12-910R-013DETAIL "A"
PLAN VIEW.
ELEVATION 1
DETAIL "B"
DETAIL "E"
SECTION.
BEYOND
PLAN VEIW 2
y: 4-
INTERIOR EXTERIOR
•, ,
SECTION "B " - "B"
ELEVATION 2
r►
DETAIL "I
7.
GENERAL:
A. 6005162 -54 DENOTES: 6" WEB x 1 -5/8" FLANGE "C STUD ",16 G/.
(54 MILS) THICK. ALL STEEL Fy = 50 KSI - B. 600T150 -54 DENOTES: 6' WEB x 1 -1/2" FLANGE'TRACIC", 16 GA
(54 MILS) THICK. ALL STEEL Fy = 50 KSI
C. CALCULATED WIND ON NEW DOORS IS BASED ON ASCE7 -05,
V =146 MPH, EXP. "C', STRUCT. CATEGORY 11.
CALCULATED WIND = +39.8 PSF / -43.4 PSF
❑ VERTICAL 600S162 -54 STUDS AT 12" O.C. MAX., CONNECTED TO
TOP AND BOTTOM TRACKS WITH (2) #12 -14 HWH SCREWS (ONE
AT EACH FACE).
2❑ VERTICAL 600S162 -54 STUDS AT 16" O.C. MAX., CONNECTED TO
TOP AND BOTTOM TRACKS WITH (2) #12 -14 HWH SCREWS (ONE
AT EACH FACE).
3❑ (1) VERTICAL 6005162 -54 PLACED ADJACENT TO EXISTING
WALL, CONNECTED TO wall with 114"0 x 2 -1/2' LONG TAPCON
SCREWS, SPACED AT 16" O.C. MAXIMUM.
4❑ HORIZONTAL BRIDGING AT 1 /3RD AND 2 /3RD HEIGHTS.
El BOTTOM TRACK: 600T125 -54 CONNECTED TO CONCRETE
FLOOR WITH 1/4 "0 x 2 -1/2' LONG'TAPCONS" AT 12' O.C.
6❑ BOTTOM TRACK: 600T125 -54 CONNECTED TO CONCRETE
FLOOR WITH 114"0 x 2 -1/2" LONG'TAPCONS" AT 16" O.C.
7❑ L4x4xl6 GA x 0'-4" CLIP ANGLE, CONNECTED TO VERTICAL
STUDS WITH (5) #12 -14 HWH SCREWS AND TO CONCRETE WITH
(4) 1/4"0 x 2-1/2" LONG 'TAPCONS ".
8❑ L4x4xl6 GA x 0' -4" CLIP ANGLE, CONNECTED TO STUDS WITH (5)
#12 -14 HWH SCREWS EA. LEG AND TO CONCRETE WITH (4)
1/4"0 x 2-1/2" LONG 'TAPCONS ".
9❑ VERTICAL POST: (2)600S162 -54 & (2)600T125 -54, CONNECTED
TO EACH OTHER WITH #12 -14 HWH SCREWS AT 12' O.C.
VERTICALLY (AS SHOWN ON THE ENLARGED DETAIL).
10. VERTICAL POST: (1)600S162 -54 & (1)600T125 -54, CONNECTED
EACH OTHER WITH #12 -14 HWH SCREWS AT 12' O.C.
VERTICALLY (AS SHOWN ON THE ENLARGED DETAIL).
111 2x_ MIN. WOOD BUCK (AS REQUIRED FOR DOOR FRAMING
(SEE SPECIFIC DOOR N.O.A. AND ARCHITECT DWGS.)
CONNECTED TO STUDS WITH # 12 -14 HWH SCREWS (LENGTH TO
BE DETERMINED BY WOOD WIDTH) AT 12" O.C.
12. BENT PLATE (ANGLE) 4 "x4 "x16 GA. (FULL HEIGHT OF WALL)
CONNECTED TO STUDS WITH #12 -14 HWH SCREWS AT 12" O.C.
VERTICALLY (AS SHOWN ON THE ENLARGED DETAIL).
13. EXISTING ALUM STOREFRONT VERT. MULLION TO NEW VERT.
STUD CONNECTION: 1/4" 0 ST. STEEL SCREWS AT 12' O.C.,
ATTACHED TO THE NEW 600S162 STUD BEFORE THE
ATTACHMENT OF THE 600T125 TRACK TO IT (SEE ITEM #10).
14, HEADER BEAM: (2)600S162 -54 & (3)600T125 -54, CONNECTED
TO EACH OTHER WITH #12 -14 HWH SCREWS AT 12" O.C.
HORIZONTALLY (AS SHOWN ON THE ENLARGED DETAIL).
15. TRACK CONNECTION TO EX. CONC. COLUMN: 1/4 "0x2 -1/2'
LONG'TAPCONS" AT 16" O.C. VERTICALLY.
INTERIOR 1111
II rlI
II II
II
III I
EXTERIOR
SECTION "C " - "C"
GDK Proj. No.: K11,056
G.D. Klieger, Inc.
Consulting Structural Engineers
0 1909 Harrison St., Suite 204
EO Hollywood. Florida 33020 -5017
Phone: 954 923 -2111
FAX: 954 923 -4949
EB 0004821 Email: gklie w6att.net
Gershon D. Klieger, PE FL. PE X36109
a r c h i t e
NORBERTO ROSENSTEIN
ARCHITECT , INC.
MOUECTM - NTM DESM - FLAMING
126 S. FEDERAL HIGHWAY
SUITE # 202
DANIA BEACH, FLORIDA 33004
PH: (954) 922 -6551
FAX: (954) 922 -7388
EMAIL .-Infoarosensteinarchheetcom
WEB.- www.rosensteinarchdect.com
STATE REG. NO. AR0016674
NATL. REG. NO. 69178
COPYRIGHT 2008
NORBERTO ROSENSTEIN ARCHITECT, INC.
ALL RIGHTS RESERVED. THIS DOCUMENT
OR PARTS THEREOF, MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT PERMISSION.
DESIGNED
N.R.
DRAWN
J. G.
CHECKED
N.R.
I HEREBY CERTIFY THAT THESE PLANS
WHERE PREPARED BY ME OR UNDER
MY SUPERVISION, AND TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH ALL
APPLICABLE CODES, .
® I OWNERS REVISION 1 -7
R E V I S 1 0 N S
COMM. DATE
2011 -37 8/15/2011
5701 SUNSET DR
SUITE A15A
WHITE BOX
SOUTH MIAMI
FLORIDA, 33143
X a
Rv }'•
,a
t
In
%0
so•
•
0
ftWA
•
rN9ica,,�
Z�14
iD .•t:it�w�.�_
'L
nl
V v `.
DEC 13 2011
4
S-1
Y � �
M