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I RANDALL L STOFFT ARCHffECTS, P.A.
Mali APM11105
9 APPROVED [3 REVISE & RESUBMIT
APPROVED AS CORRECTED 0 REJECTED
Thisrevewis; ortlyforgenaral conforetance withthadeei muli
pi and �srierad compliance VIA the Monnallon Olson In !he Correct
doCturserths, or octirratert.ts me& an Det shop dralmings durq
this review do not III the Container front Compliance wim the raquire-
me* offt plans and specdcaI Approval of a soeft ii shall get
vrolude approval of. art assembly of whei. the ftern it a complanarr- Cxi-
tractor is for, Diatendione to be confitntoo and comiated at the
liti KormI, that Sethi si to the hightnoehon prmsees or in
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ine inesi melhods, taotertioues, sequagoes and procedures of wi
rom oryort!lli of (he work of hit other dadet and for perb" all work
in a late and satisfactory Theater I
DATE-01.03.19
61211
59' 0"
131411
10,101,
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9'-4" AOF*F*
11'-1" ARF91
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SCANNED,
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APPROTAL MAR I
LOADS IMPOSED BY THE MEMBERS SHOWN IN FARID ABUGATTAS P.E.
THESE SHOP DRAWINGS ARE COMPATIBLE AND
ADEQUATELY SUPPORTED BY THE STRUCTURE STRUCTURAL ENGINEER
DESIGNED BY THE STRUCTURAL ENGINEER OF RECORD. 7318 TEXAS TRAIL
APPROVED REVIEWED BY: F.A. BOCA RATON, FLORIDA 33487
APPROVED AS NOTED P. CLASSI PHONE: (954) 667 � 7803 FAX: (561) 665 3436
[.0170-37719 Strwtural Engmeertrg P.E. LICENSE 72471. CA#29407
RESUBMIT WITH CORRECTIONS WVWV,PROJECTCLASSIC.COM
FARID@PROJECTCLASSIC.COM
43
TYPICAL END DETAIL
NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
(UNLESS NOTED OTHERWISE)
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NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
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NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN
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OF STRUCTURAL STABILITY OF THE ENTIRE S TRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS
FOR GRAVITY AND UPLIFT LOADS.
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FOR BRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD
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REPRESENTS THE LEFT SIDE OF
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EACH TRUSS DRAWING
NOTE: REFER TO USP CONNECTOR CATALOG
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FOR INSTALLATION DETAILS
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NOTE: UPLIFT CONNECTIONS FOR ALL COMMON
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TRUSSES BEARING ON ANOTHER TRUSS TO BE I
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE
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(EXCLUDES VALLEY AND PIGGYBACK TRUSSES)
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LOADING ROOF FLOOR I WIND LOAD
LIVE LOAD 20 0 ASCE 7-10
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RID
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DEAD LOAD 28 0 170 MPH EXP C
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LIVE LOAD 111 0 CATEGORY 11
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DEAD LOAD 7 0
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0 ENCLOSED
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a TOTAL LOAD 55 1 0 FBC-2017
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DURATION FACTOR 1.25 1.00 TPI 2014
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REV DATE BY REMARKS
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1 05/16/18 JC 2017 BUILDING CODE UPDATE
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It is understood that above
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conditions have been reviewed APPROVED
& are acceptable for the
fabrication trusses, APPROVED AS NOTED
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elevations, pitches, overhangs,
81
REVISE AND RESUBMIT
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fascias,ceiling
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REJECTED
conditions & all detail pertaining
ito this truss placement plan. No
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back charges will be accepted
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without previous written DATE
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approval from an A-1 Roof
Trusses representative. REVIEWED BY
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PLAN DATE ARCH: 08/24/15 STRUCT: 08/24/15
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DATE 05122118 2
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VALLEY LINE 86 A FLORIDA CORPORATION gL
Gravity I 5,OOO#ktA*Mj ()�:-:1'000#) —2 88 1 . T 1
SHEETING AREA UNDER VALLEY TRUS5ES AND Ph 772-409-1010 / Fax 772-409-1015
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IAST "11111- 11 INCLUDED
Horizontal (WS50#)00C0000O4C12S7DF HUDR TO VERIFY CALCULATIONS
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