12-158-006GENERAL NOTES — STRUCTURAL
1. All poured in place concrete shall have a minimum
compressive strength of 3000 p.s.i. at 28 days.
All concrete work shall be in accordance with
"Specifications For Structural Concrete For Building ",
ACI 301, unless otherwise noted.
2. All work shall be in compliance with the Florida Building
Code 2007 and with 2009 Amendement /Revision.
wind loads are in accordance with ASCE 7 -05,
V= 146mph.
3. No admixtures are permitted without written approval. I
4. Reinforcing steel is to be new billet steel conforming
to A.S.T.M. A -615, grade 60 specifications, fabricated
in accordance with the "Manual Of Standard Practice" of
the C.R.S.I., unless otherwise noted., and placed in
accordance with the A.C.I. "Building Code and Manual of
Standard Practice ".
5. Minimum Cover: Footings 3 "; Columns 2 "; Beams 1-1/2";
Interior Slabs 1"; Exposed Slabs 1-1/2", unless
otherwise noted.
6. All structural steel shall be ASTM A -36 (Fy = 36000
p.s.i.) and shall conform to A.I.S.C. Specifications.
7. All connections to be field or shop welded to develop
the full strength of the members joined.
8. All bolts shall be ASTM A -325.
9. Shop coat all structural steel with Rustoleum "769" Red
Primer.
10. Door and window openings in masonry walls shall have
lintels checked by Architect /Engineer. Lintels to be
integral with tie beams when the head of the opening is
16" or less below the bottom of the tie beam. Provide
additional 2 — #5 bars where drops are 6" or more.
Minimum bearing 8 inches each side. Minimum lintel
shall be 8" deep with 2 — #4 top and bottom for spans
less than 6' -0 "; spans greater than 6' -0 ", 12" deep
with 2 — #5 top and bottom.
NOTE: ALL DOORS IN THE MEANS OF EGRESS SHALL BE SINGLE ACTION
RELEASE AND SHALL NOT REQUIRE THE USE OF A KEY, TOOL, OR
SPECIAL KNOWLEDGE TO OPEN FROM EGRESS SIDE.
NOTE: PROVIDE PANIC HARDWARE IN COMPLIANCE WITH THE NOA.
NEW 8 "X8" C01 I II —L—LLJ VL_LL-
WITH 1# 5 MIN. 4" EPDXY EMBED
INTO EXIST. CONC. SLAB & EXIST.
CONC. BEAM
NEW 8" X 8" LINTEL
W/2 #5
NEW 8 "X8" CONC. FILLED CELL-
WITH 1# 5 MIN. 4" EPDXY EMBED
INTO EXIST. CONC. SLAB & EXIST.
CONC. BEAM
C
NEW 3'X7'
HOLLOW CORE METAL DOOR
N.O.A. N 0. 10-0217.05
EXISTING CONC. BEAM --�
DOOR REINFORCING PLAN:
SCALE: 1/2" = V-0"
DOOR REINFORCEING DIAGRAM
SCALE: 1/2- = 1 —0
0
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
'. VED 9Y
r
DOOR SCHEDULE
0
51ZE
AREA
(SQ. FT.)
ALLOWABLE PRODUCT
DESIGN LOADS (PSF)
CALCULATED DESIGN
LOADS PER ASCE -7 (PS17
REMARKS
W.
HT.
TH.
1
31 -011
71 -011
1 3/411
21.0
+65.0
-53.3
+40.6
-44.1
LS -18 OUTSWING COMMERCIAL STEEL DOOR W/ PANIC EXIT DEVICE PRODUCT APPR. # 10- 0217.05
d
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4
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°
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8" 3' -4" R"
DOOR REINFORCEING DIAGRAM
SCALE: 1/2- = 1 —0
0
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
'. VED 9Y
r
DOOR SCHEDULE
0
51ZE
AREA
(SQ. FT.)
ALLOWABLE PRODUCT
DESIGN LOADS (PSF)
CALCULATED DESIGN
LOADS PER ASCE -7 (PS17
REMARKS
W.
HT.
TH.
1
31 -011
71 -011
1 3/411
21.0
+65.0
-53.3
+40.6
-44.1
LS -18 OUTSWING COMMERCIAL STEEL DOOR W/ PANIC EXIT DEVICE PRODUCT APPR. # 10- 0217.05
f `AR +CO
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RA 0008818
a92 5 S.W. 148TH STREET - SUITE 109
MIAMI, FLORIDA 33176
305.255.2999 - 305.255.4499(FAX)
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PROJECT NO.: 0900H
DATE: 1/18/2012
DRAWN BY: LH
REVISION BY DATE
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