00-1154-001 IF TRUSSES OVER 40 IF G:RDER IN SYSTEU FOR TIE DOWN OF COMMON TRUSSES UP TO 50'0'SPAN USE A BASCH ANCHOR UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE REVISION OF THIS SHOP-DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE
IsTwUnoN SUPERVISED OR SIMILAR STRAP AT EACH END. FASTEN WITH (3) - 16d NAILS STRAP TO BE RESPONSIBILITY OF THE ENGINEER,ARCHITECT OR G.C.,NOT THE TRUSS OF POLICYNO.5 METRO DADE COUNTY BUILDING AND ZONING DEPARTMENT EXCEPT
AF SPECL4kL IA5PEC 30 REQUIRED P.E.OR BENT AND NAILED ON FAR${OE WITH ONE(1)16d NAIL 1450 LBS.V/ORK11'iG LOAD MANUFACTURER.DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO.REFER TO AffENTI®N B U B LDEr
AAgfTECT IS.F.B.C.30s.aI REFER TO ATTACHED UPLIFT EACH SUPPLIED BY BUILDER. REFER TO ARCHITECT OR ENGINEER FOR TRUSS MANUFACTURER.
EfJGi:3EER:r:p DWG. ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION
COMPLETE TIE DOWN PROVISIONS FOR TIE BEAM, WALL AND FOUNDATIONS PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES,STRUCTURAL BEAMS, r"
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CONDITIONS. -WALLS AND FOUNDATION REQUIREMENTS OF THE S.F.B.C. ALL DIP.IENSIONS
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Zvonimir T. Belfranin, P.E. ° z Q o
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Miami, Florida 33155 a �, o
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(305) 669-0255
CONSULTING ENGINEER IS NOT RESPONSIBLE FOR = °` =
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❑ DISAPPROVED - RESUBMIT o CL E" "rE
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I CERTIFY THAT THESE SHOP DRAWINGS MEET '.'° °_ a o
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PLEASE REFER TO INDIVIDUAL ENGINEERING 24"O.C. UNLESS NOTED. ROOF AREA: 232.99 SQ. FT.
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ALL UPLIFT CONNECTION TO TRUSSES v�, B --° °B9.
SHEETS FOR NUMBER OF PLIES AND G CONDITIONS - °� �P°`LLL`3
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NFL, /BOLTING PATTERN REQUIRED FOR AND GIRDER TRUSSES IS THE x D ....2
GIRDEEi , USSES. SET-BACK FOR HIPS, ETC. ; ! BUSS LOADIN 3 — D VIEW — RESPONSIBILITY OF ENG., ARCH., OR j ROOF TRUSSES FLOOR TRUSSES w ��� y m °�8
GENERAL CONTRACTOR: _ �moyo ?°nE�
SHEATHING UNDER ALL "°�
_ TOP CHORD LIVE: 30.0 TOP CHORD LIVE: N/A ° s m oL n
VALLEY SETS BY BLDR: SPECIAL HANGERS BY TOP CHORD DEAD: 15-0 T oRD
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PURCHASER OF TRUSS PACKAGE. CHORD _° = °a
,BOTTOM )FAD: TOTAL OAD PSF cPD. N/A i �� c��h m y q° N
ITOTALLOAD PSF 55-0 ( <�� am- „�
j DIFFERENT TRUSS DESIGN I III III ff- --
IMPORTANT NOTE ...ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE -- .
" STRESS INCREASE: 1-33
.STRESS INCREASE: N/A -
1 PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS
1I EXPOSURE CATEGORY «�� _ =m° °-
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES Emm o� ym <<-
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS i BuILDwG CATEGORY _a = ......
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1 TRUSSES ARE DESIGNED IN CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE: BEST TRUSS CO. WILL BE WIND DESIGN VELOCITY ��--=L=< m m _
1 110 MPH o=a��- °^
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RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE I C IMPORTANCE FACTOR i
ACCORDANCE WITH S.F.B.C. CODE 1 .05 d H=m -a°rs and mgt d o
UNLESS OTHERWISE SPECIFIED 1 WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. ! - moo m=_- °-
- - .. WIND LOAD DURATION FACTOR 33
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