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01-0449-002 " „ , a- p- UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER is IN COMPLIANCE IF Ti2U:SM OVER t0 tT R�tO"-6t C1 IIY3TE=1 FO II TIE DOWN OF CO, ".ON TFJS "S U i G �'G'CPAN USE A DAyCH AFlCHOtt * L��E,NTION BUILDER** tl OA JiR iLAR STRAP AT EACH END. FASTE'1 ".`ITN (9) - 1f.�NAILS uTRAP TO DE RESPONSIBILITY OF THE ENGINEER,ARCHITECT OR G.C.,NOT THE TRUSS OF POLICY !a ��1 I WTALLATWX£ 'n'r CENT Qt!>j NQ:Lt D OH FAR C:D��'lIT11 OtlS(I}tEd PfAIL 1450 LB3.4"lORKINO LOAD MANUFACTURER.DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO.REFER TO cYeu►tctzcCrOarssol�"snv'e'ot ffEJt TOATTICN.CiI c r--r. r_ TRUSS MANUFACTURER. ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION Q cr(SF.n.C.�.,) UPLFT CACH. .+UPPLIED DY DUILD:�i. f'_I i TO ARCHITECT on ENGINEE-n FOR PROVIDED IN THIS SHOPORAWING WITH ALLOTHER TRADES,STRUCTURAL BEAMS, I LL DIMENSIONS n - c v:=zE• O CLVO COMPLETE TIE DOWN PROVISIONS FO,I i" CEI`M, WALL AND FOUNDATIONS WALLS AND FOUNDATION REQUIREMENTS OF THE S.F.B.C. CONDMONS. OVERHANGS, PITCH, ETC. - o d- TO BE CHECICED h BEFORE ORDERING TRUSSES - - IT IS YOUR�RESPONSIBILITY �>� < •� z m TRUSS LOADING CONDITIONS TO CHECK OUR TRUSS PLAN � `�- ROOF TRUSSES FLOOR TRUSSES _ - _-_ - TOP CHORD LIVE: 30.0 TOP CHORD LIVE 40.0 TOP CHORD DEAD 15.0 TOP CHORD DEAD: 2 BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: 5.0 55.0 TOTAL LOAD PSF �, E 0 TOTAL LOAD(PSF) . -_ ._-. - _- __ _-__-- -- :% _ Its 1 33 STRESS INCREASE: 1 .00 �_�` end STRESS INCREASE __ _ EXPOSURE CATEGORY C to BUILDING CATEGORY -WIND DESIGN VELOCITY 1 1 O MPH --- -._ IMPORTANCE FACTOR 1 .05 I \ I �< _ - - - ---- - - - --- .33 WIND LOAD DURATION FACTOR !!! IMPORTANT NOTE !!! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES � 7 BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS E / CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. \� oZ WITH MANUFACTURING - - - - -- - -_ - -- BEARING HEIGHT SCHEDULE IN lVIDUAL ENGINEERING �� o PLEASE REFER TO D NOTE: ALL TRUSSES ARE SPACED ALL WALLS SHOWN ON T"15`""°�' � ARE TO 8E LOAD BEARING / �L / / SHEETS FOR NUMBER OF PLIES AND 24"O.C. UNLESS NOTED. \ \ Z NAILING/BOLTING PATTERN REQUIRED FOR \\� / / aw GIRDER TRUSSES. SET-BACK FOR HIPS, ETC. ALL UPLIFT CONNECTION TO TRUSSES 9'-8" AND GIRDER TRUSSES IS THE -- -. _ /r // o 0 i Za ►w SHEATHING UNDER ALL RESPONSIBILITY of ENG., ARCH., OR BY BUILDER APPROVED TRUSS ANCHOR BY BUILDER APPROVED TRUSS ANCHOR BY BUILDER yam. o ° GENERAL CONTRACTOR. APPROVED TRUSS ANCHOR VALLEY SETS BY BLDR. BOTTOM = 2x4 BOTTOM = 2x4 MIN. SQUARE CUT OVERHANG Z I 1 * SPECIAL HANGERS BY / ✓ Ooa • ii�Z Q - ----- -- - - PURCHASER OF TRUSS PACKAGE. TOP = 2x4 MIN. HEEL HEIGHT = 2x4 STD. o TOP - 2x4 TRUSSES ARE DESIGNED IN - \ I / // Q1D ACCORDANCE WITH S.F.B.C. CODE r 3/411 BOTTOM = 2x4 MIN.N. ' / tl 10 ° UNLESS OTHERWISE SPECIFIED _ 12 �� I \I/ U I TOP 2x4 MIN. � (Z J 4.0 HANGER LIST © �� I - ? VIEW oya Ix 3 D I � HANGER HANGER TRUSS I.D. MANUF. I.D. i O OI S. — I N I - / I + N/A I �IT - LL H i 12 cc - — - -- - _ _ - - - ------ — — >t3 1/2 _ HANGER iW I w _ - BY BLDR. ,� - 2 -011 ! _ I 0 x w - - - TRUSS END DETAIL GIRDER END DETAIL TRUSS END DETAIL Z J -I J I O Q LT N Q iii cc 0 o o g MODEL : � � ` 0) � CY PRE S_S MODEL : -_ •LOYAL - MODEL LAUREL _ 3/19 ,•-o• .:s �� «L� og -. 3118 •1'-0' - o c O t ;6=4-0 s a d« 0 0 m O p Oi 3_0-8-0 er= . J, 9 o-a i 3.x p ai 9-7-0- 8-1 1-O - -32-6-0 -o - Q 1 1 0 12 O "1- 9 J !NP -0-0 -6-0 8 7-0-0 10-5-0 8-1 1-O I 17 a ne rE 2 8�i . a�«a�� � r M's�°os 4aX€u 51pC ? (('w'��� ..o , ,.�.�•-SAC %: i'.I`� �6 `' �C`.\ ! �� !� O mg" $ �� {� RE.�.^�;:T? FiEA,Tt`It { I I I I _-'!l ? 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