14-88-017GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2010 EDITION.
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2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR
TO START OF WORK AND NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCY IN
THE DRAWINGS AND OBTAIN HIS APPROVAL BEFORE PROCEEDING WITH WORK.
3. VERIFY DOOR AND WINDOW OPENINGS SIZE REQUIRED WITH MANUFACTURER.
4. CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER TYPE AND KIND OF
INTERIOR FINISHES DESIRED BY OWNER WHICH ARE NOT SPECIFIED IN DRAWINGS.
5. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB SITE
PRIOR TO COMMENCING WORK. NOTIFY ENGINEER OR OWNER
REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN
INTERPRETATION OR DECISION FROM THE ENGINEER BEFORE
PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS, DIMENSIONS
GOVERN.
6. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS,
BEFORE COMMENCING WORK. NO CHANGES OR SUBSTITUTIONS SHALL BE
MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER /ENGINEER
7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE
REQUIREMENTS OF THE "FLORIDA BUILDING CODE ", 2010
EDITION.
8. THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE
MISINTERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND
APPROVAL OF SHOP DRAWINGS BY OTHERS.
9. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT
BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED.
CONCRETE NOTES:
1. ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL CONFORMING
TO ASTM A615, GRADE 60.
2. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION, AND PLACING
OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE MEMBERS.
3. LAP ALL BAR SPLICES 48 BAR DIAMETERS (12" MIN.) UNLESS OTHER-
WISE NOTED.
4. ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS UNLESS OTHERWISE NOTED.
5. WIRE MESH REINFORCEMENT SHALL BE WELDED SMOOTH WIRE FABRIC
CONFORMING TO ASTM A185 -99 WITH A YIELD STRENGTH OF 60,000 PSI.
6. WIRE MESH REINFORCEMENT SHALL LAP ONE FULL MESH +2" AND BE
SECURELY WIRED AT EACH SIDE AND END.
7. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
8. NO TIE BEAMS SHALL BE FORMED /POURED PRIOR TO TRUSS SHOP
DRAWINGS APPROVAL BY ENGINEER.
9. MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED
SHALL BE:
A. CONCRETE DEPOSITED AGAINST THE GROUND 3"
B. CONCRETE EXPOSED TO THE WEATHER OR IN
CONTACT WITH THE GROUND 2"
C. SLABS AND WALLS NOT EXPOSED TO THE WEATHER
OR IN CONTACT WITH THE GROUND 3/4"
D. BEAMS (OVER MAIN REINFORCING) 2"
E. SLAB ON GRADE (NON STRUCTURAL) 2" - 0 CENTER LINE
F. COLUMNS (OVER MAIN REINFORCING) 2"
REINFORCING STEEL:
1. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND
CONFORMING TO ASTM A -615, GRADE 60. COLUMN AND BEAM TIES
SHALL BE OF GRADE 40. FOR SLABS, BEAMS, GRADE BEAMS, WALLS, ETC.
THAT ARE EXPOSED TO WEATHER, THE REINFORCING LAYER CLOSE TO THE
EXPOSED SURFACE SHALL BE EXPDXY COATED REINFORCING STEEL.
2. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS
SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONC STRUCTURES ACI 315, LATEST EDITION ".
3. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS AND BE PLASTIC DIPPED
AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE IN
ACCORDANCE WITH ACI, 2010 EDITION.
4. ALL REINFORCING STEEL SHALL BE TIED DOWN AND INDEPENDENTLY
SUPPORTED ON CHAIRS AND SUPPORT BARS.
5. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS,
WALLS, SLABS AND OTHER CONCRETE SHALL BE LAP- SPLICED 48 BAR DIA
OR 2' -0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS).
LAPS FOR EPDXY COATED REINFORCING SHALL BE INCREASED BY 50 %.
ELEMENTS SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS.
REINFORCING SPLICES:
1. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS,
WALLS, SLABS AND OTHER CONCRETE SHALL BE LAP- SPLICED 48 BAR DIA.
2. ALL BARS AT END OF CONT. FTGS, BEAMS OR CONTINUOUS HORIZONTAL
ELEMENTS SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS.
3. PROVIDE 2' -6" x 2' -6" 'L' BARS (SAME SIZE AND QUANTITY) IN ALL TIE
BEAMS, WALLS AND WALL FOOTINGS, AT ALL CORNERS AND BENDS.
WELDED WIRE FABRIC:
1. SHALL CONFORM TO ASTM A -185. CONTRACTOR SHALL BE RESPONSIBLE
TO EMPLOY SUITABLE MEANS OF SUPPORT TO MAINTAIN 2" CLEAR COVER
FROM SLAB BOTTOM. MEANS OF SUPPORT MUST MEET ENGINEER'S
APPROVAL.
MASONRY NOTES:
1. MATERIALS:
A. ALL CONCRETE UNITS SHALL CONFORM TO ASTM C90 -85 AND ASTM
C145 -85. PRISM STRENGTH fm = 1500 PSI.
B. MORTAR: TYPE M. COMPLYING WITH THE REQUIREMENTS OF ASTM
C270 -86.
C. GROUT: SHALL BE 3/8" MAXIMUM SIZE PEAROCK CONFORMING TO ASTM
C- 476 -83 WITH 28 DAYS MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
GROUT SLUMP TO BE 8" MINIMUM, 10" MAXIMUM.
D. REINFORCING BARS: ASTM A615. GRADE 60.
E. JOINT REINFORCEMENT: TO BE #8 LADDER -TYPE DUROWALL AT 16" O.C.
2. CONSTRUCTION:
MATERIALS, METHODS OF CONSTRUCTION, INSPECTION AND TESTING
SHALL BE SPECIFIED BY NCMA AND ACI.
A. MORTAR BEDDING MASONRY UNITS SHALL BE LAID IN RUNNING BOND WITH
FACE SHELL BEDDING EXCEPT THE FIRST COURSE OF MASONRY ON
FOUNDATIONS SHALL BE LAID IN FULL BEDDING.
B. LAPPING REINFORCEMENT: (APPLICABLE AT SIDE OF OPENINGS ONLY)
1. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS.
2. JOINT REINFORCING SHALL BE OVERLAPPED 6" MINIMUM.
C. GROUTING SHALL BE A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING
4' -0" AND A MAXIMUM POUR OF 12' -0 ".
STEEL NOTES:
1. ALL STRUCTURAL STEEL SHALL BE ASTM A - 36 BUT TUBE COLUMNS
SHALL BE Fy =46 ksi.
2. ALL SHOP CONNECTIONS TO BE MADE WITH ASTM A307 BOLTS OR WELDED
USING E70 ELECTRODES AND SHALL CONFORM TO THE SPECIFICATIONS
SET FORTH IN THE AWS STRUCTURAL WELDING CODE.
3. STRUCTURAL STEEL SHALL RECEIVE ONE COAT SHOP PAINT; RETOUCH
FOOTING SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
TOP ELEV.
WF -20
20 "X12"
2 - #5
CONTINUOUS
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TERMITE PROTECTION STATEMENT
ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION
AGAINST SUB - TERRANEAN TERMITES AS PER FBC 1816.1.7. A CERTIFICATE
OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY
THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT
FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES ".
SOIL STATEMENT
AS PER VISUAL INSPECTION THE SOIL CONSIST OF SAND
AND ROCK WITH ASSUMED BEARING CAPACITY OF 2000
PSF. A LETTER WILL BE SUBMITTED AFTER THE GROUND
HAS BEEN BROKEN ATTESTING THAT THE SITE OBSERVED
AND FOUND.CONDITIONS ARE SIMILAR TO THOSE ON WHICH
THE DESIGN IS BASED.
WIND PRESSURE /DESIGN CRITERIA
BASIC WIND SPEED ASCE 7 -10
EXPOSURE CATEGORY
BUILDING CLASSIFICATION
WOOD NOTES:
175 MPH
C
CATEGORY
Kzd =.85
Kzt =1.0
Kh =.85
int. factor = +.18
PRIMARY WOOD FRAMING MEMBERS
SHALL BE NO. 2 SOUTHERN PINE OR
BETTER SURFACED DRY USED AT 19%
MAX M.C. WITH THE FOLLOWING STRESS
RATINGS UNLESS OTHERWISE NOTED
Fb SINGLE MEMBERS
Fb REPETITIVE MEMBERS
Fv REPETITIVE MEMBERS
Fc PERPENDICULAR TO GRAIN
E PERPENDICULAR TO GRAIN
ALL WOOD TO BE CCA PRESSURE TREATED 2.5 PCF
METAL STRAPS, CLIPS, AND HARDWARE SHALL BE
GALVANIZED TREATED
X8 X10
1200 PSI =1050 PSI
1380 PSI =1210 PSI
90 PSI
565 PSI
1,600.000 PSI
MASONRY NOES:
1. ENGINEERED LOAD BEARING CONCRETEAASONRY WALLS ARE DESIGNED IN
ACCORDANCE WITH BUILDING CODE RECIREMENTS FOR MASONRY STRUCTURES
ACI 530 -99 /ASCE 5 -99 AND SPECICATIONS FOR ' MASONRY STRUCTURES
ACI 530.1 -99 /ASCE 6 -99.
2. MATERIALS:
A. ALL CONCRETE UNITS SHALL CON)RM TO ASTM C90 -85 AND ASTM
C145 -85. PRISM STRENGTH fm= 2000 PSI.
B. MORTAR: TYPE M. COMPLYING NTH THE REQUIREMENTS OF ASTM
C270 -86.
C. GROUT: SHALL BE 3/8" MAXIMU SIZE PEAROCK CONFORMING TO ASTM
C- 476 -83 WITH 28 DAYS MINIMA COMPRESSIVE STRENGTH OF 3000 PSI.
GROUT SLUMP TO BE 8" MINIMU, 10" MAXIMUM.
D. REINFORCING BARS: ASTM A6153RADE 60.
E. JOINT REINFORCEMENT: TO BE # LADDER -TYPE DUROWALL AT 16" O.C.
3. CONSTRUCTION:
MATERIALS, METHODS OF CONSTRUCTIOP INSPECTION AND TESTING
SHALL BE SPECIFIED BY NCMA AND AC
X12 A. MORTAR BEDDING MASONRY UNITSHALL BE LAID IN RUNNING BOND WITH
=975 PSI FACE SHELL BEDDING EXCEPT TI- FIRST COURSE OF MASONRY ON
FOUNDATIONS SHALL BE LAID IN ULL BEDDING.
=1120 PSI
B. LAPPING REINFORCEMENT:
1. REINFORCING BARS SHALL = LAPPED 48 BAR DIAMETERS.
2. JOINT REINFORCING SHALL E OVERLAPPED 6" MINIMUM.
C. GROUTING SHALL BE A CONTINUOS OPERATION IN LIFTS NOT EXCEEDING
4' -0" AND A MAXIMUM POUR OF12' -0 ".
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PART =20
PL =10
TOTAL =70 PSF
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