13-1348-006GENERAL STRUCTURAL NOTES:
L FOLNDATIONS:
SHALLOW FOUNDATIONS:
BASE ON SITE OBSERVATION THE FOUNDATIONS HAVE BEEN DESIGNED
USING 200 P.SF
Z. CONCR!)'i"tE:
ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE
STRENGTH OF 5OW PSI IN 28 DAYS, EXCEPT FOR SLABS ON GRADE
THAT SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3000
PS1 IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED,
MAXIMUM SIZE I ". CONCRETE SLUMP: 3" MIN. TO 5" MAX.
VERTICAL CONCRETE DROP NOT TO EXCEED 8'.
3. CONCRTE COYER
TO BE AS FOLLOWS: BOTTOM TOP SIDES
FOOTINGS 311 26 3"
4. REINFORCM STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM
A -305, AND CONFORMING TO ASTM A -615, GRADE 60.
LAP CONTINUOUS TOP AND BOTTOM BARS 48 -5AR DIAMETERS, AT MID -
SPAN FOR TOP, AND AT SUPPORTS FOR BOTTOM. PROVIDE "L" BARS
30" X 30" FOR TOP AND BOTTOM BARS, AT ALL CORNERS OF ALL TIE
BEAMS. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS FOR
STRUCTURAL BEAMS (NON TIE - BEAMS). REINFORCING STEEL TO BE
DETAILED AND FABRICATED IN ACCORDANCE WITH "MANUAL OF
STANDARD PRACTICE OF DETAILING REINFORCING CONCRETE
STRUCTURES", AND THE ACI BUILDING CODE 318, LATEST EDITION.
SUBMIT SHOP DRAWINGS FOR APPROVAL.
S. 00 DESIGN C.RI71MA:
ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE BEEN DESIGNED
PER THE GUIDELINES OF THE ASCE 1 -2010 BUILDING CODE.
WIND LOADS AS PER ASCE 1 -10: DESIGN WIND SPEED = 115 MPH
EXPOSURE CATEGORY = C
DIRECTIONALITY FACTOR = 085
6. O AVATIONS:
GENERAL CONTRACTOR TO NOT EXCAVATE ADJACENT TO OR NEAR NEW
STRUCTURES AFTER THEY HAVE BEEN CONSTRICTED. EXCAVATIONS
FOR UTILITIES ADJACENT TO OR NEAR NEW STRUCTURES TO BE
COMPLETED BEFORE THE NEW STRUCTURES ARE CONSTRUCTED.
COORDINATE ALL UTILITIES WITH STRUCTURAL DRAWINGS. IF
CONFLICTS EXIST CONTACT ARCHITECT AND STRUCTURAL ENGINEER
GENERAL CONTRACTOR TO EXERCISE CAUTION DURING EXCAVATIONS
ADJACENT TO THE EXISTING STRICTURES. IF THERE EXISTS A
DEVIATION OF THE EXISTING FOUNDATION FROM WHAT IS SHOWN IN
THESE PLANS, CONTACT ARCHITECT AND STRUCTURAL ENGINEER
GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE BRACING AND
LATERAL SUPPORT, AND FOR MAINTAINING THE INTEGRITY OF THE
EXISTING STRUCTURE DURING ALL PHASES OF THE CONSTRICTION.
D.D.A. ENGINEERS P.A.
CONSULTING ENGINEERS
f 4930 S.W. 74th CT. MIAMI, FLORIDA 33155
13051 666 -0711 FAX 666 -5259
„ Y STATE OF FLORIDA - AUTHORIZATION No. 1306
Bermello + Ajamil Partners
South Miami Hospital - Manor Lane Wall
job number date
2013 -12 -4 10 -01 -13
designed draw A sheet no. 2 Of 3
t SHOP DRAWINGS:
NO SHOP DRAWING SHALL BE SUBMITTED FOR ARCHITECT /ENGINEER'S
REVIEW UNTIL AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR
CONSTRUCTION METHOD, DIMENSIONING, AND OTHER TRADE
REQUIFS1ENTS BY THE CONTRACTOR AND STAMPED WITH THE
CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO
RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS,
AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS.
8. DETAILS AND SECTIONS:
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY
SIMILAR SITUATION ELSEWHERE ON THE PROJECT, UNLESS A
DIFFERENT DETAIL, OR SECTION, IS SHOWN.
S. SPECIALTY Srsh D SYSTEMS:
ITEMS DESIGNATED ON DRAWINGS THAT REQUIRE DESIGN BY A
SPECIALTY ENGINEER SHALL BE DESIGNED, DETAILED,
FABRICATED AND ERECTED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE BASED ON
LAYOUT AND CONFIGURATION AS SHOWN ON ARCHITECTURAL
DRAWINGS. THE SPECIALTY ENGINEERED SYSTEM SHALL BE
DESIGNED TO RESIST THE GRAVITY LOADS AND COMPONENT
AND CLADDING WIND PRESSURES INDICATED ON THIS DRAWING.
SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED
THAT ARE DATED, SIGNED AND SEALED BY A PROFESSIONAL
ENGINEER REGISTERED N THE STATE OF FLORIDA.
SPECIALTY ENGINEERED ITEMS ON THIS PROJECT INCLUDE:
a) FENCE
41 D.D.A. ENGINEERS P.A.
CONSULTING ENGINEERS
:> 4930 S.W. 74th CT. MIAMI, FLORIDA 33155
' (305) 666 -0711 FAX 666 -5259
STATE OF FLORIDA - AUTHORIZATION No. 1306
Bermello + Ajamil Partners
South Miami Hospital - Manor Lane Wall
job number date
2013 -12 -4 10 -01 -13
designed dra DA sheet no. 3 Of 3
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D.D.A. ENGINEERS P.A.
CONSULTING ENGINEERS
4930 S.W. 74th CT. MIAMI, FLORIDA 33155
13051 666 -0711 FAX 666 -5259
STATE OF FLORIDA - AUTHORIZATION No. 1306
10 -16 -13
Bermello + Ajamil Partners
South Miami Hospital - Manor Lane Wall
job number date
2013 -12 -4 10 -01 -13
designed drawn sheet no.
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AQCF'ITECT: -.
BERMELLO AJAMIL & PARTNERS, INC.
" AreIiiiectur%'Engineenng Planning
" Interor Desig-ii La�ldscape Architecture
"
2601 56uthi Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
STRUCTURAL ENGINEER:
A-v 8i5h &JL�%%INEMNE904
ORAMON R. DONNELL P.E. 011890
■PEDRO J. DUQUESNE P.E. 0022764`
f' OAIDA M. ALBAISA P.E. 0045130
;`# 1 0.7 r3bwb.. 744 or. WI A.b. ' pX1�i°ea TIN
':%'•, . STATE OF FLOFWA - AUTHORIZATION Na 1306
LANDSCAPE ARCHITECT:
..009N G E(JMANTIC
DESIGNS, INC.
LANDSCAPE ARCIII'IF.G'IUFtE
V�l"�) ROBERT PAROSL70 Y A S.L.A.
y 68W S.W.81 STREET MIAM4 R - 33143
PHONE: 305-W -9688 PAX: 303 -668 -8426
PROJECT NAME:
Manor Lane Wall Variance Request
PROJECT ADDRESS:
KEY PLAN
COMM. NO. 40072.000
SCALE: SEE PLAN
DATE: 10.03.2013
DRAWN:
CHECKED:
CADD FILE: MINSTITUTIONAL
DRAWING TITLE:
STRUCTURAL DETAILS
AND GENERAL NOTES
SHEET NO.
■
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D.D.A. ENGINEERS P.A.
CONSULTING ENGINEERS
4930 S.W. 74th CT. MIAMI, FLORIDA 33155
13051 666 -0711 FAX 666 -5259
STATE OF FLORIDA - AUTHORIZATION No. 1306
10 -16 -13
Bermello + Ajamil Partners
South Miami Hospital - Manor Lane Wall
job number date
2013 -12 -4 10 -01 -13
designed drawn sheet no.
DDA DDA 1 of 3
0 , SOS
r ,
y)�
IRM
AQCF'ITECT: -.
BERMELLO AJAMIL & PARTNERS, INC.
" AreIiiiectur%'Engineenng Planning
" Interor Desig-ii La�ldscape Architecture
"
2601 56uthi Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
STRUCTURAL ENGINEER:
A-v 8i5h &JL�%%INEMNE904
ORAMON R. DONNELL P.E. 011890
■PEDRO J. DUQUESNE P.E. 0022764`
f' OAIDA M. ALBAISA P.E. 0045130
;`# 1 0.7 r3bwb.. 744 or. WI A.b. ' pX1�i°ea TIN
':%'•, . STATE OF FLOFWA - AUTHORIZATION Na 1306
LANDSCAPE ARCHITECT:
..009N G E(JMANTIC
DESIGNS, INC.
LANDSCAPE ARCIII'IF.G'IUFtE
V�l"�) ROBERT PAROSL70 Y A S.L.A.
y 68W S.W.81 STREET MIAM4 R - 33143
PHONE: 305-W -9688 PAX: 303 -668 -8426
PROJECT NAME:
Manor Lane Wall Variance Request
PROJECT ADDRESS:
KEY PLAN
COMM. NO. 40072.000
SCALE: SEE PLAN
DATE: 10.03.2013
DRAWN:
CHECKED:
CADD FILE: MINSTITUTIONAL
DRAWING TITLE:
STRUCTURAL DETAILS
AND GENERAL NOTES
SHEET NO.
■