04-1270-013Q FL00 4
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SECOND R.00R NOTE& W W F-
I- FLOOR SYSTEM CONSISTS OF 31' CONC SLAB 0� (o Z
REINFORCED AS INDICATED ON PLANS t HAYING p O
04,916' TEMP. PERPENDICULAR TO THE `r 0
MAIN REINFORCEMENT U
2- COORDINATE ALL SLOPES AND LOCATION OF ALL CHASES WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
3- COORDINATE TRUSS LAYOUT WITH ARCHITECTURAL DRAWINGS.
4- CENTERLINE OF BEAM IS CENTERLINE OF COLUMN (U.ON.)
CENTERLINE OF BEARING PARTITION BELOW IS CENTERLINE OF BEARING PARTITION
AT THIS LEVEL. (U.ON)
5- FOR LAYOUT AND NON- BEARING PARTITIONS AND WALLS SEE ARCHITECTURAL
DRAWINGS.
6- FOR GENERAL NOTES AND SCHEDULES SEE DWG. 5 -5
W
Ram NOTES U
1- ROOF SYSTEM CONSISTS OF 19/32' PLYWOOD SECURED TO WOOD TRUSSESS Z
t 3 X 6 BLOCKING WITH 10 D NAILS 9 3' THROUGH OUT AND WITH 10D NAILS
AT 2' AT EDGES. W
TRUSS MANUFACTURER TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS t 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 t TIE BEAMS W/ HURRICANE W O
STRAPS OR AS INDICATED BY THE TRUSS MANUFACTURER STAGGER TRUSSES AS O
REQUIRED TO ACHIEVE PROPER BEARING (4' MIN). °� Q O
3- COORDINATE ROOF SLOPES AND LOCATION OF ALL CHASES W/ ARCHITECTURAL AND V J 1
MECHANICAL DRAWINGS. d O
4- COORDINATE TRUSS LAYOUT WITH ARCHITECTURAL DRAWINGS. U I Q
5- COORDINATE LOCATION AND WEIGHT OF A/C UNITS WITH MECHANICAL DRAWINGS. O 1
6- FOR GENERAL NOTES AND SCHEDULES SEE DWG. 8-5 (�)
DESIGN SUPERIMPOSED LOADS: Q v
LIVE LOAD: 30 PSF Q
DEAD LOAD: 25 PSF
LJJ F°"
W
WIND DESIGN U w c/
AWE 1 -98, F.B.C.
CATEGORY II
NOTE: EXPOSURE C
PROVIDE CORNER BARS AT ALL 146 MPH a
BEAM EXTERIOR PERIMETER a =6' -0' ♦
NET UPLIFT � n
U)
ZONEp36 PSF \ C
Q
NOTE: ZONEO 94 PSF Q U
2 X 4 BRACING TO BE
SECURED W1 (2) 16d NAILS a O
EA. INTERSECTING: MEMB O
ERS 0
F Q
TRUSS ANCHORAGE In
OI USE DBL. TAPL -16
CAP: 2990 0 u ® U
DCPA: 01- 091205 7
W/ (6) 10 d. X 1.5 NAILS z -7
OUSE TAPL -16
CAP: 1495 + u c/
DCPA: 01- 091205
W /(6)10d.X1.5NAILS Q
O DTC
CAP. 1050 u
DCPA: 01- 0124.06
W/ (9) 10 d. X 1.5 NAILS
OGIRDER DTL.
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0 k33 d
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earl »r�e - "��. SHEET: S -2
OF: 5
CT 1 200 a
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M
M
0) W
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cr-
SECOND R.00R NOTE& W W F-
I- FLOOR SYSTEM CONSISTS OF 31' CONC SLAB 0� (o Z
REINFORCED AS INDICATED ON PLANS t HAYING p O
04,916' TEMP. PERPENDICULAR TO THE `r 0
MAIN REINFORCEMENT U
2- COORDINATE ALL SLOPES AND LOCATION OF ALL CHASES WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
3- COORDINATE TRUSS LAYOUT WITH ARCHITECTURAL DRAWINGS.
4- CENTERLINE OF BEAM IS CENTERLINE OF COLUMN (U.ON.)
CENTERLINE OF BEARING PARTITION BELOW IS CENTERLINE OF BEARING PARTITION
AT THIS LEVEL. (U.ON)
5- FOR LAYOUT AND NON- BEARING PARTITIONS AND WALLS SEE ARCHITECTURAL
DRAWINGS.
6- FOR GENERAL NOTES AND SCHEDULES SEE DWG. 5 -5
W
Ram NOTES U
1- ROOF SYSTEM CONSISTS OF 19/32' PLYWOOD SECURED TO WOOD TRUSSESS Z
t 3 X 6 BLOCKING WITH 10 D NAILS 9 3' THROUGH OUT AND WITH 10D NAILS
AT 2' AT EDGES. W
TRUSS MANUFACTURER TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS t 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 t TIE BEAMS W/ HURRICANE W O
STRAPS OR AS INDICATED BY THE TRUSS MANUFACTURER STAGGER TRUSSES AS O
REQUIRED TO ACHIEVE PROPER BEARING (4' MIN). °� Q O
3- COORDINATE ROOF SLOPES AND LOCATION OF ALL CHASES W/ ARCHITECTURAL AND V J 1
MECHANICAL DRAWINGS. d O
4- COORDINATE TRUSS LAYOUT WITH ARCHITECTURAL DRAWINGS. U I Q
5- COORDINATE LOCATION AND WEIGHT OF A/C UNITS WITH MECHANICAL DRAWINGS. O 1
6- FOR GENERAL NOTES AND SCHEDULES SEE DWG. 8-5 (�)
DESIGN SUPERIMPOSED LOADS: Q v
LIVE LOAD: 30 PSF Q
DEAD LOAD: 25 PSF
LJJ F°"
W
WIND DESIGN U w c/
AWE 1 -98, F.B.C.
CATEGORY II
NOTE: EXPOSURE C
PROVIDE CORNER BARS AT ALL 146 MPH a
BEAM EXTERIOR PERIMETER a =6' -0' ♦
NET UPLIFT � n
U)
ZONEp36 PSF \ C
Q
NOTE: ZONEO 94 PSF Q U
2 X 4 BRACING TO BE
SECURED W1 (2) 16d NAILS a O
EA. INTERSECTING: MEMB O
ERS 0
F Q
TRUSS ANCHORAGE In
OI USE DBL. TAPL -16
CAP: 2990 0 u ® U
DCPA: 01- 091205 7
W/ (6) 10 d. X 1.5 NAILS z -7
OUSE TAPL -16
CAP: 1495 + u c/
DCPA: 01- 091205
W /(6)10d.X1.5NAILS Q
O DTC
CAP. 1050 u
DCPA: 01- 0124.06
W/ (9) 10 d. X 1.5 NAILS
OGIRDER DTL.
■
C
0 k33 d
c, ^
earl »r�e - "��. SHEET: S -2
OF: 5
CT 1 200 a