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TrussE.abriemor: Truss Wood, 'Inc. #7ob'Identification: 24369-/ALL 10 ONE CONCRETE -STE /CREEKSIDE KIOSKAYE ( Jr
Taus Count; Bi.Model code: Florida Building Code 6th Edition (2014)�Truss Criteria: TPI-2007(STD)#Engineering so$.wara- Alpine Software;Version 16.01. ONAL4Structural Engineer oPRecord: The identity of the structural EOR, did not exist as of pnn li.
P ( ) of ' ' F
Minimum Design Loads, qA
Address: the 'aa1160tAPNeASCEe7'10sPartially Enclosed the FAG 41
g Roof 37.0 PSF @ 9,25 Duration 9 j pI
1. Determination as to the, suitability of these truss eeuponentsfor the �9dbamKrick
structure is the, responsibility of the building des4gtler/engineer of *Truss Design Engineer-
recordr as defined in ANSI/TP11
2. 'The drawingdate shown on this index sheet .must notchthe date shown 2400 Lake Orange; Dr, Suite. 150
on the individual trusscomponent drawing., Orlando FL,.32837
3.. As .shown on attached drawings,; the drawing neither is preceded by: RCUSR6666
Details:
2 79401--CJ1
17167005
06/161.�4TT
f-�t.�a�?�.Ll
3 79402--CJ3
17167006
06/16/i71
4 79403-4.15
17167007
06/16/17
6 79404--EJ7
17167008.
06/9671.IF.'ccaity
6 79405-49
1716700Q
06/16/17
I
7 79406-467
17167010
06/16i17
gyAPPRO❑AMBE AND RESUBW
i APPROM A9NOTEp ❑nOT APPROVED-
Approval Is ertlg, for General Conformance with ills
concept of the project and does not relieve the Contractor or
1PonsWity for any deviation from the requirements of the
contract documents or specb"icatt®na unless l � Cont apacifically Informed the Engineer In writing ti"Cractor has
Of &nt deviation
at the thus of submission and has obtained writtan approval of
the specific deviation. Approval shall not rstievefha Contractor
Of responsibility for errors or omisslOns In the shop drawings.
Contractor Is I&SPiO lalble for dimensions to be confirmed
and eorrefatati and a the job site for information that perisins to
wo @Mcwaill tra Ing connections and for coordination of
g utility suppliers.
Data:-/g'a-I%
Engl , Ina,
21' Lt C, � �,