14-145-008UN
look UWA
CODE:
1. FLORIDA BUILDING CODE CHAPTER 16, 2010 LATEST EDITION.
2. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH :
A.S.C.E. 7 -10, A.C.I. 530 -05, A.C.I. 318 -05, AND T.M.S. 402 -92
FOUNDATIONS:
1. FOUNDATIONS ARE BASED ON A SAFE SOIL BEARING CAPACITY OF 2000
P.S.F. LETTER WILL BE SUBMITTED BY ARCHITECT /ENGINEER, AFTER
GROUND HAS BEEN BROKEN, ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE
UPON WHICH THE DESIGN WAS BASED.
CONCRETE:
1. ALL CAST IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MIN.
COMPRESSIVE STRENGTH (f'c) AT 28 DAYS OF 3000 P.S.I.
2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI
301 -89 "SPECIFICATIONS FOR STRUCTURAL CONCRTE FOR BUILDINGS ".
3. SLAB ON GRADE CONCRETE SHALL BE 2500 P.S.I. AT 28 DAYS.
SHALL BE 5" +/- 1 INCH. (MAX. WATER /CEMENT RATIO IS 0.45 +/-
0.05). FOUNDATIONS AND GROUND FLOOR SLABS = 2500 PSI.
4. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW
BILLET STEEL MEETING ASTM A615, GRADE 60. ALL REINFORCING
BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO -WAY
MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH
WAYS. BARS SHALL BE DETAILED, FABRICATED SUPPORTED IN FORMS
AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE
"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES (ACI 315- LATEST EDITION) ". LAP ALL BAR SPLICES 36
BAR DIAMETER (UNLESS OTHERWISE NOTED). PROVIDE CORNER BARS AT
ALL CORNERS FOR ALL CONTINUOUS REINFORCING 2 #5 x 5' -O ".
5. MINIMUM CONCRETE COVER FOR REINFORCING BARS:
STRUCTURAL PART COVER
A CONCRETE FOOTINGS (CAST AGAINST SOIL) 3"
B� SLABS (ABOVE GRADE LEVEL) 3/4" (U.O.N.)
C) BEAMS & COLUMNS 1 1/2 "
6. ALL CONCRETE SLABS ON THE GROUND INCLUDING SIDEWALKS NOT
OTHERWISE NOTED, SHALL HAVE ONE LAYER OF 6 "x6" W1.4 /W1.4
WELDED WIRE FABRIC. WIRE FABRIC SHALL CONFORM TO ASTM A185.
WIRE FABRIC MUST LAP 6" MIN, AT SIDE AND END LAPS AND BE
WIRED TOGETHER. FABRIC SHALL EXTEND WELL INTO SUPPORTING
BEAMS AND WALLS FOR ANCHORAGE (UNLESS AN EXPANSION JOINT IS
CALLED FOR). DOUBLE WELDED WIRE MESH AT ALL THICKENED EDGE
FOOTINGS 60" MINIMUM.
STRUCTURAL STEEL NOTES
1— ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM A -36
LATEST SPECS.
2— DESIGN FABRICATION AND DETAILING SHALL BE IN
ACCORDANCE WITH AISC SPECS. LATEST REVISION,
3- ALL WELDING BY CERTIFIED WELDERS IN ACCORDANCE WITH
AWS LATEST SPECS.
4— ERECTION SHALL BE IN ACCORDANCE WITH AISC
SPECIFICATIONS LATEST REVISION.
STRUCTURAL LUMBER
1— STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING STRESS
OF 1200 PSI. (No. 1 GRADE) DOUGLAS FIR,HEM FIR,OR SOUTHERN
YELLOW PINE.
2- ALL WORK SHALL BE IN ACCORDANCE WITH FLORIDA. BLDG.
CODE 2007 LATEST REVISION.
3- WOOD TRUSS MANUF. SHALL SUBMIT SHOP DRAWINGS OF ALL
TRUSSES TO ARCHITECT FOR APPROVAL SEALED BY FLORIDA
REGISTERED PROFESSIONAL ENGINEER.
4- WOOD TRUSS MANUF. SHALL COORDINATE WITH GENERAL
CONTRACTOR AND MECHANICAL CONTRACTOR TO PROVIDE
REQUIRED AIR COND. DUCT. OPENINGS IN ROOF TRUSSES,
MODIFIED TRUSSES SHALL SATISFY LOADING DESIGN CRITERIA.
5- FIELD ALTERATIONS OR REPAIR OF DAMAGED MANUF. WOOD
TRUSSES SHALL BE ACCOMPLISHED ONLY WITH ENG. APPROVAL,
6- MOISTURE CONTENT SHALL BE 19% OR LESS
7- MEMBERS SHALL BE FREE OF CRACKS AND KNOTS.
8- PRESSURE - TREATED WOOD SHALL BE USE ONLY WHERE SPECIFICALLY
NOTED IN THE DRAWINGS. NO FRAMING MEMBER SHALL BE OF PRESSURE
TREATED WOOD UNLESS OTHERWISE NOTED.
— — ------- - - - - ------
FOUNDATION SCHEDULE
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CONCRETE MASONRY WORK
1- ALL CONRETE MASONRY WALLS ARE DESIGNED AS LOAD - BEARING WALLS,
UNLESS OTHERWISE NOTED, AND SHALL BE IN PLACE BEFORE THE SLABS AND
BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE
TIE COLUMNS.
2- ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C 90,
STANDARD SPECIFICATIONS FOR HOLLOW BEARING CONCRETE MASONRY UNITS ".
3- MORTAR SHALL CONFORM TO ASTM 270, TYPE 'M', WITH A MIN.
AVERAGE STRENGTH OF 2500 PSI.
4- CONCRETE MASONRY STRENGTH, f'm, SHALL BE A MIN. OF 1500 PSI, AND f'c TO BE 1900 PSI.
5- VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIAMETER
LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP
6- FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530 -92 AND
ACI 530.1 -92. FILLING OF CELLS SHALL BE DONE IN FOUR FOOT LIFTS -WITH A
MAXIMUM POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT
FILL SOLID CELLS, SLUMP 8 " -10 ".
7- ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD #9
LADDER -TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE.
EXTEND REINFORCING A MIN. OF 4" INTO TIE COLUMNS, & 3" INTO MASONRY.
PROVIDE •
LONG BARS 0 FOOTING r• r ,
HOLE & EMBED INTO EXIST FTG
& FILL W/ HILTI HIT-150 HIGH
EPDXY
NEW FTG ---- ---- -► EXIST FTG
EXIST FTG DET 3/4"
REINFORCING
MARK SIZE REMARKS
LW SW CONT. TRANSV.
WF 16 16" X 12" — — 2 15 —
TE 8" X 8"
MARK
SIZE
sC ".
an
X 8"
SC 1 I
8"
X 12"
FC 1
8"
X 8"
FC 3
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COLUMN SCHEDULE
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BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN
TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. 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 RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
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REINFORCING
VERT
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2 #5
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4#5
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1 #6 EA CELL
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1 -4M. S '1
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BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN
TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. 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 RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
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