09-667-007FOOTING SCHEDZILE
MARK
SIZE
DEPTH
LONGITUDINAL REINF.
TRANSVERSE
REINF.
REMARKS
TOP
BOTTOM
UIFIS
18'
12'
— REPORT DESCREPANCIES FOR
2 5
CONCR
IUALL FOOTING
UJF22
22'
12'
4
305
04 A 24' 50TT.
1005
UF36
36'
12'
& 4 "o /c 0 ALL EDGES.
445
04 0 18' BOTT.
NOTED)
U1F54
54'
12'
6 5
6 5
04 • 18' TOP. 4 BOTT.
9—
ELEVATIONS 1. VERIFY FOOTING REQUIREMENTS:
;O` ELEVATION i BELOW ` # • BELOW SLAB; • • O TO :fir DESCREPENCIES
COLUMN SCHEDULE
MARK
TYPE
SIZE
REINFORCEMENT
#3 TIES @
REMARKS
I
CONCR
8' x 12'
405
8'
— REPORT DESCREPANCIES FOR
2
CONCR
8' x 24'1
805
8' - 2 SETS
AT EACH TRUSS INTERSECTION, UNLESS OTHERWISE NOTED 0 GABLE ENDS.
4
CONCR
8' x 42'1
1005
8' - 2 SETS
5—
ROOF SHEATHING: 5/8" CD EXTERIOR GRADE PLYWOOD WITH 8d RING SHANK NAILS 6" ON CENTER.
& 4 "o /c 0 ALL EDGES.
6—
ALL INDICATED TRUSS ATTACHMENT HARDWARE BY "NU —VUE" (ALL NAILS — 16d) UNLESS OTHERWISE
NOTED)
7—
GENERAL CONTRACTOR TO VERIFY THAT THE TRUSS ENGINEER UPLIFT LOADS DO NOT EXCEED THOSE
INDICATED ON THESE DOCUMENTS.
8—
DO NOT CHANGE THE DIRECTION OF TRUSSES WITHOUT AUTHORAZATION OF ENGINEER.
SECTION B -B
9—
1. CONTRACTOR TO VERIFY COLUMN SIZES WITH ARCHITECTURAL DRAWINGS PRIOR TO ANY WORK. — REPORT ANY DESCREPENCIES
VERIFY 1. 77ONS, SIZES, ETC. WTH ARCH17EC7ZIRAL PLANS r .I r TO ANY W r REPORT DISCREPANCIES
2. DROP BOTTOM OF BEAUS TO THE TOP OF OPENING, ADD 2 f 5 FOR EVERY 8- OF DROP.
uy
ROOF CONNECTORS SCHEDULE
,ry ■ 1
EXIST 8 "02" TIE BEAM
I�I ■1 � 11
DESIGN LOADS:
3— 2 "x12" P.T. JOISTS (SCREW TOGETHER W/ r
c
0
LL =30 P.S.F. / DL =25 P.S.F. / NET UPL. = 44 P.S.F. (OVERHANGS 96/166 & END ZONES
& 82 P.S.F.
2—
FOR DIMENSIONS, ELEVATIONS, SLOPES, TRUSS PROFILES, BEAMS SIZES, ECT., SEE ARCH. DRAWINGS.
— REPORT DESCREPANCIES FOR
ACTION.
PLATE W/ 3/4 "0 ANCHOR
3—
MINIMUM PERMANENT BRACING: 2 "x 4" ® 6' -0" MAXIMUM ON CENTER AT TRUSS WEB AND BOTTOM
CHORD (2 -16d COMMON NAILS)
AT EACH TRUSS INTERSECTION, UNLESS OTHERWISE NOTED 0 GABLE ENDS.
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4—
NEW BLOCK WA
NEW STARTER 4
c ♦-
DO
4 HOOKS
I
ZMA
rr- 1 <,CE
DETAIL "II"
3/4"= 11 -0"
NEW EXIST.
CONT. 2 "x4" W/
1/4 "x3 -1/2" WD. f
SCREWS 0 6" o/c
t
TYP. SECTION "A -A"
(N.T.S.)
ROOF FRAMING PLAN GENERAL NOTES
EXIST 8 "02" TIE BEAM
1—
DESIGN LOADS:
3— 2 "x12" P.T. JOISTS (SCREW TOGETHER W/ r
c
0
LL =30 P.S.F. / DL =25 P.S.F. / NET UPL. = 44 P.S.F. (OVERHANGS 96/166 & END ZONES
& 82 P.S.F.
2—
FOR DIMENSIONS, ELEVATIONS, SLOPES, TRUSS PROFILES, BEAMS SIZES, ECT., SEE ARCH. DRAWINGS.
— REPORT DESCREPANCIES FOR
ACTION.
PLATE W/ 3/4 "0 ANCHOR
3—
MINIMUM PERMANENT BRACING: 2 "x 4" ® 6' -0" MAXIMUM ON CENTER AT TRUSS WEB AND BOTTOM
CHORD (2 -16d COMMON NAILS)
AT EACH TRUSS INTERSECTION, UNLESS OTHERWISE NOTED 0 GABLE ENDS.
i
4—
INDICATED IN CONSTRUCTION DOCUMENTS TRUSS UP LIFT AND FORCES, BRACING AND ANCHORAGE, REQUIRED VERIFICATION WITH TRUSS
MANUFACTURES, SHOP DRAWINGS AND CALCULATIONS PRIOR TO ANY CONSTRUCTION.
5—
ROOF SHEATHING: 5/8" CD EXTERIOR GRADE PLYWOOD WITH 8d RING SHANK NAILS 6" ON CENTER.
& 4 "o /c 0 ALL EDGES.
6—
ALL INDICATED TRUSS ATTACHMENT HARDWARE BY "NU —VUE" (ALL NAILS — 16d) UNLESS OTHERWISE
NOTED)
7—
GENERAL CONTRACTOR TO VERIFY THAT THE TRUSS ENGINEER UPLIFT LOADS DO NOT EXCEED THOSE
INDICATED ON THESE DOCUMENTS.
8—
DO NOT CHANGE THE DIRECTION OF TRUSSES WITHOUT AUTHORAZATION OF ENGINEER.
SECTION B -B
9—
TRUSS TO GIRDER ATTACHMENT — RESPONSIBILITY OF TRUSS DESIGN ENGINEER
X a
10—
NOT SHOWN TRUSS ATTACHMENT — "NVHTAI6"
y 2 "x8" MID BRACING 2—#5 " o/
11—
FOR ROOF TRUSSES & GIRDERS PROFILES, ROOF SLOPES, BEAMS SIZES & ELEVATIONS —SEE ARCH.
DRAWINGS / REPORT DICREPENCIES
FOR
ACTION.
<
12—
PROVIDE REQUIRED VENTS BETWEEN EXISTING & NEW ROOF —SEE ARCHITECTURAL DRAWINGS.
I
13—
ROOF LEDGER #1: 2— 2 "x6" P.T. BOTTOM & TOP (RAKED) W/ 3/4 "0 GALV. A. BOLTS ® 24" o/c
a w
,
NEW BLOCK WA
NEW STARTER 4
c ♦-
DO
4 HOOKS
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ZMA
rr- 1 <,CE
DETAIL "II"
3/4"= 11 -0"
NEW EXIST.
CONT. 2 "x4" W/
1/4 "x3 -1/2" WD. f
SCREWS 0 6" o/c
t
TYP. SECTION "A -A"
(N.T.S.)
1
i
01
CV
101-0"
REVISIONS:
NEW 7" SLAB W/ #4 0 8" O/C
TOP & BOTT. (EACH WAY),
1 -1 /9" rnmrprTF rnv;7p
FILLED CELLS
I
1
EXIST 8 "02" TIE BEAM
•
W/ 2 #5 T. &B.
3— 2 "x12" P.T. JOISTS (SCREW TOGETHER W/ r
c
0
LL
�c ®
NEW 10 "x5/8 "x8" —long STL.
w
PLATE W/ 3/4 "0 ANCHOR
#4 ® 12" o/c
s
BOLTS 0 12" o/c (6" EMB.)
VERT. DOWELS
i
-3" VERTICALY STAGGERRED
(" . IN
5 EMB
• •
EPDXY INTO
NEW CONC. POUR W/ 2# 5
EXIST. BM.)
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STANDARD
HOOK
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SECTION B -B
X a
1
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01
CV
101-0"
REVISIONS:
NEW 7" SLAB W/ #4 0 8" O/C
TOP & BOTT. (EACH WAY),
1 -1 /9" rnmrprTF rnv;7p
FILLED CELLS
I
1
•
'I
3— 2 "x12" P.T. JOISTS (SCREW TOGETHER W/ r
LL
"
R p
v 1/4 "x4 -1/2" GALV. SCREWS 0 6 "o /c —4" I F
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L -t w .` BELOW W/ #5 ® 24 o/c
ROOF r .
LEDGER #1 _
2 "x4" X— BRACING
0 48" o/c MAX.
W/ 2 -16d N. TO
TRUSSES & LEDGER
PIGGY BACK
TRUSSES
— ATTACHMENT BY
MANUFACTURER
Ing
VERT. IN FILLED CELL
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f +
FILLED CELLS
1/4" = 1' -0"
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