14-145-009i
CODE:
FLORIDA DING CODE CHAPTER 16, 2010 LATEST EDITION.
2. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE
r 530-05, r r r
FOUNDATIONS:
1. FOUNDATIONS ARE BAS► ON r OF rtr
P.S.F. LETTER WILL BE SUBMITTED BY ARCHITECT/ENGINEER, AFTER
GROUND HAS BEEN BROKEN,
OBSERVED AND THE FOUNDATION • r • • THOSE
UPON WHICH THE DESIGN
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' -0 ".
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.
LUMBER STRUCTURAL LUMBER
1- STRUCTURAL t
OF rr ••r DOUGLAS FIR,HEM - • SOUTHERN
YELLOW
2- ALL • -; SHALL BE IN ACCORDANCE FLORIDA. BLDG.
CODE 2007 REVISION.
r•r TRUSS MANUF. SHALL SUBMIT SHOP DRAWINGS OF
TRUSSES TO ARCHITECT FOR APPROVAL SEALED BY FLORIDA
REGISTERED PROFESSIONAL
s•r TRUSS MANUF. SHALL COORDINATE
CONTRACTOR AND MECHANICAL CONTRACTOR TO PROVIDE
REQUIRED • r DUCT. OPENINGS IN •••
MODIFIED LOADING DESIGN CRITERIA.
FIELD ALTERATIONS OR REPAIR OF DAMAGED MANUF. WOOD
TRUSSES SHALL BE ACCOMPLISHED ONLY -O
- - MOISTURE CONTENT OR LESS
7- MEMBERS SHALL BE FREE OF CRACKS AND KNOTS.
PRESSURE-TREATED WOOD SHALL BE USE ONLY WHERE SPECIFICALLY
NOTED IN THE DRAWINGS. • FRAMING MEMBER SHALL BE OF
TREATED WOOD UNLESS s •. ,� •
COLUMN SCHEDULE
I
CONCRETE • •-
1- ALL CONRETE MASONRY DESIGNED AS LOAD-BEARING
UNLESS OTHERWISE NOTED, AND SHALL BE ••
BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE
COLUMNS. TIE
MORTAR 2- ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C 90,
STANDARD SPECIFICATIONS FOR HOLLOW BEARING CONCRETE MASONRY UNITS".
• sR TO ASTM 270,
AVERAGE STRENGTH OF ►r
CONCRETE • OF ►r PSI, AND Vc TO BE 1900
REINFORCING 5- VERTICAL r WITH 48 BAR DIAMETER
LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP
FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT PER ACI 530-92 AND
ACI 530.1-92. FILLING OF DONE IN FOUR ••
MAXIMUM POUR OF • TO ACHIEVE GROUT
FILL SOLID •
7- ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD #9
tt t STEEL REINFORCING • ► COURSE.
EXTEND REINFORCING OF INTO TIE COLUMNS, INTO MASONRY.
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BY VISUAL INSPECTION, I HAVE MADE A SITE VISIT TO THE RIGHT CAPTION ADDRESS AND HAVE
FOUND THE SOIL TO BE UNDISTURBED ROCK AND SAND CAPABLE OF WITH STANDING A DESIGN
LOAD OF 2000 PSF. SHOULD ANY OTHER CONDITIONS BE ENCOUNTERED, THE CONTRACTOR SHALL
STOP WORK AND NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. UPON
EXCAVATION OF THE FOUNDATION A LETTER WILL BE PROVIDED TO THE BUILDING OFFICIAL
ATTESTING TO THE CONDITIONS.
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.
PROVIDE
LONG BARS 0 FOOTING r• DIA
HOLE & EMBED INTO EXIST FTG
r HIGH
EPDXY STRENGTH
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24' -t1"
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REMARKS
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CONCRETE • •-
1- ALL CONRETE MASONRY DESIGNED AS LOAD-BEARING
UNLESS OTHERWISE NOTED, AND SHALL BE ••
BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE
COLUMNS. TIE
MORTAR 2- ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C 90,
STANDARD SPECIFICATIONS FOR HOLLOW BEARING CONCRETE MASONRY UNITS".
• sR TO ASTM 270,
AVERAGE STRENGTH OF ►r
CONCRETE • OF ►r PSI, AND Vc TO BE 1900
REINFORCING 5- VERTICAL r WITH 48 BAR DIAMETER
LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP
FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT PER ACI 530-92 AND
ACI 530.1-92. FILLING OF DONE IN FOUR ••
MAXIMUM POUR OF • TO ACHIEVE GROUT
FILL SOLID •
7- ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD #9
tt t STEEL REINFORCING • ► COURSE.
EXTEND REINFORCING OF INTO TIE COLUMNS, INTO MASONRY.
ljljj� � _ 0. S�i.1• 1` Ir 1 W mks
BY VISUAL INSPECTION, I HAVE MADE A SITE VISIT TO THE RIGHT CAPTION ADDRESS AND HAVE
FOUND THE SOIL TO BE UNDISTURBED ROCK AND SAND CAPABLE OF WITH STANDING A DESIGN
LOAD OF 2000 PSF. SHOULD ANY OTHER CONDITIONS BE ENCOUNTERED, THE CONTRACTOR SHALL
STOP WORK AND NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. UPON
EXCAVATION OF THE FOUNDATION A LETTER WILL BE PROVIDED TO THE BUILDING OFFICIAL
ATTESTING TO THE CONDITIONS.
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.
PROVIDE
LONG BARS 0 FOOTING r• DIA
HOLE & EMBED INTO EXIST FTG
r HIGH
EPDXY STRENGTH
llAyJiw- EXIST Fr _
E XIST F T G DET 3/4 19
0
i
N
NEW 4" THK CONCRETE SLAB
24' -t1"
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WF 16 °
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;I )F SOUTH 4
LeA CTION DRAWN R.G.C.
CHECKED S.D.
3y. DATE 1/31/14
4� m ri) SCALE AS NOTED
?w JOB NO. NIA
SHEET S -1