Loading...
HomeMy WebLinkAbout0046 GLEN ROAD lam. rr/ i�'..yV -- --- - - • ��I PI �� k ,po �O FUTURE SUNROOM AND DECK EX. �j DWELLING 1 ,5� ON TECHNO BH POST FOUNDATION SINK MBLU 288-021 ,co os 46 GLEN ROAD °o- HYANNIS, MA FOUNDATION AS UIL T PLAN MARONEY RESIDENCE, I CERTIFY sTHAT THE IMPROVEMENTS SHOWN OF 46 GLEN ROAD HAVE BEEN.LOCATED'�BY A FIELD SURVEY. �`�"� Assgc HYANNIS, MA o� tiG DATE: JUNE 27 2017 DRAWN:-,Res ROBB �, JOB #: S326 c SYKES SCALE: 1"=20' DWG. CPP No. 35418 H EASTBOUND 6-27-17 ��'��s�F�iSTE�``�� *LAND SURVEYING, INC. s, sJ P.O. BOX 442 ROBB SYKES, R LS. DA TE � N0 FORESTDALE, MA .02644 508-477-4511 . r t t'•I r c 136 CD ls IV n to D� p �1. e ♦ eond TN { : Imo' < f ' ` � .�. •. � ,� } � �� �� is ` (" X. AV- _ J6 _ 0 i ji '1 { t. m a t• op In `�. i �7,7 T .y ... E 0. LL O ♦ N � t V. p CL 0' 12 ba ' d,: '!- a �.....:...,:. . .... _ LL. x: N t' p cm ;:«,,.....ems._..-.�.�: ,:.., ..�.r.. .... ._..._..�...�_...,......�:.�,'' .. _ .._ _ ._.. . ...._. .. t .M1 techno ;, or Connecticut : .j�: t1 .T ^z ,�.:irt i'y'�ra'3�t4"'1^ en(• .:Y-.T'., .. WORKStTE;'SHEET' DATE: lone 2Tr`2d'17" Shiretown'Gass&.AJ0 inumJnc Dilivvry Address 186 Standish Avenue 46 Glen Rd P3yfru)uth, MA. 02360' F e of" roiect' Deck rcaf:. Q' GafY^a, Gd?o.. 81acx .Vixed.H. ". Act":Hxt`:, _ 1, P2 8G% 6x6 2 P2=8G ,10 X 6z6 1 P'i-SG' X 6x;6 2 P1-BG f1<0') °X _ 6z& �nstai: r°0 Miehel . G Strain 0!t bve D Keven .Mario [7'Ric?^acd' SKE,.CH=OF WORKS1TEi a , i.. ,. . t. tt .ems. _ MAPPIt'1O.OF POSTS # :! PSt; Depth ? #Type Soaring. 0 PSI, z; Deptt . #Type Bearing 1 1500 5 5 P2-81G !9 386tb : _. 2 ;1QOQ= 9. 2 5983tbs (0.-t7`' � 159831bs to'_ ra., L:s.witw. 1 }i 00 _, 66841bs _.,. t 5 1200 8 5_' QE-Bt£738=.ibs� /a " l.o ►:ca p 6 1.1400 J 6 2' P 1=8G =87851bs` r i } Signature-of instatier'' f a" a ENGINEERING&:STRUCTURAL LOADING INFORN�ATtON ROTARY HEAD: 212-,200 E COMPRESSION LOAD BEARING-ALLOWABt,E;LOAD1iVG CHART' TORQUE:PSI Mode1, 212 200 anci.Auger 500. ., 700 .98Q 1100 1300 1500 1700 190Q 290.0, Z301 (Helix)'sizes M COMPRESSION LOAD:LBS P�-GG 6":;. . 2482 3882 5283 6684 8085 N/A N/A' N/A. N/A; N/A .. �- .Y P1-8G 8x' 2482 36.82. 5283 6684 80$5 N/A' N/A N/A. N/A( NIA. f .ate. -. P3-.10G A' NIA:2482 3882 5283 6684 8085' N/A N/A NIA;.. NJra 4 P1 14G 14" 2482 3882, 5283 6684 8085 NIA N/A; N/A NIA', NIA E: P1 1fiG 1&'• 2482, 3$82 5283, 6684r. 8085 N/A. N/A;, NlA; N/A:.. 2482 , 3882 5283 6684 8085 9486 108.87 NIA NIA_ NIA PZ-8G 8" .; 2482 3882 5283 6684 8085 9486 10887 NIA N/A; NIA. P2-10G 10":.:` 2482 3882 5283 6684 8085 9486 90887 NIA. N/A NIA P2 12G 12 2482 3882 528.3 6684 8085 9486: 10887 NIA`. NlA. N/A P2-94G,14" 2482, 3882 5283 6684 t3085 9486 10887 NlA. NIA::, N/A PZ 16G. 1,fi" 2482 3882 5283 6684 80s5 948s 10887 N/A N/A MME �. P3 SG 8" 2482` 3882 5283 6684 8t)85 9486 10887 12288 93688' 15089 Ill P3 10G 3882 5283 668..,4 $085 9486 10887 12288 13688: 15089 � . K P3 12G 12"% 2482 3882 5283 6684 80$5 9486 i0887 12288' 13688. 15089 P3-16G '16": : 2482 3882 5283 6684 8085 9486 10887 12288 1368$ #5063 f i'3-18G 18" 2482 3882 5283 6684 80,85 9486, 10887 12288: 13688:; 15089 p3 24G 24`.` 2482. 3882 5283 6684 SQ85 9486 10887 i2288 13688 15089 1. . ..0 P4-8G' $' 2482 3882 5283 6684 8085 9486 ~10887. 12288 13688> 15089 P4-4QG: 10" 2482 3682 5283 6684 8085 948,6 ;:10887 12288`, 13fi$8 15089 ? P4-I2G 12" 2482; 3882 5283 6684 8085 ; 9486, 10887 '12288 13 089 Motes:Deptti ma "vary but as:sang as'the psi(torque)need to conforirt.;W th the;;holding.chart ani,also i heed to tie.bclow the frost line(ancorrlingiy to:the build' a== Y , the work will be done) i NIA Load.would he suporior to the structural capacity of the,p o' �0 M c�. N�ARG b ,�• r ! . � r a � a1000 3S . G o •pxxnh :�.. r1 . F fv . ►r 4,-� f 1 t .. W _ of t nnectiI.Icut I. . . _: ,66 Marion Ro4o: P 26317t 19 Cheshire Cr. U6910 sylvie(�technomp com . :: .. : Wi3RKSiTt~SHEET;' DATE.,June 27�',2t)17 'Shiret0ft Glass&„Aiurninum,,Inc. tielive Address. 486 Standis'.h,Av""eiiue :46 Gien Rd.. 'Plymouth, MA 02360 H annis,MA 4 T e of ra ect: Deck/roof ;;I Q Cate o, ... Black: ' Fixed.H. : Ad H Fait. 1 P2 8G X, sx6 ..: ; 2 P2=$G 10' x 6x6,. 1 P1 8G X 6x6 2 P1-8G 10' X: 6x6 _. tnstalier: ;Michel" S luairt CIDave Keven ario Cl'Richard. .. - SKETCH CDE WORKS!7 E �. 1. F. 11 g:.. .i j . .. _.. 11 .. .:: .... ..:. .. . . 91 _ .: ... :..: I.. I .. ..I I I �. — :+ 9 1 . .. .. ... 3 :'.. :: :. :. .. i � . 9 ... . I. . ;�# .... I �.� .. .11 I ..9 ­9 ....... I ::w:�: :9:. ... ...I � . � .1. . . � 91 11 —I ..99.:T 9 . :1.11. . 9 ... .. ..:.- € . 1. .. — .. I — I �.�.. . ..I #1 *-�' .. . . .. A g9 MAPPI G OF POSTS . 1. # PSI Depth #TypeIt # Psi pepth #Type Bearing 9. . 1 1540 5' S,'` P2=8G 2 1000.': 9' 2" P2" 10.' 9. `'3 1000 :' 9'-2 P2 10.'° 4 110t3 9. .:. P1. 10' k66841bs $ 1200 6' 51.'` P1` 10.' 73.84ibs 6 14{00 6.. F'1-8G 8785ibs1.1. , . : .11.. . .. . 5 .. . . . : -r .. .: .-::: 9. I. f ... .. .. 1. . . .. i I .... 9. .::, r ... ':x : F .. .... . . ... :.:.: .. d -. ........ .- ... .. ... - ... 91 .. ::. .. ... .. 9. . .. - :.€ . Sig atwre,, installe . .. .. .� . : tt6 — .9....� I.... �..� . . � 9� .9 . 9 . A- , 1 . ... _. . . . - i j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel BUILDING DEPT Application Health Division IJUN 01 017 Date Issued 6hq ? Conservation Division Application Fe J56 TOWN OF R-Ap �� Planning Dept. Permit Fee tcq�� Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis (}� Project Street AdP�l dress � Village � /�� �y� �µ'Qy' Address Zrl"C_ /H' Telephone Permit Request --..r-Al 5,ZZ� 0/9"77 el`c44 A /20 d' P-ZA n/ C.J Square feet: 1 st floor: existing proposed 1`1 L 2nd floor: existing proposed . Total new Zoning District �� Flood Plain Groundwater Overlay Project Valuation��D COD Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 0 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 Number of Bedrooms: existing _new BUILDING DEPT. Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other MAY 26 2017 Central Air: ❑Yes ❑ No Fireplaces: Existing New ;T�t�xis it g wo 7coal sto e: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes INo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �!` f�r �wY GA, Telephone Number Address PC 7,17 Aje-11 S 4 /fiv -r License # y -7L/ Home Improvement Contractor# f�C SS`^C7 Email <A.,V1, , (Zp S/ir ,�� {�a��� , ,cj,., Worker's Compensation # /l C, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /��' FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE t OWNER DATE OF INSPECTION: FOUNDATION �-/ FRAME �d� ire. I i • INSULATION FIREPLACE =' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . C o o Z, cu CD �.. cn CD r-4- w f Cn oa , r . En ro H rV - mg . n N bd vu o m Gh t . UCDt . ro �- ^I ti ham] b C] ON o r r4 CD Lf �.. Cl ko• _ •� i p. pi— i so 3 L1 WW G x` Lea. 41 77. r L.. .. ..... .. .... ... .. ..... __ .. .. d p� p JL�T .AJ �QS't�.ri [ rys.• 'Nh!41.tF0£CTWN LJ3URETAti1 lJ 3497I LAURET WJL.1.REtRJREAN,1!VST BB+iTT SURVEY _ - + si PRRPE83fONiU,tANp Sl1RVEY01i ONE i21:A71FY flii►T`Tt1E AME, [CAN SURVEYING ANY: BOVE;I4IORTGAGE INSi+ECTUDN 12fid AA3i4$tteat,WaRhem.•MX6 02451 ;(781}893 8477.: - _ BREPAREO PDR .. I P. +X7d«1 dv m urtyacs_ t N WNLCTION"AN>:IAJMCtAT®11QE r - lD!S NCI IOJiENRED OR AEPR6 W1''t�1��,�I'�SpeG�It3f1 P1�tt1 airEM OEACJuiD'oR"WRER71r VE SURVEY NO GARNERS WOW TOE,LOCATfON OF THE oEiiLilNAI CDR AT CGUNFYiiEf3i81RYDRoEEl3S T:Ff CANNOTBE USED F8R DWF�ttltti SH41MN HEAEON.EiTHF1t Noi<' 4 a �t3LJSH71J0 FENCE H>i7GE GR WASBVCOMPI}ANGEWITtfTHF LOCAL PLAN REFERE>ICE •ZT JILDINGUNESTHEIANDAS3HOWiR APPLICABiE;7ON1NCi.13YtAWS.Bi.,ER MAWNPERT�DWNOF ASSE3SOR8 RCt�N 19 EASEQ ON'CiJEN7 HJ3 SOT BEN CONSTRitG7LQ•WITH RE, �Wi!-1+ DATED SiiED INFOAMASION AND:MIRY 9E $PECTTI3NORIZONTALDIMEN5KMA` P IB IECT;`.TO'FunTHM OUTSAtES .il&liilE AiENiS[Mt1Y}OA iS EXERT n Ji1NGs;�ANDRIGYfl5OF t=ROM;VJO1A710w ENl CPCEMENTAG�RRGWER` 4Y,�Q A�Sp0A75t8lClTY 1S'�JC- 'IIQNUNDERA+IA55:ti,L7tT1EVI,CIikP ,.' tiDEQ}fEAEiNT11THE1ANOctEfi"dOA,SEC: 7. UNLESS`QTHERWISt "uUBIJ'cGl DWEtiffiJt31tE3fPlFt1DOD70NE 1 OCCkJPANT n 1S NCI Iwi�ND JVOTED OR$HOWN,MEREON A CQk StipWN ON NATJONAC ROOD INsuRANCE1+gp� gpp; BEIiEfRDED ..; 1=1RMATORY 1NSTAUMENT SUAVEY U13tJFilFNCERATE:RAitPDJ}TEb Z } :P 4. ,_; �D�►lSED iNHEN STRtJCTtlfl1:3 AfiE COMtSIIMY_PAttEL li o0 oae� SHOWN TO Be,i3OR'LEfiS FROM ��;PROPERTY.OR REOIf/RED ZBNi,NCa. FIELDED,ORA-: CHECKED _ DENT REF, SETBACK:UNEs' BY -. DATE' 2300; 2. 1 .�PGE.: .. .__. .......__ .... _........ _.__...... .. . ... .. . .. ...-. _ ..._.__ . ... _. ...._..... . ... 1. .... .......__.. _ -_ .. .... .....__.... ....._ . _. .. . . .. . _.. _.. ......__. . .... .. __ ...__.._... ... .. :... .... .. _ ...... __ ..... .. ._ ._.... _::_ . ....... . . _ _ _. _. -1. . .-I. ... - , I x .1 I - : :�: 1111 I I I I .. v ....., :.....-:,.. :; - ,.. :. -' �s!I �Y t?G t�lUl'Y et r atC4"f. ttittlfYTt7E�t C1i7 �. tip . -. ORDER FORM' : 2 B-SC GREAT CdbCjM'PiCTORiAL :t7(7AY'a'iNG'PACE, I. NAMt fNC3NE Niitvfl?ER sAt i sMAN STEP ATTActat¢p TQ%WALL E1G t3tcxi~r ..1-I::.:I1..-,I-..-,.-.1�:I,,I�"��.I��.:--�.:.*I:�"--,:..,I,I..�.-,�:.,I----�.,,-� CHOOSE CORRECT ROOF ,.: ACHMESUT ROOF O N ANQ SPECIFY REOVC-$TEO-DIMENSIQNS l`—R0,01f'IV keneYH'l-, i s3ae 1�4NOTH-, 9 STEP 2; - 'q COMPLETE PICTORIAL pRAVY1NGS RtiOP PITH r I f (SHQW LOCAT{ON OF At L V nNOOwS !GH WAkt i pOdt GLASS TRANSQMS :GLASS w IGHY €n•'s2 Ro tdEGHz. KICK PANES ELECTRIC w CHANNELSI, {It, Qtttewsd hEiGtiT , stEIGH���—HT UN ER rxddn;w ti ba dui9i �rtod OVERHANG- RLEASE GtiECt< Il LENGTfiS;,ARE EXACT og'saeGred Es}+tsg 9 . OR ADJUSTABLE;TO SOtT VlitVpC3W i I� - - -�PEClt�`BEkON - '• 4AYOUT IF ADJUSTA9t E CHECK PLUu� HEl' ` OR MINUS AND SPECIFY v l Ow Ovt fiN iMG SIZE SEEP 2Aoi p ELEVATION ABOVE SEA LEVEL. hSSL (AT PROJECT LOCATIONS} - IH °` F( - STEP 3 ROt?! PANEL 20UF KtT LENGTHS x' b/ . P __ E C $From Gr morn kst pncG sh> ts} d r j� I. IvJ , ' (� I ti ,a I /�, � }} i ti a[ ^`0'f" ttgTE STA33DAR0 GLA 50 , -� ' .. i . , i �, ARE A.MLA,I Foil a t .x. „�,'' .. WTCH Rt}QMIS C� S 1 4 . '^.�y'L & £flRt7ER.DSiN"PRE�OESI�O - . �G C'J� ROOM AA�'t3{6i3) '� �' a uaaaRt posr a au 1.)4 4—. , kpfmEvARii W',rr Rac ra zE a?u� �* TRAMSDM AR : canixirre3acNa f,d {i2"riEQH} ig i c WMDOW AREA , ' i I t> 4 10"rttGH), STEP 3A:.WtNtSttYt; ".a I i f4ttK.PAAtEk AREA t C3PTIQiS: tyy-stc i g aHH S A., s?cx xfty Ksz.tnt. CtjC 4 f t 1 `�,,� E. st a t cwan�Y I rs s t { 1 5 standa.dticrtw"W"F - '� ` t- { '.:; i �'G ',aCr"` 'I 42. ftcv¢FYye*!rni3tW°ux ieRl _ l '"� ?�- -{ 0-aUai � t I x NOT£ RE�I€RSE tt6ER 18 3S9 AiORE THAN STD x � - t.2a gyp l DUAL'SLIDER I$ S35 MORE 1HAN STf IF 1 OU DO I s ' �}' ��,,` NOT SPEGtFY EACH'NtNDti'N TYPE`Y tU WLL �, lt'c�. '�• a.: y.�7 c3•as4�. RECtIV£5'ANtlARD. �`�/' ¢a ',STEP 4:,GLASS SEU:Ctit34 $CHECK ApPLICABLE 80X FOR.EACH,NC.. I f Gi Ass capE t Stagg calf 2aI ass cQpE zx ;+;LAss con..- cuss+ t.OLAZE.ceae�e c CLEAR CLEAR t MG S1 k1C 556 &iNGLE GI A2)NG tMSUtATED `� ZCNT"ti'ALt _""'_.'_'_i t GAS s '..''. ..i.,.:. ' PIGHT-GSA tE STEP 5 A DOOE2 titfiGiNG'$SPECiflt i OR EAGhi €, ,iN t2QOMi NC3TES , tW AT£D 2`%,OR 3 fT INSONG:.OUTSIMNG O�D''-O^�RS. MtNIMUm sIDE Va LL HQGHT,To FIT t,00OR � ,. iPJ `RC7 S{I2I :`&: l_.. } kl� 7 3 I I (tNCkVOING 4 i. '....f Fj AT#1... t .. 1 EXTERtOR:' EXTERIOR EXTERIOR EXT,ERICR 2. M7N9MUM.SIDE MtL HEJdk TO FIT,STOCK B.3• T ttUT S6"ttNG S€NCI€GLA2E STORM DOQRS`MAY'E REVERSE sct+Ss,TAANSOMS S e 2 seer'{tNckuaEs .era R t $Y INSTALf ER:(BItT THEY $Wtt#G:DUT DNLYI } P�XDCN, `-to 68' KtC SANE. I2EICHTt AT A IP2 12 . C ALUMINUM SLOING DOOMS CAN`. REVERSED SY it#STRLCER. t STEP 6;. I ""' CROSS HATCH AREAS Ot3 DRr°1iNG 1NHlGH:ARE T€I - $.l IA11ttL PANEL.(23ItA 3 STEP 14} ft3Riw 23aB SC f404 _.. . ... . . . .. .... .. : . P.7 .... . _ .. .- .. .__ .. _ .. .. __ .. _ _ _. .._ . _ __ _.. .. .. .... _. __ _ . 1. 1. __ _ _._._..... _ .. ___._ _ _ __ .... __ _ _. _ _..._ ..__ -�� 230 SUN & SHA[?E RQOM; CATHEDRAL QESIGN RO-F PANEL N4-114" 01 S IAJALUM:ViIiTH"H BEAMS ENGINEERING &STRUCTURt L L,ADING INFORMATION %05 VETERAi�(S`MEMQRiALHIM! HOLBRQOK N Y.1174'1 EF..FECTIVE DATE'6 02 LD MAXIMUM MAXIMUM MAXIMUM END'WALL PROJECTION-.ALLOVifABLE LOADING CHART FRONT WAIL LIVE 11 ftClOF oRD rN Kcnvi? WIND OAD EJ{P,SURE B;{REStDENTiAL IN KFNHR,) LENGTH'.. GOVERNED BY 3.05 m1. 3`_35'm, 3.66"m &9fi.,m 4.27 m, 4 88 m;. 5 49 m 610,m 6 71 m 7 32 m ' 3 6fi m a)r At tmiiinna eFxM'.. 537 249 391? (,233) 293 233:• 244 233 195: 201 122- 177;. 88 ."153 63: 137,. ::49 129) 39 165 I Exaosu-'A,' n a j,-1 NUM&STEM 854 , 249 708. 249. SKI 233 488, 233 391', 233,.:289 .= 1T1 225t 122 2119, 98 185 73• 177 REDUCE tiMMR ev trti; C)txAW)d1rtUM 13F.AM ,; 1367,'(.249) t123; (249) 928 (233`:) 761 U233,), 683:: (257 40 (°249"�317 (233',)•,220`,{225)..fT1 (.20.9,), 137 (•201) �I OR DtPOuURE Dwtrm D}raLUMWuaa 8 sTEEI 732' .225 •942 {225t :289 225' 220 (225}' 171:: '201 112, 177 '1 '153 59:: 129,) :44 (129 34. ':105) 4.27 m A)rAL,WWMSEAM 488, 225 _¢10., 225„ 488 225)' 05 ::-225 342 22S 220 225, 146, 225• 112' ,209. 88' 185' 63 177 REouCE•"KryNR 8Y,72; CI tYALftpnNUMeEMt' 4430 ;(225) 7001:, (225)F d30 (225:;) 708 (-;7?S) 688`(225)` 91 {225") 289 .(225•.195 (125 j :1¢6 'f 209. 71T (i201) 4:88 m a)TALUMiNVMsEAM d39_ n209,. '31T' {209; 244 .209; t95 =209 146`: 20t ,:r'98 177 68 "(353) 49 129 39 119. Z9 r.105 mtExaomp Dwu+u StThlluEiNUMBStEEi`. 659 `•:209 $37-: 209r 439..(209 366 "209 317. 209 195209 137 20$. '' 201. • .;73 177= 59`, :161 REnt 9 )TntuMiN uMtiEAln 766 .209-) 766� (209") 792; (209:):610' (:20s y 513;:{209 342 9m 244" '{�208).101. (209 137 1?09:,) (:i201) (.T 12ALUM1, . a UweeAu > 1.391 20t 293< 201. 220• ';201 171 (i241 y 127.': 185 88 18Ti' 63 ]37 44< 129 34 113: its 05 E)cr'OSItRE'D WIND e)7=uUMuiirMsstri:. 596. 201 513;: 201••, 415 201. 342 .20t 293-... 201 Jt 201 727< -201 93...: 185)- 68 {76.�: 54 (`153 REnucE CMrttR BY64` c),ruUMrtat)MBeAat- 596 (2Q1) 598:' (201:), 596 (ZOt;.).561 201) 4fi4:�::{2Qt)'.3.77 (201�;) 220.r.{_201,) i61;�. (201)`;{�22� (,20:1:), 98. (,=201) �I . S;tO m A rALu4imJ MAM '342 1.7T 269 1TT 210 (1..- 161 (?.177 1T1 ih" 83 {161' 59 {,13T 44'.. 129 29 113: 24 .<i105 j.. ( oREXpOSUREDN7Ftd-8)TN1/Mi4UMaSTEEL 474 .f7T d74" 177 391 ,17T' 3'I7 A77 269.:: 177' 171, ;177: 122' .177 83: :j77 :63 i61 49 :153} . REDUCEKMIHR SY56;CjtrAIUMiNUMSEAM : ,.47a 177),,474,•(177 j 474':(177::) 474 ,(,:777) 439.;,(,177` 293r.(177.'.) 205, (;77;) 146;:{;177) 107 (;177,) 83„('.17T) '- 6;7' m n)TALUMiNLIMeEAM 317 161), .244'' 161 195 •761 t51 161 11T.;: 1461 : ::78 753;. 154 137 39;. •129 29 1g3f 24 105 ariFxeosuREowfrto 8)T.AIUMINUMESTF�4 391 161 391 161 366" 161'`} 283 ':161< 244 161.: 181 16?.. t0T_ .t61 78 :'161_ 59 `�753. 44 .:137 i REOUCE�K6tMR,6Y AB;_L.7 trALittdPlUtr18EAM:: ,39t '('•, . '39 991:,::(16t 391 '{161:3: 391 {:,:761} 391:;.(181•)!244 (161.�) 195`,'('161) 73T (,161 103. (16t_i) 78 ,(?.161) ... ..i 7 32 m• `:'A)r AIUMtNW OEAM 293 f 53 `234, 153 187 i53:• i42 53 112;:: 153 73 (;t53 d9 137 .34': 129 , %:24 .''113'4 Zfl 105 oraEXRosutDwtnm e)TuuMINUM8S7EEt 322 759 "322 : 153- 322 "153 269 "i53 220::: 153. 146 153 98, 153 73:: %153 -:49' (rt53 39',(a137 ttEgttcEKAt HR DYea "c)tratva iuMeEaM i 322 I :153) 322:> :153 j 322 "'(153: 322 (153):322 153: 22D, 1534 171 (:153•" 422 (,153).i;98,'(153, 73 As ' - RtAhHkUM1t n . 2;-�-� 2 3/8 r-l ALUWNUM i g x 3•ROOF TUBEBEAM ss7mg PN 7T$ BEN�t ROOF PAIJQ .3 971,, -,PRIMF�'$TEF1 per FT TUBE 1NS,ERT •- w 71/8 - 2X6X3/1S 12'L .:."IT M: pp '•�-�'BFJtMPOSTAs78P132U , ; WALl9A21bs .ON 12LW HEIGHT GOOD FOR 57 PSF F , QfJ 74 X2d ROOM ... q ... r. WITH AMAXIMUM 1�,{y, i`y ( H PAST HEIGHT OF 11-0' "'�H'Ll �tpF . tp" .QECTRIC H Y:. >-' .::. 's ' y t 7r *' L r n V r" s 'Y 1. .i+°,,,i in, t to h 2.af' ;. r a! .- i �` Rz 3'''S {.C.,,C' a "'1 Tr ':. t t riin ie >� ) s $ s S �"=' o- + i 'rs y �,.,,FF }. .aa�m ti _.:7t t cT'j'-c+' (v t ;,.,y �. ^.�;a{,X. y `;i #� f °'�. r �" ^,rf xo:moe ^.�;:. `�$ n' S.'^...,3!,(/ ..''�^'y°" ' .. Lr �s-+ , �, ,wr''4..•j, Id :a! i ,?-ta ., r ; ;,;�`� }` p ,tea 'S. .-. ALABAMA _ NA ARKANSAS. CAUFORNIA COLORADOj. :CONNECTICUT DEI 11WARE FLORIOA GEORGIA IDr I n uNOts O' tr i c x Jr. -x_r-.n-.:.`F [.` .. azNi-t $.for-vr.c +'�i j.,'s / ��� ` .. `yew ' rOWA , SAS:,- KF3JtllCRY lDtJ1S1ANA NAWE RYIAIVD L*!,, CHItS'T CHtGAFJ MINNES07A ,_ ,�ayuC.. �.c+ � .s a u�q q''tki,ti::+. :r"'•.•� - Gea &41vw M1SS4UW et'drat Y e,;ae* „va�ei• R3 AFds �S 'r.,w,,�„A(q. t'�t`^F' ' g4 t 4iaasr:F `" .vnna s `,� Y'j ,� } Ran ; �•+ ` `t i'p . : ~ , •M,,,�,. 4 �+ ('' "` LY"'e�•„ w.tzf' �+u rrp: .? ru'4ti� �i .++ir+ 'erle+.. ..,.�aam.+ .:.:. *.r ', '�1r",'SF.f :,N,'x!"L/ .� MOP } F MONtANA NLM NEW HAMPSt tRE .NEW'}ERSEY:::NEW MEXtCO NEW YORK,::NORTHCAROUN NORirIOAtcorA:; _ 'OKI/+HO: - ieddy, :: :.xn t 1.. ,h - r ;- }t ut t.asm f, t NOTES: ,+ .' ` ` 1)RIDGE BEAMS TO BE 7TB 7T8 WITH STEEL•OR 121W OREGON 1?ENNSYLVANIA PU RTO RICO RHO DE IStJ1ND SOUTH CAROt1N/i SOUTH DAKO' 2}ALUMINUMALLDY 15,8005•T5r. . . 3)"DEAD L04D OF ROOF SYSTEM!S 11 5T KG/M r-,,�+ a �`S, r ,1 J i.�+l c P"a'"°47e 4j'WIND SPA$ARE SASED ON EXPOSURE B l!ELOCiTY PRES.S,URFS: ? x { c} :r 5 ( , 7 >::. < FOR EXPpSURE C(D):SUI3TRAGT 30(20)rnph:FROM PROVIDED WINO SPEEO: *,qcs,-,,,: s .� z i'�'�ta ) :.� r. '',�",t. sa (_. � w �, 6j ALL UNITS SHOWN,ON`THiS A4GE ARE ACCEi?TABLE FOR CONSTRUCTION IN :._ �°'41.•4" - ti ,,..r ,,.. ., t 'SE)SMIC ZO.j4E 4 - f i w"<. r. o^a fi)A LOCAL PROFESSIONALENGINEr.FR 5HOUI D`DETEr.RMtNE THE SITE';SPECIFIC TENNESSEE TEXAS' WTAH VERMONT nRctNw WAStNNGTOR lOAD6JG AND PERFORM gNYAOD)TIONAL NECESSARYY6ALCULATIONS WHICH - t MAYINCLUD6RAINIMUMDESIGNLOADSREQUlREDBVLOCALMUIVICIRLLRIFS­ iti 3 OR ANY DRIFTING"OR l'1N$AIANCED SNOW LOADS PRODUCED 8Y ADJACENT-' J . t a :: 'C1. .STRUCTURES, j gd „44 ( ; t " ' 7)iH S SUMMARY PERTAINSTO THE,, . CTURAI'INTEGRRY OF OUR UNIT UP 7O Mr Q * THE CONNECTIONS O THE EX)STIN6 STRUCTURE AND/ORANY NEW wEST viRGINu : 001866Ns NIYOMING �� THE CONNECTydNS TO THE MSTING RNDIORANY LAEW D.C. _ ;: CONSTRUCTION MUST BE ANALYZEDACCORDlNG70CQNDITIONSs$PECiFtCTO i . :: EACH JOB BY ALOCRLPROFESSIONALENG{tVEER 8)ENGM]EERS',CERTIFICATION'ILAWRENCEFISCHERCERTIfYFHRT'THESE, ENGINEERING SPECIFICATIOPIS HAVE BEEN PREfitRED(/NOER MY bIRECT. " .. '.: .. .... .. SUP - .. ERVISfONAND THAT I AM AREGISTERED PROFESStONAI ENGINEER W.-TH-6 _ 1. .:STA7ES.SHOWN. 1. ' . FILE METRIG3s:CDR.: 45 .' *��C'Crctzde fa-T3�06d icorzstrac�tion i�i �3i43i I37i�r iAreccs; as :aehseshecs farG�aplIance s� Frr x�r �zo � : eest es � understand if a new home is boil 'then the American FGrest:and Paper Association " a tarn in a xlo mph wind-zone. Construction R?anua"l can be used to rescr tzvel &PA� Wood Frarrte that zri some cases the lame can be framed e Y design it I also understand meets certain re wire P r the FC1V1 zoo mph wide, it . q eatsncludzng but not lz_� ted to as ect ratio number of s ©xies, and eposur� sate o p , roofheght,: g rY CB) T have heard that Massachusetts, As a "modified" checklist that can be used znstearl of th the Guide. js this duen T e checklist at th'e end of d hat can yeu tell rze about thz �dzf ed" chec��lst? Aser: You are'correct on the ztes that ;ou hav checklist zn.several zmportan ways The versi e noted. MA has xnocizfied the to;and.zncludzng.8 zn 12 to nat be "counte,d" as a st allows a roof With,a pitch up. steel hold downs-and s traps i .many Iocatians if, f ' Furth er rt does not re°quire defined' the MA checklist Further :if the. helght sheathing 1s used as building will have ;furrzrg strips znsfailed zn the ceiling abutting the gable wall'then 2 s eelrng J bzsts are not regtured There are other clan 'e 4 znstaIled:on top of the noted here g s as well that were not The MA versran of the:che , ,,Rst was formulate regarded framingetb ads used zn NlA for many axs anco d on of the hz hl g Y ,. been used zn North Carolina aver the- r ast:Y' wgod framing that has well zn severe:hurricane' 'eatler iri tha state to �5 yearsvhzclz has performed Answers to I~AQ§,' opisitoti;S of the �Stafi`and do not reflecr official cos the BBRs. _, itioas ar code iaterpretattoii5=of i r .... : ... :-. .... r _. ti .: AWC Gttzde fo yYdort C`4frsfrzzcf107 zzx HzbQlt FYii rl�4Peas, IIQ mph indZone lass �hse sec } ' fay �mFace(7$o cts3or Check Wind Speed';{3 sec;,gust) mpliance. Wind Exposure.Cate:gory Co 110mph APPLtCA81L1t, ;; .,8 Number of Stones(a roof which exceed$8 rn 12 slvpe:shall be consid.'ered a sto, a. Roaf,Pitch (Fig:2} ry) stones�2.stones dean Roof'n.�rgh� - BQ ding\Mdth W : {Frg 2) 13' surldiri g Length, L ft is 80' / ct Petra(LMI} (Fig 3) Nominal Hei ft ` 80' Buriding Aspe ght of 7aiiesf Opening S 3:1 FRA1VflNG CQNtdECTi0A15= Generar compliance with rramJng conn'ecaons (Table:2) 21 i=OUNDATIQt FoundatromWalls meeting requiremen(s or 784:CMR 5404.1. Concrete: Concrete<Masonry 2:2 ANCHORAGE TO.FOUNDATION� - 5/8"�,nchar Bolts imbedded or:0/8"Proprietary Mechanical Anchors as an afterriative In concrete only Bolt Spacing general (Table 4)Bolt Spacing fromendfortit of platein Boft Embedmenf concrete 09 5) Bolt Ernt3edment-.masonY mg.5) Plate Washer, (FIg;:S) $in: 'T (Frg'5) 3,.f.' FLOORS Floor fcammg member spans checked.; hAa rrnum Floor Omens�on (per 780 CMR Chaptei periing Dr 55) r-uil Height Watt Studs.at Floor Openings less than 2'from mum: (Exteor WaIi(Pig12' Maxi Floor Joist Setbacks Supporting°Loadbearing Waps.ar'Stearwalls F( rg 7) MAXIMUM Canfhvered F(oorJoists Suppon ngioadbeanng Walls or Shearwall Fi 8} Floor BfaCf g,at Endwalls ( 9 { Floor Sheathihg T (F'g. 9) Ype (per'.780 CMR Floor Slaeathing'Th+ckness Chaptef65} Floor Sheathing;Fastening (per.T80 CMR:'Chapter'55} 3 i /� n (Table 2}. n. :Id ,,d nails at.,�ln edge/ � + e _ _ 4.1.,WALLS; WW Height Lo2dbearlrig walls Non=Loadt;eann w"ils (Fr9 it)and Table 5) g (Fr9 1 ;•and 7a'bie 5) `1Vali Stud Spacing Fr 10 and Tab Wall Story Offsets ( g ae 5} ... in.s 24"o i ft s:d 4.2 TERIOR WALLS' Wood Studs Loa- ear rig.walls Cra Non:Loadbeanng walls ble 5) 2x L ft :,In. Gable End Wali Bracing i; (1 able 5) 2x ft Full Height Endwall Studs. WSP:Affrc FI`oor Len'fh (rig 10). Gypsum Ceiling Length(If WSP not used (Frg 11}`• ft aW/3 (Frg 11), __ff 0.9VG -�� rid 2 X 4Cantintlous Lateral"Brace @ 6 ft o c ,. �F�g 1 t},; qr 1 x 3 berirng furring strips,@ 18"spacing thin:with 2 X 4:bioekrn Double Top Plate:: 9 @ 4 ft,.spacingan end:Jorst or truss bays_ Spice t ength Splsce Connebtion, no.a {ri913 and Table 6) .... (, ,,1fd camrnon nails) ,;(Table ft 6) •-� i-tom 6 � 1 � • • - a - s - e r s �i r Ezo 0000—'. ........... DIVISION: 07 00 00-THERMAL AND,MOISTURE PROTECTION SECTION:07.4.0'00 ROOFING AND SIDING.PANELS REPORT HOLDER. k FOUR SEASONS SOLAR PRODUCTS t 5005 VETERANS MEMORIAL4HIGHWAY HOLBROOK, NEW PORK 1;1741 > 4 z r EVALUATION`SUBJECT: ' WEAT'HERLOCKII LAMINATED:FOAM ROOF PANELS j v icc acc. 1cc .1 PM ,G - LISTED Look for the trusted marks of Conformity! ' 10►A►"2014 Recipient of Prestigious Western States Seismic Policy Council 1 WSSPC Award in Excellence" CODECOUNCu. � � � A Subsidiary of cooEcouacfc ICC ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as �SOlfEC 1TOS3 P to any finding or other matter in this report, or as to any product covered by the report. U,.rctn-a-�Y Am"OCCI ai000. Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. ES NEEK . , IMES Evaluation Report ESR-2444 Reissued May 2017 This report is subject to renewal May 2018. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®. DIVISION:07 00 00—THERMAL AND MOISTURE The panels with aluminum facing on both faces have a. PROTECTION Class B roof classification in accordance with ASTM ;Section:07 40 00—Roofing and Siding Panels E108. In order to achieve a Class B roof classification, the maximum roof slope must not exceed 1:12(8.3 percent). REPORT HOLDER: 3.2 Materials: FOUR SEASONS SOLAR PRODUCTS 3.2.1 Panel Core: The core material is expanded 5005 VETERANS MEMORIAL HIGHWAY polystyrene (EPS) foam plastic board complying with HOLBROOK,NEW YORK 11741 ASTM C578 having a nominal density of either 1.0 pcf. (631)563-4000 s a (16 kg/m )or 1.5 pcf(24.0 kg/m ).The board is supplied by www.fourseasonssunrooms.com the manufacturer identified in the approved quality alexs(&-fourseasonssunrooms.com documentation. The foam plastic has a flame-spread index of 25 or less and a maximum smoke-developed index of EVALUATION SUBJECT: 450 or less when tested in accordance with ASTM E84, and is listed with an approved agency. ;WEATHERLOCK II LAMINATED FOAM ROOF PANELS 3.2.2 Panel Facings: 1.0 EVALUATION SCOPE 3.2.2.1 Aluminum: The aluminum facing material off Compliance with the following codes: the panels is 3105-1-1254 aluminum with a nominal ® thickness of 0.024 inch (0.61 mm) and a minimum base- metal 2015,2012 and 2009 International Building Code (IBC) .- metal thickness of 0.022 (0.56 mm). The minimum tensile ■ 2015, 2012 and 2009 International Residential Code® ultimate and yield strengths of the panel facings: are (IRC) 23.5 ksi(162 MPa)and 19.5 ksi(134 MPa), respectively.:,, Properties evaluated: 3.2.2.2 OSB: The oriented strand board (OSB) facer ■ Structural adhered to the foam plastic core is 7/1r,-inch-thick (11.1 mm), Exposure 1 sheathing, 24/16 rated, complying ■.Fire resistance with U.S. DOC PS 2 and is manufactured by an approved 2.0 USES supplier noted in the approved quality documentation.'The The Weatherlock II laminated foam roof panels described strength axis of the OSB board must be parallel to the in this report are used as structural roof panels of patio panel's length. No splices are permitted on the OSB. covers complying with Appendix I of the IBC and Appendix 3.2.3 Panel Adhesive: The panel facings are factory- H of the IRC. laminated to the panel core with an adhesive,described in the 3.0 DESCRIPTION approved quality documentation that is a Type Il, Class.2, adhesive complying with the ICC-ES Acceptance Criteria 3.4 General: for Sandwich Panel Adhesives (AC05). The adhesive is The Weatherlock II laminated foam roof panels are factory- recognized in a current ICC-ES evaluation report. laminated sandwich panels consisting of either aluminum 3.2.4 Fasteners: Fasteners used to attach the panels to facing,on both sides of a foam plastic core, or aluminum underlying supports must be 1/4-inch-diameter (6.4 mm) facing on the bottom face and oriented strand board (OSB) steel fasteners installed with a 11/4-inch-outside-diameter facing on the opposite face of a foam plastic core. The (32 mm)corrosion-resistant steel washer. panels have nominal thicknesses of 3 inches (76 mm), .4.25 inches (108 mm), and 7 inches (178 mm), are 3.2.5 Splines: The I-shaped aluminum splines are made :46.25 inches wide (1175 mm), and have a maximum from 0.080-inch-thick (2.0 mm) 6065-T6 or 6063-T6 length of 24 feet(7.32 m). The aluminum facers are formed aluminum having 3-inch-wide(76 mm)flanges and webs.of. into'a tongue-and-groove configuration at the longitudinal various depths to match the appropriate roof panel edges. The OSB facers have square edges. The panels thickness. See Figure 1 for a drawing of a typical aluminum Tay be installed with optional aluminum splines. spline or mullion. /CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed IN as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright®2017 ICC Evaluation Service,LLC. All rights reserved. Pagel of 6 ESR-2444 I Most Widely Accepted and Trusted Page 2 of 6 4.0 DESIGN AND INSTALLATION 5.0 CONDITIONS OF USE 4.1 Design: The Weatherlock II laminated foam roof panels described For use in allowable stress design, the allowable uniform in this report comply with, or are suitable alternatives to gravity downward (live or snow)and upward wind loads for what is specified in, those codes listed in Section 1.0 of the panels used as roof panels are as set forth in Tables 1 this report,subject to the following conditions. and 2. The tabulated loads are the allowable total 5.1 Panel fabrication, identification and installation must transverse loads for the panels, which must be greater comply with this report and the manufacturer's than the applied loads determined in accordance with the published installation instructions. In the event of code, including the load combinations in IBC Section 1605. conflicts between this report and the manufacturer's Use of the panels to resist any other load conditions(such published instructions,this report governs. as axial compression or tension forces due to horizontal 5.2 The panels are limited to use as roof panels of patio - wind loads, or use as a roof diaphragm to resist in-plane covers regulated under Appendix I of the IBC and seismic or horizontal-wind loads) is outside the scope of Appendix H of the IRC. this report. When panels are installed in accordance with the IRC, an engineered design is required in accordance 5.3 Panel connections to the supporting structure must.be with IRC Section R301.1.3. designed in accordance with the applicable code. 4.2 Installation: 5.4 The remaining portions of the structure must be 4.2.1 General: The panels must be installed as the roof designed and constructed in accordance with the of the patio cover with the panel length perpendicular to applicable code. the supporting members and continuous in the direction 5.5 Calculations and drawings demonstrating compliance of the roof slope, without transverse joints. The roof panel with this report must be submitted to the code official longitudinal seam• must be located a minimum of for approval. The calculations and drawings must be 29.5 inches (749 mm) from the inside face of the wall prepared by a registered design professional where parallel to the panel length. A thermal barrier as specified required by the statutes of the jurisdiction in which the by the code is not required to be installed in the interior of project is to be constructed. the patio cover structure. Exposed edges of the foam core 5.6 Justification must be submitted to the code official must be covered with aluminum fascia. The panels must ' demonstrating that the OSB faced panels with the be installed with a minimum roof slope as indicated in roof covering intended for each project comply as:a Footnote 4 of Tables 1 and 2. Supports at each end of the Class v i or t roof assembly as required by IBC panel span must be provided to the panels and splines, as Sections 1505 and roof as, or IRC Section required by with applicable, with a minimum of 1-inch-wide (25.4 mm) the classification complying with the minimum continuous bearing width, to provide support for panels classification requirements for the building. that are subjected to gravity loads, upward and downward wind loads. As an alternative to restraining the panels that 5.7 The roof panels are manufactured at 5005 Veterans ,are: subjected to wind uplift loads, the panels must be Memorial Highway, Holbrook, New York, under::a fastened in accordance with Footnote 3 of Tables 1 and 2 quality-control program with inspections by ICC-ES.,. of this report. The installation details must be substantiated 6.0 EVIDENCE SUBMITTED to the satisfaction of the code official. 42.2 Installation with Splines: Panels including 6.1 Data in accordance with the ICC-ES Acceptance aluminum splines, as described in Section 3.2.5 of this Criteria for Sandwich Panels (AC04), dated February report, must be installed in accordance with Section 4.2.1 2012(editorially revised July 2015). of this report and must be fastened to the flanges of the 6.2 Data in accordance with the ICC-ES Acceptance I-shaped spline on the exterior and interior side of the Criteria for Foam Plastic Insulation (AC12), dated aluminum or OSB facings, using No. 8 stainless steel self- June 2015(editorially revised May 2016). drilling screws spaced 12 inches(305 mm)on center. 7,0 IDENTIFICATION 4.2.3 OSB and Aluminum Faced Panels: Panels having A label must be affixed to each panel and aluminum spline; OSB facing on the exterior side and aluminum facing on bearing the company name(Four Seasons Solar Products), the interior side must be installed in accordance with and the evaluation report number(ESR-2444). Sections 4.2.1 and 4.2.2 of this report, as applicable. The 0S13 facer must be exposed to the exterior side. A roof covering, including roof underlayment, complying with Chapter 15 of the IBC or Chapter 9 of the IRC, as applicable, must be installed on the OSB side of the panels. ESR-2444 Most Widely Accepted and Trusted Page 3 of 6 TABLE 1—ALLOWABLE SPANS FOR ALUMINUM FACED PANELS Allowable Span Table and Uplift Fastener Spacing 3.0 inch-0.024"-1.0 cf EPS-0.024" - with Mullions Loading Type Applied Pressure for Design Minimum 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf Panel Slope (Per Foot of Pro'ection(4) Live 1 T-9" 13' 10" _ '/e'/foot Wind' U ward 19'-0" 16'-2" 14'-4" 13'-1" 12'0' 10'-11" 9'-6" 8'-5" T-7 6-10" n/a Wind- Downward 17'-9" 15'-5" 13'-10" 12'-8" 11'-8" 10'-4" 9'-l" 8'-1" T-3" 6'-8" n/a Snow 12'-8" 11'-4" 10'5" 9'-8" 9'-1" 8'7" 8'-1" T-91, /foot Fastener Spacing for 12" 11" 9" 7" 6" 6" 5" 5" 5" 5" Uplift Wind Loads 3.0 inch 0.024"-1.0 cf EPS-0.024" - without Mullions Loading Type Applied Pressure for Desig n 10 psf 15 sf 20 sf 25 sf 30 sf 35 sf 40 sf 45 sf 50 sf 55 sf Live 16'-0 122 -r R4 = 3/8" foot Wind(Upward) 17'-0" 14'-4" 12'-7" 11'-4" 9'-5" 8'-0" T-0" 6'-2" 5'-7" 5'-1" n/a Wind' Downward 16'-0" 13'-8" 12'-2" 10'-8" 8'-11" T-8" 6'-9" 6'-0" 5'-5" 4'-11" n/a , . Snow 11'-0" 9'-11" 9'-1" 8'-5" T-10" 7'-2" 6'-6" 5'-11" '/Z?,/foot �,,,.. :;r2-- -_ ,F�..__ lu;=at a- Fastener Spacing")for Uplift Wind Loads 12 12" 10" 8" 8" 7" 7" 6" 6" 6" 3.0 inch-0:024"-1.5 cf EPS-0.024" - with Mullions Loading Type Applied Pressure for Design 10 psf 15 psf 20 psf 25 sf 30 sf 35 sf 40 psf 45 psf 50 psf 55 psf Live 17'-6 _ .> 13'-11" _ 3 Wind(Upward) 18'-11" 16-2" 14'-5" 13'-3" 12'-4" 11'-7" 11'-0" 10'-5" 10'-0" 9'-4" n/a " Wind Downward 17'-6" 164" 13'-11" 12'-10" 12'-0" 11'-4" 10'-9" 10'-3" 9'-10" 9.4. Na Snow 13'-4" 12'-4" l l'-6" 10'-11" 10'-4" 9'-11" 9'-6" 9'-2" '/Z°/foot Fastener;Spacing(3)for 12" 11" 9" 7" 6" 5" 5" 4" 4" 4" Uplift Wind Loads 3.0 inch-0.024"-1.5 cf EPS-0.024" - without Mullions Loading Type. Applied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 sf 35 sf 40 sf 45 sf 50 sf 55 sf Live 16'-4 12'-9" foot Wind(Upward) 17'-5" 14'-10" 13'-2" 12'-0" 11'-2" 10'-5" 9'-10" 9'-1" 8'-2" T-5" n/a _Wind:(Downward). 164" 14'-2" 12'-9" 11'-9" 10'-11" 10'-3" 9'-8" 8'-9" T-10" 7'-2" n/a ...--..Snow 12'-3" 11'-3" 10'-6" 9'-11" 9'-4" 8'-11" 8'-6" 8'-2" '/z'/foot Fastener Spacing for 12" 11" 9" 8" 7" 6" 5" 5" 5" 5" Uplift Wind Loads 4.25 inch-0.024"-1.0 cf EPS-0.024" - with Mullions ,Loadirig.Type Appiied Pressure for Design 10 sf 15 sf 20 sf 25 sf 30 sf 35 sf 40 sf 45 sf 50 sf 55 sf Live 20'-0" 15'-11° .f , --: ., '/;'./foot Wind(Upward) 20'-0" 19'-7" 16'-10" 15'-0" 13'-7" 12'-7" Ill-9" 11'-1" 10'6" 9'-6" n/a Wind: Downward 20'-0" 18'-3" 15'-11" 14'-4" 13'-2" 12'-3" 11'-5" 10'-10" 10'-0" 9'-2" n/a-. Snow - 14'-3" 12'-10" 11'-9" 10'-11" 10'3" 9'8" 9'-2" 8'-9" '/e'lfoot Fastener Spacing for 12" 9" 8" 6" 6" 5" 5" 4" 4" 4" U lift Wind Loads 4.25 inch-0.024"-1.0 cf EPS-0.024" - without Mullions Loading Type Applied Pressure for Desi n .......::,. l0psf7 15 sf 20 psf 25 sf 30 sf 35 sf 40 sf 45 sf 50 sf 55 psf Live 20 0 •,, 14-6 . . ,. '/°"/foot Wind(Upward) 20'-0" 17'-6" 15'-1" 13'-5" 12'-3" 10'-8" 9'-4" 8'-3" T-5" 6'-9" n/a Wind .Downward 20'-0" 16'-7" 14'-6" 13'-0" 11'-10" 10'-2" 8'-11" T-11" 7'-2" 6'-6" n/a Snow == W 12'-11" 11'-8" 10'-8" 9'-11.. 9'_3" 8'-9" 8'-4" T-10" '/,,,/foot Fastener Spacing�'�for 12" 10" 8" 7" 6" 6'. 6" 5" 5" 5" Uplift Wind Loads f :ESR-2444 I Most Widely Accepted and Trusted Page 4 of 6 TABLE 1—ALLOWABLE SPANS FOR ALUMINUM FACED PANELS(Continued) - Allowable Span Table and Uplift Fastener Spacing',',' 4.25 inch-0.024"-1.5 cf EPS-0.024" - with Mullions Loading Type Applied Pressure for Design 10 psf 15 psf 20 psf 25 psftlS-Y 35 sf 40 sf 45 sf 50 sf 55 sf Live 21'-11" y A _ r 1T-4" s �- �� � �; � s ,._. , .. /g�.l f00t .Wind(Upward) 23'-0" 20'-4" 18'-2" 16'-7" 14'-5" 13'-5" 12'-8" 12'-0" 11'-5.1 -Wa. Wind Downward 21'-11" 19'-2" 17'-4" 16'-0" 13'-11" 13'-1" 12'-4" 11'-9" 11'-2" n/a Snow 16'-3" 14'-7" 12'-5" 11'-8" 11'-0" 10'-6" 10'-0" '/Z"/foot mv am, -Fastener Spacing(3)for 12" 9" T' 5" 4" 4" 4" 3 Uplift Wind Loads 4.25 inch-0.024"-1.5 cf EPS-0.024" - without Mullions Loading Type Ap lied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 sf 45 psf 50 sf 55 psf Live 20'-4" 16'0" x s . . /e:/foot Wind(Upward) 21'-10" 18'-7" 16'-7" 15'-2" 14'-l" 13'-0" 12'-2" 11'-5" 10'-8" 9'-8" n/a Wind Downward 20'-4" 17'-9" 16-0" 14'-8" 13'4" 12'-8" 11'-10" 11'-2" 10'-3" 9'4" n/a Snow p'x 14'-9" 13'4" 12'-2" 11'-4" 10'-7" 10'-01, 9'-6" 9'-11, ,/Z"/foot Fastener Spacing for 12 9 8" 6" 6" 5" 5" 4" 4" 4 Uplift-Wind Loads 7 inch-0.024"-1.5 cf EPS-0.024" - with Mullions Loading Type Applied Pressure for Design ` 10 psf 15 sf 20 psf 25 psf 30 psf 35 psf 40 sf 45 psf 50 psf 55 psf Live 23'-0 23'-0" WEN x,.._ 1/4'./foot :.,Wind..U ward 23'-0" 23'-0" 23'4" 22 3" 20'4" 18'-8" 17'-5" 16-5" 15'-7" 14'-10" n/a .. _Wind Downward 23'-0" 23'-0" 23'-0" 20'-11" 19'-3" 17'-10" 16'4" 15'-10" 15'-1" 14'-5" h/a Snow._ '� _ ,� °`�� 20 9' 18 9" 17-2 16 0 15 0 14 2 13 6 12'-10 '/8'/foot Fastener Spacing(a)for 12" 8" 6" 5" 4" 4" 3" 3" 3" 3" ' Uplift Wind Loads 7 inch-0.024"-1.5 cf EPS-0.024" - without Mullions Loading Type Applied Pressure for Design 10 psf 15 psf 20 Psf 25 psf 30 sf 35 sf 40 sf 45 sf 50 sf 55 psf Live 23'4 <..: 20'-3" ,/4.,/foot a"Wind(Upward) 23'-0" 23'-0" 21'4' 19'-2" 1T-5" 16'-l" 15'-0" 14'-1" 13'-5" 12'-9" n/a .._::wild' Downward 23'-0" 23'4" 20'-3" 18'4" 16'4" 15'-6" 14'-7" 13'-9" 13'-l" 12'4" .. Snow ,;,' 18'-1" 16'4" 14'-11" 13'-10" 13'4" 12'-3" 11'-8" 11'-2" _3/8'/foot WE Fastener Spacing(')for Uplift Wind Loads 12 .8" 6" 5" 5" 4" 4 4" 3" W Notes:.:. Roof.Panels are intended for use with a Patio Enclosure as defined in Appendix Chapter I of the 2015,2012 and 2009 International Building Cod e`and Appendix Chapter H of the 2015,2012 and 2009 International Residential Code. All"superimposed loads presented above are uniform in nature.The spans are based on simply-supported single span installations.Consideration shall be given to non-uniform loads such as those associated with snow build-up and areas of discontinuity for wind loads. Unless otherwise noted,the maximum eave projection of the roof system is 24-inches. (a) Panel Spans are based on a maximum temperature differential between the two panel skins of 10 degrees Fahrenheit. Fasteners shall be#14 sheet metal screws with 1.25"diameter plate washer. Length of fastener shall be at least 1 inch longer than laminated roof panel thickness: "(4) Minimum"paneI slopes are based on panel deflection only. Increased slopes will be required where panel accessories,such as mullions or flashing,can increase;ponding caused by irregularities in the water flow path. ca) The tabulated spans are also applicable to roof panel's subject to the roof maintenance concentrated live load specified in IBC Table 1607.1 ESR-2444 Most WIdely Accepted and Trusted Page 5 of 6 TABLE 2—ALLOWABLE SPANS FOR OSB AND ALUMINUM FACED PANELS Allowable Span Table and Uplift Fastener S acin l'uzl 4.25 inch-0.024"-1.0 cf EPS-7/16"OSB with Mullions Loading Type Applied Pressure for Design Minimum 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf Panel Slope (Per Foot of 5 '0" 15'0" , Projection)(a) psf Live 15 7 �.:. ,_ /a"/'.fool �..a ... � ~� xh - - - :Additional Wind Upward 15'-0" 15'0" 15'-0" 15-0" 14'-5" 13'-3" 12'-4" 11'-8" 11'4" 10'-6" n/a:-. iDead Wind Downward IS-0" 15'-0" 15'-0" 15'-0" 15'-0" 14'-4" 13'-7" 12'-10" 12'-3" 11'-91, Na. Load Addedj6j Snow _. 15'-0" 15'-0" 14'-7" 13'-9" 13'-0" 12'-4" 11'-9" 11'4" 3/g'/foot 10 psf Live 15'-0' 15'4" ,/„/foot q Additional Wind(Upward) 15'-0" 15'-0" 15'-0" 15'-0" 14'-5" 13'4" 12'-4" 11'4" 11'4" 10'-6" n/a Dead Wind Downward 15'-0" 15'-0" 15'-0" 15'-0" 14'-4" 13'-7" 12'-10" 12'-3" 11'-9" 10'-11" n/a Load l6� Snow h ` 15'-0" 14'-7" 13'-9" 13'-0" 12'-4" 11'-9" 11'-3" 10'-10" 3/g,/foot Added ' 15 psf Live 15'-01. 15 0 r .; , '/;,/foot E Additional Wind(Upward) 164' 15'-0" 15'-0" 16-0" 14'-5" 13'-3" 12'4" 11'-8" 11'4" 10'-6" n/a Dead Wind Downward 15'-0 15'-0" 15'-0" 14'-4" 13'-7" 12'-10" 12'-3" 11'-9" W-11" 10'-2" n/a Load s Added($) Snow 3= R:- 14'-7" 13'-9" 13'-0" 12'-4" 11'-9" 11'-3" 10'-10" 10'-5" 3/8"/foot w, �.c Fastener Spacing (3)for Upward 12" 12" 12" 91, 8" 7" 6" 6" 5" 5" Wind Loads 4.25 inch-0.024"-1.0 cf EPS-'/,6"OSB - without Mullions Loading Type Appiied Pressure for Design -.- 10 psTf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 5 psf Live W-01. s 13 10' ,°' -`w '/;'/foot Additional Wind(Upward) 15'-0" 16-0" 14'-8" 13'4 11'-10" 10'-11" 9'-11" 8'-9" T-10" T-1" n/a.. . Dead Wind Downward 15'-0" 15'-0" 13'-10" 12'-9" 11'-11" 11'-2" 10'-6" 9'-10" 9'-0 8'-3" n/a- Load Addedj61 Snow 01 �w 13'-4" 12'.4" 11'-6" 10'-9" 10-4- 9'-8" 9'-2" 8'-9" 3/8'/,foot: :._10 psf:. Live 15'0 12'-9" 'OEM 1' ....y . /, /foot Additjonal Wind(Upward) 15'-0" 15-0" 14'-8" 13'-0" 11-10" 10'-11" 9'-11" 8'-9" 7'-10" T-1" Downward 15'-0" 13'-10" 12'-9" 11'-11" 11'-2" 10'-6" 9'-10" 9'-0" 8'-3" T-8" -n/a,. Loads ..,:E 3 Added is) Snow n s 12'-4" 11'-6" 10-4- 10'-2" 9-4- 9'-2" 8'-9" 8'.4" /8'/,foot psf Live 13'-10" M 11 11 � � z u , ; ,/ ,,..�:,, .�� ;'/.foot Additional Wind(Upward) 15'-0" 15'0" 14'-8" 13'-0" 11'-10" 10'-11" 9'-11" 8'-9" T-10" T-1" n/a Dead, Wind Downward 13'-10" 12'-9" 11'-.11" 11'-2" 10'-6" 9'-10" 9'-0" 8'-3" T-8" 7'-1" n/a Load 3/g'/foot 11'-6" 10'9" 10'2" 9'8" 9'-2" 8'-9" 8'4" 8'4" Added(s) Snow Fastener Spacing (3)for Upward 12" A2" 12" 10" 91. 8" 7" 7" 7" 6" Wind Loads Notes: -Roof Panels are intended for use with a Patio Enclosure as defined in Appendix Chapter I of the 2015,2012 and 2009 International Building Code and Appendix Chapter H of the 2015,2012 and 2009 International Residential Code. All superimposed loads presented above are uniform in nature. The spans are based on simply-supported single span installations: Consideration shall be given to non-uniform loads such as those associated with snow build-up and areas of discontinuity for wind loads. -Unless otherwise noted,the maximum eave projection of the roof system is 24-inches. (z).,Panel Spans are based on a maximum temperature differential between the two panel skins of 10 degrees Fahrenheit. _.. l 1,r Fasieners shall be#14 sheet metal screws with 1.25"diameter plate washer. Length of fastener shall be at least 1 inch longer than laminated roof;panel thickness. - (4) Minimum panel slopes are based on panel deflection only. Increased slopes will be required where panel accessories,such as mullions or_.• flashing,can increase ponding caused by irregularities in the water flow path. ls� WhenYPanels are subject to maintenance loads(as defined in the IBC),maximum span shall be limited to 15'-0"or that indicated in the span table,:whichever is less. lei-- When panels are subject to maintenance loads(as defined in the IBC),maximum span shall be limited to 13'-9"or that indicated in the span tabi%whichever is less. ESR-2444 Most Widely Accepted and Trusted Page 6 of 6. 3.Ooo 0.060 VARIES FROM 3.05'TO 7.2' VARIES FROM 2.9'TO 7' FIGURE 1-1-SHAPED SPLINE � c GS IMES Evaluation Report ESR-2444 CBC and CRC Supplement Reissued May 2017 This report is subject to renewal May 2018. www.icc-es.orq 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 40 00—Roofing and Siding Panels . REPORT HOLDER: FOUR SEASONS SOLAR PRODUCTS 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NEW YORK 11741 (631)563-4000 www.fourseasonssunrooms.com alexs ctfourseasonssunrooms.com .EVALUATION SUBJECT: WEATHERLOCK II LAMINATED FOAM ROOF PANELS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Weatherlock II Laminated Foam Roof Panels, recognized in ICC-ES master evaluation report ESR-2444, have also been evaluated for compliance with the codes noted below. Applicable codes: ■ 2016 and 2013 California Building Code®(CBC) ■ 2016 and 2013 California Residential Code®(CRC) 2.0 CONCLUSIONS 2..1 CBC: The Weatherlock II Laminated Foam Roof Panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2444, comply with 2016 and 2013 CBC Chapters 8, 15,20,23,26; and Appendix I, provided the design and installation are in accordance with the 2015 and 2012 International Building Code®(IBC) provisions, respectively, noted in the master report and the additional requirements of 2016 or 2013 CBC Chapters 8, 15, 20, 23,26;and Appendix I, as applicable. The Weatherlock II Laminated Foam Roof Panels have not been evaluated under CBC Chapter 7A for use in the exterior design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Fire Area. 2.2 CRC: The Weatherlock II Laminated Foam Roof Panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR72444, comply with 2016 and 2013 CRC Chapters 3 and 9; and Appendix H, provided the design and installation arein accordance with the 2015 and 2012 International Residential Code (IRC) provisions, respectively, noted in the master' report and the additional requirements of 2016 or 2013 CRC Chapters 3 and 9; and Appendix H,as applicable. The Weatherlock II Laminated Foam Roof Panels have not been evaluated under CRC Section R327 for use in the exterior 5.. design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Fire Area. The products recognized in this supplement have not been evaluated for compliance with the International Wildland-Urban Interface Code®. This supplement expires concurrently with the master report, reissued May 2017. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. W. w u Copyright 0 2017 ICC Evaluation Service,LLC. All rights reserved. Page,1 of 1 +-n y. 4 LA CJ 9 •ate � � � 9 O ® C! � x 64 tv tA ' a 'A N � � v e �4A Lfyr7 7^ra _ L,oT9 r N J I 36.Z1' -47Z RXMJAE(S) JOHNS i+on =:•--'*-h,F0CCUPATION LAURETANI !AQf.A iaVAPIATELOCATION !t 343T 1 WS�YREOUMF AN B+LSgUAE VT SO as �. 3 Y°NAL cERTu'i°FY THAT THE AMERICAN SURVEYING compANY SOVE MORTGAGE INSPECTION 1264 Main Street, altham,MA 02451�1 yy�jA��AREPARED FOR t W (781)893 fr477 1J4°5"73 m VFUGpkL,n+ 4D IS NOT INTENDED E OR Mortgage Inspection Plan dD IS NOT UVTA�1DEi OR REPR6 NrED TO SEA LAND OR PROPERTV VE SURVEY_ NO CORNERS WERE THE LOCATION OF THE ORIGINAL RECOR�� AT� COUNTypEGL�ipY OF DEEDST.IT C,Bypt�BE USED FOR ES. DWELLING SHOWN HEREON ETHER BOOK.+Z EEQQ 4 P u L tBLISHING FENCE, HEDGE OR WAS.INOOMPLMCEWITHTHELOCAL PLAN REFERENCE: Zt�-- IIIDINGUNE&THELANDASSHOWN APPLICABLE ZONING BYLAWS IN EF-DRAWN PER TOWN OF ASSESSOR MEON IS BASED ON CLIENT FUR• �T WHEN CONSTRUCTED WITH RE-MAP i PARCEL Ci DATID- SHED INFORMATION AND MAY SPECTIGHORIZONTALDIMIENSIONA ADD G IBJECT TO FURTHER OUTSALJ SS REQUIRBIENTS ONLY},OR IS EXOP A JONGS. ENTSANDRIGHTSOF FROM VIOLATION ENFORCEMENT AC-BORROWER: w AY.NQ RESPONSIBILITY IS EX- �NUNDERMIASS.GLTRLEVILCHAp. vA NDEDHERE ODYNEUMDOWNER 40A.SEC. 7. UNLESS OTHERWISE SUBJECT DWELLING LIES IN FLOOD ZONE (OCCUPANT,IT IS NOT INTENDED NOTED OR SHOWN HEREON.A CON-AS SHOWN ON NATIONAL FLOOD INSURANCE tEAECORDED. FiRMiATORY INSTRUMENT SURVEY INSURANCE RATE MAP DATTS3 �1IJ f_`? IS ADVISED WHEN STRUCTURES ARE COMMUNITY_PAN0.i so t o ap jr SHOWN TO BE 1'OR LESS FROM IEITAEF PROPERTY OR REOUME13 ZONING FlELDED. DRAFTED CHECKED )9 SETBACK LINES. BY DATE 8Z$oo $� on G? FB PG;E. 5 i Massachusetts Qepartment of Public Safety ! s Board of Building Regulations and Standards License: CS-047974 ;v - Construction Supervisor WALTER F BRADY � 19 RYDERS ORCHARD PLYMOUTH MA 02360 y..__„_._ •i tZCK C Commissioner 0512 ration: _ S/29/2018 v�e'rGovr�itastu�ea�itta��lctJ,?lc�coJef�J � — Office of Consumer Affairs&Business Regulation _= F HOME IMPROVEMENT CONTRACTOR Suppiernerrt Gard 1. I. `Re— an iration d�_ O6R5/2018 Shiretown Glass&Afurrurau ;nc Walter Brady i - 1:8G Standish Ave ` ,., Plymouth,MA 02360 " Undersecretary The Commonwealth of Massachusetts Department of Industrial Accidents -- -- Office of Investigations Wk 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):at(r+rl I-C `{'a C,s C'e1fr I Vial(V &dy Address: bo S-itn6l.c"'k U-0 City/State/Zip: 2L_ QD. Phone #: ` 2--74(o-- IcISS Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling *' ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. insurance. required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13. Other, comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name. J tr-j l7 )c ;-�.Sr ��Lpd (gyp I-Q Cl� Policy#or Self-ins.Lic.#: 7=(0_00 5--1,t ' Expiration Date: 50 lie) Job Site Address: q�Men RtpaA, City/State/Zip: HICirn Y1 L^ MA (��01 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: 1&a'1.lCe RbrdPA�,r Date: '5 f 5- I i 7 Phone#: � Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,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 or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617 727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax # 617-727-7749 www.mass.gov/dia AC 40RV® CERTIFICATE OF LIABILITY DATE(MMIDD/YYYY) `� TY INSURANCE 04/26/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS17 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTREiCT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(i08)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME: Carol McHugh Twinbrook Insurance Brokerage PHONE 781.843-7000 400A Franklin Street AIC No Ezt: A/c No: 781-848-6100 Braintree,MA 02184 ADDRESS: cmchugh@twinbrook.com INSURER(S)AFFORDING COVERAGE NAIC A INSURED INSURERA: Arbella Insurance Co INSURER B: Arbella Indemnity Ins Company Shiretown Glass&Aluminum Inc INSURERC: 186 Standish Ave Plymouth,MA 02360 INSURER D: INSURER E: COVERAGES INSURER F: CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN.REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE COMMERCIAL GENERAL LIABILITY INSD WVD POLICY NUMBER MM/DDIYYYY MMIDD LIMITS X EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 1001000 MED EXP(An one person $ 10,000 A 8500046903 Ob/01/17 05/01/18 PERSONAL&ADV INJURY $ 11000,000 GEN'POLICY GATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a PRO- �LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMNED SINGLE ANYAUTO E.accident I $ 1,000,000 OWNED v SCHEDULED BODILY INJURY(Per person) $ A HIRED AUTOS ONLY X AUTOS 28416400004 05/01/17 06/01/18 BODILY INJURY(Per accident) $ AUTOS ONLY NOWOWNED AUTOS ONLY P (Per accident $ $ X;UMB;RELLA LIAB X OCCUR A IAB CLAIMS-MADE 4600046905 EACH OCCURRENCES 1,000,000 06/01/17 05/01/18 AGGREGATE $ 1,000,000 RETENTION$ 10,000 WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY X STATUTE ER B OFFICER/MEMBER ANY /EXCLUDED?ECUTIVEY� N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) 9117600512 05/01/17 05/01/18 If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attachetl IT more apace Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 367 Main Street AUTHORIZED REPRESENTATIVE Hyannis,MA 02601 Joseph Rizzo/ ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD M� qrtc 0c, �,�s as=coamufncum im, PROPOSAL Lea= u JMSHIRETOWN GLASS & HOME CENTER 186 Standish Ave Plymouth, MA 02360 (508) 746-1955 (508) 747-7864 Fax www.shiretownhomeimprovements.com Proposal Submitted To: Phone: Date: Mary LouMaroney 4/15/2017 � Address: Email: 46 Glenn Rd lou3$63@gmail.com City: State: Zip: Job Name&Address- Hyanis MA 02601 46 Glenn Rd; N cLnyvs. Rik, Section 1: SHIRETOWN agrees to perform in a good and workmanlike manner all work detailed below: We propose to supply and install 12 x 12 sun room on insulated deck system. Similar Room,Not exact lay out pmject: To supply and install a Model 230 Cathedral sunroom on an existing building. Prepare working drawings for addition.Submit to the Building Department a completed Application for Building Permit together with the working drawings and the required fee and obtain the Building Permit. Certified plot plan required. Sunroom to meet Local Building Code. Product displays,models,pictures and specifications may not depict actual product. Rooms are subject to variations pursuant to local building codes. CredenhWs& We are Sunroom Specialists and build sunroom additions Warrandes. We have been in business Continuouslpfor over 50 years Four Seasons is a Network of"^over 300 locations in 25 countries More than 250,000 sunrooms built Over 100 Million square feet of glass installed Licensed Liability Insurance Coverage �� �e�• �i �j t� � � i.S I j , 000.o c ;SS f Full Workers`Compensation Coverage Lifetime Limited Glass Seal Failure Transferable Watranty Lifetime Limited Glass Breakage Transferable Wananty 100%Coverage for 20 Years 10 Year Limited Product Warranty 1 Year Workmanship Warranty Suaroom Model 230 Shade Cathedral Room Specifications: Double Glazed Solid roof cathedral Great Room built in electrical raceway for hidden electrical wiring all aluminum to be fully thermally broken to reduce cold transfer 3"extruded aluminum framework with Slate Wall Panels,wall panel color to be White Aluminum paint finishes to be Baked-On-enamel for long-lasting beauty White frame,White fascia,White roof panel all glass to be fully tempered for your security and safety All high quality Aluminum windows to be nominal 5'high with screens Windows:4-5' window,1-6' window Doors:1 -6' sliding door Included Options:2 Utility H,1 Aluminum Post&Beam, 2 Down Spout kit, / 6 Approximate 12'0" long 12' projection 9' high,with T base wall Sunroom Size: Roof Patented Weathcdock-Tmroof system,insulated heavy duty prefabricated roof panels,4 in.5 lb System: EPS Foam Core with Aluminum skinned Interior&OSB Exterior for shingles.Extruded aluminum fascia,integrated extruded gutter. Roof shingles are on the roof quote Cut back overhang to the house wall,Frame and insulate cavity,Vapor barrier Build gable dormer on existing roof, Provide rafter framing,Roof sheathing Ice shield, Create new valleys on gable dormer,Flash fascia boards Vertical Glazing—, CONSERVAGLASS SELECT' (MG7E) Exclusive High Performance Glazing Multi-coat glazing technology(Code 7E) Easy-Clean II Exterior Coating+Stay-Clean Technology Argon Gas filed for better insulation 75%reduction in Total Solar Transmittance High Visible Transmittance R4.0/U0.25 center of glass insulation value Stainless steel continuous bent spacers Dual poly-isobutylene and silicone seals Fully tempered insulated safety glass Protective Glass Masking Foundation: Hand dig holes to minimum 4'deep,12"diameter,Flare bottom to 24" Install Sono tube with Big Foot,Pour concrete to 6"above grade Insert post or girder anchors,Includes 4x6 posts up to 2'high,Backfill Substitute Techno'Post if available Floors: I 2x10 joists on 16"centers,Ledger at house,1/2"plywood underneath,R30 batt insulation,6 mil vapor barrier,3/4"plywood sub floor nailed or screwed down Up to double 2x10 P/T girder Interior Build 2x6 Knee wall with white cedar shingles to match house wall. Insulate and finish interior with 2"beaded panel Finish house wall in same Sun Room Garage/ • Remove 6'of kitchen wall Kitchen • Remove existing exterior door to sun room Connection: • Install engineered LVL • Frame wall in garage 6x4,including ceiling • Install steel door to garage ' • Insulate wall • Finish inside%drywall covered with 2"beaded panel • Garage side in fire rated sheet rock • Trim to match house Composite Deck: • Install 2 footings to code • Build 2x10 PT frame 12A 2 . Double 2x10 girder • All Simpson hangers and hardware included • Ledger attached to house with ledger lock • Ledgerflashed • PT 6x6 post to footing • Frame 1 step 12'across front of deck • Finish deck in TREX Select Pebble grey • Picture frame • Hidden fastener • Skirt rim joist and step riser in AZEK white PVC board. Cortex fastener system • 12'of RDI Titan Pro XL vinyl railing with aluminum reinforcing on 1 side • Remove and dispose of existing roofing then supply and install new Certainteed Main House Roof Architectural roof shingles with a limited lifetime warranty. • Strip,2 Layers present • Supply and install new 15 lb.felt paper and drip edge. • Install Ice&water shield to all perimeters and valleys. • Install Ice&Water from front eave to ridge and 30"to right,Around chimney • Replace 2 sets of rake boards on chimney in PVC • New drip edge • New vent boots • Flash chimney • We will remove and dispose of all debris off site and leave area clean. • Includes new sun room roof Also Includes: Architectural Drawings&Building Permit are included. Plot Plan Requited All aspects of installation,flashing&caulking. Engineering by Four Seasons Sunrooms. Repair any damage done to existing building caused by Four Seasons Sunrooms or it's contractors. Leave area broom clean at the end of each work day. Remove all construction debris from site at the completion of project. Electric: 3 interior Duplex outlets 1 Exterior outlet 1 Exterior light with switch 1 Ceiling fan install with switch(Fan&switch supplied by customer) I Exclusions. Except as specified above,the following items are not included in this quotation: Any additional permits or fees such as listed below,except as noted above Committee of Adjustments Site Plan Control Conservation Authority Approval Plumbing Permit Any items listed in Options,marked By Others or not listed above All final painting and decorating Heating,Cooling&Electrical,except as noted above Floor covering Landscaping Decks,skirt to grade and/or stairs,except as noted above Any additions to the above will be charged at current Four Seasons prices. No additional work is to commence without a signed Change Order form- Certified Plot Plan Required, As Built Plan May be required by certain towns If not available Shiretown can recommend Civil Engineer, or provide (plans at additional cost Total labor and Materials$50,000.00 Includes all discounts, Special competitive pricing Final Sale Cost Labor& Materials $50,000 $10,000 20% Deposit i144>0 0-J}WlL -- S,eO-O �:ylc�rc $15,000 30% Delivery&Start $10,000 20% Completion of Framing $10,000 20% Completion of roof $5,000 10% Completion Unless Noted:Shiretown does no painting Please expect 5-8 weeks to start Installation will take about 14-20 �Qs All uote ood ,dr 30.days unless noted Contractor's Signature Date Signed Acceptance of roposal Date Sigod If proposal is acceptable,please sign and return one copy with deposit to the address above.Receipt of deposit constitutes acceptance of proposal,and acknowledgement of terms listed below in Addendum 1 Here are your terms and consumer rights Under the Massachusetts Home Improvement Contractors Program RIGHT TO CANCEL The owner may cancel this agreement if it has been signed by the owner at place other at a place other than an address of the contractor which may be his main office or branch thereof,provided that the owner notifies the contractor in writing at his main office or branch by ordinary mail posts,by telegram sent or delivery,not later than midnight of the third business day following the signing of this agreement t5ec6on 3 COMMENCEMENTAND COMPLETION OF WORK Contractor will not begin the work or order the materials before the third day following the signing of this agreement, unless specified here in writing. contractor will begin the work on about N/A.Barring delay caused by the circumstances beyond the contractor's control.The work will be completed by N/A. The owner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that are not avoidable by the contractor shall not be considered as a violator of this agreement 1 \y r n M!111i?W11 Allowable working load Maximum bearing BendingMoment Model No. Project Type capacity in shear Ohs) (kN) (lbs) (kN) (ft.lbs) (kNaf►) P1-? 0 (Outside 0 48 mm) Light Residential(deck,patio,etc.) 6800 30,2 to 0 to 1 1328 1,8 300 P2-? Medium Residential and Light Commercial 0 (Outside 0 60 mm) (carport,sunrooms,single storey house addition, 9600 42,7 to 0 to 2 2213 3,0 etc.) 500 P3-? Heavy Residential,Light to Medium 1200 (Outside 0 89 mm) Commercial and Industrial(chalet,mobile,two 23800 105,9 to 5 to 10 7892 10,7 storey.house addition,shelter equipment, supporting column etc.) 2300 P4-? Heavy Residential,Light to Medium 1400 Commercial and Industrial(chalet,mobile,two (Outside 0 101 mm) storey house addition,shelter equipment, 29000 129 to 6 to 12 10400 14,1 supporting column etc,) 2700 P5-? Heavy Residential,Light to Heavy Commercial 1800 (Outside 0 141,3 mm) and Industrial(chalet,mobile,two storey house 49900 222 to 8 to 20 26921 36,5 addition,shelter equipment,supporting column etc.) 4500 P6-7 Heavy Residential,Light to Heavy Co unercia 2300 and Industrial(chalet,mobile,two storey house (Outside 0 168 mm) addition,shelter equipment,supporting column 66400 295,3 to 10 to 30 38796 52,6 etc.) 1 1 6800 Note: -For more information contact the engineer of Techno Metal Post Inc. -The maximum compressive charge include a security factor superior or equal to 2. The bearing capacity depends on the density of soil medium Caution!The structural capacity in service(ELS)is different from the bearing capacity of the pile in the ground.Thus,generally the bearing capacity of the a t ground and the power of the equipment of installation w ye ill lie the limit of the bearing capacity of Techno Metal Post. , k fiY TECHNOMETALPOST SHOP DRAWING P2-SG TREADED ROD WALL THICKNESS 0.154" 2.375" 84" 2 1/2" n 6.00" 8" DIA. HELIX 4 w/45 deg. LEADING EDGE 8MT ALL POST ARE HOT DEEP GALVANIZED ALL PIPE ARE SCHEDULE 40 47 5 1/2"or 4 1/2" or31/2" "U" SHAPE BRACKET Adjus ement of 3 1/2" - TREADED ROD FOR ADJUSTEMENT NUT INSERT -� POST TECHNOMETALPOST SHOP DRAWING ON THE"U"SHAPE BRACKET NO ------------- A4 '------------- NONE r - S SHOP DRAWING MODEL -P2 Circular section Model P2:2.375"(60 mm)x 0.154"(3,9 mm) Variable Standard :ASTM A500 grade C-circular steel section Helix welded at the plant on both sides Thickness :5116"(8 mm) variable Standard:CSA G40.21 -steel ASTM A36 4ascal Marceau;P. Eng.,Quebec,Canada October 3,2008 f • 'x- PE Town of Barnstable * C.3., �8 C) �af1/f�� Permit# �C Regulatory Services > Aires 6 hs fmm • `A MASSB� 2008 Thomas F.Geiler,Director Fee Building Division RNSTABLE Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 EXPRESS PERMIT APPLICATION Fax: 508-790-6230 Not valid without Red X--Press Imprint NTIAL ONLY _. Map/parcel Number 0 Q- `` Property Address L1 Residential Value of Work,/ /0O UD Owner's Name&Address Minimum fee of$25.00 for work under$6000.00 � � l� /fin eeltecl Contractor's Name Telephone Number Home Improvement Contracto r License#(if applicable) Pp e) ❑Workman's Compensation Insurance Check one: ❑ m r,sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of too L`7 Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: I Q:Forms:bui I di ngpermi ts/ex press Revised 123107 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Wurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information � /' Please Print Legibly Name(Businesdaimizariow Individual): ///i/)�� /I T A:;z •� r•/oil Pc� Address: _ Ztz d City/State/Zip: - IM"s Phone.#: 369 Are you an employer? Check the appropriate box: Type of proj ect(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time). # have hired the sub-contractors 6. ❑New construction 2-.El I am a"sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g, �Demolition employees and have workers' working for me in any capacity. comp. ❑Building addition [No workers' comp.-inatuance comp.inc�rra�ce.$ . requires] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.19I am a homeowner doing all work officers have exercised their 11.❑Phm�bing repairs or additions myself-[No workers' comp. right of exemption per MGL 12 ❑goof repairs instn:ance regnnEd.] t c. 152, §1(4),and we have no 13.0Other employees. [No workers' comp,insurance rcquired_] `Any applicant that checlm box 01 must ako M out the section below showing their workers'compensation policy infmraatiwL t Hmneowners who submit this affidavit indicating they am doing all work and then biro outside eontsctom numt submit anew affidavit indicating such Z--onhactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-conk ctors have cmpioyees,they must pnm&their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site - I information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to srcu re coverage as regtrirrd under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine lip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy-of this statement may be forwarded to the Office of Investigations of the DIA for 1p�ura-ncl coverage verification. - I do here�- Tecertify u the pains-and pen of perjury that the information provided e is true and correct. Si • Date: d Phone# ZZ � Offrcial use only. Do not write in this area,to be completed by Illy or town offuiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• r Town of Barnstable Hof the r � Regulatory Services swxxsrwsc.E, . .Thomas F.Geller,.Director 6 9 Building Division PT�D 1��k Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.toym.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number / street village ••HOMEOWNER': P- name //�� // / home phone# work phone# CURRENT MAILING ADDRESS: LJlP 3 AK lrz�12 /0z /�co� c�C/.4/ A/ A, 12 city/town state zip code The current.exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and 'to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on'which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersi d"homeowner"certifies that he/she understands the Town of Barnstable Building Department minim ection proce es and requirements and that he/she will comply with said procedures and requir • Si f Homeowne Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perfomung work for which a building permit is required shall be cxcmpt from the provisions of this section(Section 109.)...1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.,. Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this cast,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hedshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. °p1HEr, Town of Barnstable Regulatory Services psAsresLs.$ Thomas F. Geiler,Director Building Division Tom Perry, Building.Commissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ro er a caner of the subject r 5oproperty ry hereby a uthorize 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 If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. WEATHER LOCK it ROOF PANELS ENGINEERING AND STRUCTURAL LOADING INFORMATION Four Seasons Solar Products U-C °— EFFECTIVE DATE 12-08 RL LIVE LOAD OR WIND UPLIFT LOAD (PSF)VS SPAN AND OVERHANG REVISION:C ROOF 3"PANEL SNAP LOCK DETAIL 3"PANEL H•BEAM DETAIL 4114"PANEL SNAP LOCK DETAIL 4114"PANEL H-BEAM DETAIL SPAN 1 FT O.H. 2 FT O.H. 3 FT O.H. 1 FT O.H. 2 FT O.H. 3 FT O.H. 1 FT O.H. 2 FT O.H. 3 FT O.H. 1 FT O.H. 2 FT O.H. 3 FT O.H. 5 FT f 87\126 I 63\92 48\70 1241177 126\181 130\186 182 132 100 258 263 270 6 FT 65193- 58\84 46\66 841120 851122 87\125 136 121 95 175 178 181 7 FT 47\67 47168 43\62 61\87 61\88 62\89 98 99 90 126 128 130 8 FT 35\50 35151 36\52 46166 46\66 47167 74 75 76 96 96 98 9 FT 27\40 28\40 28\40 36\51 36\51 36\52 58 58 59 75 75 76 10 FT 22\32 22132 22\32 30141 30\41 30141 46 47 47 60 60 61 11 FT 18\26 18\26 18\26 23\33 23\34 23134 38 38 38 50 50 50 12 FT 15\21 15\21 15\22 20 28 20\28 19\28 32 32 32 41 41 41 13 FT 12\18 12\18 13\18 16\23 16\23 16\24 27 27 27 34 34 35 14 FT 11\15 11\15 11\15 14120 14\20 14\20 23 23 23 29 29 29 15 FT 9\13 9\13 9113 12118 12117 12\17 20 20 20 25 25 25 16FT 1 8\11 8\11 8\12 10115 10\15 10\15 17 17 17 22 22 22 17 FT 7\10 7\10 7\10 9113 9\13 9113 15 15 15 20 20 20 18 FT 6\8 6\9 6\9 8\11 8\11 8\11 13 13 13 17 17 17 19FT 5\7 517 5\7 7\9 7\9 7\9 12 12 12 15 15 15 20 FT NA\NA NA\NA NA\NA 6\7 6\7 6\8 10 10 10 13 14 14 21FT NA\NA NA\NA NA\NA NA\NA NA\NA NA\NA 9 9 9 12 12 12 22 FT_ NA\NA NA\NA NA\NA NA\NA NA\NA NA\NA 8 8 8 11 11 11 23 FT NA\NA NA\NA NA\NA NA\NA NA\NA NA\NA 8 8 8 10 10 1 10 LOADING WITH FOAM DENSITY SHOWN(1 PCF 11.5PCF)FOR 3"PANELS AND 1.5PCF FOR 4 1/4"PANELS SPAN OVERHANG - - ROOF PANEL -1` - RONT , WALL - - - - EXISTING HOM -I ' -' SNAP-LOCK DETAIL H-BEAM DETAIL SPAN 1 OVER HANG PANELS 46 118"O.C. PANELS 46 718"O.C. V_�4 y w�• '�.....a '."d )+ �•_o.'sai'• '•:.'.•ben C-eF'' �qr w.� �a ati�:,_J ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS I _ ow �7, ,� r1� INDIANA IOWA KANSAS KENTUCKY� LOUISIANA MAINE MARYLANO,MASSACHUSETTS MICHIGAN/1 MINNESOTA MISSISSIPPI I 0- 5 i `. eta. �V.+ �• '+�+�N9p ftm.4w.aa1 � � "f14VB r` fM9." � Y' �.N°I.4�' •\ MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO °��"s ti=% e-•y: ,',r', ..o.m�...m• 3 NOTES: OKLAHOMA OREGON PENNSYWANIA PUERTO RICO RHOOE ISLAND SOUTH CAROUNA 1)ROOF PANEL CONSTRUCTION:.024 ALUMINUM ALLOY 3105 H-254 BOTTOM SIDE OF PANEL CORE IS 1.5 LB DENSITY EPS(EXPANDED POLYSTYRENE)FOAM..024 a"`+'� /^ T.4, var"e,•.,� ALUMINUM ALLOY 3105 H-254 TOP SIDE. C • J — a 2)GLUE:STRUCTURAL ADHESIVE MORAD M•610. 3)DEAD LOAD OF ROOF SYSTEM IS 1.54 OR 1.95 PSF. 4)ADDITIONAL LOADS APPLIED TO PANELS FROM SPECIAL WIND FORCES MUST BE .0 o p �S EVALUATED SEPARATELY FOR EACH JOB. 5)DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART ABOVE. SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT VIRGINIA 7)LOADSDEFLE RE BASED ON E Ui20. 7)LOADS ARE BASED ON 20061NTERNATIONAL BUILDING CODE. �✓ '�:�, - 0-- 8)THISSUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO. ZBUT NOT INCLUDING.THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR '�'� ANY NEW CONSTRUCTION.ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND A,,--. F. - ' ` ! CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND MUST BE DESIGNED �'°� BY OTHERS. - 9)THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. NOT ACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO THE EXISTING STRUCTURE.THESE MAY INCLUDE SNOW DRIFTING UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS.ti 10)ENGINEERS CERTIFICATION:I CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER 0500 MODEL : 230 Sun & Shade Cathedral Frame color FS_White { V.Glass code Code 7E ConservaGlass Allowed load 60 Account #: 58552, PO #: CATHEDRAL5817 i r i r 12'-0" t Plan Axonometry j " r s : l I � I �y / T® YUNO , 1 1 5 g�� 12'-0" 10I 5 8„ 1 5/116" GIiN��i 1 � 12 -0 1 5/ 6 -Y Lett Elevation Front Elevation Right Elevation k — --�--- j - - - _ - Floor Frame & Footing Plan, Proposed Sun RoomI ` {� Not Heated 3 Season Room ^ -1 Scale I i House wall 2x4 on 8 poured concrete foundation ------- .-- ---F' I ---I--�-- — — - —1— Ledger attached to sill 2 Ledger locks 2 rows 16"OC -- —-- --+-- -- —1- (( „ 2x10 Joist 16 OC with hangers both ends Iplywood sub loor R 30 Bat insulation ---. - ----- �_--� 9 I i '/:"P7 plywood on base —� Trex Decking , Picture Frame border I Double 2x10 flush gir r I � O=Techno Post footing _ t I A..._�_�...,_. veering attached - i — � I- '• Engineered Aluminum Sun om KitI- _ Schematics&Engineering atta ed I i + I rt i i, I { I � i i - � i � � I I �— � C' i i j I �"• � � _I-�--..�._.._ .I-- { � � .� � � t I { i .I_ _� --,--_ --�_ l _�- i i i i � _ !i ' I i 1 �, I I 1 i l , i I �� _ 1 I Ii I I i i I 1 1 a G ' r II I { , NOTES: _ } A:Step deck down 7%„ + I 4 I 36"Vinyl Titan Pro railing I -- , I I I i I I with 2"x2"Balusters.3"apart I I � 1 ? � � � t �. _... • .. � I I 1- I _.�� - _ _ _ � -1 f � i�- I �a. _ 1 � , _ �. ._. I 4x4 PT rail p ost,through bolt Solid blocking I _ I I C•2x6 Framed knee wall 1 { White cedar shingles Over Tyvek J I ( D.Step runs full length of deck 12' I I - _. ,_� . .�.___ 2x8 framed box on concrete pad,Trex tread Azek Riser Vinny&Marylou Maroney - --- - - a Shiretown Glass 4 Glenn Road ' - - { I I ' I E: House wall 2x4 on 8"poured concrete foundation 186 Standish Ave _.. _ r Hyannis Ma T { I ! F:Footings are Techo Post with Metal foot,6x6 PT pos Plymouth Ma 23 t . O Engineering attached 60 �--- Engineeri ! f 1 508 7461955 ii