09-636-0076S
M
5S
TB (SEE PLAN
AND SCHEDULE)
TS SQUARE STEEL COL.
SEE PLAN FOR ADD. INFO.)
SECTION
3/4" = I'-a'
6S
Simpson A35 framing anchor
(FL# 10446.4) with (6) 8d
nails into each member.
(or (3) 1/4 x 1.75' embed.
Tapcons into concrete.)
PRESSURE TREATED 2x8 -
(IF RQD. TO MATCH ELEV.)
3E
1� E I—'
SEE ARCH. DWGS.
FOR ROOF SLOPE
SEE ARCH. DWGS.
FOR ROOF SLOPE
141
SEE ROOF PLAN FOR
STRAP REQUIREMENTS
PL5 /8 x 7 x 0' -7' WITH
(2) 3/4!'x 8" HEADED STUDS
BUTT WELDED TO PLATE
5S
7S 2 STRAPS REQUIRED
AT TRUSS GIRDERS
WALL SECTI.ON @ EXIST. WALL
3/4" =1- "
2x WOOD NAILER WITH 16d NAILS
INTO EXIST. SHEATHING @ 4" o.c.
NAIL NEW SHEATHING WITH 10d @ 4" o.c.
Provide 12" dia. openings
in existing roof sheathing for
ventilation at 48" o.c. e.w.
3S PRE -FAB PIGGY -BACK
TRUSSES AT 24" O.C. (TYP.)
Hughes RT1618 TW strap tie
(Miami -Dade County product approval no. 00-1218.03) with
�61 1,00 ti 5 NO SILO 01 BUSS Otto X61 100 nails into We
of each exist, intersecting truss (max. 2"-T o.4 Penetrate
existing sheathing only as required for installation of strap.
SEE ROOF PLAN
FOR LOCATIONS
� D ACK TRUSSE!
3/4"
5S
COLUMN SCHEDULE
Contractor shall verify all existing conditions in the field. All discrepancies shall
be reported to a/e before proceeding with the work.
EE]
REINFORCEMENT
2E
MARK
SIZE
REMARKS
VERTICAL
TIES
F5"EJ
Existing plywood roof sheathing.
6E
SC1
8" x 8"
2 #5
NONE
8x8 CONCRETE STARTER COLUMN
SC2
8" x 12"
4 #5
#3 @ 8" O.C.
8x12 CONCRETE STARTER COLUMN
C1
8" x 12"
4 #5
1 #3 @ 8" Q.C.
CONCRETE COLUMN
COLUMN NOTES:
1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND
SHALL LAP MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS.
2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP.
3, WHERE COLUMNS BEGIN FROM EXISTING CONSTRUCTION, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 #6 x 3'-0"
DOWELS FOR SC2 AND C1 AND 1 #5 x 3`-0" DOWELS SC1.
4. COORDINATE ALL MASONRY OPENINGS WITH ARCHITECTURAL DRAWINGS.
BEAM SCHEDULE
SIZE TOP OF REINFORCEMENT
MARK (INCHES) 8M ELEV. TOP INT, BOTT, STIRRUPS REMARKS
B -1 8" x 17' 2 #6 — 2 #6 #3 @ 4"
BEAM NOTES:
1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH 30 -INCH LONG LEGS ATTOP AND BOTTOM.
2. HOOK ALL TOP BARS AT ENDS.
3, ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE
BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BEMINIMUM 36- INCHES.
4. COORDINATE ALL MASONRY OPENINGS WITH ARCHITECTURAL DRAWINGS.
5. WHERE BEAMS FRAME INTO EXIST. CONSTRUCTION, DRILL 6" AND SET 2 #6 x 3'-0" DOWELS
IN EPDXY ADHESIVE, UNLESS OTHERWISE NOTED ON DRAWINGS.
ROOF /WIND PRESSURES:
ZONE 1 - INTERIOR: - 31.82psf
ZONE 2 - EDGE: -44.81 psf
ZONE 3 - CORNER: - 70.78psf
ZONE WITH a = 4' -8"
REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPES,
DRAINAGE AND WATERPROOFING.
(TYP.)
o
Lo iv
P
STRUCTURAL DRAWING NOTES
EXISTING CONDITIONS
Contractor shall verify all existing conditions in the field. All discrepancies shall
be reported to a/e before proceeding with the work.
EE]
Existing CMU wall to remain.
2E
Existing concrete foundation.
F3E_J
Existing concrete tie beam.
4E 1
Existing concrete slab on ground.
F5"EJ
Existing plywood roof sheathing.
6E
Existing prefab roof trusses.
2
5.02 (TYP.)
(ABOVE AND AT EXPOSED
CEILING BELOW)
SCALE: /4' = 1' -0"
STRUCTURAL DRAWING NOTES
NOTED THUSLY ON DRAWINGS XS
1 S
El
Drill 6" into side of existing concrete beam and set 2 #6 x 36" bars in
epoxy adhesive (8" o.c. vertically).
2S
Fasten starter column to existing CMU with I" wide x 16 gage corrugated
galvanized steel masonry anchors at 16" o.c., embedded in masonry
joint and fastened to existing with (1) T diameter x 1.75" embed.
Tapcon.
3S
Prefabricated piggy -back wood trusses at 24" o.c. (see "General
Structural Notes" no. 06176 and seciton 3/S.02 for additional information).
4S
Fasten truss to existing tie beam with (1) USP RT18 strap (N.O.A. no,
00- 1912.05) with (14) 16d nails into truss and (3) 1/4 "dia. x 1.75" embed.
Tapcons into beam (3" spacing). (UPLIFT 1020 #)
SS
Plywood roof sheathing (see "General Structural Notes" no. 06110 for
additional information).
6S
Prefabricated wood trusses at 24" o.c. (see "General Structural Notes"
no. 06176 for additional information).
7S
Fasten truss to existing tie beam with (2) USP RT18 strap (N.O.A, no.
00- 1912.05) with (14) 16d nails into truss and (3) 1 /4" dia. x 1.75' embed.
Tapcons into beam (3" spacing), (UPLIFT 2040 #)
8S
Prefabricated wood girder truss (see "General Structural Notes" no.
06176 for additional information).
9S
Fasten typical prefab girder /truss to tie beam with Nuvue NVHTA -20H
truss anchor (N.O.A. no. 04-0510.03) with (18) 1 O nails into truss thru
strap and (6) l Od nails thru seat into side of member. (Uplift =- 3117 #)
1 OS
2x4 cont. lateral wood bracing perpendicular to prefab truss /girder at
bottom panel points, max. 8' to 10' o.c. Fasten to top of bottom chord
with (2)16d nails. OR 1x3 furring strips at 16" o.c. with (2) 8d nails into
each intersection truss /girder.
CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS
AND EXISTING CONDITIONS WITH ARCHITECTURAL DRAWINGS
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
OF So
sUILDMG ,
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MEMO
SSA
Ll.S. Structures, Inc.
5- rioi=turcil Enoi ^c°3ers
4444 SW 71 st AVENUE, SUITE 103
MIAMI, FLORIDA 33155
305.665.4555 FAX 305.665.5522
info@usstructuresinc.com
CA 8439
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REVISIONS:
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STRUGT b lN"E'E' R
FL P. 891
DRAWN
J.T.
CHECKED
J.A.T
DATE
06.02.09
SCALE
As Indicated
JOB NO.
GMA.09.029
SHEET
S002
OF 2 SHEETS