08-1384-009SPLICE LENGTHS
As per ACI 318 -02, fc =3,000 psi, fs= 60,000 psi, cover> db,
spacing > db, uncoated bar and normal weight concrete
DESIGN CRITERIA
TENSION LAP SPLICE
TENSION LAP SPLICE
COMPRESSION
BAR
3. STRUCTURAL LUMBER TO HAVE A MIN DESIGN VALUE FOR EXTREME FIBER IN
ZONE
10 S.F- OR LEgS _ PSF
FOR "TOP BARS"
FOR "OTHER BARS"
LAP SPLICE
#4
29"
22"
1. ROOF (DL) =10 P.S.F.
WITH THE FLORIDA BUILDING CODE, THE TRUSS INSTITUTE AND ARCHITECTURAL -
3
STRUCTURAL DRAWINGS. TRUSS MANUFACTURER TO SUBMIT SIGNED REACTIONS TO THE
30 DIA. FOR
ALL SIZES
#5
36"
2E"
#6
43"
33"
1#7
63"
49"
W8
72"
55"
VALUES OF TRIBUTARY AREA
NOTE: 1. THIS SCHEDULE APPLIES FOR ALL SITUATIONS AND CONDITIONS
UNLESS OTHERWISE NOTED.
CORNERS BARS TO -
TO MATCH HORIZ. BARS
T & B
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(L V z IY
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W F- LL.
W
TENSION LAP
FOR TOP BARS
3' -0"
48" LONG HOOK
Cn
�
0-
.-.-FOR REINF. INFO. REFER
TO PLAN AND SCHEDULE
TYPICAL TIE -BEAM
CORNER BAR DETAIL
N.T.S.
ROOF FRAMING PLAN ,!!!
SCALE: 1/4" = 1'- 0"
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PLAN
EPDXY DOWELS TO MATCH
REINFORCING OF NEW
TIE -BEAM OR BEAM
INSTALLED WITHIN EXISTING
CONCRETE WITH RAMSET
CERAMIC 6 EPDXY. FOR
EMBEDMENT LENGTH REFER
REFER TO SPLICE
LENGTHS SCHEDULE
NEW TIE -BEAM OR BEAM
EXISTING TIE -BEAM OR BEAM
CONNECTION BETWEEN
EXIST. AND NEW TIE -BEAM
N.T.S.
2X4 DIAGONAL BRACINGS ALONG RIDGES AT
WALLS AND AT 20' -0" O.C. MAX ATTACHED
W /LEFT OR RIGHT HAND HURR. CLIPS W /MIN.
(3)1AA NAILS A-r E:A rnKIMM(- lnni
5/8" PLYWOO[
PRE ENGINEE
WOOD TRUSS
@ 24 O.C. MA)
PROVIDE CON , . ,. .....,�
LATERAL BRACING @ 10' -0"
O.C. MAX. NAILED TO TOP OF
BOTTOM CHORD
BRACING DTL._(TYP.)
N.T.S.
ROOF NOTES
1. USE 19/32 CDX EXTERIOR GRADE PLYWOOD ROOF SHEATHING ATTACHED WITH 8d RING SHANK NAILS
AT 6" O.C. AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4" O.C.
ROOF WIND GROSS UPLIFT PRESSURE
DESIGN CRITERIA
V
2. SHEATHING SHALL BE CONTINUOUS OVER 2 OR MORE SPANS WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS AND SHALL HAVE STAGGERED JOINTS.
3. STRUCTURAL LUMBER TO HAVE A MIN DESIGN VALUE FOR EXTREME FIBER IN
ZONE
10 S.F- OR LEgS _ PSF
ROOF LOADS SHALL BE AS FOLLOWS:
4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE
1
- -:50.0
2
5. PREFABRICATED WOOD TRUSSES TO BE DESIGNED AND MANUFACTURED IN ACCORDANCE
1. ROOF (DL) =10 P.S.F.
WITH THE FLORIDA BUILDING CODE, THE TRUSS INSTITUTE AND ARCHITECTURAL -
3
STRUCTURAL DRAWINGS. TRUSS MANUFACTURER TO SUBMIT SIGNED REACTIONS TO THE
2. ROOF (SDL) = 20 P.S.F. (W /O ROOF COVERING)
SUPPORTING STRUCTURE.
OVERHANG -78.7
3. ROOF (LL) = 30 P.S.F.
a= 3 FT
4. UPLIFT DUE TO WIND LOAD; AS PER ASCE 7/02.
SCHEDULE ON THE CONTRACT DRAWINGS.
5. Kd =1
7. COORDINATE ALL SLOPES AND LOCATIONS OF ALL CHASSES WITH ARCHITECTURAL
INTERPOLATE FOR INTERMEDIATE
WIND SPEED = 146 MPH
13
VALUES OF TRIBUTARY AREA
EXPOSURE /GROUND ROUGHNESS: "C"
IMPORTANCE FACTOR = 1.0
BEAM SCHEDULE
REINFORCEMENT TOP OF BM.
MARK SIZE #r~3 TIES
gOTT TOP
ELEV.
TB 8 "x 12" 285 2 #5
#3 STIRRUPS @ 48 "o.c. & +=' -0"
CONC.TIE BM.
43 @ 12 "o.c. OVER OPENINGS
AND (4) #3 @12" o.c.
AT CORNERS
ROOF METAL CONNECTOR
D
DADE COUNTY
UPLIFT
LATERAL CAPACITY
MARK
CONECTOR
MFR-
NOA. No.
NAILS
CAPACITY
L1
L2
SEAT: 6104 X 1 112"
1,221
1,671
1,541
1
1 —NVSTA 14
NU—VU[
03- 0224.10
JOIST: 9 -10d X 1 1 /2
EMB: 4" (MIN.)
SEAT: 6 -10d X 1 1/2"
2
1 —NVHTA 14
NU —VUE
03- 0224.10
JOIST: 14 -10d X 1 112"
2,133
1,617
1,943
EMB: 4" (MIN.)
3
1— NVRT -20
NU —VUE
05 0701.04
WD.13M.:7 -16d X 3 112"
1,132
JOIST: 7 -16d x 3 112"
CONC: 18- 3/16" TAPCONS
4
2- NVRT -20
NU -VUE
05-- 0701.04
W/1 1/4" MIN EMB
2X1,125
JOIST: 14 -16d X 3 112"
=2,250
ROOF NOTES
1. USE 19/32 CDX EXTERIOR GRADE PLYWOOD ROOF SHEATHING ATTACHED WITH 8d RING SHANK NAILS
AT 6" O.C. AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4" O.C.
AT GABLE ENDS IF ANY.
V
2. SHEATHING SHALL BE CONTINUOUS OVER 2 OR MORE SPANS WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS AND SHALL HAVE STAGGERED JOINTS.
3. STRUCTURAL LUMBER TO HAVE A MIN DESIGN VALUE FOR EXTREME FIBER IN
w�
BENDING Fb = 1,050 PSI. USE #2 SOUTHERN YELLOW PINE OR BETTER.
W
4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE
UJ
PRESSURE TREATED.
5. PREFABRICATED WOOD TRUSSES TO BE DESIGNED AND MANUFACTURED IN ACCORDANCE
�
WITH THE FLORIDA BUILDING CODE, THE TRUSS INSTITUTE AND ARCHITECTURAL -
�
STRUCTURAL DRAWINGS. TRUSS MANUFACTURER TO SUBMIT SIGNED REACTIONS TO THE
N
SUPPORTING STRUCTURE.
6. ALL ROOF MEMBERS TO BE SECURED TO TIE BEAMS OR OTHER STRUCTURAL
MEMBERS WITH HURRICANE STRAPS AS SHOWN IN THE METAL CONNECTOR
W
SCHEDULE ON THE CONTRACT DRAWINGS.
7. COORDINATE ALL SLOPES AND LOCATIONS OF ALL CHASSES WITH ARCHITECTURAL
AND MEP DRAWINGS.
13
8. COORDINATE TRUSS LAYOUT WITH ARCHITECTURAL DRAWINGS.
4' x 8' CDX PLYWOOD
SHEATHING MIN.
19/32" THICK
MAX. SPAN 24"
PROVIDE 2 "x4" BLOCKING
ALL PLYWOOD SEAMS, 48" BACK
OF GAILE END. NAIL SEAM
w /8d RING SHANK NAILS
0 4 "o.c. EA. SIDE OF SEAM
2 "x8" WOOD FASCIA SE7NAILED
TYPICAL WALL SECTION
W/ 2 -16d NAILS 0 EACH TRUSS
1/16" SPACE AT PANEL ENDS
PLYWOOD NAILING DETAIL
N.T.S.
PREFABRICATED WOOD TRUSSES
24" ON CENTER SEE ROOF PLAN
LATERAL BRACING
SEE DTL. ON THIS SHEET.
8d RING SHANK NAILS
AT 6" o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
4 "o.c. 0 GABLE ENDS
FIRST 48" MACK
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Drawn By. PUERTO /CBS
(305) 262 -8075
Check,A- M. LOPEZ
Date: 11/25/08
Project # 08 -115