11-910-016Mw
DETAIL "A"
PLAN VIEW.
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'/[-/'
L P1110.
ELEVATION 1
DETAIL "B"
PLAN VIEW.
DETAIL "Y
PLAN VIEW.
DETAIL "E"
PLAN V[|V L
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ELEVATION 2
INTERIOR IN I EXTE IOR INTERIOR EXTERIOR
SECTION "B"-"B" SECTION "A"-"A"
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GENERAL:i
A. 6OOSl62-54DENOTES: 6^YYE8x1-5/&'FLANGE'C5TUO(16GA
(54 MILS) THICK. ALL STEEL Fy=5OK3|
B. 6UOTl5D'54DENOTES: 6' WEB xl-l/Z'FU\NGE'7RACK''l6GA
(54 MILS) THICK. ALL STEEL Fy=5OKO
C. CALCULATED WIND [JN NEW DOORS |3 BASED 0NASCE7-05
Y=l46 MPH, EXP. ''[:'.STRUCT. CATEGORY ||.
CALCULATED WIND =+39.8PSF/-43.4PSF
U. |
VERTICAL 60USl62-54STUDS AJlZ'D.C.MAX, CONNECTED TO
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TOP AND BOTTOM TRACKS WITH (2)#l2'l4HVYH SCREWS (ONE
AT EACH FACE).
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VERTICAL 6OOSl6�54 STUDS ATl6'0' C ' MAX., 8�X CONNECTED TO
L�J
TOP AND BOTTOM TRACKS WITH (2)#l2-l4HVYH SCREWS (ONE
AJ EACH FACE). `
`
31 (l) VERTICAL 6UO8l62-54 PLACED ADJACENT TOEXISTING
--
WALL, CONNECTED TQ wall Wthl/4YDx2-l/Z' LONG TAPCDN
SCREWS, SPACED ATl6'C}.C.MAXIMUM.
HORIZONTAL BRIDGING AJl/3RD AND 2/3RDHEIGHTS.
�i| 8OTTO��TRACK: 60Tl25- 4[�ONNECTEDTDCONCR�E .
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FLOOR WITH l/4'0x2-l/Z'LONG'7APCONS'AJl2'D.C.
�-1
8D�DmTRACK:60UTl2�54 CONNECTED TDCONCR�E
--' FLOOR WITH l/40x2-l/2'LONG^7APCONS'ATl6'O.C.
�| L4x4xl6GAx0'4'CUP ANGLE, CONNECTED TOVERTICAL
---
STUDS WITH (5)#l2-l4MYYM SCREWS AND TD CONCRETE WITH
(4) 1/4'0x2-1/2''LONG'TAPCUNS'.
Vl| L4x4xl6G4xO'-4!'CUP ANGLE, CONNECTED TD STUDS WITH (5)
--' #l2-l4HYYH SCREWS EA. LEG AND TO CONCRETE WITH (4)
1140 x2-1 /Z'UJNG'TAPCONS''.
Fq1 YERTICALPO3T (2)600S I62-54& (2)600T CONNECTED
nJ EACH OTHER WITH #l2l4HYYH SCREWS AJl2'D/C.
VERTICALLY (AS SHOWN DN THE ENLARGED DBA|L).
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�0] l
VERT|CALPOST (1)6003l62- 4& (1)600Tl25- 4`COmNECTED
EACH OTHER WITH #l2-l4HYYH SCREWS AJl2'O.C.
VERTICALLY (AS SHOWN ONTHE ENLARGED DETAIL).
`
NU 2x— MIN. WOOD BUCK (AS REQUIRED FOR DOOR FRAMING
(SEE SPECIFIC DOOR ND.A. AND ARCHITECT DYYGSJ
CONNECTED TD STUDS WITH #l2-l4MYYH SCREWS (LENGTH TD
8E DETERMINED BY WOOD WIDTH) /Jl2'O.C.
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HEADER BEAM: (2)600Sl62' 4&(3)600Tl25-54.CONNECTED
TO EACH OTHER WITH #l2-l4HYVH SCREWS AJl2'C>.C.
HORIZONTALLY (AS SHOWN ON THE ENLARGED DETA|L).
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VERTICAL CONC. COLUMN:
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114"0 x 2-1 /7'LONG'7APCONS" AT 16" O.C. VERTICALLY.
am Ton AM
ARCHITECT , INC.
126 S. FEDERAL HIGHWAY
SUITE # 202
DANIA BEACH, FLORIDA 33004
PH: (954) 922-6551
_ ' - - 922-7388
EMAI
WEB. www.rosensteinarchdect.com
STATE REG. NO. AR0016674
NATL. REG. NO. 89178
COPYRIGHTa 2008
wonBcn7n noSEwsTE|w ARCHITECT. INC.
ALL moyrs RcyEnvso. THIS ooCuwcwT
OR pAnna TnsmcoF, MAY NOT BE nsPnoouoso
IN ANY FORM vnTnouTpsnw|sSIow.
12 Ov
MMIIIIIIIIIII
CHECKED
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,
uijy,
EOD. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020-5017
Phone: 954 923-2111
FAX: M4� 923-4949
EB 0004621 Email: 1 net
Gershon D. Mieger, PE n. PE #36109
comm. DATE
2011-37'" 8/15/2011
5701 SUNSET DR
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ARCHITECT , INC.
126 S. FEDERAL HIGHWAY
SUITE # 202
DANIA BEACH, FLORIDA 33004
PH: (954) 922-6551
_ ' - - 922-7388
EMAI
WEB. www.rosensteinarchdect.com
STATE REG. NO. AR0016674
NATL. REG. NO. 89178
COPYRIGHTa 2008
wonBcn7n noSEwsTE|w ARCHITECT. INC.
ALL moyrs RcyEnvso. THIS ooCuwcwT
OR pAnna TnsmcoF, MAY NOT BE nsPnoouoso
IN ANY FORM vnTnouTpsnw|sSIow.
12 Ov
MMIIIIIIIIIII
CHECKED
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,
uijy,
EOD. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020-5017
Phone: 954 923-2111
FAX: M4� 923-4949
EB 0004621 Email: 1 net
Gershon D. Mieger, PE n. PE #36109
comm. DATE
2011-37'" 8/15/2011
5701 SUNSET DR
E7 A
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SOUTH MIAMI
FLORIDA, 33143
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