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S T R U C T U R AL MR. NAT KLE I MA - -- -
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6701 SUNSET :5 VE, SUTE- 104 W a: 0
GENERAL:
SOUTH MIAMI, FLORIDA 33143 —� M
1. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS ON THE STRUCTURAL SLABS ON GRADE: ---- 0 m
DRAWINGS AND VERIFY SAME ON THE ARCHITECTURAL SET. ARCHITECTURAL ;--- - - - - - -- - - _- O[ Q
DETAILS SUCH AS; SLAB DEPRESSIONS, WATERPROOFING, CURBS, MECHANICAL r_
SLAB THICKNESS AND REINFORCEMENT AS INDICATED ON THE FOUNDATION U
OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON = Z 6- 1
PLANS. FILL UNDER SLABS SHALL BE CLEAN SAND AND ROCK COMPACTED TO A _
THE ARCHITECTURAL SET_ MIN_ OF 98% STANDARD DENSITY. A 6 MIL POLYETHYLENE MEMBRANE SHALL N z
2_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING TO ENSURE BE PROVIDED UNDER ALL SLABS FORMED ON FILL OR EXISTING GRADE. O
SAFE WORKING CONDITIONS AT ALL TIMES AND SHALL BE INSTALLED AS SHOWN ON CONSTRUCTION JOINTS SHALL BE PROVIDED AS INDICATED ON THE PLANS AND S� UD t-
THE ARCHITECTURAL SET.
ALL CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH A.C.1. 302 o M
"GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION".
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CONCRETE-. FILL MATERIAL: 87
r. 2#S CONT_TEO U-BLOCK FILL iMTH CONC. � �
1. ALL CAST-IN-PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM FILL MATERIAL SHALL BE CLEAN SAND AND/OR GRAVEL WITH A MINIMUM
SAFE WORKING STRENGTH (F'c) AT 28 DAYS OF 3,000 P_S.I. WHERE OPENINGS THRU CONCRETE FLOOR SLABS ARE REQUIRED THESE OPENING
2. CONCRETE WORK SHALL CONFORM WITH ALL REQUIREMENTS OF ACI 301-99 OPTIMUM DENSITY OF 110 PCF. ALL COMPACTION SHALL BE A MINIMUM OF
95% OF STANDARD PROCTOR DENSITY WHERE GROUND WATER LEVELS PERMIT- •!!
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING_ FLUTED CONC. BLOCK (SEE ARCHITECTURAL DWM) 8° CONC. ROOF SL
8" CONC. ROOF SLAB AB
MASONRY: +10'-0•'
REINFORCEMENT STEEL: ,: .
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1. HOLLOW CONCRETE UNITS SHALL BE OF A QUALITY OF AT LEAST EQUAL TO *' = `'• - .•= • !. 7 ■ ' •.* e ' ■- K ■• '•' T ■ 4 -�■ ':" ■ • '-'�—' �.:
1. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THAT REQUIRED BY ASTM C 90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD •, .— :z-- •.--; s -^ ='= .+ r ' — — --�
ACI 318-99. BEARING CONCRETE MASONRY UNITS".
2_ ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTION CONC BEAM RB-I
2. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615 CONC. BEAM.RB-1 3" PVC RAINWATER PIPE
GRADE 60, UNLESS OTHERWISE NOTED. SPECIFICATIONS OF ASTM C 270. EXCEPT THAT SLAG CEMENTS SHALL NOT BE , e" ::o WHERE OCCURS (SEE ROOF PLAN)
USED. MORTARS FOR EXTERIOR WALLS SHALL BE TYPE M_ FOR INTERIOR LOAD
3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185_ BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR INTERIOR WALLS w
ABOVE GRADE AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M. RB-1 BEAM FORMS PART OF SLAB p�
4. REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES S. OR N. CONa COLUMN
DURING PLACING OF CONCRETE.
3_ WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE y
5. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS. SETTING LOCATION SHALL BE FILLED WITH CONCRETE.
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4. GROUT FOR MASONRY UNITS SHALL CONFORM WITH ASTM C 476 AND SHALL ?
ATTAIN A COMPRESSIVE STRENGTH OF F'c=3,000 P-S-1. AT 28 DAYS. SEE ROOF PLAN) rz at
MINIMUM CONCRETE OVER REINFORCING °; a
5- PRISM STRENGTH OF MASONRY UNITS SHALL BE MINIMUM OF F'c=1.500 P.S.I. OC
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MINIMUM CLEAR COVER (IN.1 6. MAXIMUM POUR LIFT FOR MASONRY UNITS AND GROUT POUR HEIGHT A SECTION AT ROOF SLAB EDGE B SECTION AT ROOF BEAMS Z
SHALL BE 4 -0 .
1. CONCRETE AGAINST AND PERMANTLY 3 S-2 N
3/4- r-O- S-2
EXPOSED TO EARTH (UNFORMED FACES) 3�4- r-O� I iu
7. SLUMP 9" + 1" z N
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2. CONCRETE EXPOSED TO EARTH AND WEATHER LA N
(FORMED FACES) >
A. #6 BARS AND LARGER 2 FORMING AND SHORING: Lu
B. #6 BARS AND SMALLER 1-1/2 ALL STRUCTURAL CONCRETE SHALL BE FORMED ON ALL SIDES AND SHALL NOT ol
BE STRIPPED UNTIL IT HAS REACHED A MINIMUM OF TWO THIRDS OF THE
3_ NOT IN CONTACT WITH GROUND SPECIFIED 28 DAY DESIGN STRENGTH.
A. STRUCTURAL SLABS AND WALLS
B. BEAMS AND COLUMNS 1-1/2-1/2 in
7 DAYS MINIMUM. TO BE VERIFIED W/ BREAKING OF FIRST SET OF CYLINDERS. m
C. SLABS ON GRADE OVER VAPOR BARRIER 1-1/2
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HARDWARE: m oc oc I
STRUCTURAL STEEL: (3 -2
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ALL HARDWARE SHALL BE GALVANIZED STEEL UNLESS OTHERWISE NOTED ON THESE
1. STRUCTURAL STEEL WORK SHALL COMPLY WITH AISC "SPECIFICATIONS FOR DRAWINGS. BOLTS SHALL CONFORM TO ASTM A325. ALL BOLTED CONNECTIONS
THE DESIGN, FABRICATION AND ERECTIONS FOR BUILDINGS' AS IT APPEARS TO BE DRILLED AND COUNTERSUNK UNLESS OTHERWISE NOTED ON THESE
ON THE MANUAL OF STEEL CONSTRUCTION. DRAWINGS. RB-1 BEAM
2. STRUCTURAL STEEL SHAPES, BARS, PLATES AND PIPES SHALL CONFORM 2" CI.
TO ASTM A 36, FY=36 KSI_
3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A 46. FY=46 KSI. SLAB OPENINGS:
ADD 4 TIES
SHALL BE MADE BY BLOCKING OUT PRIOR TO PLACING CONCRETE OR BY CORE @ 3" 0-C_
DRILLING. NO CHOPPING OF ANY TYPE WILL BE PERMITTED. THE LOCATION
OF ALL OPENINGS SHALL BE COORDINATED WITH THE PLUMBING, ELECTRICAL �f
AND MECHANICAL PLANS.
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=BARDIAMETEFRS 1/2 TIE SP'C'G(TYP.) F A 0-1
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FOUNDATIONS: SOILS STATEMENT W o
3 CL. TO
REINF.
ALL FOOTINGS DESIGNED FOR AN ALLOWABLE PRESUMPTIVE SOIL BEARING - �
CAPACITY OF 2000 PSF. AS PER THE SOUTH FLORIDA BUILDING CODE, Z
(DADE COUNTY EDITION).
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SHOULD ANY DISCREPANCIES BE FOUND WITH THOSE TYP, FTG, COL, DTL w �.
RECOMMENDATIONS AND FINDINGS ABOVE DURING THE SITE PREPARATION � O v:4 AND/OR THE FOUNDATION EXCAVATIONS, ALL WORK SHALL IMMEDIATELY -� N.T.S.
STOP AND THE ARCHITECT AND ENGINEER OF RECORD SHALL BE N �0 _cv a 0
NOTIFIED OF SAID DISCREPANCIES BEFORE ANY FURTHER WORK IS TO S FE : U
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COMMENCE. m
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THE CONTRACTOR SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF ALL
TOP OF FOOTINGS SHALL BE FLUSH AT THE JUNCTION OF A WALL FOOTING E' W Lo .Y,
AND COLUMN FOOTING, WALL FOOTING REINFORCEMENT TO RUN CONTINUOUS LOCAL. STATE AND FEDERAL LAWS_ PROVIDE ALL SHORING, BRACING AND
THROUGH COLUMN FOOTINGS- ALL SIDES OF FOOTINGS TO BE FORMED_ SHEETING AS REQUIRED FOR SAFETY AND FOR THE PROPER EXECUTION OF THE _� �" a
WORK. REMOVE WHEN WORK IS COMPLETED-
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48 HOURS
DESIGN LOADS: BEFORE DIGGING
WIND LOAD CRITERIA; BASIC LOAD VELOCITY OF 110 MPH AT A HEIGHT OF
17 FEET FROM GRADE WITH A GROSS UPLIFT FORCE OF 46 PSF, IN
ACCORDANCE WITH ASCE 7-93 -MINIMUM DESIGN LOADS STANDARD" 0
LIVE LOADS: CALL SUNSHINE
SLAB-ON-GRADE ------ 150 PSF (IF USED AS ALTERNATE) 1-800-432-4770 NOTE:
ROOF ...... 30 PSF CONTRACTOR SHALL COORDINATE WITH ALL SUB-CONTRACTORS
DEAD LOADS:
AVOID UTILITIES DAMAGE AND WITH ARCHITECTURAL DRAWINGS_
ROOF SYSTEM ...... 120 PSF (8" CONC. SLAB + ROOFING) $ .• ,
��SHEET 8 OF 9
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