif lie caum turd' -----ri�� l ins aodlot rnx ta,,WC%,•.l Tlds Uuuistu•1 io tv fso,ivard with fin rrantsn trrslcd 3X6 3X4 3X5 3X4 3X6 )omtter tmlrss r•tha�kse s),.,m. Fa,ddidcval ,olv¢sroan on Qudily Conlin#Tilt to • . ANSIMS 1-1995 _ PRECAUTIONARY NOTES All tc.inr aid crtetj:o leeimm"ocd.urtu trc - 26-" 1.•kc fol:.nd in eta calluar Wit'H oath tot; 1nsW lCtf A nro:ittl'.IInL9l Tnuwsareto 10 4 8 7 6 h lv mDed v.flh paolleulo,sale s-mnf"'Min- 1440.4' 5.50' aid Pur•dliit.dtlfsuT a,d insululfmta mid 1430# 5.5011 0-10-0 daimalc Tcmpolary and pcnuantm bncinl 0-10.0 la bol6alf mouse in a mr.igW old f'l�P6 (RO-1043) idwaadfin ordilitclaunllomsshslibc (Ro-l0-13) det:lprvl®d onstall on vM Mien c„tml bans EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANa1TP1 1-1495 stele = DAM lint is racnisl and ereion Aruml itat+s)s ,��, Kcrxssl ptecautionary aed..n fat Job: WO: 101-141 trvisei ke t rs=re 6 es to 411 t rf liftl 00, WARNING: READ ALL NOTES ON THIS SHEET. - cutrtii>,krwaonurtima.l:iWpplinf TrTas ID: Tl aaidcaniaving 7hcsoposfs4aafesntiMQIA COPY OF THIS DRANVING TO BE GIVEN TO ERECTING Dwg: wu ai Stull be snsda for ocan d arrtelsons '' Drgnr: BOB Chk: DBIe: 1-29-01 r�rnetxed in the imtallui®a1 tnuacl CONTRACTOR. ►rorruinnd aAsi:r vdo11 M+Vint a rlt•=&d. TC Lire 30.0 psi DDTFac- Lbr: 1.15 C�.eat/a�M of a+watlTltln loafs Qeasr ROMARO BRACING YARNING• DurFac-Pit: 1.15 that the drliln Leads auU 0M bet 0k4(a I R aimfly br► TC Dead ]0.0 paI outs al soy Omt. No levels othoo thin the STRU GT�U R E S �c"r rbpan urn Ibis dnvial Is on aatocol mum afo0 jdclW,pore brx#TY faQ .eight of Ila necwrs-4U he oPPlird to af.rh is a pan M th buifJitAA-sip and"high mum K tlmfditspd by ale Iuildial doom. 6rt►fgl RC Live 0.0 P� O.C. Spacing: 2d.0n Doan uzul af•.•c JI lulelm:noel M'+ci.->e tMrAn i lu hard ssrI I. of at e m and.,only ilocadro buclbnl Ivd blF Rvo lUx's torn b I3S1 Criteria' BOCA is cnm Irm) maSe Iq al.tJ.,t Innal traot7 sl etas and.yari6ed Le►dnru dtsnmard by th bulhfasq arfl'1rt. RC Ind ]Q.Q �J � ' P INC. A,lsio4ul braci4t nll,emenu styactceor army tc ro,}rired (Sec flle•91 orTPq CI1dt Dese• (603)599.8737 (603)362-5124 (Total Mau Inuiotir..Tf4,itlauted.1513Ir•OnafwIhfsa Mahn wltovesio11119). TOTAL 50.0 W nc't 04 21.411 n„lta- ffarrte A,nhnr /op RAIN: fAjU.f.feA1j0811f06/d/ AIAGLIOZZI Amu. 11YANNIS PORT, MA WO: 101-141 TI:Tl TY:12 cun ESIGN INTORMA't10N 'MP a itDs: 2za SPF a1�M2 (x) eurrunt Live load of 20 p.e.f. has ... Joint loocat1ow-s=es -��-__se . rdesi�nue�ant�iirlJualbuildtg BOT CHORDS: 2x4 SPF I650P-1.SC beam applied 1) 0- 0- 0 5) 26- 6- 0 9) 9- 0-10 plied to the bottom chord per n nl „pemnj Ind has DaiOU-53Onio!arrv�r� ilffiS: 2x4 SPF STUD (N► HOCA-96, 1606.2.3 1) 6-11- 6 6) 26- 5- 6 10) 0- 0- 0 � �i.ird by tt,e clio.L Tie dr.W,dltrltam All C�AHSSICrI Chords aze as8taz'+d to be XMTrPL2 LOADS - This design is the 3) 13- 3- 0 7) 17- 5- 6 •rvfP,edjrsIiAy fa,doostnasa,esoh°f continuously braced unless noted otherwise. caorlaosl to result of mlltlpla loads. 4) 19- 6-LO 8) 15-11- B n-• Ilya,lnent►amfarm►don.;eciGsdnns Wind analysis based on: ASCB-H3(PS, Vas 90 ----------- .J :'at drdgtsWIDthMtv;errtaM&Iitntt PRC1V1728 UPLIFT pgO�CliC81 PER SCklSDVi.Bs 24FB, Tv1.00, Weao Agt..25.0 ft, IlStp. Oat. B, ---_----_-__ TOTAi, DSSIC?i LOADS - Q Use ctico s,d toe es•seatrey er sb urscy internal pre coef. I. Uniform FLY Pztt>o FLY TO H weinfarmnknaaitonyr,Leto&Se. Support 1 46N Wlod anal is chord dead lnad as 11.0 pelf. TC Vert LAID -80 -0-10- 0 -80 27- 4- 0 0 .apeaieosaslsssrPMDortsponsibUryo, Support 2 46% ercissne enntsat.iN reeled ta>Isbas:a• MAX LIVE 1s= DRFLUCIM: BC Vert LAID -20 0- 0- 0 -60 11- 0- 7 .C.jssadLt•tlupoxataMimotl.dmci 4/999 ..TC...FORCE...CSI ..BC...PORCS...C1SI 8C Vert Ls,D -60 32- 0- 7 -20 14- 5- 9 .nss lLisauathuberndoigsedasian a 1- 2 -2718 0.76 10- 9 2424 0.72 SC Vert LAID -20 14- 5- 9 -20 16- 6- 0 btidualt.s'ldisgoe,npaern,insecof.lsm"with Lc-0.20a Do-0.12a Te-0.32 -_ :SIITPI Ia993 and NDS-97 mile iaorgtcralol PM HDMZC*rCAL DHPL EMIMf: 2- 3 -2408 0.75 9- 8 2623 0.59 -:sC1R. RBKTItP15 FBJt HLiLAI2t' i�CAITCBi---"" pslMl1.199) rnrdew:nDysnurtkry T= 0.09" 3- 4 -2408 0.75 8- 7 2623 0.59 S-Lea Vert Roriz uplift Y-Los Type -tigacr(crdi,terWarsbitss:l o pratc16sa1 266- 3- 4 4- 5 -2710 0.16 7- 6 2425 0.72 - 2-1 1440 0 -46 MOT PER piaoet). Whntterievedterapproraltr/f MG a 1.25 4 1440 0 -96 MAT A-RflZd+ tdrae drsitset.the design Ioa31nts atr.»,t it11;...PORCB.._CSI .103...FORCE...CS ntotbockaotob,Wn11.1ttra.tstM&nt 2- 9 -506 0.19 3- 7 822 0.78 :ioyyremrm%ith the lo:altviMintado. 3- 9 822 0.38 4- 7 -506 0.19 rd climatic records fca Did m aw Icvh, uiot spuincatialts cc;ecid Wlied lavls vats sbvta,a uss Eat sae tern d-urmi fS r„tro,00upsncyloada Thedrsignassm,n mprusjon c)s..sd,Itcp ca lwir,ont)an cmdmr .LIT D,ata.l by•ne.urtg udeu evSe�u . .es:itied. wiwlc bnttnm chords in tension ue 4 full f tcisWd 11.1erally by s Pnaxslr 41111ed '4 calim,tScy should tr belled at• u(mvm wring Gt 10'-0'o.e.Cost:ra its rlj be nunuJnm:rcd frtm.^D 9:a,2e hot 7pea tdcartlsoi meet mmhr4l ASTM A 631, cafe a0,vakw atrwrwisc sN-11. ABRICAT70N NOTES 13-3-0 13-3-0 no to fsbtieauon.Life Miks-or shall reric- 1 2 4 .isdu.ing 0 volly the this.:aatsC is in .to,aysuarta*uh do hbrfc j::'s plaits sod to -5 :dirt a cona:Aging rnpsmsibility foe ssb vni• 0 u.ion. Anydisc,rpartlrt ar.:fo t•:fas in .1iortt lefrre cutting of fatckvicet 4X4 jets)shell era be installed s,eriasotbAcs.. tso at divorteJ s,sin. btemb,n tluU Ze fur e-Light fining•aood rowool Mafint Con erw,pwrt shall be kea,rd retcah fiscal of .x gnus wits rnits fully imke4 de•:and shill be 1.5X3 1.5X3 vat.atcv,the JaWn maim ta3xtwise st..vD A .s4 plsta fs 3•wide a 4'long. A Gal Vmole is 6' 3-10-5 .s.Sc a B'lobe. Slots(Eater)rm rnralltl W 6-2-3 se pine lsn6eE Wceilfod. DnrDk duo gas svtb . .,embus shell sect at the centrotd of tlr%vbs 0.4-1 ,West olzac-s sbf an Cmua'cott Pins dsal ue o msa uni sisal based an t.1e forM shales .red mw need so lee ir.,eased eta a a,sm hsnd• me an.itorreQdon WeL�j- I dt teue isvae 3X6 lr hbliuo-d with Or,trttrttam nasvd 3X6 m 3X4 3X5 3X4 nmM fatless ctho.ite sew,. Fur*Mide.al . ioLraool un 04dny Control relcr to AN51/1'T'I{-1993 PRECAUTIONARY NOTES M All tr..-in f red crcc6:o irrcmnredautvu uc 26-" I.•tr foe'r.w in aarrn' wide'Hta rots - Imullicg.!me•cirtj'.NPJ-91 Trtutcs areto 10 9 8 7 6 . L<hml)td.l,t.ru,icUlae cars d,+ng hsoJia: 1430� 5.50" 14405' 5.50- 2,.d tw4inp.4cli"ry stal inswisitim 42 A,nid J p..11).0 damsgc asy brarjnt 0.10-0 _ la Ea16mi Ostsact in a tv iphl and 4iun>fl Lam- --'.1 ��-1�13) idm sad Ito tt-alfifp latsn !oral l shall be (Ro-10-13) 1 . du:gaed smd Installed ty taken Civaul hams. stele = O.I875 lio,b rscnusl and eaoaion bracing atarways EXCEPT' AS SHOWN PLATES ARE TL20 GA TF.FM PER ANSI1TPl 1-1495 rnyised.Acatod p,taaudrumv acdtn fat Eng. Job: WO: 101-141 usstsitaskm1herwe Web ressesin VAJw �t WARNING: READ ALL NOTES ON THLSS'IIEET. tatcolstino te,we'm auttey a asrl3 t.rppfing Truss >D: Tl ao A ldumivuing Thcaspasirao°!^"�`' - COPY OF THIS DRAWING TO BE GIVEN TO ERECTING D"g` ouatel shall be undo Lite,43MOd afgvts0fu Digg ar: BOB Chic: r Date: 1-39-(II tgeritnced its Oe in"lsdm of annals CONTRACTOR. ►felcuinw,rl,i:eaallttr.vgm if aC&d. TC Lire 30.0 psf DarFac- Lbr•' LAS Ctasausdmala nsbt vmladatyerrr ROMARO BRACING WARMNG: DiarFac-P1t: 1.15 Ltssa the design Inds dull on be&pp'.k l to gearing sboao as ibis draviat As am aw"t°aeial.wind br=Af¢.Pal bf7-*m v1soilar brshsg TC Dead 20.0 tnsatn as soy time. No leads cow fun%be STRU V■ U D IC S wti N ch is a pan the buUGq d ssigDd a whicb mlW be cv�iderd by the toildi°g desgat. grsing f O.C. .Spacing: 24.0" .right oI its erectors sball tv applied to slave.o to fart,al rgg+tn of vnu sttra°Das Daly m►edve tructling Irr�slt Piv,isirna man be AC Live 0.0 P"" Duurs tsnl aFer ell Iuu�:noel DrscC� - INC. mask to aMv intro!m kaa»at cads sad Vwri6cd kesdons dtsrrmba!OF for butbfatg detigne,. BC Den d 10.0 p6l Design Cli'��: �CA iscomplrml. gJliuoaalbraciagNlbcmvnUWaae,ralu>ttte}rired (SaeNIP•91dIPA) CodeDesc: (60))509.9757 (603)362-5124 Rna"rim lmdote.TP1.i,looted at 313 Womfw tt isa,Maluraa.MUM' ll 311191. TOTAL 50.0 Pd n„r,,,. fr.rrtr A,nnnr !rap /i/IfAr frlf>:£lP/(V08Af0ld0 )/C$l 06 21..00 RESIDENTIAL BUILDING PERNUT FEES APPLICATION FEE New Buildings,Additions $50.00 �2. iJ' Alterations/Renovations $25.00 - Building Permit Amendment $25.00 i I FEE VALUE WORKSHEET NEW LIVING SPACE X�j square feet x$96/sq.foot= :��F 9.a x-0031= plus from below(if applicable) J r ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= S�. �.o x.0031= plus from below(if applicable) _ ACCESSORY STRUCTURE>120 sq.ft� >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000*sf-1500 sf 100.00 >1500 sf-Same as new building permit: ` square feet x$96/sq.foot x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (der) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool. $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee proican . Soard Of BUilding Regulations and Standards H m,,- T fyi.--.-. ok.;errie,nt o T,,t)-ar,t,-D- t r i s t t 12 6 6 Q E (L M,- 4- , -1 7'/. /, 40HE IMPROVEMENT CONTRACT Registration: .126692 Expiration: 0710612002 WALTER SLABODENI Type: Private Corporatio 600 P-1-4iIN 7-IT MARSHFTEL.D MA 02050 SANDCASTLE BUILDERS PALTER SLABODEN 4t PLAIN ST ADMINISTRATOR MARSHFIELD MA 02050 oard of BulId nq Regulations and Stan Onp Ash ui-ton Place - Room 1301 tics n . Massachusetts 04- 2108 Home imp bvpmont Contractor Regist ation Re n- i 3 t n - 126701 Expi rat *on : 07/08/2002 — P r i v a t e C or p(:)i-,a .1 o n HOME IMPROVEMENT C ACTOR stration* 126701 .ONE 1DR0D(J(--TS/F0t SEASO , SUNROOM WALTER SI-ABODEI\! Expira 07/08/20R Typ vate Corporatio 600 PI-Alt,1 ST MARSHFIELD MA .'050 -NE PRODUCTS/FO SEASONS PALTER SLABODEN PLAIN ST ADMI STRATOR MARSHFIELD MA 02050 8� ✓fie fomvnwouoeull< a :l�iry uzcluutetla BOARD OF BUILDING REGULATIONS 'License: CONSTRUCTION SUPERVISOR Number: CS 052649 Birthdate: 11/11/1940 Expires: 11/11/2002 Tr.no: 4482 Restricted To: 1G WALTER A SLABODEN _ 10 SALT RIVER RDA E FALMOUTH, MA 02534 Administrator ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J (effective 3/1/98) Applicant Name: Site Address: 2 fidl�f f}deml&E Applicant Address: City/Town: . ,T�/,t�/,V,cr Use Group: d Z+D 70 Date of Application: 0,01 op Applicant Phone: rgel)eJ� 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 J5.2.1b:) 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 Component Performance: "Manual Trade-Off' (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) M Zone 12 F1 Zone 13 Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] MAScheck Software 4 Use cl osest'.Aown -;Taunton....or.,-,Rochester Attach Compliance Report and Inspection Checklist printouts. ❑ Systems Analysis OR Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall +Ceiling Area i1,4/ sq.ft. b. Glazing IZ Area' sq.ft. c. Glazing% (100 x b=a) �. ✓'% (�Z] ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration Ceiling Wall . Floor Basement Wall Slab Perimeter,Depth 0.39 R-37 R-13 R-19 R-10 R-10,O ft "SUNROOM"addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer InformationTorm" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved F1 Denied M Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) Glazing Area may be either Rough Opening or Unit dimensions. BBRS 06111-198 `tr i! j n � y 2C X2:?2 9l�_JsF v t,� ..sc �/�21Z The Commonwealth of Massachusetts _ Department of Industrial Accidents ••' ,� =�-�- :_�• Olt/ce of/�est/gat/oos _ 600 Washington Street Boston,Mass 02111 %�%%%%%�% Compensation Insurance Affidavit r rirwri rprrr riiiriii name: Rorsd 1— /N4Y,' La 27a location 2 am city #Y,4n/n/i phone# ❑ I am'a homeowner performing all work myself. ❑ I am a sole rietor and have no one workiiOZ g in aav cacity �g I am an employer providing workers' compensation for my employees working on this job. i'AIItpanY nHrne ✓/Y�Vl� sri s crv�i.—Yrc.. dreg " . atY dtw �# h ' . olictir. ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: com an :name: .....................,:.:..... �4::v .............. .......................:.....................:::...................... .............:....:..::::::..........:..:::.v:rn•:r.v:::r•}'i:Y:•v?:r'iJv:J:4f4}:{:{.}i L isv:G:•nv.:.::v:.vu•r}i:?}:4:E::•}:if:•�.CC....!S::C�.:. ...:::::::::.................::::::::.:..........................:::..............................................:.r:{::vv..... r....t n...;.. {n.rK....... .. 5.....Tv..{. ............:::::::::::::................::•:::::::..:::::.:....::::::::•....................................... .....::.•.v::::. •:{k:ir:ii?:{b?y}:•}?::}::v?:J:ii7i:{:::ii$;{?{{.:}.}.}Y,.v. ........................................�::::::.�:::::.�::::v:•:::::::.�tiv}:::::::::::::::::::::}:.;•.�:.?:.::..: '• ..::...........v.:::::..;.:. •ntv.....vvwv...v.t r.... .. : : : y !_:isi':�i:�::::}�ii:i::ii:<:i�:ii:; j ;:_i.};::v:•?:•}:•X•i'•}?:•i: �:':iiti•:i.:�iii: � iiYi:{:iiiii`:: ....... ................................................ .....................n............:.?:ti Mil}::: ::.�:::.�::w:::•::::v::•:::......:v...........v.......v...................................v_..-.... .... t1IIt3: .;•;i?:{,..•:;{::.{:.:?:<ti^:{{?}:?.}:•::{i•:}}}}::•}:.::;.}}a..�::•r.4_:•.. :. ......... ...:•::::::..:::::::::.:.ii::: •:.:..}}::••.... ::i•:iii?i}ii:iJii?:{^?Y..:Ji??i::????:•'r:•:i4;p;•??;??is4}:{vi:{i^:rr:�?}:::}:{F:}:3}:•}:v}X}iv:•i::::::..... h C3 :•>b »: •y:•:Nis{{r+'ti''v:4'{:v;iC{:?;�:4:i iryi:::":i:::<. ........................::::•.�:::::.�.�:.�:::•:::.�::.�:::::::i.iv?i?:{J?X{{{{{i{•??}?:{J:{??}?}}:}:{{;{::{+4................ .tt.. 11 .......nJ..Y. J:•.: .......... ............ ....................................... mv::::::.:v:::::::.v:::::.v.vr••--•.v.. v....n. w:•v::.b' n.,{C.}.:y'ri ............... .......................... ..............................:.wrn..vr.....:•..............................u;.}::: v:::::......• {'•??i?:n:;......}.v:.i??:w::i•r:h:::w::::::.}x.wr.!t•.:�....v .r:.:: .x:nw:.........•••:vw.�::::nr......n.............:•:•::::v.:�:::.................... ......: ....... ...n................ .....::..:::.. ................:............................ ...................................... .............Y.........r•..... v........ .:":::-:::•:•.t:tiv:.vv:.v::::...•••:w.{•?}::::•:•?:{{•?'A-•:v{:•::. .:.. ..... ................... ..............................:.:•::::::v::•:::::vvn..r.....................:w::•:::�-?: :.,/''::i?::•:•:is:r:::;::•:::::::.:.�:!:.ii:;::_:::::._:v::•::.�::'.:.�vv:v:::.;•:::::.:!!::-:•r:::::.}::: �DTlllice`COt:::. ..::.::::.:;.:;{;::.::.:.;:.::.;::,:.;:..::::::..:..:.::::.::.:.::...:...,.......:.................................. . ... .. b�itV' :: 3% _ s- :::>::i<:: :::::?:2rt: :;:;:::;':%:: <'::;: i:::::::::::::i:{ r::::::::::::::`::::i:%;::i:::>::::i'•:;:::<::::�:%:::�':�:::s:::�:%:;pit::?fi;:ri:;<•;;:•;:; : smF rams:, :•. :. � 1f�f0 now ,... - ::Y:::'':::2':::::`''<:::: �tttRIrAIICC Fanwe to seems:coverage as required under Section 25A of MGL 152 can Ind to the Imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP.wORK ORDER and a tine of$100.00 a day against me. I understand that a copy of thb statement may be forwarded to the Once of Investigations of the DU for coverage verification I do hereby cad under the p ' and ofperlury that the information provided above is trr .and coned signature y Date 03 Z/9/o1 Pont name Phan#1,7�1)zm g3o� olHdal we only do not write in this area to be completed by city or town official city or town: perm"cense# riBu ilding Department ❑Licensing Board ❑che&if immediate response is required ❑Selectmen's Office Department contact person: phone :0HezdIth ❑Other (�evaad 9/95 P]N Information and Instructions ' Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver o trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local,Iicensing agency shall withhold the issuance or renewf of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requires of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation andy r :s supplying company names, address and phone numbers along with a certificate of insurance as all affidavits maybe r0 $ submitted to the Department of Industrial Accidents for camfinmation of insurance coverage. Also be sure to sign an dd date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or ifyo are required to obtain a workers' compensation policy,please call the Department at the number listed below. `` �. r City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the peimit/license number which will be used as a reference number. The affidavits may be returhR io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number- The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imlesugallons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 SEP-26-2000 TUE 10:24 AH HANAWAY-GENCORP INS, FAX NO. 4013339215 P. 03/03 g ...... ................... t'r, n•:f'.'y.:..YNsnF.:h•R 6d.oSleas. ..+F�;•:,js4!': .dc', y?al::1^.;i:1:iY:: :;I{.iix,�.:>x::r,6:.yA�r,+,tiY, +.a � sr.:•::•r.':o- .wti;:w i:�,R:.'•yp:r.:a• ::s•:�:�1' . i?<; �•f. .z' ,I.. ..✓ r ,y« ..>.: �� ..fy;�Lx,� DATE pLttttTlDryYI 09 2 6 0 0 - Ntoot+c►R THIS CERTIFICATE 15 ].SUM) AS A MATTER 0FINF0RMA7'ION GENCORP INSURANCE GROUP ONLY AND CONFFItS NO RIGHTS UPON Tilt CF.RTTI7C4TL HOLDER. TTITS CERIIP'ICATE DOPS NOT AMEND, EXTEMR ALTER TIME COVERAGE AFFORDED BY THE 7POLICTM LOW. 2180 MENDON ROAD C4MPANiFS AKFORDINC COVERAGE _ CUMBERLAND RI 02864 muPANr A CNA VALLEY FORGE INSURANCE IN81/IpfD "` COMPANY SNE PRODUCTS INC. B SAFETY INSURANCE COMPANY D/B/A FOUR SEASONS SUNROOMS COMPANY 600 PLAIN STREET C AREELLA PROTECTION MARSHFIELD MA 02 050 COMPANY ` co 1 T) S:r:. 'Ya:•o.etixa a+<• :.pl:•r•'x,",J:iti�..':,':.�.e ..a.>..'d• .:u.faii..w.P.'o�s Mae w.: •1 �..>.x:•:^y :' ,a.>b+::e« i;:.A.^.;t.^7 %.l.iiiji''>� .> ':'4'' ,�'?'i i:::<K,UU�� .rp;;;� •,1. r�•: :.: ... ... .:I '>.iw wr..b,:: 4.y1, .:rr` •il' ^'�;r;i,i't >::1,`:'ti,.ram,,�y,:•It% ., :7'1�r +.Irit':a .'f.'SI...• ww....,r,��..we.riY ':iei: :e;f�.,:.�.a »•..J.:gl':.�<SX'r'}?::P:7i{<i usS.� ,":''" :r.,...3..t. .•.: :..<'hiiiii F7fYtrl72:::.ii?.7:Y.�?iax !..w4's;....:;.:.s ?:o: ':. c�r�l'F>isr,ii>.•r'a�i:�i^..d:°.•rl.:�°. 7MS IS'IC)MUM THAT;4fF,POUCIRS OP INSURANCE LISTED<BELOW TiAVL DIM ISSUM TO THE INSURED NAMIU)ABOVE POR THE POLICY PHRIOD INTITr=n, NOTWITHSTANDING ANY REQUIRIWUNT,TTi;L%(OR CONDITION OF ANY CONrNACT OR OTHER DOCUhff.NT 1 nli IIIi91`1iCT TO WHICH THIS CERTIFICATE MAY BR 1SSIMI)OR MAY PERTAIN, THE D;SURANCE AFT-ORDED BY THE POLICIES DESCkIN1i)11TRMN IS SLWBCT TO ALL•171fi TIii1MS, EXCIIISIONS ANU CONDITIONS OP SUCH POLICI134.LIKTS SHOWN MAY HAVE BIMN RL•DUCFI)IIY PAID Cuums. CO nTE OPINBURANCit POLICY KMER i'OLUT UMCTIVE rOLTCY EM'1RATI0 LTR DATE QIMA�M1 OATIt Ckfm lnfm LIINITS VibnRALLIABILITY 1080042480 08/01/00 08/01/01 QWKILALACGIIGCATB s2 000A00 CommmtCLALGENCRALUABILITY PRODUCTS.COMP/ODAGG b2 OOOIOOO CtAl1fS 1,W16 occult PP.RSONAL a ADV INIIlttY b 1 r 00 0 000 OWNER'S&COrfrkw1'OR'S Pun IIAC110CCUAR6NCC 21,000,000 rT�rnA�<AcetAro.�rR) S100 000 f M03 I-AP fan m rcmml 110,000 AfR'OMON11.8LTABILITV 1501693 102/24/00 02/2/4/01 10000,000 ANYAUIO COMKINHININCI.fiLIMR' S ALL O W NIiD AUTOS X!SCNLi'UULI{DAIJIOS DODLaIINJURY b —•IIIR A)AUTOS ` NON4"EDAUTOS IIODIf_YINICJkY b - — rlxo:pGRTY DAMAOR b AKACL LIABILITY AUTO ONLY•J A ACCatIIJT r ANY AUTO OTHER THAN AUTO ONLY: CII ACCIDENT b l ACCRI'rNj'R S E11c881LIA0u.rrY B2023068951 08/01/00 08/01/01 S-1CitOCC11RRRNL'I' SZ OOO)OOO XItIMBR6I.I.AROftM A_OGRf•Yf.\t'F. 2 OOO��OOO -1O1111?N'rIIAN UMBRELLA rOR.U, b WORIKSRS COMrrf(SATION AM TO BE DET r D 0 9/2 6/0 0 0 9/2 6/O 1 X Ia ^ u'ru• W/rLOYRRI'UA.&rLrrV '114kI1k(JM11;roW 500 000 ►AR'('Wi1S/h%hiCVrIVG iHf1 EL OfSII/1,9&POUCYLIMIT 11500..00O OR ICERS ARP' rX[L, R OISTJSG•r.A CNPI.OYRF 11500,000 OTHER I D=0tIPrION OF OrCRATIOMfi-OCA'r101%crvt;l l)Cl.fig/.9NCIAL lTEM3 CERTIFICATE IS EVIDENCE OF INSURANCE a ) w;«.,:. i:rt;;S r.7:e�e: ,:,t>:"q.k:o::..,.>.•:ii i`;<i7:;:.>k.yy��;'i�"'{yy yyl. lI�yy��,..{y�� '�� ..Y '•.1..... .'t :M,Gw:.i•1�1.' ':Ifl'r'.�I<..•.:i:..':�•i.::3::�•:. ^l":�ni::l:.:.�>.1: .:.....+n.:..,1...1..i+..M f•F:...n.ItYlMlh n t ••:h: >�. ...f (''���7(�� ,L, •'I...: ..(� K:If;i.;{n ,..ki.w.:M::W,. :.,,..,. .ao nn7rieiN�n3:rif.�:<�Yif^.i:.37iJ�li..^•:^�:3::!:....:'�:il•:i:i�:o:•nra�r�n. '•r?45:.�,1I;1� :,r"A .:3r,: f5'% ,a�i�iLa'• 'f''�tk..:�iMM:.:�,..z::s,�...�:r.'.•�.:�5�'aIs,t�:E•;:f'.,,,,e,.J':..�<'f4�:�?..�?.�K!�<:;.�r��:�:. BIIOULD ANY OF TDE ABOVE DFSCRIIIED 7`07.1CITA RF.CANC&l.Lkli EKFORKTfIY SXr11tAT10N DATE THEREOF,TDL WOW COMPANY WILL ENIIgAVOR T(MAIL � 3SL DAYS WRIPTEN WrI(:R'TO TIIII CMIrrIFjCATG 1towrtt NAMM TO TINE T. BUT TAILL•RR TO FFAIT,SUCLI NOTICE SUALL IMPOSE NO 011L1CA11ON OIRIAEILRY 21 N U!'ONimps COMPAM'. ITB ldwrq ON)tlT7tF3ENTATrm. AL/rllORI%hl) RF7'RI SEif^ r: .� rI;.y. ::r:' ,c:ra',:w:: r :..i:,:i.: v,':'1:{•;1 721: .�Son aJe EX 16 ~ SH A ♦/ ,c< 3'•'�f 'JpYa•iafilu,lllua /I�Iw:.:�Y+sn n,a;h'• >?.C�)I�D�•�.S>. .7�Y%, ) pp ..GI: :.l rl+r.._ .� ! :>f`::.iu,• :F�.� :i,a 1., <rl'!i>a•f+ :1 P'r.:k .,.j.. THE A The Town of Barnstable EUU&MAJ= °AM 9 Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: , e, /y/ Estimated Cost Address of Work: 6 ypW ARZ_✓�.► „(�� �� dos Owner's Name: Date of Application: &Z/ %O I hereby certify that: Registration is not required for the follow' g reason(s): Work exc ed by law ❑Job U er S1,000 �B ' ing not owner-occupied caner 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. 4d11 6 batV VCon4tractorame Registration No. OR ' D e Owner's Name q:forms:Affidav o <? 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