05-766-012I KU55 MANUG. I /IN(, I UKtK
3 1/2'x3 1/2'xl/4'
STEEL COLUMN
ASTM Aar& BASE PLATE
12'x12'x3/4' BASE PLATE (4) 3/4' DIAM
EXPANSION ANCHOR W/4-3/4' MIN. EMBED.
1 '5 CONT.
W.W.F.
TOP OF SLAB 12
ELEVATION = 0'-0' VARIES
x— (REFER TO
ROOF PLAN)
THICKENED EDGE (TES)
(REFER TO FOOTING SCHEDUL
FOR SIZE AND REINF.)
PLAN
NOTE: NO HOLES ALLOWED IN STEEL COL. 4 PL TES
OTHER THAN 1/4" PRESSURE RELIEF 4 BOLT HOL ES
FOOTING WF-I&A 1
SEE PLANS FOR SIZE < EINF. SECOND POUR
.S-=x-=it p, x', .
TYP.
,,ELEV. - +0.-0. 1/411
ELEV. _ -12'
SEE FOUNDATION PLAN
FOR SIZE 4 REINFORCEMENTS.
STEEL COLUMN DETA L i
SCALE: N.T.S. S-3
19/32' CDX PLYWOOD SHEATHING NAILED
AS PER PLYWOOD NAILING DETAIL.
ON SHEET S-2 AND NOTES ON 5-4
UPLIFT STRAP, DADE APPROVED. 12
REFER TO ANCHOR LEGEND AND PLAN 6 PREFAB. ENG. WE). ROOF
FOR SPECIFIED ANCHOR TRUSSES a 24' O.C.
TOP OF BOND BEAM
ELEV,
TIE BEAM
PROVIDE STANDARD ACI HOOK
INTO BEAM FOR VERT REINF,
SECTION 3
SCALE: 3/4' =1'-O' S-3
(2) 2'x 4' P.T. TOP PLATE ATTACHED TO STUDS
w/ (NU -WE) NvTP4 TOP PLATE ANCHOR w/ 8-10d NAILS.
DADE AP. 00-032-.0
� I
SECTION TWO PLY TRUSS
W/2-3/4" DIAM. 5OLT5=4872#
5PECIAL BRACKET DETAIL 5DL '
(N.T.S)
2"x 4' BLOCKING g MID HEIGHT ATTACHED TO STUDS
4'x 4' P.T. STUDS 'D 16' cc. w/ 2-16d NAILS EACH END.
4'x 4' STUDS W/ NVTP4 BTM PLATE
ANCHOR W/ 8-10d NAILS. 1/2' DIAM.x ro" LONG ANCHOR BOLTS a lro' cc.
DADE AP. 00-0327.03
TOP OF SLAB
ELEVATION = 0'-0'
MF-16A
SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT
1-1/4'
a
3
4 3/4"MINIMUM
EMBEDMENT
(TYPICAL)
5ECTION
SCALE: 3/4' = I'-O'
9-3
(2) USP INDUSTRIES RT181
RAFTER TIES W/14-16D NA
ATTACH FROMGT TO STUI
DADE COUNTY 0 01-0912.s
G
(NU-VUE)NVTP4 BTM PLATE
ANCHOR w/ 8-10d NAILS.
DADE AP. 00-0321.03
2'x4' BA,
106 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE FOOTING WF-16
CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD SEE SCHEDULE FOR SIZE d REINF.
WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF, BAR 12'
AT TOP AND BOTTOM. FILLED CELLS AT ALL CORNERS, 1/2' DIAM x 6' LONG ANCHOR
OPENINGS AMC) AT 48' o.c. BOLTS im lb'OC.
NOTE: WALL SHALL BE 4'x4' S,YP. FRAMING m 16'oz.
WOOD WALL 5E CT I ON
NTS S-3
8'x8'xl6' CONCRETE MASONRY
UNIT WITH 9 GAUGE LADDER
TYPE HORIZONTAL REINFORCEMENT
EVERY OTHER COURSE
1-116 STARTER BAR.
ALL SPLICES SHALL BE A MIN.
48 x BAR DIAMETER
WALL SECTION 2
SCALE: 3/4' = I'-0' S-3 1' 4 x 6'-O' LONG. TOP TRANSFER BAR 6 12' oz.
4' REINFORCED CONCRETE SLAB
Ul (L IV WITH 6X6-1.4xIA WELDED WIRE MESH
a MID HEIGHT OF SLAB OVER VAPOR
BARRIER ON CLEAN WELL COMPACTED FILL.
Z_ PROVIDE TO TRANSF. BAR WITH
TOP OF SLAB 15' CLEAR COVER
F
ATTACHED TO STUDS
w/ (NU-VUE) NVTP4 TOP PLATE —
ANCHOR w/ 8-10d NAILS,
ILS
DADE AP. 00-0321.03
>S
�5
2-2'x4'
TOP PLATE
w
w
ul
z
w
•Q
w
�
Q
p
►- -6
X
_�
_pp
�w
u
X 1
E PLATE
C'
F7
I
N
'K
%
VERIFY DIMENSION WITH J
TRUSS MANUFACTURER
4'x4' PT BOLTED
TO CMU WALL
w/ 1/2'DIAM x 8'LG
EXPANSION BOLTS.
W/OVERSIZE WASHERS
MIN EMBED 5'.
SIDE ELEVATION
12
VARIES
(REFER TO
ROOF PLAN)
41
121 41
4'
3 �2
5'
1-1/4'
a
4-3/4' MINIMUM
EMBEDMENT 9
(TYPICAL)
-O
F
THREE PLY TRU55
W/2-3/4" DIAM. 5OLT5=4873#
5CHEDULE
MARK
DESCRIPTION
I
ANGLE 3' x 3' x 1/4' W/ EXTENDED LEG (Fy=361<61) SEE DWG.
2
STEEL PLATE:
FOR TWO TRUSSES : 9-3/4' x 5' x 316' Fy= 36 KSI,
FOR THREE TRUSSES :II-1/4' x 5x 3/8' Fy= 3ro KSI,
3
ONE(I), 5/8' DIAM. THRU BOLT.
4
3/4' DIAM, HILTI KWIK BOLT II (CARBON STEEL), 2 REQ'D
5
PREFABRICATED TWO OR THREE PLY TRUSS
(6
19/32' EXTERIOR GRADE PLYWOOD
1
CONCRETE BOND BEAM.
8
CONCRETE WALL.
2
PLAT
'(TYP.
�P OF
ANC.!
STE
US 2 TIST STRAP a EA. TRUSS
W/10-16d NAILS CAPACITY= -WOO
DADS CO."01-0912.05
STUCCO ON MTL
LATH AND FELT
5/5' PLYWOOD
SHEATHING WITH
—
8d. NAILS g 6' OC.
EA. SUPPORT
2X4 a 12' OC.W/ _
JUS26 HANGER W/
4-8d NAILS EAEND
TWO PLY TRU55 THREE PLY TRUSS
(W/6-3/4" BOLT5=13,4a4#) (W/&-3/4" BOLT5=13,4a4#)
SPE GI,4L BRAG<E:T DETAIL SDL-EN
(N.T.S)
STL COLUMN
Fp4ro KSI
BUCKET SPECIFICATION: DETAIL 6
SCALE: N.T.S. S-3
- ALL 3/4' DIAM. HIGH STRENGTH THRU BOLTS TO BE A325 BOLTS.
- ALL 1/4' STEEL PLATES TO BE ASTM A36.
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL
OR BETTER.
- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS.
- ALL BOLT HOLES TO BE 1/6' DIAM. FOR 3/4' DIAM. BOLTS.
BUCKET UPLIFT CAPACITY FOR TWO MEMBER:
- FROM NDS TABLE 635, ONE 3/4' DIAM. THRU BOLT IN
• DOUBLE SHEAREQUALS:
LOAD PERPENDICULAR TO GRAIN = 1,330 LBS
LOAD PARALLEL TO GRAIN = 2,550 LBS
- WITH SHORT DURATION LOAD FACTOR CD=133
USING 1.3 FACTOR,1,330 LBS x 13 = 1,129 LBS/BOLT
BUCKET CAPACITY=1129x2=3458'
ELEV.. 0'-0'
HANGER
SPEC IF I C,4T I ON:
U3
GRADE
N-Q
A
BUCKET UPLIFT CAPACITY
L EXPANSION BOLTS TO BE HILTI KWIK BOLT II 1/2' DIAM
NDS TABLE ONE 3/4' DIAM. THRU BOLT IN
- ALL THRU BOLTS TO BE ASTM A301.
- ALL STEEL PLATES TO BE ASTM A36.
- DOUBLE SHEAREQUALS:
VAPOR BARRIER
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER
1/4' FILLET WELD FOR ALL PLATE CONNECTIONS.
LOAD PERPENDICULAR TO GRAIN = 1,330 LBS
LOAD PARALLEL TO GRAIN = 3300 LBS
-
(REFER TO FOOTING SCHEDULE
- ALL BOLT HOLES TO BE 5/8' DIAM. FOR 1/2' DIAM. BOLTS.
-WITH SHORT DURATION LOAD FACTOR CC) 13
FOR SIZE AND REINF.)
- USE PLYWOOD FILLERS WHEN REQUIRED.
USING 13 FACTOR 1,310 LBS x 13 = 1,129 LBSBOLT
IN FILLED MASONRY
USING 13 FACTOR 3,300 LBS x 13 = 4290 LBS/BOLT
i
IN 3000 PSI CONCRETE (MIN. EMBEDMENT 35')
TOTAL BUCKET CAPACITY = I BOLT X 4290 LBSBOLT
BUCKET CAPACITY = 3486'
+ 1 BOLT X 1129 LBS/BOLT = 6019 LBS
5PECIAL HANGER DETAIL 4
5GHEDULE
MARK
DESCRIPTION
I
ANGLE 3" x 3" x 114" W/ EXTENDED LEG (Fy=36KSI) SEE DWG.
2
STEEL PLATE
FOR TWO TRU5SE5 : 11-5/4" x 5" x = 56 KSI.
FOR THREE TRU55E5 :II-1/4" x 5" x 3/8" 1�y= 36 K51.
3
ONEW, 5/8" DIAM. THRU BOLT.
4
5/4" DIAM, HILTI KWIK BOLT II (CARBON STEEL), 6 REaD
5
PREFABRICATED TWO OR THREE PLY TRU55
6
Iq/52" EXTERIOR GRADE PLYWOOD
7
CONCRETE BOND BEAM OR TIE BEAM,4F =5,000 PSI)
b
GONG COLUMN
TRU55 ANCHORAGE 5CPEDULE
MARK
m
(NU-VUE) NVSTA 16 ANCHOR w/ 9-10d X 1-1/2'
NAILS TO TRUSS AND 6-10d X 1-12/' NAILS TO SEAT PLATE
ANCHOR CAPACITY = U=1221' (DADE APPROVAL ' 00-0321-03)
]
SDL-2 SEE DETAIL SNT 5-3 CAPACITY U=4612'
SDL-6 SEE DETAIL SHT 6-3 CAPACITY U=13,494'
®
SPECIAL HANGER DETAIL. SEE DETAIL HANGER DETAIL "2 IN SHT 6-3.
Q
USP-INDUSTRIES RT18T RAFTER TIES W/14-Ibd NAILS
DESIGN LOAD UPLIFT 1020' DADE COUNTY "01--912,05
UPLIFT
ROOF
2-2X4"FT-COlv1'.�PLATE
2x4 P7 VERT. WEOD STUv �% �2''OG." 1
W/ USP TP4X 'U' STRAPS TOP 4 BOTT
2x4 PT BASE PLATE
PREFAB. WOOD
TRUSSES e 24' OC.
KNEE WALL ENTRY
S-3 SCALE: N.T.S.
M
rn[
5TANDARD
900 HOOK
COLUMN 51ZE AND
REINFORCEMENT A5
SGHEDOLED.
COLUMN TIES
AS 50HEDULE.
IL
zw
pm
STANDARD
clOc HOOK
FOOTING 51ZE 4 3
REINFORCEMENT
AS SCHEDULED.
TYPICAL CONCRETE
COLUMN 4 FOOTING
DETAIL
N.T.5.
TRU55 ANCHORAGE DETAIL
N.T.S.
m
Q NVHTA 14 BY NU-VUE 1NDU3TRIE5, INC.
W/14-I0dNA1L5 INTO YWO STRAPS(TOTAL)
CAPACITY: 2,153 05 UPLIFT,
1,617 lb,- L I.
1,943 Ib5 L 2.
5EE 5GHEDULE FOR 5FECIF16 CON121TION
CONCRETE BEAM
moo ■■■■■■■■
000 on
■■■■■■080 00
...■■...■........
■■■■■■or■■■■..■.
■■■■■■■■■■■■■■■■■
■..........■.....
REVISION BY
W
A�
r~� A
V1
F�
w
• �1
F
I� W
O�
00
ILL
N
O
O
�O
0
v
Q
0
p
o$
v N
�z
o�
O � U:3
1v1 a
�1
0 �
12 Cd
U?iff
a
DATE
SCALE AS SHOWN
DRAWN K-L.
JOB
SHEET
S-3
OF SHEETS