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FOUNDATION AND FLOOR FL
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GENFRAL
STRUCTUR,AL NOTES-,
1. THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND
EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY ARE NOT
INTENDED TO 13E SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP
DRAWINGS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE, 2001 EDITION. WIND PRESSURES HAVE BEEN DETERMINED IN
ACCORDANCE WITH A5CE 1 -98. FOR 146 MPH EXP C± 1 =10
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
STARTING ANY WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
BETWEEN THESE PLANS AND THE EXISTING CONDITIONS.
4. THE CONTRACTOR 16 RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND
JOB SITE SAFETY. CONTRACTOR SHALL EXERCISE ALL DUE CARE DURING
DEMOLITION, EXCAVATION AND CONSTRUCTION TO PROTECT WORKERS AND EXISTING
CONSTRUCTION. CONTRACTOR SHALL NOT LOAD NEW OR EXISTING STRUCTURES
BEYOND THEIR DESIGNED CAPACITY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
SHORING AND BRACING REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL
ATTEMPT TO LOCATE CONCEALED AND UNDERGROUND PIPES, CONDUITS ETC. PRIOR
TO COMMENCEMENT OF WORr,
5. THE CONTRACTOR 15 RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY
REQUIREMENTS OF CHAPTER 33 OF THE FLORIDA BUILDING CODE AND ALL
LOCAL, STATE AND FEDERAL LAWS.
6. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 3000 PSI.
ALL CONCRETE WORK SHALL CONFORM TO ACI 301 SPECIFICATIONS U.ON.
CONCRETE SLUMP SHALL BE 3' PLUS OR MINUS I' FOR FOOTINGS AND 6LAB5 ON
GRADE 4' PLUS OR MINUS I' FOR OTHER CONCRETE.
1. CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR TYPE 11. AGGREGATES SHALL
CONFORM TO ASTM A33. WATER REDUCING AND RETARDING AGENT SHALL CONFORM
TO A51M C494 TYPE A AND D. AIR ENTRAINMENT SHALL CONFORM TO ASTM 0260.
EXPANSION JOINT MATERIAL SHALL CONFORM TO A5TM D1151 OR D1152. CURING
AGENT SHALL CONFORM TO A5TM C309 TYPE I. SEALER SHALL BE CLEAR SILICONE
WATER REPELLENT, BREATHING TYPE. HARDENER SHALL BE A FLU05ILICATE
SOLUTION FOR APPLICATION AFTER CONCRETE HAS CURED.
S. ALL REINFORCING STEEL SHALL CONFORM TO A5TM A -615 GRADE 60 AND SHALL
BE NEW, FABRICATED AND DETAILED IN ACCORDANCE WITH ACI 315. WELDED WIRE
FABRIC SHALL CONFORM TO ASTM A -185 AND SHALL BE SUPPORTED ON PIECES OF
BRICK AT A MAXIMUM SPACING OF 3(o INCHES C/C EACH WAY. LAP FABRIC A
MINIMUM OF 6 INCHES AT THE SIDES.
9, SPLICES IN REBARS SHALL BE A MINIMUM OF 36 BAR DIAMETERS U.ON. ALL
HOOKS IN REBAR5 SHALL BE STANDARD ACI 3115 HOOKS.
10. CONCRETE COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS:
BOTTOM AND SIDES OF GRADE 5EAMS/FOOTING5._.3'
TIES IN COLUMNS AND STIRRUPS IN 5EAMS,.....I -1/2'
11. WET (NOT FLOOD) THE FORMS, RE5ARS AND BOTTOM OF ALL FOOTING EXCAVATIONS
IMMEDIATELY BEFORE PLACING FOOTING CONCRETE. PUDDLES OF WATER ARE NOT
ACCEPTABLE. FOOTING 51DE5 MUST BE FORMED IF EXCAVATION 15 NOT STABLE.
CONTRACTOR 15 RESPONSIBLE FOR STABILITY OF EXCAVATION.
12, ALL MASONRY WALLS SHOWN ON THE STRUCTURAL DRAWINGS ARE LOAD BEARING
WALLS AND SHALL BE IN PLACE PRIOR TO FORMING AND PLACING CONCRETE IN
BEAMS AND COLUMNS. PROVIDE NO. 13 TRUSS TYPE JOINT REINFORCEMENT AT
16' C/C IN ALL WALLS. EXTEND 4' INTO TIE COLUMNS.
13. CONCRETE UNIT MASONRY WORK SHALL CONFORM WITH ALL LOCAL CODES AND WITH
BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 531.
MASONRY UNITS SHALL CONFORM TO A5TM C90, MORTAR SHALL CONFORM TO ASTM
C210, TYPE M. (2500 P51)GROUT SHALL BE A PLASTIC MIX HAVING SLUMP OF 9'
14. STRUCTURAL WOOD BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL
AND HAVE A MAXIMUM MOISTURE CONTENT OF 19 PERCENT AND SHALL BE SOUTHERN
PINE NO. 2 GRADE OR BETTER WITH THE FOLLOWING MINIMUM PROPERTIES:
ALLOWABLE FLEXURAL 5TRE55 ..1200 F51
ALLOWABLE SHEAR STRESS 90 P51
MODULUS OF ELA5TICITY .. -- 0.000..- 0000 - 1160000 F51
15. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR
OTHER CEMENTITIOUS MATERIAL SHALL BE TREATED TO COMPLY WITH AWPA
STANDARD LP -2.
16. PLYWOOD DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF
'AMERICAN PLYWOOD ASSOCIATION DE51GN / CON5TRUCTION GUIDE - DIAPHRAGMS' AND
THE SOUTH FLORIDA BUILDING CODE. PLYWOOD DECK SHALL BE CONTINUOUS OVER
TWO OR MORE SPANS AND PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS.
CONNECT DECK TO SUPPORTING STRUCTURE AND TO WOOD BLOCKING WHERE
APPLICABLE AS SHOWN IN PLAN
11. STRUCTURAL STEEL SHALL COJORM WITH ASTM A -36 FOR PLATES AND SHAPES AND
TO ASTM A -500 FOR RECTANGULAR TUBING.ANCHOR BOLTS SHALL CONFORM TO A5TM A -301.
NOTED. ALL WELDING SHALL BE IN I ACCORDANCE WITH AWS STANDARD5 AND SHALL
BE PERFORMED BY CERTIFIED WELDERS.
I
15. STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A CORROSION INHIBITING
PRIMER AND PAINTED WITH A COMPATIBLE PAINT AS REQUIRED BY THE ARCHITECT
AND /OR OLLNER. SURFACE PREPARATION, PRIMING AND PAINTING SHALL CONFORM
TO THE REQUIREMENTS OF THE 55PC.
19. STRUCTURAL STEEL TUBULAR COLUMNS SHALL BE CONCRETE FILLED.
20. EXPANSION BOLTS INDICATED IN THESE DRAWINGS SHALL BE HILTI KWIK BOLT II
SYSTEM OR EQUAL CONFORMING TO MATERIAL SPECIFICATIONS FOR STUD, WEDGE,
NUT AND WASHER INDICATED BY hILTI SYSTEM. BOLTS SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH MANUFACTURER SPECIFICATION TO OBTAIN ALLOWABLE
SHEAR AND TENSION CAPACITY INDICATED IN HILTI CATALOG.
21. WHERE STEEL REINFORCING BARS ARE INDICATED TO BE SET IN EPDXY, SYSTEM
SHALL BE HILTI HSE 2411 EPDXY SYSTEM CONFORMING TO A5TM C 881 OR EQUAL
INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS,
ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF. AT TIME OF EXCAVATION THE
CONTRACTOR SHALL NOTIFY THE !ARCHITECT OR ENGINEER TO V161T THE SITE TO
OBSERVE THE SOIL CONDITION AND THE ARCHITECT/ENGINEER SHALL SUBMIT A
LETTER TO THE BUILDING OFFICIAL ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THAT THE SITE CONDITIONS CONFORM TO DESIGN BEARING
PRESSURES IF APPLICABLE.
23, FOR CONSTRUCTION OF THE NEW GROUND FLOOR SLAB, CLEAR, REMOVE AND
DISPOSE OF ALL VEGETATION, ORGANIC SOILS AND DEBRIS. FILL AND BACKFILL
IN LAYERS NOT GREATER THAN 12 INCHES L005E THICKNE55 WITH
STRUCTURAL FILL MATERIAL AND COMPACT TO 95%. MAXIMUM DENSITY.
24. FIELD DENSITY (COMPACTION) TE5T5 SHALL BE MADE FOR EACH 2000 SQUARE
FEET OF EACH LIFT OF FILL. TESTS SHALL BE MADE BY AN INDEPENDENT
TESTING LABORATORY AND SHALL BEAR THE SEAL OF A FLORIDA REGISTERED
ENGINEER, FIELD DEN51TIES SHALL BE COMPARED AGAINST THE MAXIMUM DRY
SOIL DENSITY AS DETERMINED IN!THE LABORATORY PY A5TM D1551.
25. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN
ACCORDANCE WITH THE DE5I6N'SPEGIFICATION5 FOR METAL PLATE CONNECTED
WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE AND ALL OTHER REQUIREMENTS OF
THE SOUTH FLORIDA BUILDING CODE. TRUSSES SHALL BE DESIGNED FOR THE
DEAD AND LIVE LOADS INDICATED IN THESE DRAWINGS AND FOR WIND UPLIFT
INDICATED IN ROOF PLAN. MANUFACTURER SHALL SUBMIT SIGNED AND SEALED
SHOP DRAWINGS BY A FLORIDA REGISTERED ENGINEER INDICATING LAYOUT,
SPACING, METHOD OF ATTACHMENT, SPECIAL BRACING REQUIRED DURING
CONSTRUCTION AND ANY OTHER PERTINENT INFORMATION_ TRU55E5 SHALL BE
INSTALLED WITH OUT OF PLUMB AND OUT OF PLANE TOLERANCES, AS PER THE
TRUSS PLANE INSTITUTE. ANY TRU55 EXCEEDING THE SPECIFIED TOLERANCE
SHALL BE REALIGNED OR REPLACED.
26, SUBMIT SHOP DRAWINGS FOR THE FOLLOWING ITEMS: (MIN 3 READABLE SET PRINTS)
STEEL JOISTS INCLUDING CALCULATIONS SIGNED 4 SEALED BY A FLORIDA
REGISTERED ENGINEER I
WOOD TRUSSES INCLUDING CALCULATIONS SIGNED 4 SEALED BY A FLORIDA
REGISTERED ENGINEER. I
21, SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW AFTER THEY HAVE
BEEN REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS,
AND OTHER TRADE REQUIREMENTS AND STAMPED WITH THE CONTRACTOR'S APPROVAL
STAMP. THE ENGINEER A55UME5 NO RE5PON515ILITY FOR DIMENSIONS,
QUANTITIES, ENGINEERING DESIGN BY DELEGATED ENGINEER5, ERRORS OR
OMISSIONS AS A RESULT OF SHOP DRAWING REVIEW. THE ENGINEERS REVIEW OF
SHOP DRAWINGS 15 FOR GENERA>l COMPLIANCE WITH THE DESIGN INTENT,
REQUIRED LOADING AND COORDINATION WITH THE STRUCTURAL DESIGN.
EORGE E. PEON
ARCHITECT, A.T.A.
AR# 0007999
ARCHITECTURE
PLANNING
INTERIORS
4143 SW 74 CT. SUITE D
MIAMI, FL. 33155
PH. (305) 269 -9335
FAX. (305) 269 -9457
REVISIONS
D.G.P.
I3Y
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DRAWN:
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CHECKED: G.E.F.
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