06-633-018231-10,
1/411 11-011
---- -----\/2200
I 2 I2 X 4 B CING (TYP.)I 02 0 0�U 0 600 G -c 1000 �' I
TB -I (+ 20'-(o')
ROOF PLAN
ROOF NOTES:
1- ROOF SYSTEM CONSISTS OF 19/32' PLYWOOD SECURED TO WOOD TRUSSES$
WITH 10 d NAILS AT 6' T.O. AND 4' AT EDGES.
PROVIDE 3 X 6 BLOCKING= WITH 10 D NAILS a 3' THROUGH OUT AND WITH 100 NAILS
AT 2' AT EDGES. AT 5 '-0' FROM BLDG PERIMETER
TRUSS MANUFACTURER TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS, # CALCULATIONS
FOR APPROVAL INDICATING ALL REACTIONS (GRAVITY AND UPLIFT) AND RECOMMENDED
TRUSS ANCHORING SYSTEM TO THE SUPPORTING STRUCTURE.
2- ALL TRUSSES MUST BE SECURED TO BEARING PARTITIONS 4 TIE BEAMS UJ/ HURRICANE
STRAPS OR AS INDICATED BY THE TRUSS MANUFACTURER STAGGER TRUSSES AS
REQUIRED TO ACHIEVE PROPER BEARING (4' MIN.). ALL OVERHANG5 ARE 24' U.N.O.
3- COORDINATE ROOF SLOPES AND LOCATION OF ALL CHASES UJ/ ARCHITECTURAL AND
MECHANICAL DRAWING$.
4- COORDINATE TRUSS LAYOUT WITH ARCHITECTURAL DRAWING,$.
5- COORDINATE LOCATION AND WEIGHT OF A/C UNITS WITH MECHANICAL DRAWINGS.
6- FOR GENERAL NOTES AND SCHEDULES SEE DWS. 5-5
DESIGN SUPERIMPOSED LOADS:
LIVE LOAD: 30 PSF
DEAD LOAD: 25 P5F
WIND DESIGN
ASCE 1-
FL BLDG CODE
CATEGORY II
EXPOSURE 'C'
146 MPH
'a' 2 5'-0'
NET UPLIFT
ZONE OI 3a Per-
ZONE
SFZONE O2 5a PSF
s r•^ a • a••�s •••
� a 3 / • � •
• t • s a • _
TRU55 ANCHORAGE (TYP.)
0 DTC
CAP 1050 0 U
DCPA 01-0912.05
((o) 10 d. X 1.5' NAILS
O DBL- TAPL-16
CAP 2990 0 U
DCPA 01-0912.05
((o) IO d. X 1.5' NAILS
O TYPICAL GIRDER DETAIL
NOTE:
PROVIDE CORNER BARS AT ALL
BEAM EXTERIOR PERIMETER
NOTE:
2 X 4 BRACING W1 (2) 16d NAILS
a EA. INTERSECTING MEMBERS
CONCRETE TIE
SECTION
5/8' - THRU BOLTS
RUSSES W/
S (2 MIN.)
1 x 3/8' CUT ONE LEG OFF
)P OF TIE BEAM DOWN
HILTI KWIK BOLTS
EMBEDED)
11/4' PLATE 0 TOP
USE (4) 5/8' - HILTI KWIK BOLTS FOR
UPLIFT REACTIONS UP TO 12.6 KIPS.
USE (2) 5/8' N HILT) KWIK BOLTS FOR
UPLIFT REACTIONS UP TO 7.6 KIPS.
ELEVATION -- I
03 TYPICAL GIRDER TRUSS TO CONCRETE
TIE BEAM CONNECTION DETAIL
NXA
■
e 'R
C
of N9 R
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co' 8
THESE PLANS ARE FOR 5UILDING DEPART'IM19 , RVI �U... o
THEY ARE NOT TO BE CONSTRUED A5 FINAL GON,STRUCTfON 4 8
DOCUMENTS UNTIL ALL MILDING DEPARTMENVARF-IFOvAL3 Ci
ARE OBTAINED AND COMMENTS INCORPORATED INT -fTj
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