11-629-015FZFV1S;ON$- $Y
OF HIGHEST
rgvve
12
3 IF
TOP OF
TIE BEAM
EX15TFT
Q.H.
gv
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RRELEV.
a
OF, HIGHEST
4-3"
ZONE 5
4" STUCCO BAND AND BRICK _ _ EXISTING WINDOW
TEXTURE TO REMAIN TO REMAIN. (TYP.)
30'-4�'
ZONE 4
Q
41-3"
ZONE 5
NORTH EL
5CALE: 1/41T 1'-0'
0
8'-Gy
ZONE 5
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Y�O ��M1• COLUMN AND ARC MOLDING
1
TO BE SELECTED BY
ram." �
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,MATC1111111lIlIlIIIIIl111EXIST...
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ZONE 5
ZONE 4
41-311
ZONE 5
5CALE: 1/4- 1 a
LEGEND
MARKDESCRIPTION
I
ANGLE L3 1/2" X 3 1/2" X 1/4' W/ EXTENDED LEG (Fy 361051)
TEFL PLATE CENTERED ON VERT. LEG AND PARALL, TO WALI-, 10 1/2" X 5" X 1/4" (Fy = 36 K51)
0
5TEEL PLATE 11314" X 5" X 1/2" (Fy = 36 K50
ONE (I ), 5/8" DIAM. THRU BOLT FOR TWO PLY TRU55
ONE (1). 3/4" DIAM. THRU 13OLT FOR THREE PLY TRU55
5/8" DIAM„ "HILTI KWIK DOLT III ANCHOR5(4" MIN. I_MB.), A5 5HOWN
®
PREFABRICATED TWO OR THREE PLY TRU55, FOR PRECI5E PROFILE 5EE ROOF 5ECTION5.
MIN. 5/8" EXTERIOR GRADE PLYWOOD, 5EE PLAN FOR NAILING RED.
®
MIN. 8" X 1 2" CONCRETE TIE 13EAM (Fc = 3,000 P51 MIN.) OTHERWI5E NOTED,
CONCRETE MA5ONKY DLOCK WALL.
.1 I 3"
ZONE 5
EXISTING GARAGE BEYOND.
2 - 3/4" O THROUGH
BOLT5
2 - 3/4" 0 THROUGH
BOLT5
PROVIDE CONNECTOR "F". 5EE
CONNECTOR 5CHIfDULE.
TOP NSF
13EAM
t 1
WIND PRESSURE SCHEDULE
PANEL
AREA
MARK
ZONE 4 (a 4.:3')
ZONE 5 (a=4.3)
PE55URE
5UCTION
PRE55URE
SUCTION
A
15.00 5F
WINDOW
53,22
-57.85
53.22
-70.31
6.00 5F
WI,NDOW
54.66
-59,29
54.66
-73.19
1
21 .00 5F
DOOR
52,02
-56.66
52,02
-67.92
2
21.00 5F
DOOR
52.02
-56.66
52.02
-67.92
TRU55 FABRICATOR TO PROVIDE A VERTICAL
MEMBER AT SUPPORT POINTS.
I X 2EL. 5EE PLAN
WD. FASCIA
`� PREFAB WOOD GIRDER. TRU55
2 X (2 MEMBER5)
WD. FA5CIA Cy
I 1 /2" 1 / 1 TD
3 1/2" I/ " 3 1/2"
8
iO1/2"
NOTE: WELDING: 3/16" FILLET WELD ALL AROUND(E70XX)
UPLIFT CAPACITY
(3840)(0.61)(0.965)(2)=4500#
CONC. TIE COL,—
CONNECTOR 111311 (TWO PLY GIRDED
TYPICAL CONNECTORVOETAIL.
TYPICAL PREFAB. WOOL)
GIRDER TRU55 TO TIE
BEAM CONNECTION DETAIL.
Eli
(;I rY OF 8011 fl:t MI, °w11
BUILDING D[-:P r.
,51RUGT1a��,�L 3Ez���EUr1
Yq
•
Denis K. Sola 0
P.R. 56902 SJ, 2046 a
Solver Structural Partners I
7500 N.W. 25th ST Phone:(305) 692-9396
Miami, Florida 33122 Fax: (305) $99-9347
F-Mail: sglverstruct@c.s.com
Partnetshi , no. DESIGN - INSPECTION - INVESTIGATION • REPORTS
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DRAWN
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CHECKED
JCS
DATE
1-10-09
SCALE
AS NOTED
JOB No.
2008-
SHEET INDEX
ELEVATIONS
SHEET NUMBER
Sw4.-j