RC-06-2496_Plans -- - -- - -.
F.B .C.2319.17 RU
.2.4.2 FOR TRUSSES HAVING AN OVERALL LENGTH OF ALL'l RUSSES SP'AULD 24" O.C. UNLESS OTHERWISE SPECIFIED UPLIFT CONNECTIONS TO TRUSSES AND GIRDER ALL NECESSARY REPAIRS TO TRUSSES REVISION OF THIS SI-10e DRAINING BY PROFESSIONAL ENGINEER IS 114 GUIMILIANCE THE BOTTOM CHORD IN EXCESS OF 35 FEET(10.7m) OR B FEET (1629 1 TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER, MUST BE REPORTED TO BEST TRUSS OF POLICY NO. 5 METRO DADE COUNTY BUILDING AND ZONNING DEPARTMENT EXCEPT " BUILDER"
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OVERALL HEIGHT. ERECTION SMALL BE SUPERVISED BY EITHER NOTE LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT. ARCHITECT OR G.C., NOT THE FABRICATOR. DO NOT CO. WITHIN 48 HOURS OF DISCOVERY. FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO. REFER TO
A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ENGIIdNEERED DRAWINGS SUPERSEDES LABELING OF TRUSSES. CUT OR ALTER TRUSSES BEFORE NOTIFYING AND /OR TRUSS LAYOUT IS A PLACEMENT ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION
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ARCHITECT RETAINED BY THE CONTRACTOR. IT Io rHE RESPONSIBILITY OF THE BUILDER TO UTILIZE APPROVAL IN WRITTING BY BEST TRUSS CO. PLAN ONLY. PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS,
WALLS AND FOUNDATION REQUIREMENTS OF THE F.B.C. `� ®fi -i
ENG�I NEERED DRAWINGS WHEN ERECTING THE TRUSSES. ALL DIMENSIONS
OVERHANGS, PITCH, ETC. o
j TO B E CHECKED F ►�
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BEFORE ORDERING TRUSSES
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APPROVED TRUSS ANCHOR BY BUILDER TO CHECK OUR TRUSS PLAN _ ;
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PLUMB CUT OVERHANG _� y
HEEL HEIGHT = 2x4 STD. Q� o
BOTTOM = 2x4 MIN.
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T LOADIN CO NDITION S
19 ___ __..__ ._ _.. _ .. __ _ _....__._ ROOF TRUSSES FLOOR TRUSSES aac -i
BEARING HEIGHT SCHEDULE 19 1-
AL L WALLS SHOWN ON THIS LAYOUT T CHORD LIVE. 30.0 TOP CHO LIVE: ®Z; ,
3 ARE TO BE LOAD BEARING 15.0 TO CHO DEAD: N/A 02z
TO CHO RD DEAD:
BOTT CHORD DEAD: 10.0 BOTTOM CHORD DEA D: NIA
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TOTA LO AD (PSF) ° z
7 55.0 TOTAL LO (PS F) NIA
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_ LUMBER S ! 1 .33 LUMB STRESS INCREASE. a
1 o PLATE S TRES S INCREASE: 1 ' 3 PLAT ST RESS I /A aF
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-WIND DESIGN VELOCITY 146 MP H
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IM FACTOR 1.00
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WI ND LOAD DURA FACT 1, 331 0 I
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PERFORMED BY EXPE g z z g w w
2 4' -0" o THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES n. OO O o o a n w o
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS U) _ -i z o z v5 z L ` Z
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DIFFERENT TRUSS DESIGNS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE x f- ¢ o w - Z3 9 o
1 RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE � o w o Z a w v 6
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2 0 WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. = w w I- w w af w _
G1 NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN I-
5 J5A SPACED 24" O.C. ACCORDANCE WITH F. C. CODE ww o � w 0 a LL z
° o ALL UPLIFT CONNECTION TO TRUSSES UNLESS OTHERWISE SPECIFIED M w WW m � x v z ° z
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(O 1 75 .22 SO -FT PURCHASER OF TRUSS PACKAGE. o Q o z o J w z g J L" Lldl ROOF AREA: 27 O PLEASE REFER TO INDIVIDUAL ENGiNEERIN ¢w� m0o-x P
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