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X AEC EP TACLE (me cuIlar TOGGLE SWITCH 3 'NAY PUSH BUTTON MOUE (ACK ROL'GH-INI WALL PHONE. , INTERCOM ,OUTt,Er ELEQ TRIO PANEL - 1 . (..;AkkettAce 15P0fA):1 ' - VIA E . ' • - . - . g - - 40 MUNN ( 2 ltW 240Y .c0011iNG TOp 26/ - A 1b CLG LIGIIT f PATIO LIGHTS +-POOL LIGHTS RC 1 et MET E P1/4 F 201) AMP 120/740 I 0, 60 N' liN0EROKows.ilY ELEcrFucAL 75AVIc0 424510.1 VO (coPpEA)21/2"c 2ooAIJWI/20/2i0V RAIN TIGHT PISC iw ,16A P 24Q Vf N1F 1: NI AI3 4 [kit - 011111Marelelerelleerelerlegergerreleale••••• 1 - F-;01 4:0 • 1 1-4 I) s.s la0 al.P.111"Ml".....W.NOWNOOMINOMonk 4 1- 1 t o 1=t )4 t_..1 GO •44 p<e0-1 c• Fp-,A [ - re- Ft" 1---to4k4.1. , o'kt iAta • 1 44 • "2: /■••••1 ( ; -r I :: 1 — , . *a...a.*** L, • _ it Lula .4.1FPF 4 j te s, 40 l:;t <"..pzir:Nei .1,› FP, 1 1 "(26 M. X }.4. "1 _ &-) ■•.el Fe' I, P re.c-.>%/1 t , I-' L1l I C." •.4" - rt-1t.. 0:3 r 4,4 y,," 1-- cix-; Ir;;;" ‹3-1AsNF- P 7 5 - 4 1 C. t-1N f) 1 1,-^ L. I P. gt. c;71 0./ r;;;7 M e'0■I l4.. • " I •et- F:_._'_. •■••••••■••....V.........** v./TWO Po 1-.tia eC.,P-4r4 •:::>1•••4 r_2, • I.7-0 F■trekti-.4 At, • T"PlteeN. RN.) es I CA... "7 1 APi - r o-vr A ritick 1 - .4. --e4 pc Lore. r _ F.: Le ape- g;-•zrv1 It- 1 c , —1 -- CO' • • . • I 'NA/A% L. ••••„:,00%P. • 1777-71— 41 ; . 9 6 M•>(1- f • Lkk1 4P&. . G% IL. . 4.0 F- es-,4 . 1 1 1 - a et , .A.t••••NL: 40 • 1 ev 44 1 Z. re. e4■ •• — 1_2 e ".• • • 7 • 4..... fiii.t--4-1-"I'•••°‘..t•-• t•-4 C.7 r 1 ( --....1,- tz-4- if...r--_cr 1 (.9.4,-/- ...4,4-,.t......,A1r--1Lin,A .) .:, ,,F .•- x.„- F-Ar---1....:.-.- F=c,W...t.... 1 5 — -V t _..0:: r--- - -- --- t - e... •"/ - r - -Ie -1; "P f' .., re-4 r .0--...e%4 ,,,t-.v. r..*•..r.- - -- ..,<..v.,-- ' <,., --• - -.,, --- - 1-*L - r c..) ..f..p, 7211•W--,r-v,„1„:"---- ‘/V--r ir---,e1 8 F." ......1; -e - 1.......rA., , -- .4 ■1*-4.r.- M ...4.-**Ni"N•1 t''....ck, ‹....i..-• P . F-#J'.4 , ...tN i FA- e_.... Pt" 4 j tom .- - 1 - I ' 4 '....z> , c - ...,c.› r---k tt, --.5.-4r-. t-- *"."/ m e Fa ‘';#'. t H LW I- 4 • Net e:::t L -r t •-• C-40' 4 4:=1t 1L t= 11 1 MC.1 :tr,„ t te- 'Ner v--1J 1.- F P-4 LJ v•-•11 - . •-• / C.? tP7 4 1 1 w • r , 0. 1 • 2'X 4 BEARING � PLATE 5" NOTE: 2X4 CROSS- BRIDGING, SOLID BLOCKING OR EQUIVALENT REQUIRED OVER THE 1, BEARING FOR BOTTOM CHORD BEARING CONDITIONS, NOTE: PROVISION MUST BE MADE FOR ADEQUATE ROOF DRAINAGE. FRONT VIEW REAR VIEW cry v-1 It END BEARING LOCATION r1 u n +7 i 1360-L 1330 '[ /\ 2" ,4 2' 2!1 2' 2' OESIG11 STANOAROS CONFIRM 541Ttf n tit� APtLIcA91.E PRUVISI t4 OF TOE SATIONAL 0E3103 SPECIFICATIONS f,'+0 LIGHT nEtF,L FLATE" 41U00 TRUSSES (TRUSS PLATE INST1tUTE3 80 • 160 1611 A C a _ 0 1280 LOCATION PENSION STEEL- BOTTOM CHORD 1 1363�R � U 2' (1 1 40 1 2 OE8IGN LUHULNG , ? • 110rF). 11.0 X UNIrStRE 3 INC. rap oak? LIVE 30.0 P. ,'. ,i11NIt JM LI Ii3ER SPECIFI flr10N FOR 1 - 1/2 LW1UER rat' CItORO 0E/10 10.Q _P•`' : ` -tr'P CIf0R0 2X$ N0. 1 K.O. 50WJTNERM PINE BQr rOli Cit'3RQ 0 . 1 ° ps, Barran C1ioR0 2X4 110. 1 iS .O. 500 rttERN PINE ream ClESIGf1 tan t 50.0 , P A - C C -E E-G G -I it i4 11 -+3 13 -'J 4 -S S -U U -14 11 -Y Y -1 E3 160 110k ; 16(3 1 ti L N' 40 40; 1 rue -? 400 -440(3 _ -6000 -1200 _ -8000 -8400 _ -8400 -8400 _ -813(3(3 -7200 -6000 _ -4400 -240(3 Y N 411 1 FORCE r'A3LLE E30r l (3114G /ERt �3 -0 0 A -0 = 2683 C - = -1160 0 -F = 2400 1 C -F = 2236 E -F = -360 F -11 = 4 G E -ll = 1783 G -tt = -760 = 600 } G - = 1342 I -J = -560 - '1260 I -L = 834 X -L = -360 L -14 = 8000 ! is -11 = 447 it -N = -160 N -P = 840) 1'S -P : -0 0 -1 _ -160 P -R s 804 P -'I = 417 4 -R _ -360 R -T = 72C0 R -.S - 83$ S -r = -560 r-v = 600J r -U = 1342 U -V = -760 Y -X = 440 '/ -11 = 1783 14 -X = -360 X -"i - 2400 X -Y= 2236 Y- 1 - -116 L -2 = • -tl • -1 = 2683 'L 5 /8 "t't.YNOGO t?' . R 1Lt.Et JOIST NAILED 4 "0.(.. r --le- I mo» 0 - 1&:aj,4x 8 r " Splice - 18 1 .3 - 1/4 x 9 W2 x 4 .1 itECUM1EN0E0 UMBER nr M I0- SFPt1 0-81 1 1363 - R - 160 1 I) 160 14 V X 40 1 40 1 2' J 1100 1300 1450 1100 1300 1450 1613 40 1 1.1/2" WIDE REINFORCING STEEL 32 FEET (14,10,6‘,2) p' 80 1180 1 1 • . 2 — Lrrrrrrrrrrrrrrrrrr r 2X 4 CAT • 2 • 1384-R 9 ' 1360 -R Cl 2 ' - STEEL LIP - i TOP CHORD - — STEEL BRIDGING i BOT TOM CHORD 1360 -R Pfl \_- STEEL CHANNEL BRIDGING AT BUTTING PLYWOOD SHEETS NOTE: NAIL AFIcR PLYWOOD 15 NAILED, PLYWOOD END JOINTS MUST HA SNUG FIT. 2' 1330 Pr 2X4 CAT 20CS -1.5x3 (Typical) 8" BEARING (TYPICAL) NOTE: CAMBER RECOMMENDED MAY BE INCREASED OR DECREASED AT ARCHITECT'S OR FABRICATOR'S OPTION. P1_Y • � Q � � X 14. �P \ 4 �o� z cc !L V) J ct w v) (1) C) t— w C) 0 w r1 Cr u) CD L L_ Cl. (j?) • 5'r ArAri , I >d a:" 5 P P PLL,L~r. «JN, 4 I Iv r ui; S AS • Gtr } � / 1 /N( �= X /1 IY Soc E/'1 1 /31/ /- f %4 VMr /V&#'1 ("RAIN AIA`2 tt r•. . ' ' /"‘'l,) t�� :1 x c4ftRu r-k (,�. S 0 1;- c c 1 ". 4 .0 N5IMc:; cifv �..s oRAo .. . tca u ' t' _.: t3 v. F 1_ it. 115 V r } cvi ScALE,e= / ` `,'. j � 1 oa . ' DATEt�.. .2 - 4 r. is' o /<s 4 -50 ,,9cer 77 r? A/E 9Y 5r: 1 /iAv// ! :4 A APPROVEo BY; IyW ', ,11 S /I R ' A,✓R C , =�t�•� ir,?r°rrr'� °�` _ :' PRAWN BY wit S R EV I SED NOTE: 2X4 CROSS - BRIDGING, SOLID BLOCKING OR EQUIVALENT REQUIRED OVER THE BEARING FOR BOTTOM CHORD BEARING* CONDITIONS 1 REAR VIEW NOTE: PROVISION MUST BE MADE FOR ADEQUATE ROOF DRAINAGE. FRONT VIEW END l3FARING LOCATION A • I 1384-L 1 E. 1363 -R 2, ' ---- _--___ -- � v 1363 -L AI rrrrrrrrrrrrrrrrrr.L 1384-R 1363-1. 1330 1 9 _ C a o l 1280 • gesIG■ $ 1.6 0 01-)$i ftn WI TO - THE i1e LIC081.i PROV18iOt4` ')F Tki 'Nt1t14t +Al �" MEtfa1- LflT CUNNECTE0 NJ00 tR +!66E3 iniu6s PL Te INSIIIUTEI LOCATION IENSJON STEEL -7 _.,..._ r � BOTTOM CHORD n 40 1 160 if 4 A OE GN L.(IHQLNG TOO CitORO oeao • L0 i I aarrQtt C116R0 rora r ESIGN tw , ' 0.0. PS 16c- i Q i O -c C -E E -G G -I I -K K -ti r1 -d 0 - 1 -$ 3 -U U -14 K -Y Y -1 TO? -3400 -4400 _ -61100 840 -7200 -8000 -0 _ -8400 - 8000 - 72 0 0 - 6000 4400 -2400 1363 -R FORCE 001" U -0 = 0 -r } 2400 F -0 4404, if -J : 6000 720 L -t4 = 8 rt -Pe 8400 P -R = 8Q00 � } 1' -'1 -r 721,10` . Ft -3 r -v 600 . .r -u v-x 4 dv 1 4-14 X -L = ?496 X -Y L -2 = i -1 -JO I VERA t+tlTl* =. `, 3 1: t $TRi ss_It +C. 1114Ih1t rt ,1.Ut18i=it t3P CIPI F1T10 64R 1 -1 /2 LUMBER tqP CtfQRO ' ;. 2X$ Na. f .q. $0vrHHERro- PTNE i arruti CiiORti 2X4 uo 1 K .o. sourttEH11 ?we 40 1 MOLE 01 i1G A =o 2683 C -i: = 2238 E -it = 17133 1 G = 1342 1 I -L = 834 K -ti x 441 M -P = -0 4 47 834, 1342 r. 1783 = 2236 = 2683 Spllce 18 r } I. ' 1/4 x 9 W2 x 4 1 RECQMn?N0E0 +:i1i1t3Fit,11T -5P13N 0.84 R 40 c -0 •-P c -1f I -J K -L d -P 4 -R 3 -T U -v 14 -X 160 40 1# veCRf • - -1160- _ -360 -760 -660 -360 -160 s - 160 - -36(1 -660 -760 -3130 -1160 160 1 1 1) 40 1 P 1' %a . , u F, ti 13da''1430 t1ttJ two )450 40 1 --- 1-1/2" WIDE REINF(RCING STEEL. 32 FEET (14, 10, 6, 2) rrr_ rrr rrrrrrrrrrrrr I: Jr TOP CHORD \_ SFEEI. CHANNEL BRIDGING AT BUTTING PLYWOOD SHEf tS STEEL BRIDGING - --- B OTTOM CHORD NOTE: NAIL AFTER PLYWOOD IS NAILED: PLYWOOD ENIJ.JOINTS MUST NAti SNUU 20CS -1.5x3 (Typical) - -2 x 4 W Web '8" BEARING (TYPICAL) NOTE CAMBER RECOMMENDED MAY BE INCREASED OR DECREASED AT ARCHITECT'S OR FA&R(CATOR'S, a , • - 1 ,1Y 1.31_014. FORE ' ; • 40fE: 1%:0 CLAIMS OR 13Af.liC1-1ARCIES WILL `f31- tIONORED IF tior MADE YVITIAIN QA FQt.() 0,151...1VERY, _ -a • 1 t • • - - • ' ' ' . • _ - - / 4s..t iS TA.tvie‘. . 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