12-986-003IX9YL
STRUCTURAL NOTES
1. GENERAL:
A. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA
BUILDING CODE, 2010 EDITION, ASCE 7 -10 MINIMUM DESIGN LOADS FOR BUILDINGS,
THE ACI 318 -99 BUILDING CODE, AND ALL APPLICABLE FEDERAL, STATE AND
LOCAL ORDINANCES.
B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES
AFFECTING NEW CONSTRUCTION BEFORE COMMENCING ANY WORK. ANY
VARIATIONS IN ACTUAL FIELD CONDITIONS /DIMENSIONS FROM THOSE SHOWN IN
THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR
DETERMINING THE NEED OF REDESIGN.
C. THESE DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, AIR
CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED
SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT
SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTEN-
TION OF ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK.
D. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID
DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHI-
TECT /ENGINEER. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED
TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT /ENGINEER.
E. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUC-
TION DOCUMENTS WITH THE REVISED DRAWINGS AND SPECIFICATIONS, FIELD
ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE
COURSE OF CONSTRUCTION.
F. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECI-
FICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COM-
PLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN
OR NOTED FOR SIMILAR CONDITIONS.
G. IT IS THE CONTRACTOR RESPONSIBILITY TO MAKE CERTAIN THAT ALL CONSTRUCTION
IS IN FULL AGREMENT WITH THE CONSTRUCTION DOCUMENTS.
2. REINFORCING STEEL:
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH
B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615 -94
(S1) GRADE 60.
C. REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCES-
SORIES DURING PLACING OF CONCRETE.
D. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 30 DIA. AT
SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS
AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS
AT NON- CONTINUOUS ENDS WITH STANDARD HOOKS, U.O.N.
4. CONCRETE:
A. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -96
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS."
B. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI.
C. FORMWORK SHALL COMPLY WITH ACI 347 -889 " RECOMMENDED
PRACTICE FOR CONCRETE WORK."
Gl ory only to God
EXISTING HOUSE
CONCRETE TIE BEAT
DRILL 3/4" DIAM. 4-1/2" DEEP
AND FILL W/ EPO>
GROUT TYP. EA. BAI
8 "X8" CONCRETE COLUMN
W/ 2 #5 VERTICAL
NEW C M U WALL
NEW 8 "X8" CONC
WINDOW SILI
W/ 2 #5 CONT
DOVETAIL ANCHORS ® 16" O.0
AT BLOCK JOINT:
EXISTING CONC. COLUMN
TO REMAIN (SEE PLAN)
TOP OF EX. CONC SLAE
DRILL 3/4" DIAM. 4 -1/2" DEEF
AND FILL W/ EPDX
GROUT TYP. EA. BAF
NFW WINnow nPFNINC;
\7fll \f\VL U%aV I\ %jF LI V IIVV
NEW WINDOW OPENING DETAIL SC: 1/2"
WALLS - Components and Cladding
by
O.P
(for 146 mph wind)
10- 10- 10
File
Positive Pressure Zone 4 & 5 p = qz *
(GCp + Gcpi)
Scale
Q
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Negative Pressure Zone 4 & 5 p = qz * (GCp - Gcpi)
Job No
CD
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Zone 4 & 5 Zone 4
Zone 5
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* Tributary Area : 10 SF
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p [PSF]
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-73.3
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-68.6
* Tributary Area : 30 SF
GCp
Q
p [PSF]
0.91
-1.02
-1.24
1,D
50.6
-55.7
-65.9
* Tributary Area : 50 SF
L7
GCp
p [PSF]
0.87
-0.97
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48.7
-53.3
-62.2
* Tributary Area : 100 SF
GCp
p [PSF]
0.82
-0.92
-1.05
46.4
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-57.1
* Tributary Area : 150 SIF
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GCp
p [PSF]
0.8
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* Tributary Area : 200 SF
GCp
p [PSF]
0.76
-0.86
-0.94
43.6
-48.2
-511.9
* Tributary Area : 500 SF
GCp
p [PSF]
0.7
-0.8
-0.8
40.8
-45.5
-45.5
OSCARIPOSRDR
ARCHITECT
AR 0016550
9231 SW 12 ST.
Miami Fl. 33174
305 -554 1094
786- 6835155
Fax: 305 - 5541134
ARENCO@AOL.COM
REVISION BY
SOUTH MIA &II
'ING DEPT.
ALL CONCEPTS, DESIGNS, ARRANGEMENTS,
DRAWINGS AND SPECIFICATIONS ARE OWNED
AND ARE THE PROPERTY OF THIS OFFICE
AND WERE CREATED, INVOLVED AND DEVEL-
OPED FOR USE ON AND IN CONJUCTION
WITH THE SPECIFIC PROJECT. NO IDEA,
DESIGN, ARRANGEMENT OR PLAN SHALL BE
USE BY OR DISCLOSE TO ANY PERSON,
FIRM OR CORPORATION FOR ANY PURPOSE
WITHOUT THE WRITTEN PERMISSION OF:
OSCAR A. POSADA ARCHITECT.
Drawn
by
O.P
N
10- 10- 10
File
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SOUTH MIA &II
'ING DEPT.
ALL CONCEPTS, DESIGNS, ARRANGEMENTS,
DRAWINGS AND SPECIFICATIONS ARE OWNED
AND ARE THE PROPERTY OF THIS OFFICE
AND WERE CREATED, INVOLVED AND DEVEL-
OPED FOR USE ON AND IN CONJUCTION
WITH THE SPECIFIC PROJECT. NO IDEA,
DESIGN, ARRANGEMENT OR PLAN SHALL BE
USE BY OR DISCLOSE TO ANY PERSON,
FIRM OR CORPORATION FOR ANY PURPOSE
WITHOUT THE WRITTEN PERMISSION OF:
OSCAR A. POSADA ARCHITECT.
Drawn
by
O.P
Date
10- 10- 10
File
Many Lariga
Scale
AS SHOWN
Job No
2010012
Sheet
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