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2010-283 (2) 1 1 A10i/4 ki),/ , TRAIL 1 I lid°.14w/eir 1 - 7 ..,, -/530 -X 6 /20. 87 • -vg" - : 1 Einar-'Vie. itiNt. ,---------"-- DA/ . 1 ' . : lo CI ' . IN C\4.1 tri t 11.5221 tN ' ...-----------„,sj,,N r„.... . .0,,t.• • ,-, 2.56/ // Is ) ,' , i c aL-'). -r,_ • t al 941:4. c i i 4 16 '434ill tr.,/ f 7 j r • / - ......, ./ `1' 1 N 1/ ) . , 25.0/6;%, , r \ : . . ,, :, i-:),,:„._, • :,, i :•• , „.---- c-1 • ._. . : , • , 7'3 - 22 - 3*---,O 1,), • , _ Ai -- - served, or believe I saw ell' ' es, well., 4- ,Ps tc- l ! . (96) 1/ -------- -'' ' ' '... l a'. (97) 1 9'8 ,•,--., ,........./ - ° — , kMP RA—F,E.X.E,VCE 1 / • - • . ..z-::if,:::&,§-diy CiA277,47 7.-„ai_i M,IP o.c" JEC,77,041 A/0. .5- oic- 1 G AIRY Z. TilDie/IIQUar Awa 44,1, 7 Z Ass,4 77/a • • I> ;CQ: .4,9!.30 C(ATM/AR.CHITECTS/PLANNERS (WO 292-e1o8 P.O. WA 2M, x!S.`r1T[KLD, NJ 07090 (B98) 7S2-4468 TAX . I II I n/� SPECIFICATIONS FUEL t 1�' 1E TZ t 6 PEI JOB i 7j ( - Z 3 SINCOX ASSOCIATES JOB # /0 7& I �:14 E COPY . • . . .. : ........________ . Date 51611C , 4— NO EXCEPTION TAKEN • ❑ MAKE CORRECTIONS NOTED • fes., 0 REJECTED ' X U 0 REVISE AND RESUBMIT Q x}hu' U �� CORRECTIONS OR COMMENTS '.10F1 THE LACK THEREOF) V1 0 MARKED ON THIS SUBMISSION DURING ITS REVIEW CC DO NOT REIJEVE THE CONTRACTOR FROM COMPLIANCE • Q WITH REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL REMAIN . RESPONSIBLE.FOR CONFIRMING QUANTITIES, . DIMENSIONS,' FABRICATION PROCESSES AND TECHNIQUES, AND COORDINATION. THIS .CHECK IS. ONLY FOR REVIEW • OF GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. ,: ,,, a,§F i ... :'•-:,.,"-., . . ' !:,,,f;';',2, -- 1111 11;11:'"1111 .e..•,.: _- ': SPEC'S/SHOP DRAWINGS APPROVAL '''''''',-� ' ° -• _ -- .......... ....._ E.: 1111. _1111.. SINCOX ASSOCIATES _. ARC► :TECi: By Date j_/ /1`r Sheet 1 of 3 "ALL-VIEW" THREE-SEASON ROOMS FASTENERS COMPOSITE INFO. ULTIMATE ULTIMATE FASTENER EMBEDMENT SHEAR PULLOUT DESCRIPTION MATERIAL LOAD LOAD Tab-to-Hanger Assembly ------------- ----- 187 lbs./in. 1/4" dia. x 1-1/2" Lg. Lag Typ. 2 x 6 Wood I to 990 lbs. 1283 lbs. Screw grain 1/4" dia. x 3" Lg. Lag Typ. 2 x 6 Wood, 1980 lbs. 2565 lbs. Screw perpendicular to grain 1/4" dia. x 1-1/2" Lag Screw Concrete Block or Brick 1860 lbs. 1620 lbs. w/5/16" O.D. x 1-1/2" Lg. Lag Shield 1/4" dia. x 1" Lg. Nylon Concrete Block or Brick 884 lbs. Anchors 1/4" dia. x 1-1/4" Lg. Rawl 3000 psi concrete 1500 lbs. 960 lbs. Zamac Nailin #10 x 2" Wood Screws Typ. 4 x 4, parallel 940 lbs. 630 lbs. to grain #10 x 3/4" Wood Screws Typ. 2 x 4 Wood, 470 lbs. 315 lbs. perpendicular to grain Typ. 2 x 4 Wood, 348 lbs. #8 x 1" Screw ------ perpendicular to grain Corner Column-to-Horiz. ----------=--- 685 lbs. ----- Exp. or Header ((2) - #8 x 1/4" TEK) Ganging of Units-to- ------------- 1315 lbs. ------ Horiz. Exp. or Header ((2) - #8 x 1/2" TEK) Roof System-to-Header @ -------------- ----- 685 lbs. I-Beam Locations Roof System-to-Panel Cap @ Panel Cap ----- 378 lbs. Room Corner, 1/4" x 4" Lag Panel Cap-to-Corner Post Corner Post 1325 lbs. ----- #8 x 1/2" TEK 10 D Nail (#10 x 3") Typ. 2x or 4x Wood, 282 lbs. 342 lbs. perpendicular to grain - 10 D Nail (#10 x 3") Typ. 2x or 4x Wood, 211 lbs. 257 lbs. parallel to grain SECT29PE.PEI PEI Engineering Section 29 * Confidential * Revised 1/94 2OF1' • 3" Shed Roof l V �Nr'.�, �,,��u IfXVVi 1 San Charts IIRC. Span Charts J2LOSUHES,IMC. m p m 720 East IOghland Road 720 east HigNand Road Mooedonla,001044056 Macedonia,Ohb 44056 www palloendmureslnc mm www.pa9e.ndasureslnc.coot Case II—Drifting Snow Load or Wind Load Case I—Ground Snow Load or Wind Load I General Notes General Notes . • TMs chart is In accordance with Installation procedures •eThisste chart Is In accordance Enclosures, vdth Installation procedures reference. Se inn Enclosures.Inc and is for general /�� reference. by Patio Enclosures,Inc.and r for k pc, reference. See individual lob submittal for specific lob reference. See Individual lob submldal for speak pc, conditions. � � ate on ns. •50 year mean recurrence Interval used for bosh wind and `v •50 year mean recurrence Interval used for both wind and snow bads based on ASCE 7-02. snow loads based on ASCE 7-02. •Importance Facbr of 1.0 assumed. m •Importance Factor of 1.0 assumed. \ •U120 roof deflection limit used per IRCARC 2003 Tables CO •U120 f deflation limll used per IBGIRC 2003 Tables 1604.3(h)and R301.7(c). CO 1604.3(h)and R301 7(c) •PEI Super Foam aluminum dad roof system with single b •PEI Super Foam aluminum clad loot system wsth single I. beams. f *I $• 1 •Whale Glass Roof Panels(GRPs)are spacifla0,use of this this chart Is limited to one GRP In every other panel.The chart la limited to one GRP In every other panel. The maximum edge distance of the GRP from the header or \ maximum edge distance or the GRP from the header or I hanger Is 2 feel hanger Is 2 feelmerv.�•c • 12-Inch maximum roof overhang on bearing wall 6-inch • 12-Inch maximum root overhang on bearing wall. 64nch maximum roof overhang on non-beanng wall maximum root overhang on non-bearing wall. • A 12 minimum mol slope • 14:12 minimum roof slope Select lesser of allowable spans for both snow and wind as shown below Select lesser of allowable span for both snow and wind as shown below Snow Load Roo(Span Chart Wind Load Roof Span Chart Snow Load Roof Span Chan Wind Load Roof Span Chart — • Ground Ground Wind Spood Allowable Span Wind Spood Allowable Span Snow Allowable Span (mph) Allowable Span Snow (mph) Load Ipso Load Ipso No GRP With GRP No GRP With GRP No GRP With GRP No GRP With SOP 20 10'-3' 6'-6" —85 17'-3' 15'-6' 20 14'-9' 13'-0" 85 17'-3' 15'-6' 25 9'-3' 8'-5" 90 16'-6' 14'-9' 25 14'-9" 13'-0' 90 16'-6' 14'-9" 30 8-9' 7'-9' 95 16'-0'30 14'-6' 12'-9" 95 16'-0" 14'-0' 35 8'-6" 7'-6' 100 15'-3' 13'-6' 35 13'-9' 12'-0' 100 15'-3' 13'-6' - 40 8'-6' 7'-6' 105 14'-6' 13'-0' 40 1Y-9" 11'-6' 105 14'-6- 12'-0' 45 6'-0' 1'-3' 110 13'-9' 12'-3" 45 12'-0' 10'-9" 110 13'-9' 12'-3' 50 8'-0' 7'-0' 115 13'-0' 11'-6" 50 11'-9' 10'-3' 115 13'-0' 11'-6' 55 7'-9' 6'-9' 120 12'-3' I1'-0' 55 11'-0' 9'-9' 120 12'-3' 11'-0' 60 7'-6' 6'-9' 125 11'-9' 10'-6' 60 10'-6' 9'-6' 125 11'-9' 10'-6" 65 7'-3' 5'-6' 130 11'-3' 10'-0' ' 65 10'-3' 9'-0" 130 11'-3' 10'-0' 70 7'-0' 6'-3' 135 10'-9' _ 70 9'-9' 8'-9' 135 10'-9' 9'-S' 75 6'-9' 6'-0' 140 10'-3' 75 9'-6' 6'-6' 140 10'-3' 9'-0' 60 6'-6' S'-9" Wind nssumodons 80 9'-3" 8'-3' Wind Assumptions 85 6'-3' 5'-9' • Exposure'8',3-second Gust used per ASCE 7 65 9'-0' 6'-0' • Exposure'9-.3-second Gust used per ASCE 1a Snow Aseumpllons INC 2003. Snow Asaumollons INC 200]. • •Gse II applicable to ddllin • Mean root halphl lass Nan 30 leW • Mean rool height lase Nan 30 feel0 anew load Only. •Casa 1 appacable b basic snow toad only For other coodllione,see Case 1 or III. • Mabmum pelmisslble roof slope for use or Ns For other 0ndleons see Case II or III • Maslmum pannlaseas roof slope for use of Wes shed roof wend Wan u 2 12 shed roof ennd chart Is 2 12 on.tonIrm rights reserved. Rev 12/23/03 0 2003 Patio Enclosures,Inc.All nghls 1 9 • 3" Shed Roof IS,INC. m Span Charts 720 East Highland Road Macedonia,Ohio 44056 www.pabeandoeursslnc.com Case Ill—Sliding Snow Load or Wind Load Generef holes •This chart Is In accordance with Installation procedures established by Patio Enclosures,Inc.end Is for general reference, See Individual lob eubmisal for specific lob conditions. •50 year mean recurrence interval used for both wind and m it snow bade based on ASCE 7-02. •Importance Factor of 1.0 assumed. ail •U120 mol On Ilmll used per IBGIRC 2003 Tables `'III+I� m 1604.3(h)andnd 133 R301.7(c). I •PEI Super Foam aluminum clad roof system with single 1- ' / beams. I •Where Glass Roof Panels(GRPs)are specified,use of this I chart Is Smiled to one GRP In every outer panel. The maximum edge distance of the GRP hem the header or `r / I hanger Is 2 feet. x/,7,1 • 12dnch maximum roof overhang on bearing wall 6-Inch maximum roof overhang on non-bearing wa11 • %:12 minimum roof slope • Select lesser of allowable span for both snow and wind as shown below Snow Load Roof Span Chart Wind Load Roof Span Chart GroundAllowable Span Wlnd Speed Allowable Span Snow (mph) Load(psf) No GRP With GRP No GRP - With GRP 20 14'-0' 12'-6' 85 17'-3" - 25 12'-9' 11'-6' 90 16'-6' 14'-0• 30 11'-6" 10'-3' 95 16'-0' 35 10'-9' 9'-6' 100 15'-3' _ 13'-6' 40 10'-0' 9'-0' 105 14'_6- 13'-0' 45 9'-6" 8'-6" 110 50 9'-0' 8-0' 115 55 5'-6' T-9' 120 60 8' 3' 1'-6' '05 11'-9' 10'-6' 65 5'.C" T.0° ' 130 11'-3' - 10'-0'_ 70 7'_9' - B'-0' -�_ 135 75 7'-6' 6'-9' 140 10'-3' 9,-0- 80 7'-3' 6'-6' Wing Assumptions 65 i 7 -0' 6'-3' • Eeposure'8'.]-aemnd Goat used per ASCE 7 a ynaw Assumptions IRC 2003. •Case III applicable Ic ending Vt.load only • Mean x001 nelpnl leu than]O Iasi For other rmandiUone sea Case I x II • maximum permissible roof slope for use of NIs ‘',ed root hind Wan Is 2.12 Rev 12133103 0 2003 Patio Enclosures.Inc.All 0ghls reserved. 3 OF 1 t-.,-1 377 Gable Root I ;r-.6 :i" uaaie KooT , -ENC1 ES,INC• m Span Charts ; ILosuls,INc. m Span Charts 720 Eaal I-Viand Road I 720 East N1gnNna Road Macedonia,sun 14056Macedonia, 0140 u056 www.pattoendosa•sincmm I www.pa0oenncl dasurtslrK.mm Case I—Ground Snow Load or Wind Load Case II—Drifting Snow Load or Wind Load General Notes • General Notes •Thls Ulan Is In accordance Mgt Installation procedures 1 •71114 chart N In accortlanca with Installation procedures established by Patio Enclosures,Inc,and b for general I esU08shed by Patio Enclosures,Inc.and Is for general reference. See IndMdual Job submittal for specific Job reference. Sea Indlvldual Job submittal for specific Job conditbru. / - wndlUons. •50 year mean recurrence Interval used for both wind and /" •50 year mean recurrence Interval used for both vend - snow loads based on ASCE 7-02. and snow bads based 0 ISLE 7-02. `, •Importance Factor of 1.0 assumed. ��_....... ......------ and •L/120Imporroofan. Factor 011.0 assumed. �� --�—• •U120 roof delleceon limit used per IBC/IRC 2003 Tables I •U120 roof and R30 n Ilmil use0 per 15C/IRC 2003 Tables 1604.) m 1604.3(h)and RJ017(c)• 9 �* PEI su(e)t F d R301uminum clad root system with single I- E=<`\ •PEI Super Foam aluminum clad roof tem with single Foam a 1-0eams. 1.31 Deans •Where Glass Rool Panels(GRPa)an specified use of •Where Glass Rool Panels(GRPs)are specified,use of this chart Is HMI.to one GRP In eve other panel.The Ihls chart N limited b one GRP In every other panel. \/ maximum edge distance o!Na GRP hon the hastier or The maximum edge Olsten.of the GRP from the hanger b 21ee1 0 CO header or hanger V 2 feel ove 12-Inch mall-nom roof overhang on bearing wall. 6-Inch . 12-Inch mail roof overhang on bearing wall.6-Inch maximum roof overhang on non-bearing wall. maximum roof overhang on non-bearing wall. 3:12 minimum roof slope. •3:12 minimum roof slope. • Select lesser of allowable span for both snow and wind as shown below Select lesser of allowable span for both snow and wind as shown below Snow Load Roof Span Chart Wind Load Roof Span Chart Snow Load Roof Span Chart Wind Load Roof Span Chart Ground Allowable Span Wind Speed Allowable Span Ground Wlnd Speed Snow (mph) Snow Allowable Span (mph) Allowable Span Load(psf) Load(psi) No GRP With GRP No GRP With GRP No GRP Mtn GRP No GRP With GRP 20 12'-9' 11'-6" 85 18'-9' 16'-5' 20 14'-8' 12'-9' 65 18'-9' 16'-6- 25 11'-9' 10'-6- 90 17'-0' 15'-9' 25 13'-3' 11'-9" 90 17'-9' 15'-9' 30 10'-9' 9'-8" 95 17'-0' 15'-0• 30 12'-0" 10'-9' 95 17'-0' 15'-0' ' 35 10'-0' 9'-0' 100 16'-3' - JS 11'-3' 10'-0- 100 16'-3' 14'-6' 40 9'-6- 8'-6' 105 4010'-8' 9'-8' 105 15'-9' 14'-0' 45 9'-0' 6'-0' 110 15'-3' 17'-6" 45 10-0' 9'-0' 110 15'-3' 13'-6' 50 8'-0' 7'-6' 115 14'-6' 13'-0' , 50 9'-6' 8'-0' 115 14'-6' 13'-0' " 55 8'-0' 7'-3" 120 13'-9' 12-6' 55 9'-0' 8'-0' 120 13'-9' 17-6' 60 7'-9' 7'-0" 125 13'-0' II'-9' 60 6'-9' 7'-g• 125 13'-0' 11'-9' 65 7'-6' b'-9' 130 12'-6' 11'-0' 65 8'-3' 7'-6' 130 12'-6' 11'-0' 70 7'-9' 6'-6' 135 12'-0 10'-6' 70 6'-0' 7'-3' 135 12'-0' 10'-6' 75 7'-0' B'-3' 140 I1'-6' _ 10'-3' 75 7'-9' 7'-5' _ 140 11'-6" 10'-3' 80 fi'-9' 6'-0' wend aem Aaouons 90 7'-fi' 6'-9' Wind Assumptions 85 6'-6' 5'-9' • Exposure'6'.}second Gum used per ASCE 16 85 7'-3' 6'-6' • bona.,IF,3-second Gus(used per ASCE 7 6 Snow Assurnollon4 IRC 2003. Snow Asiumbl pllone IRC 0003 •Case II•ppllce•b dnaing snow load only. Moan tool height leu Nan 55 leaf •Case I applicable b basic snow load only. • Mean root helot Nu Nan 301ee1 For other condleuna.see Case I a 111. For other wndldms,sea Case II or III. Rev 12/23703 0 2003 Pallo Enclosures,In• •""---_-' Rev.12/23/03 0 2003 Patio Enclosures,Inc.041 rghts reserved 'I SIV311 Gable Roof RE's,INC. - Span Charts • 720 Fast 78ohlnd Road , Macado'la,0140 40056 www.pzSoendosuresinc.com Case Ill—Sliding Snow Load or Wind Load General Not. •This Chan I5 In accordance with Installation procedures eslabllshed by Patio Enclosures,Inc and is for general reference. See IndMdual Job submittal for specific Job conditions, •50 year mean recurrence Interval used for both wind end m snow bads barred on ASCE 7-02. •Importance Factor 011.0 assumed. •L/120 roof deR6cUon limit used per 103C/IRC 2003 Tables '' CO 1004.3(h)and R301.7(c). DI Lij •PEI Super Foam aluminum clad roof system with single I. ='@ , Where •Where Glass Roof Panels(GRPs)aro specified,use of this chart Is limited to one GRP In every other panel. The maximum edge distance of the GRP horn the header or `1� hanger Is 2 feel 'I__l •12-Inch maximum roof overhang on bearing wall. 0-Inch maximum roof overhang on non-bearing wall. •3:12 minimum loot slope. Select lesser of allowable span for both snow and wind as shown below Snow Load Roof Span Chart Wind Load Roof Span Chart SnooGround Allowable Span Wei d Speed ed Allowable Sp. Load(Pet No GRP With GRP No GRP With GRP 20 13'-0' 11'-9' 85 16'-9' 16'-8' 25 11'-9' 10'-6' 50 17'-9' 15'-9' 30 10'-9' 9'-6' 95 17'-0' 15'-0' 35 10'-0" 9'-0" 100 10'-3' _ 40 105 15'-9' 14'-0' 45 110 15'-3' 13'-6' 50 8'-J' 7'-0' 115 14'-6' 13'-0' 55 B'-0' T — _.. 101 —_-- r3.-9. 12.-8' 60 7'-6' 6'-J 125"''"' 13'-0' 11'-9' 65 7'-3' 8'-6' 130 12'-6' 11'-0' 70 7'-0' 135 12'-0' 10'-6' 7 5 6'-9' 140 80 6'-8' 8'-0' Wind Assumptions 65 6'-8' S'-9' • Exposure'0-,3-second Goal used per ASCE 76 Snow Aaaulnollone IRC 2005 •Cass Ill applicable b xxwMp snow bad only • Mean roof helgnl Nu Nan JO feel Fa ocher wndleons.see Case I or u 4OF11 Rev,12/27/03 m 2003 Patio Enclosures,Inc.All nnhw m•eneri, ••••-•-•••• --. I A 0.2 der i Note: Where 1 -_ shown, ipt-.1,Required w/ Transom OPP. . 10 • ,,......4 \ MR Nt oe: Where _ Eg_ Required w/ Transom ' - C`eC l 1' hi3 1 ' I I I .. ..---, 1 i ' ii , , 2 \ r:7-ir 1 il cr.!I /kL:3 .1''•-•' ' • OPP. ,......:, I ,1.)-'1\ 1‘)114 ' .I. ‘',, ;I (1,..1) illq.,,,,•44,,,,,,,‘... i-7,)> k.,;:.! ,\ ,..'\ ,,,,:/lq13-7.. tr.f:--T/ ‘,..._ ' :....._•,.. . '12.r -rir 1 I .1 ' A' $'---13- 04. I 77_ , 4 ‘ , lb. II .....- • __ n _ ASIN ....'951•11•11111. ' or .Ign--- _ . „) ... --e ... A &/ / ‘ ,...j. C 1 • - .) 2_ ...__.: `"-r ....-.7 \ k:17--i •—• Sinale Slope Roof Enclosure Plan View __ ----. 14,4*: Wher• qi shown, I I A opp. Note: Where Ki?.....! shown, - 4_-_-)' Gable Roof Enclosure Plan View Hata: When shown, - I Note: Whsra C‘6:111s17o—wn.- ri-\. 44-') Required w/ Transom : _,,,r-'A, \r Q3 Required w/ Trar.sorn r1.7 Required w/ Transom , \Iri'711,.. : sz.:(:.). 2,1 e/- Recielred w/ Transom! i IT-5-N t----.. `':.*; t I ./13', (-71-4.N. • 1 t-;'II .777'\ I I ..,,,i's\- ..1-------.7.___---- -......... I 751"\ ki,71-5) „ , / ‘, -, • I i ,-i3.---:--41 ---, N...-',,.. . -"-;,---, --___-----_,_ 1 el,.(. _,.....:-. ,----4,-,;-,-_____-- _ -- ....,-,;-_ -___.4 --.--,..--— cl r----=,-----.---k--4----.— . ,---",. . ---- 1----, 11 .11 I. IN -111 ....----'-`4-rn' - 11-----11----- "11--------,--,/"..-!'), I Ir. r, --tr- i \11-r---4. , ,--- 1„ I! f, ,.. . , ......, , in ,,—, , , Ili! !! ili 'I., _. ......-- 11, ... .. I ....--- 1, iFit--1`, . iiiii .4 ..% 1 - ....: lc .E 1,1 -, ‘ .1 11-•..........I, ...y.i, • 1 71.1 I! Cr' ii I: ' ..i. \! .....,, t C' .1 7.4 II '1' 12,, 1 I ,11-7.401.1 741t7:j. ....-'"7,:k.,1=1): tz.,-,,,,, ir,...----,7 -{77",--1. „4..,-..,,.II ...-----i-F,,:----;-;:i I! --- !,\.:_. 1, ,.:;.,,-7 ., -p,11-7---4,. '----' Ili II :i!i 11 ii ii III 1.i I, ! t!! ----11: i I 1 11 ill I II. ii 11 ! 1:1 I ii ii _I 411 q , --- ), 1 -•"--111 11' ----- I il 111 I - : t , 11 II i' I' 111 .,,....---H __li *II 1 11 ' . ,_ , , i _--.1, ../..;:1:•."11:...! ' .--4, , ;•.;,,._:., ,,-- . ] :•,.-,...:-,:. -,_.,.,.,,_: , .... ==-3 •---t--;;;,--;vitt,iii't.., .,,... .., 'T Wall Elevation r;.'s .' ,.!,'Vtitt, ,t4-/'- J • L.. wall Elevation •••-'7 ',;q.".1. 1--,.•,•,-...-_, :I., -... Wall Llevation /"..3- (r','>::•(.,.-.•- :-',..'4 L• .C' ,Wall 'Elevation ;-.M, ,..]...,,,,...--..- .. t ,,tC.,C.SION..! f..\""Vc..1 T-..' -- - GENERAL STRUCTURAL PDEliEt-ii-C)RHPELE",a—VIEW" THREE SEASON ROOMS '•,•,,,,• . ,i.,:-•,-•-•,!'-- ' r5....\ •• 1;',1_,_„,. ,L , NOTE. DrhaIlz an 'this short rre,,allezlel'neerii,p ft/of the "All-View Rooms Engineering Manual- r.....3)._____. . •- .., ews......4.41 1s.,.. ..,,,,... . ' -. :'' I@..\ .-.. ii- . ,-,:-f,-- padO 'Y F.77.`1 P. — ' ''il-,:'''.''4" - , no EAST NIGHLAND ROAD ...._...,- --T-----..__T------._ * : * .'' , Trpical>-....\ B1CLOSURES MC. e F.O. 90X 156 e gACEDONIA; OHIO 44056 4:11)46:1-0730 FAA WO.46,..42g7 ' 1 SCALE: NONE DRAWN: MAD DATL 11/12/93 .0.'" REVISIONS I I I ,:, ...:t. Op .... ,.,'‘'.••'... '••-."',\ APPROVED BY: Pil a PE-La/Mk-G. / ,......i 1 - I I. -. .ft-Z.T2Ii **.`-; ‘ .., /2 PI Y,1•1 DID,470b-1 ....."--- 1 Concrete or Wood Flour 0 .: prl. •••• . , 1 ''''-'., • - !:,--::: 11.72EL ' • '... ( ' -.' ',IrAlgi-ag' / °" - . .: . 1 I(3.1..* E-iti'n .:." /-,/ ,SI:NATURE A- L/ P.L REG. NO. DATE Per Locoi Code--A,,-: r;:i Fooling Per '-ocal Code-- :-4 . \s‘51,.....(2-17/. -\ /L., Section rp.-N, i Section riN, to -.."-•f.:%-•:.... ..., All.-VIEW ROOMS 4,1_,'-)) %.,.. N.,L ``,...., ,,,'" PEI ENGINEERING - SECITON 17 ------isuE.: , ... - 5 OF 11 143 it ` - i1 Etyma/or•Roar .Onnet.z.oairb/ //...1 lcarw •'a7_ '0 6 1 / �` _,/';tx s...w•/ 1 OP a D. From i . 6 i TJre Som Swop E porsw s Floor VisaA 1 -• 11 I v Fmer,.r•• Floor / I ' 'Voris. TiCTO l i. }mlit=• �� 1 'Igo `v s /5 I 0 x VI'Ttx Se.w•Rot 1 t_ 14, 1 1/ Ulu t , u` 'F' Ridge Beam r ` M:1,. Tex S. s Tae / sLY Phi Aaris x 1/2 MC:war..•Th.,. an (2)mor.(Tahoe!) / - • s.be. Unto 1/7 tp a 1/1 Doren!edasri Doer S5ar• }.x r TO.soave•T.... '�\ (;"'N ' Z 1/3 Up a 1/1 Doh.ee•er s. . Concrsf. or Wood Floor \ /-Com-rots or Wood Floor t i Detail I l \ Detail , _ 117-�11 ,177-3) •- Footing Per local Code I ' Footing Per Local Code 1 j e s* &mho e/ a Into Shod I•.Conon. Aachen Al norehm Section(c Section /\ am /r s...r La.Shah rte rod n7_ V urrt::1w :.w Into ud.tagos t 1/4" o ae.-tes.armor. r 1/4'e x t tc t4 orti.-va mor... !Ito Co...s , Pond-k4.++Fla to..or(2):a.•. 1.3 Ttho,w•oc,h To Flt Exp•.t r- h!+ f 1t s.�•.. ,-(s)As.i TOC s.•w.. •n.a:-�a n --Ea: amt.. •y/, ()` ,T c.,sr. -♦Ashur.•7.4Y ad SUA.d/•n•V•a.!To Flt a Grp nnor / 0 1/I TIX Swan. _ ///////// Jo 8 Ohm �p to= r 'MK s.7-.... ! A2:ft x ' -EX rlaJ Teas E oar•n /-(4)'(•yf 96c s IA 1 l-?•`�•la veld. � ! T.N. lc b E•7-.:.loo / 1 T.1,...!,N Eos.!:e. /I eor� z t.�_.-,.The.. / / ) 1-nnarv,) ♦.eadnd T.`al. •For- 1 ,Irl,.._.. / i/ o'ft TDC Sew.• (Z1-/'x`)��Y 1 1/•r 4c-r �/ E dr F1,v7 // _ (. i mm 1 /t '! 121 font 7m N Soh / Thohm./.S s..m,d 7rtd xPe�r (J En f se. - EoarLdr,qr.r.. . Too a Botha Excel SW. /r ;% ` C:;ucn 9s. u•''. .2 774 ..T i i �T ^ I i - I } —.-t...--..--{ I-'------j-----I -----i I 1 L H)-!e Y.1%t L. TEx Shah. I I ,4)r 55 2 1/''Mc se... (2)-ff.• --a o \..holo Rho*UN= 5)-+x r Tac ho=•- 1(i)- x'io :e... / (2)Elan. ia 4.•T 5 M/t Salo 5.5.Tn.E.s61.-1 i u () ..,.d. •-•6 •T..1.4.4549.•••549.• Eh*a semEh*sr I ..u.a s She I (2)rod.31.1.• 1 r or f.•C hotrod T.FR 6ttiW.f ,..2 2 5 rxt+oW Mewnw The. • Detail C Detail /� Detail 4 Detail / - - Tom, 4 Archers 44 G,lary Md.'s At Ganging - .rows k Conoih mdaos x G dam ta.1/0•I Y L}Let S•.w Into woad u..t/4••x Sto !Fla w....4d tau 1/4' •.S Lev Sao..M.•ud V.•1/r•a x S'ELoaSo... m rood Uwe 1/4'5 x 1 1/4'i.e.Oro.-in mono.veto Cone.. ta+1/t a x 1 1/ .. ,* .M Iron Co noo 1/Y 5 5 1 1/4•Lo.OrlrPln Ohms Into Coney tlr t 4'5:t 1/4't1/4'h.r to.Deloorhh Mho.in.Cane* _ •,_, • „ e__ W'GENERAL STRUCTURAL DETAILS FOR PEI "ALL-VIETHREE SEASON ROOMS r•g Elmont .=//, r_;on_,-.: (V'\'}1, NOTE: Details on this sheet are alma in section 500 •f the'All-VI•,. Rooms Engin..r(ng YanuaC moms.*Moro Shah Ic:tt1 Anew.•iY T•11/1••••••Immoe,ya ‘4------7"5.1:::•r:�� ( //1 720 EAST HIGHUND ROAD C;\ ,7”...,:-R !//`T• .D. S'NC. P.O. BOX 166 • MACEDONIA. OHIO 44056 (s)!••sc xE'ao�uc Tec �\ - \ ' ''' ....-‘,..\,. ' _-j?.t ® Ctna66-x700 rAE 14.0 467-4247 2 Nto 1-•.•n ChnoldFq Pooh) ..x......„._5�r t. 3earm•.1 Moho wt.Pond.\ f, \\ NOTE: ,t. ! 'SC.ALE. NONE DRAWN. MAD I DATE 10/27/94 -�-�- T -- 111 _._J .rte •',.•.--� ra " The plans, elevations, s and details contained herein are , 1, . RE'!ISIONS Iil'M .nxt-;'7.1;, �_`: .\\.\\:, in accordance with infarrnatian contained in 'Product Engineering w _ "- ,..,; 1:1.-.4.. _ Manual on 'All-View' Three Season Rooms as published by Patio . APPROVED 6Yt -!'.k ' Enclosures, Inc, Macedonia, Ohio. Limitations for product usage -.+,:. • , - - ,�Pond• are contained in said 'Product Engineering Manual. See individual t - I .X9 -21';;11.,--�/'4., `=..• 1-.• • 1/3//95 job submittal for specific projections• unit widths and wall heights. FT"��1-� SIGNATURE ) ccc��� Ft-F- REG. NO. OATS Sang Detailt •""'•1' . 1.. ALL-VIEW ROOMS mdw:W.1/4.5 5 2'L.Lev Saw.M.Stub PEI ENGINEERING - SECTION 17 SHEET: 2 We 1/4• •Logo./Lav 210•••Inn cone.*.hook.r Odra 6 OF 11 • • • pa=1/T TEX 6...•O)N DC tm.u. - (1 N.P..i 2 M•r-em.y+...dhy P.A.Tae) sem.s.re.e (2)-A=1/T TIM San.,••E...t-ua.. 0••VI'roc Screws f•, 1/T roc s.....z•H.,vr. nrd•~� M.1...m My ��h'"'4\ nmrr As. / '^A a 1r OL 2•Ho*lamella,m. ... _AI Vie..51 mem,..b.uer/ 2. 1/3L .cram...N..am a I Fie.se. t-a.... 5 lmnl., • tS2e 2105-11175 Mon-nal �ji t ,ii (a.umm0 Fade -'.iimiilli =1/T MK S.... E"— 7,1e Tho ow 2 hem E....-a..n p'a=1/7 alt s....Al[..�: -sa..�..t 9Y.sw Sr.. N �ss.n..rt sem.s.�x r. a.Ea..«.fie.. ... c-.Pq* 1a]E.n.40- 9) 1 , (/ is.1/T 1Fx s.+. P�C I\ `tea c �„�� a Per Oa mum.0 mew..S..4..n.J 2•E.ra.1-e.e'Loaeamn t!= 1/T me scream•1e' 0L/ /r ��n T . j .�...i.....1-w... 1/4 8e.d \\r.Ella x!Meese '•h•e NW :/T:r N,ia:n a•c» 1/®c°.sae�.. S No..114...w •.ley D. unit Preis.- \ r- ^m+ Ned Pena Ri►e.) \14 M. . le3rmcse...S if CG Detail Detail �i1 Detail n, Detail c --,��' , •h......r...aq Me Rm..1 m'V.P.,„. { :_:.'.( ✓T. r� 1/le sn..e...\ 1..:as..,. /1/(71% eat,: .: i s:...nm.e..ma.1..1t 1! - !/� �:Lam Senn. i 1: ay.bq ! r I T n.r..r. R.w...ai•,Sweet.Scram 1 T TE1.Saws c 1e :..-\jc -.—i -w' '' \ iI'!y= /_ .m1ti Wed,a..w.1ma, 1 \ 9'wclrc iF �I�1`..... L..' r. -Tak?a..,. .K — I 1 1 V5:E :S ,_,rtw I Seth vee. /^ 1.....yw,c:C o.c 1 .n<.ra : P.ya 2 arm....army pe=r me s,....1T at sea. a�y Dew Unit." I �` q % _ pe.rT"cS-T.m= 1 IRYp Dame Ura F Th s .iS aL \ I V. r . �e.*c ua F�m:y Detail viol \ s14/_�---+�• . Detail •fr,�4rhr. rl u pef r Tcic /ssr.:u,se,..t>�.�_� I Detail6-,-, etcil ria -;...,--•_""::,--'--:„., L / r Mr�l� T+-R. , �- ev E e+...o • - ..-- ' --N.-. GENERAL STRUCTURAL DETAILS FOR PEl 'ALL-VIEW THREE SEASON ROOMS we.+ sae ._ NOTE: D.talla on this Wire ars alau In sactlon 500 of the"AIL-View Reams Engln..rtng Manuar rim,_:_ F1..Ky N am.•.A --�-"• d •5a,.m.r sa..m s..r.• .,.'� . �•-.! 729 EAST HIGHLAND ROM -.-y'- ' S,91C. P.O. DOX 1111 . MACEDONlr, OHIO 14051 Mating. 1/C m r tae sm... /".:.,•C----:� (:" m ann4A3-0700 fu WO 457-4257 •1C arc. •r t' 1. .may Tr•Nayer�•9' cme..•• 1.SMS ��..moi _ SGALE: NONE DRAWN: MAO DATE 11/12/93 , Tr}ream 9sw !...1/4 N■1/2.3112.c 3..m.. NOTE .• ( E+F P has seism... Jr (2).A.1-.+.n �' REVISIONS 1 I �,e s.,,„• _,�._. CZ)1"1.tirA The plans, rlevations, sections and details contained herein ore � /I%9¢ .:..,,,y? T .ryP in_accordance with informat on contained in "Product Engineering r t- Manual on 'AIL-View' Three Season Roams as published by Patio .. APPROVED 9Y: ', 1 • -- ii closure-3 Inc., Macedonia, Ohio. limitations for product usage Y ,' D :. •, are •contained •in •said 'Product Engineering Manual. See individual ' lam'- Yri*erlIGNATLIRE tLk —I (.3I/q •joh submittal for specific projections, unit widths and wolf heights. i , / P.E.'REG. N0. D ATE A...Pw ..h..nh...F1.•ns ' 1"1-0.r•*;71. A•Ramulnel Detailit I ALL-VIEW ROOMS - PEI ENGINEERING - SECTION 17 SHEET: 3 70F11 /-idaga town Location.Wood.(Not Shoon) /-51cloo Boom Location.E.xLvdpd Aluminum (Hot Sl-c.n) rExtrudad 15cm.Smarr/aosrOty :tenor axosnoty, , it gyp.ape.sm.4)\ / V..n..--...wo•511..-4 Soolont IE.,.b-Wot.:Auntlourn Rid,.Boo,, Strut.-tural . I - Saloons Zoe:. -1 i ..."/ (l ' yp.lk.th Sidol.5\Structural=con.Sealant (ir •.' . . - Ur- . 1 --] \ ifianwroo Portion! SIGcone T C .. ...4\ I I •' .. - . '_N. t......... --e \k,..,„,\ilt :..-..:,..-..-- oaf Pon t . 1 I I I: Corns Not-'41R____F 1 / -ih x 1/2- H.Scrw.r., (5;Evo-y 35- Co...sting Pollak),"'MI.Typ. ....,...m....m Pp.-hol- t,Otago too.., if Msorroarr I / a 0 • \ 1 I --I \.(4)-Oh x I"TEX Same-. (2; Each 5ine I-2..x.3 Expands.or Comer CaJuno. 1 of Fildga floont I 4 Nocomsr .1 (2)-IP.r TEK soros.. (4)tom SIMI Rae Pan IL ip A 1/2'10(S.nrerx. (5)Every 36 ._ .1 (3 Into Paoli.(1)Iota I-Boorn Past 4x4. 4a6.Set.-L. \-(4:`-#10 0 l'r Woad Soros.. Poxt.3x3 x 1/r- Extuded A.LIMallan. Connocting aorni.a).Tee.Typ. or(2) 2,1, -.... ./.._____ 1 or Cons Foot vr,'lx3 Tuba De+ail (11) Detail 0 Detail (ii) Detail 7- View A`i.7-* View A 4.?_-_, rad,*Soso Lcca5an.EraMosci akansourn 'Wage Chasm.Extruded Summon or .-ItIdg.8.....Location, i Woad(Nat Shaxn) I e ar Wood(Nat-Too...) / Ex.sudod Uuminum co.Wood / Nat.Call 0.,IV.0..1.10.,.....a.I. / (Not Shawn) ja"f 4*"..) r-"----± /17,-.,/4-:1 1,±± L;..(444 ! r."!!`1!::',.. cr!R"''''''''''' I ,I,,'''-::n1 8'''or J'''**'nfictEs'uSh.:7) ....-----.------1 / I----i--\."--....., - - 0 ----1 I I ..2-x3 ExPono.,..- ;4)-#8 x.1•TV Scrorx. t., - 1 Co,is 7oluron..3 1/2" Lg. ()Ec.,,,..,.. \ ......---------- I I I I I ' I \41-dx:-..7. --o Rao 1 , I 4I-S x_1"715'0.0 sL5raosp-,4 ,-,,, aau.1 Poo. Sonnm-1. \ I tnoS1Td'0-1.aa)f I I I _ ....„1 Ft/ 3....".•IY I.3'..I'°•rd (4/-flO x I' a.....1,Scrox-1-.::"... r z•J,...:.....1,4*a.Lan:.--,m Roo...wit (a)-ia=I/2'4.--,,,j 11 r . ....,-,Sr 7,, Ca5ar 11. Te<5o,ro, , I _--Porad Cop jf I 0 i (4)- PEI 0 1..-Waco 3.-....-. , . , , . ,1/.- a=s- ...,..t..,.p,....,,, I.1.7,-"'".•..1. (4 &WI'r..44 I •-.'"'"---- d / I ----, . ....?a i.rch .y.ro 2 stoor 1 V''-'...f:,;"2. 17.10 J'' • -.4.---1. •2.x4 co...al Exiat. *. . • 1 i•i I'• 1" I . , 0 11.1 o, ' 4)-#8 x t"TS<5o+ora- I, Evict Wood:. Floldhnxi ra,,,.\ 1--'-i •----:po-(---- ,.., . , .. . ,.:...„_.... .... , , 2,3r.i ET,. mai Aluminum . I (for Extrao.Alurn.Itidgo Naorn)1 I I I"1 / • ,_ / I 1....--1--,- 1 .3)C.....Pee m/tx.3 T...138 I i . L40 :2)EachiSido 1 o.,..,±..t....,,,,I.. • ••• I (far Extrudoc NUM Mg.Boom) 4 Erke2.-.o Wood 2o Sondboord W(01.31•7 StruMura Ni / .-1 .. -L-. •.,to.r.i '.1`241 To Mona 0/:,...-U:21axo 1 And Nail'2o1 206 To lot • D etail.d...i.. _,,,,L,.1,- ,-,,,:-.; - . atoll 13 Dcail rri\) Detail "13 .,..41...... I ,-------..-1--Z-..-... ........ ....L.t7Y............ ....................1.. ............ .. -...,--.'"- -..:. - 4.±:;::.'.-ft- ----'±±"--GblERA.L STRUCTURAL DETAILS FOR PEI "ALLr-VIEW THREE SEASCI'i ROOMS Rldge Noon I...nit,Extnni.AlurnIn '4.,I4 II4141, or Wood(Not aonm) c .. l -..,'•• .1 -. . • NOTE: Details o' this sneer are also in section 500 ci the 'ARw m -VieRoos Engineering sioncor ` - ...It'- 7,.. 203 Expender.or 's '-.....'4r''.. .-al .- ,.. -, 1 -'tr.:•':: .......C. P:1113 720 EAST HIGHLAND ROAD Wood Part ' ' . •- .".7 ,.; :! (4)-fa x Y TEX sere.., P.O. BOX 136 . MACEDONIA. OHIO 44056 Conmet to Ealarting 5boo184-o . . (2)&WI Mae ENCLOSURES INC. e (ill)04E8-0700 F52:211457-4297 w/Anchoro e ir 0.c. 4±,---1±.',1". (4)-is,8 x 2.•±0,444..._ 1/4.±4 r Lo.Log So..,,0,10 Wood ' I 1/6 i fx.r Lg.Leg Senws 4/Lag --.::...."-:-..-...j....'.:- SCALE: NONE DRAWN: MAD I DATE: 11/12/53 Stdolds Into Concrete 81o.or Brick NOTE: . ..., •••••••• I The plans. elevations. sections ; ' • ontained herein are ,. Z. 0..- ^‘,.. REVISIONS Notch root To Fit Inside Expands , te!,<1.t".. • C -, , • in accordance with information contained in "Product Engineering . • , . si‘,... .., --. NJ tr6E-ii/Z (4)-#80 1-roc 3cnora,,, CornerE'PatrIl\.7 1/.1. LN. j Manual an 'All-View' Three Season Rooms' or. published by Patio , ....' jc,z,,, . ,,-.. APPROVED BY: ?A 8.PE-a31/q4-z (2j Each Ode 7.,77 .•,.., Enclosures, Inc.. Macedonia, Ohio. Limitations for product usage ..,, . .: .:...1.- Ce4705-( -44; are contained in said "Product Engineering Manual'. See individual , •-n: i..-- --) 1„.-1\-2-2-7.1-loiNV4AL$54g i/zo/q4- 0)-1/4. 0.1i/4 144 1:81".-P1n job submittal for specific projections, unit widths and wail heights. Anehav Into Conant. / / SIGNATURE .7 P.E. REG. NO. DATE .., .s .•--• (4)-1/4' 0 z 3'14.Log Co...., .v.. Into Wood V.-. .- .., ,• - • Detail 4, -,..-,n-. -_ ALL-VIEW ROOMS PCI ENGINEERING - SECTION 17 SHEET: 4 8 OF 11 • 11 -,r--0.....1 /t y x la .Loo sae.1..Root Fleardre A.Needed (2)-Woo Pm. .tree.C.S.•r ere r b.m Panel (2)-N=r me scree.•'14'+d+yM stn.a+.el Stae.mw - (3)-N=r 7IX screen tram`Woad Ride.a.arn Peet fe=i r c. Hee.M'tr`i.iyirt +• • /e=ll/r nx Sm... Eo.St. N. my Peso Erw+na.•Lot.-/r-oast... Hot.to\ , Red Pawl - I a- 4rald.Corner Feet �� o/F 9M Roll ...\ Stan..!Archon•• 1C 0.G F • woo .rRw+ wtLk ± - 6 I �•tr-arm.n.� )e x 1/r TEx Sow.T1.0 Corner Poet 1, x 1/r TEK Saw.Faen 9h-' Expander(Wee. ... sake,.. / - I nN..�w Peet labs•!f-dlarn.l R.^.•yyg R ruo�r \` `x S ..t .Lay Sae1/e a L�a Lay ShieldsdShields am rn Cae.v..Baer or Malt 1.3 a r'TFx Saws Ins'Wood Detail 1. Detail 0 Detail e Detail( I l /Clot Mali 6'.n•er,Tra+.em UM - ` r tiC _. Clow WWI Perna.',Travers UnR I .x)r 'r�!FAA Sd. StrF¢r.SBlae.e To r Tv,Saw.• IC O.0 ! / i flex 39,.'aa S4ucW.d u r/10=r TEK Saws a le D.C. smart PeMw Sol Tube •}R x I/r TX Sade.•Tw a Uaaan - ' S[e..n�if!a•1 f:�.ar1.r. Ywtr Framw WrW.r. Sawn (:!Err3..:w I 1 eeqq 1MW u moa,-. 211:' F.cis u.....,.r. :i 1 t - Urxt `ire:lot-M Flan. • Serfte Lind r , Jog'Jne fmm+a I ^rx... Tape i , -, �1 Saran:Rath. 'Lw..1 I VA .T-Ra!Vent.., (at SNe.n) Goa TW Rai Il.rnimr,1 1 ' (I Roan Dor UM i Relini Meer Unit I/r T. 1/16', 1%C DS Gk..or M Co.R.*.. Clow Wlda+u...e.r. rt.men lbr+e.' cvmetrm.a.e=As.+hnan (x)-N=or�Ttx .'s- �\ / `:`w Rm,o-.:�o. :;1....w! :wee a.rs UM 1st...r U. Ewri SW f'=1/r 7,7(Sows tie.Eai1:aJ. (Not Seoani (hot M•.) `Qms'y C. S.A..SBlmrw Seat." NM= Transom Without 1x3 Tube Transom With 1x3 Tube Glass Kneewall Ganging, G-Caps Glass Kneewall Ganginq, Expanders • ..',', 4 r..•'.�,:. -___:,......,-4, GENERAL STRUCTURAL DETAILS FOR PEI "ALL--VIEW THREE SEASON ROOMS y ,�� NOTE: D.talla on this sheet are alae In aeatIon 500 of ho "All-Vier Rooms Engineering )Ianuar s. Bet..Wrtd..n / .SID For Rainy Dear UR.Nene ),_, '- _ . . - ..--77 '. {{ TFC .. r�-- ` •a id 16 G.Eom se. jecilg. u)-N x t/r TER 5a... _ ' ' .~i 720 EAST IA, OHIHIGHLAND ROAD5 � ,�(;, P.O. BOX 1166 • MACEDONIA, OHIO 'r MIMI Smea•••••lir o.c �-- .�, - - o (M1)466-0700 FAX(x10)467-4297 • ( +•12 ac s �I:� NOTE: - ��- SCALE: NONE I DRAWN: MAD DATE: 11/12/93 lx]Tube SealBet.. tire., , s1.e4T�u.dGlom The plans. elevations, sections and details contained herein are I/�(r REVISIONS l/I$/q5 ��I, in accordance with information contained in Product Engineerina .•:•.J tr, • Nano Door Dat Framing I Manual on 'AR-View' Three Season Rooms as published by Patio - APPROVED BY: I.•�' - Enclosures. Inc., Macedonia, Ohio. Limitations for product usage - ..- /////JJJJJ � � i 7 . / are contained in said Product Engineering Manual. See individual 'r.' +.. (g •R- _/_7 ! ,. //g/ • ft Glass Kneewall (or Sliding Unit) job submittal for specific projections, unit widths and wall heights. • -o •� '' fi SIGNATURE ll P.E. REG.r NO. / DATE Below SlidingUnit *" vle+ ' '• , 1.1 .:: All-VIEW ROOMS PEI ENGINEERING - SECTION 17 I SHEET: 5 9 OF 11 Existing Rear 4,trylaa—"- .-0.''' FAi.tb•9 Roof�hpl.s. .4� Sh.atlnM :ap r'=aNno� \ -.0....-' ! 09'�ro.r i+�inglr x54 For R _�/ �� e6wq Door UM At•ew • I Ed.6na John .Alumna,cichlna M!w ShIa44.- \ Stogehl.N.� 5R.t SPa.]r,p Val.. •'r- As Necsso, \\ �i� t fe I.eq i.a:n.EYIawY Joists '\\ -1/f Ano Sena..„.„ .enrol Slllean.Sra•e•r-..„Ni-,-''''• ..,AS''' I • 161 O.0 Each SSA Sanwa -«e,11•.ngr A,sO-,pY,� / fads Imo Lmnn9 J46ts J•n ry14ny,,,.Lana tow'r.E":".d";..-7 /T 42.nto Tac sr.4rns'-'''''6'., rob, Z Each I-Amrn Elwt+n Rvit.r I T / y\ \+••'1'•g?anal, t\ \ Cts.a sPae,y� da t Z ia(Sw.o- h ,^:•,,..t„ri scar \ 1I 1)c4 von..; t Into em,1_naoro I aE.a�.a•.nt / crowding r•.ow, .:..: \ � .SW bal SGimn.Swbnt Salon: r--`....- / !o y.•`—>^---____ I 3lrocasd 011con.SWcOt.1.4.4,4'..7., 1,J Tub. Abad ,N ,JF \ cj Expander•naor - -10:t/7 Tac sw... F-�-�.: .:.\\ ' nnJ�J1 s»1na,`o s<bnrc •n') {' • •I6 ar-Coat me. �,Y• _ -e'�`- )1ti 1 e Emyr, '� + 1/10. r . tier eontnue..Anglo Psaaw',d And«rrr o 16 0.r_ 1� IBeo:4nf1, Struc4sel SOImn.3.almnt� U.a I10 a 3 Weed Srr.o .'•Rea Panel 1 Md: - ' U..1/4-6 x 1 1/4' Ly. 1 . Orin-PS iort Ede Condi rte \EdM'9 Z o ESoia. •Ree(Panel D.peh 501.. Sandwich Panel Kneewail - —_ Eave Fascia M.-_-.:Jntrave Reverse Mount S;-sawn(Typical) S.alart!, (4)- Ea a 1/x.tE0 Tse r / J M Fsd:C.Aar At Tee S iII 1(4Cn_ri- aCn Gr r M Top... i .- J -534400.ncawr,a.• 441401 (Sawn / ...- - r� L � .44dort I - _ 1 I f ,,zb Fear.Pond,1,./.,47,x-7 A �_ yyyyiC1 S r(;_ �;sy., °114 S l 1 T _ u J -..--r"�s 1 1 -a�"�� I i t II,,• '511; / � r ; `r ,, r?j=�j �l J- 1 'I—_ `�_ ,��1 is Fes. Par./ 44 - d rcn �'�pp l(; �'p i '.,��, ``� 7 Mme• ' xY JA. r+" • . Eapewd A4RnNurA, - - - - 1 • j l (=:--fJ c ./:' 'al(Sorsrx A:';wi.u.r..: .. L '{• 6t'1GJ.�.i }) 4 ,.1. '1 .. '6 :Tni•"'I liceds-Assrntly7.:aro«'rG+m) Medv A.awnah .t.`ll•r:•t! 41 i it .17-; rfl ti �f �.I' 1 f 77 r1 • r • '- . . jIntegral Skylight Cross—Section Integral Skylight Cross—Section �. - _II- 0 I—Beam _© Header � am - -- — — — •mNERAL STRUCURAL DETAILS MR PG'HL-`h5r 711REE SEASON 000410 NOTE OASIS.n MS.11.41 ore an.In aanO.n 500 o1 the'!W-w..Rema Engi,wmp 4..«..r Harp"— 3 (t EaW 110/TTap Scroos 41 Seolwri I 770 EAST l6DM4410 ROAD I/Z Exposed Aamkwn Framing I . ERCLO$GRES,ItIC. P.O.SOX Inr wtEDOMA.OHO 44056 M04041 Aowby Ij m (716)46E-G700 rAx($16)467-4=97 Socks! 1 ,4#.:.-77.---...„.Nr,..... F:0,.....-7---7-. owns 4AD 0ATE: 11/1$/93 - The plans. eleva`ions, sections and details contained herein ore -A -" ir foam-Pam( in accordance with information contained in "Product Engineering = ;_;;;."l _ .AL-1/ca-.3313J Manual an 'All-Vie'x' Three Season Rooms' as published by Patio tn•• )i • ,recti D on j F d pr 0.37 r •P Each . • Manual es. Inc_, Macedonia, Ohio. Limitations for product usage -� /�/J 1 R Gav9e5/ l / are contained in said "Product Engineering . See indivights _ - _ - / �, „Iyh�� /i)�pGi (z)-}9 a 1/Z iIX sw...oo Eaah cams job submittal for specific projections, unit widths and wain heights. - c 31t:MATURE PE.RED.NO. ESTE (Typkal N.4dw AaswMe 3w4.rettwn) _ Integral Skylight Cross—Section �^*•- "''' ALL e'ROOMS® Hanger ec E74CINEDUNC-3E01103 17 SHEETT---": 10 OF 11 6' Max.--1 �` Existing Slab Welded Wire Fahric, 6x6 Existing Slob Varies Welded Wire Fabric, 6x6 Vories 1 Variesq - Yft'4 x '41'4' O rC Concrete Thk Vories _ W7_4 t IW1.4, O C Concrete Ttrk } 'Li Varier- I 1111161810891111:1081131 ^ Fir n J A 1/7 ' 'b Min n. .• .Lsmamonumacia Fi`I 1;4,11.1 ; 1 , ,nb M Unde in h Clean Bottom `�`ry� y thylene I ,y Underpin J9,i`., •t .006 Thick Polyethylene 7 •��5�• rp :006 Thick Pole n Unde in do Clean Bottom JJ�i Ber.eoth Slob ssi e'" 0} Existing Slob Jp�J't Dowale, As Required l �'t' a {r}• Dt Existing Slab _ i Dowels, As Retuirea `�� ''+ Vertica SteeI Re1nfortement ! o I)' -Vertical Steel Reinforcement �,'� .i: Vertical Stee- Reinforcement i a Vertical Steel Reinfrreement �an N Ifegwred Bares As Required gars .v Required _ Ban As Required a2. Min. 3000 PSI Concrete (28 Days) zl '� ,r Compost Subgrade/ I o') Min. 3000 PSI Concrete (28 Days) �; i Compact Subgrode/ Z ` n n ''•0 Horizontal Steel Reinforcement Norizont I Steel Reinforcement I c-est ane I : Undisturbed Natural Grade -Min. 30CD PSI Concrete (28 Days). -._' Bon N Required url pilon As Required r or Engineered Fil! Frost Line 4 Monolithic Pour N ,r Continuous Footing ..j I Min. 3000 PSI Concrete (2i3 Days), See Note 2 Undisturbed Nature' Grade Undisturbed_Natural Grade } Monolithic Pour I 1 or Engineered FII F•' ' or Engineered Fill Frost Line 1 L:':, r _ 7 �_ 1. Allowable sol beorin roasore a bottolr. f fartin 4000 See Note 2 �� yy�� rr- I -Undisturbed Natural Grade p rT,Tr� ♦+-y po nos par square foot or yreater, sub)ect to loco balding Alin. or Engineered Fill code °pear:al. , 2. Diameter per engineering analysisor local code requirement r-Moveable so; barring p or greure t bottom at footing 4p00 1.Allowable son bearin s no 9 batt to f too5n :s ZP g 1 Allowable sol bearin ressure a botto f tooting ' 9r yq code a p quare root r greder, subject to local building t$g a g t$a� �dQ07 located ganging de approval. pounds p square o or greater, u)est to IoccP it pounds par squats or greater. sub, to Ioeal buil ing 3. Piers shun be lata a beneath comer columns, al code approval. cod. approval. between unite. en ndye or cross beam posts. 2. Diameter per engineering analysis or local code reauirem.t. 2 Dimension subject to local building code requirements. 2 Dimension subject to local building coda requirements- •4. Olmenciva subject to local building code requirements. 3. Piers shall pe locoted bereoth comer columns. all gorging 3.Foundation wall shall be located directly beneath room walltr. 3 Foundation wall shall be located directly beneath room was. 5. Pier description above is same 'or in-tnllction below deck between urns, and dga err crass boom pcsv. 4. Dirn.naion subject to local building code requirements. CONCRETE REQUIREMENTS CONCRETE REQUIREMENTS CONCRETE REQUIREMENTS CONCRETE REQUIREMENTS NEW FOOTING WALL NEW FOOTING WALL NEW PIER FOOTINGS NEW PIER FOOTINGS- EXISTING SLAB _NE'N SLAB EXISTING SLAB NEN SLAB :TECO or Other Approved Connectins T Notes: 1. All connections shall be nailed and installed securely or other us prescribed by local building codes. Support 0 Existing Sheathing Ridne Beam, a' or S Nominal Width, Depth Varier. 2. Actual construction may vary depending on actual existing conditions. p Y---i' f(2) - 2x S-F'-F Structural .race or, i `` \ I _ (2)__1 :/4^x "Mir•olarr or Fgadveient to Far seal Coce r 4x4 er toil Wood Post:' r- Existing Roof (Remove Existing Overhang As Needed) i '~- _ i Existing ;_) - 2x4 =:c:es Sunpor(Above Decrng 'Kell — - I -xi tine Bearing Wall 1 Existing (2) - 2x�-ri--Tri?-'"ice T--- -- � Heade; Par Local Cor. ---� `Exacting So Cri_olero Ac ALpiicobie 1 - 1 /Existiry ( Lx4 Slcct 11 1 :Ridge Beam Exist ng (2) - 2x4 Studs-" 2x8 0 16' G.C., w/ 1/2- Min. Sheathing & Apppro�ved Roofing I (� lc'ocn Sr Of Ridge Beam- Tie-In To Beam do Existing t'`\�s•• e `r' ' l Existing Sliding floor Roof wpeApproved Connections Ly 4 r, r, (Nat Shown) #;.";"• !4:..4*'.,.; I. II 1 • • I 4x4, or 4x11 Post I I ting 'oaf (Existing Double Top Plate r " - Ot Si I _��cr-----n eocie Roof Sesh r vies • _— Above Sliding Door Ci Existing Structure • Gable Roof Ridge Beam Tie-In To - ,,r,. ,,,,,rrr,,,,,., ,,,,, Sloping Existing Roof - GENERAL STRUCTURAL DETAILS - MISCELLANEOUS Roll Roofing (Ice Guard Optional) Remove Shingles as Necessary err----�. Flash as Necessary ,1/Y Plywood Sheathing l,r�''f;_` ` 2x6 Ratters O 16' O.C.; rJ ,:".. Linn Up w/ Existing Rafters ash oc Necessary to P.EI. Roof ....l.../7.77-7.- _ 720 LeST HIGHLAND ROAD (FlP.EI. Roof not Shown) Of IP2RESS INC. P-0, BOX 166 • MACEDONIA, OHIO 44056 Lr. „r.-, .., •-: ,. e M.)465-0706 nu CM/AV-4M 6 Front Plate ;(. � (2) - 2x4 Plate ', _ - SCALC: NONE CftAWN: MAD DATE: 11/12/93 �� 2x4 0 16' O.C. tom_., •' -L� 0,-"7"---- Existing Roof Line 2x4 Bottom Plate tF ;4 `'- .- • ` 1°`! ^�i REVISIONS \k \-.,-....-' ^' - c r'- 11:_ - �a Cos dJ�dc . '.i.,-",' v-- .: . .. `�`:"; ••'-i..? , APPROVED BY: pAr PE-0.37,96 f • - ivy 04.47e.,--/ 'Existing Overhang to Remai t'►'' • I: -rr - - r ' ,` ' _ _= �. t Oilers �lgsaf( x/20/94 SIGNATURE - P.E. REG. NO. DATE NOTE All Wood to be S-P-F #2/Better • f',. p)'' (. "�..'- - .• , J:L - MISCELLANEOUS Dormer Section PEI ENGINEERING - SECTION 17 ,SHEET: 7 11 OF 11 t NAME: MERZIG ADDRESS: 5 MOHAWK TRAIL patio O CITY: QUEENSBURY, NY ENCLOSURES,INC. ZIP: 12804 1240 CENTRAL AVENUE LOCATION: ALBANY BRANCH ALBANY, NY 12205 (800) 335-1966 P.E.I. JOB # 37323 S.A.P. JOB # 10981 GENERAL ENGINEERING NOTES: 1. IN ABSENCE OF BORING TESTS, SOIL BEARING VALUES SHALL BE PER AS PRESCRIBED IN THE INTERNATIONAL RESIDENTIAL CODE 2007, NEW YORK EDITION. TABLE R401.4.1 2. ENCLOSED DECK LIVE LOAD SHALL BE: 40 PSF. OPEN DECK LIVE LOAD SHALL BE: 60 PSF. 3. 50 YEAR MEAN RECURRENCE INTERVAL ASSUMED FOR GROUND SNOW LOAD AND BASIC WIND SPEED. — GROUND SNOW LOAD: 50 PSF. — BASIC WIND SPEED: 90 MPH. 3—SECOND GUST — SNOW DRIFT GUIDELINES FOLLOW IBC 2007, N.Y. EDITION — ANSI/ASCE GUIDELINES ARE USED FOR ROOF/WALL WIND LOADS 4. ALL P.E.I. PRODUCT STRUCTURAL COMPONENTS SHALL BE CONSTRUCT IN ACCORDANCE WITH CURRENT P.E.I. ENGINEERING DATA APPLICABLE TO THIS PRODUCT. 5. SITE CONTRACTOR IS TO VERIFY NATURE AND CONDITION OF ANY EXISTING STRUCTURE AND NOTIFY ARCHITECT IMMEDIATELY IF ANY EXISTING MEMBER IS DIFFERENT THAN SHOWN OR IS UNSERVICABLE. 6. REFER TO ENGINEERING DATA IN SHOP DRAWINGS FOR ALL CONNECTIONS. WHERE A SIMPSON, TECO, OR OTHER MANUFACTURER'S PRODUCT IS SPECIFIED, AN EQUAL PRODUCT BY ALTERNATE MANUFACTURER MAY BE SUBSTITUTED. SINCOX ASSOCIATES JOB NO. 10981 ARCHITECTS PLANNER.; ., - P.O. # 2696 G ^,41 ' , WESTFIELD, N.J. 07090 +„ ,,r,...,� GEORGE F. SINCOX TEL NO. 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