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T '1� . w R I" 0"- PE11SONS E[ECTtNr, TRUSSES ME, CAUTI I , il , - , I I � I - � r I . 01'1�0, To SEEK PROFE � I 'I- I I . , " , � ,i I i: "., . : I 0� . � I - .... �gj ,- I 1 R ING. AND " . FILEm I ,-, G 6, I .� FtEfla , � , �,,` .,." , �. ,-. 1 '�,' : , 0 """" JHMENDA1tONS1 (TrIl'. WHERE: ''CoNF(ISION NOY i4 -2 �28.b�s�. . I , , " * 1, _ rKtAn " ' - - . I . ., ,,g�Lt MARK I,A',j:AIOR C6414T I , I L I �'j -.0 I � ­ ­____ S Y'S T E 14,1w ' BEARING LO ATIONS, � .,r'. . . � I A '3 . A ____ I 0 _--ommm"we'"oftliz .. I , ­ L'R%_110 :rqV$SES SHALL NOT,B PLAC Ili I . I I I � . , - , 9'%r 5 � , " thusWRL, s;tsrCMs,_CdAPdhfltIOR A tICNODC .0*,',-PANY we 0. f;6 Ek i,tb ' .q ,� AND/Off CAUSE, �Cj I i � I . ! L _Ir .1, , " * I . I -_ . . . i,` - H PLATE I , I �1, . . i ,I" ��'�' I" I � �-� " � , � � JUIJ � I I � . OF EXPERIE NO R , � ", 'i", �'. P ' . I . � .�O �,7, , �: , .", I i, , '� .11 I, __ I t ­t' .,I L : i. �, I . 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I I ­ � I - 11 ��� . � ���A' 6 1 1 72150 1 � I I I � I I � I "E'N"T 17 1 0 11 LL+DL ON TOP CHORD = $2.0 PSF DL,ON CEILING TOTAL DESIGN LOAD MP �N^ 5 PSF CEILING REDUCTI M E Wo" DRY WALL) .4A K 1�j LOAD DURATION INCREASE NOTEr LOCATE INTER -PANEL,, I S"P,(.,L +/_ 1,6 1 NC CES AT 1/5 PANEL LENGTH' KES FROM EITHER END'bF ThE PANEL INDICATED. Ark 00 Aim a 15 21145 No. C30450 OF( 1% SYMMETRICAL PBOUT PL ROTATED go DEG. ATE 64751 00w 1,4" (2)'l 6 0 3 ........ 2 (2)2430 u URN, a I OVERALL SPAN LATE CODE SrAcl N6- DRTE" IT Is tH - E RESPONSIBILITY OF OTHERS TO 03CERTSEN THAT THE LORDS UTILIZED ON THIS N HE C UBC 24. 00 11 0. cl. 6/q/85 ACTUAL DEAD LORDS IMPOSED BY THE STRUCTURE AND ESIG ET A EX ED THE THE LIVE LORDS IMPOSED BY Th LOCAL BUILDING ODE OR HISTORICAL CL IMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL RC nf"ENSEONS PRIOR 70 FABRICATION. CONNECton Pous smw ARE T USW I CURRCr. VERI r ALL 01 AL 11 GIGI IS SPE I IED. F11, 1-11111 11ILLAC1111.1 WITH THE '111LIll' 111TIlL llUlL' 11 THE TR 3 PLATE INSTITUTE IT 1) N 7tir. T t WAL-ToUSCOM M NUAL. ALL PANELS p a NOT SPECIFICALLY DESIGNATED ARE TO E EQUALLY DIVIDED'. A EN57ES SPL'CEnL CUT7ING. ONLT LRYE9RL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMO HS RN R D VT R U THlb, UESIGN ASSUKES ThE TOP CHORD 10 BE CONTINUaUSLY BRACED BY' SHEA(HING NLESS OTHERWIS T TED. WHERE IS NOTED ON 7 13 ORANING. NO RIGID CEILING 15 PPLIED DIRECTLY TO T14E POTTOM CHCRD,, I,T SHALL Of BRACED AT IN7ER v S NOT EIC EDING PE SONS ERE TIN TRUSSES ARE CA Tv U S DESIGN Bn I wHtC .13NED TO SEEK PRO,�ESSEONAL ROVLCE REURFIDIxG TZM CRARY ERECTION H 15 ALWAYS REQUIRED 70 PR V Nr TaPPLIN E CE c F c A �. TN 0 E A B W RL H NTRH G AND'-'*0cmiNOING". REFER TO 'BRACL P G WOOD TMUSSESt CC E 7 N RECOMMENDATIONA'74TPI) NHFRE CONFUSION MAY EXIST CONCERNING N FILE& SC-20413-li2w RErm T CLEARLY MARK INTERIOR BEARINI'. ' NT PROPER FIELD, EREC71 uOCRTIONS. CA ILEVERS, HMO THE CHORDS OF THE TRUSS T A-40854 y 5 EMS INSTALLATION TRUSSES SMALL N' Q PREVENT Ell ROPER OT BE PLACED IN ANT ENVIRONMENT THAT WILt. CAUSE THF_ MOISTURE CIONTENr OF TK TRUSNAL SYSTEMS CORPOnRTION ),Jp SIGNOdE COMPANY WOOD TO EXCEED Iq% AND/011 CAUSE CONNECTO PLATE CORROSION CAMBER WHEN NECE33ARY 13 BEST GETEFIRIWED or C u PLI I x R H 0 THEnEFORE 5 hISIDE ThE SCOPE OF RESPh'SIBILITY OF TAUSWRL. ItI S AP CRT ON OF E PE IENCE AN CHRms 1/16 40 LUMBER 'TOP SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHTi ClJORD 2Xb *2 HEM -FIR TOP CHORD BOTTOM CHORD WEBS REACTIONS 92 DF -L T T Im 2- -332 798 8 8 1= 2w 306 306 W lu W 70 W qm -1011 REACTION v ix 339 BUT CHORD 2Xq 120OF-1.2E MSB HEM -FIR 'CONSTR. HEM -FIR T 3m 798 8 3= $06 2= N 3- -1011 W S= -1151 70 REACTION 0 REACTION a sm 339 7= 1393 CONSTR, DF -L T qz -332 B 4w 306 120OF-1.2E MSA HEM -FIR BEARING AREA RE04D (SO IN) WEBS exq PLATING 15 FOR STANDARD OR STUD t) -FIR R-5000 SERIES DF BEARING v I BEARING a 5 0,84PIF/ 0,54DF 0.811HF/ 0.54DF BEARING a 7 3.q4HF/ 2.23DF TRIIlqq I roan 1 lim frem' t -w i LL+DL ON TOP CHORD = $2.0 PSF DL,ON CEILING TOTAL DESIGN LOAD MP �N^ 5 PSF CEILING REDUCTI M E Wo" DRY WALL) .4A K 1�j LOAD DURATION INCREASE NOTEr LOCATE INTER -PANEL,, I S"P,(.,L +/_ 1,6 1 NC CES AT 1/5 PANEL LENGTH' KES FROM EITHER END'bF ThE PANEL INDICATED. Ark 00 Aim a 15 21145 No. C30450 OF( 1% SYMMETRICAL PBOUT PL ROTATED go DEG. ATE 64751 00w 1,4" (2)'l 6 0 3 ........ 2 (2)2430 u URN, a I OVERALL SPAN LATE CODE SrAcl N6- DRTE" IT Is tH - E RESPONSIBILITY OF OTHERS TO 03CERTSEN THAT THE LORDS UTILIZED ON THIS N HE C UBC 24. 00 11 0. cl. 6/q/85 ACTUAL DEAD LORDS IMPOSED BY THE STRUCTURE AND ESIG ET A EX ED THE THE LIVE LORDS IMPOSED BY Th LOCAL BUILDING ODE OR HISTORICAL CL IMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL RC nf"ENSEONS PRIOR 70 FABRICATION. CONNECton Pous smw ARE T USW I CURRCr. VERI r ALL 01 AL 11 GIGI IS SPE I IED. F11, 1-11111 11ILLAC1111.1 WITH THE '111LIll' 111TIlL llUlL' 11 THE TR 3 PLATE INSTITUTE IT 1) N 7tir. T t WAL-ToUSCOM M NUAL. ALL PANELS p a NOT SPECIFICALLY DESIGNATED ARE TO E EQUALLY DIVIDED'. A EN57ES SPL'CEnL CUT7ING. ONLT LRYE9RL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMO HS RN R D VT R U THlb, UESIGN ASSUKES ThE TOP CHORD 10 BE CONTINUaUSLY BRACED BY' SHEA(HING NLESS OTHERWIS T TED. WHERE IS NOTED ON 7 13 ORANING. NO RIGID CEILING 15 PPLIED DIRECTLY TO T14E POTTOM CHCRD,, I,T SHALL Of BRACED AT IN7ER v S NOT EIC EDING PE SONS ERE TIN TRUSSES ARE CA Tv U S DESIGN Bn I wHtC .13NED TO SEEK PRO,�ESSEONAL ROVLCE REURFIDIxG TZM CRARY ERECTION H 15 ALWAYS REQUIRED 70 PR V Nr TaPPLIN E CE c F c A �. TN 0 E A B W RL H NTRH G AND'-'*0cmiNOING". REFER TO 'BRACL P G WOOD TMUSSESt CC E 7 N RECOMMENDATIONA'74TPI) NHFRE CONFUSION MAY EXIST CONCERNING N FILE& SC-20413-li2w RErm T CLEARLY MARK INTERIOR BEARINI'. ' NT PROPER FIELD, EREC71 uOCRTIONS. CA ILEVERS, HMO THE CHORDS OF THE TRUSS T A-40854 y 5 EMS INSTALLATION TRUSSES SMALL N' Q PREVENT Ell ROPER OT BE PLACED IN ANT ENVIRONMENT THAT WILt. CAUSE THF_ MOISTURE CIONTENr OF TK TRUSNAL SYSTEMS CORPOnRTION ),Jp SIGNOdE COMPANY WOOD TO EXCEED Iq% AND/011 CAUSE CONNECTO PLATE CORROSION CAMBER WHEN NECE33ARY 13 BEST GETEFIRIWED or C u PLI I x R H 0 THEnEFORE 5 hISIDE ThE SCOPE OF RESPh'SIBILITY OF TAUSWRL. 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ANZ COPYRIGHT my Homit PLANNERS, "ECAU69 OF THE GREAT VAOIANCE IN LOCAL NUILDI"S CODE RXQUIRWMEf&$, AND OTHER LOCAL ITUILDING CHECKED C3 PRODUCTION INC.. DXTI'0IY, AND 15 HOT TO 09 AND WEATHER CO"ViTiONSi HOME PL.ANN9R*j INC., ASSUM96 NO R98P*f4llI8ILITV FOR ANY DAMAGM IN - APPROVED CorkleD 01 REPRODUCED WITHOUT cLUDING TRUCTURAL rAILUNCE, DUE TO ANY DltPIcIKNCIZs. 0141vasomal, on gnRoms 1,4 THE Dxslow OR 13 ERECTION WRITTEN PKIMIGBION. OLUBPRINST11- IT If RECOMMENDED T14AT YOU C014OULT A LOCAL Apt4cHiTrcT OR KNOINKIIA! nF YOUR CHOICE, AND CH ECK WITH YOUR LOCAL NUILDINO orr[CIALfs, FRIO* TO 8TAI%Y OF ACTUAL CoNsTmU CTiom. m � "T_ N vAc�V i *14 ;A'j FAR al I. ti - r /1 6.1112" ME-AR7*.0 41V47 , ififew- 7 vu I I E Cc- UINI V BUILDING DEPARTMEN, ApPROVED- RICH,'kRDB.P0I,.LMAN.D—=6IGNER IRVINGE.PALMQUISTo A, I. A. DMSIGN NO, 1892 orne p.1----%nners,, Inc. "ET SHh oF 16310 GRAND RIVER AVENUE DETROIT 27i MICHIGAN 5 ..M i/IG 0 2 s 6 k' , ififew- 7 vu I I E Cc- UINI V BUILDING DEPARTMEN, ApPROVED- RICH,'kRDB.P0I,.LMAN.D—=6IGNER IRVINGE.PALMQUISTo A, I. A. DMSIGN NO, 1892 orne p.1----%nners,, Inc. "ET SHh oF 16310 GRAND RIVER AVENUE DETROIT 27i MICHIGAN 5 ..M