08-963-001K
GENERAL:
1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT,
DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY
ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO
SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF.
2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION
IS SHOWN
3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE
SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND
COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND
SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN
THE ABOVE TO THE ARCHITECT /ENGINEER BEFORE COMMENCING WORK. THE
CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM
ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES,
ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK.
4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES
OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN
WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK
WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO
GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE
RESULTS OF ANY SUCH ERRORS, OR OMISSIONS AND THE COST OF RECTIFYING
THE SAME.
5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND
SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL,
ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS, TO LOCATE
DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, BOLT
SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT /ENGINEER, IN
WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK.
STRUCTURAL OBSERVATIONS:
1. DADE COUNTY REQUIRES THAT THE ENGINEER -OF- RECORD SUBMIT A
STATEMENT, AT THE COMPLETION OF THE CONSTRUCTION WORK, REGARDING
THE COMPLIANCE OF THE WORK WITH THE APPROVED PERMIT PLANS.
2. IN ORDER TO COMPLY WITH THE ABOVE, A/E MUST BE RETAINED AS THE
STRUCTURAL INSPECTOR, AND NOTIFIED AT LEAST 24 HOURS
PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL CONCEAL
STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS
ADEQUATELY OBSERVED BY THE A /E, THE A/E WILL NOT ISSUE THE REQUIRED
"STATEMENT OF INSPECTION ".
3. IT IS UNDERSTOOD THAT A/E WILL NOT BE HELD RESPONSIBLE
AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY
OBSERVED BY THE A/E OR FOR ANY WORK, APPROVED BY OTHER INSPECTING
ENGINEER (OTHER THAT THE A /E- OF- RECORD) WHICH MODIFIES OR CHANGES
THE STRUCTURAL PERMIT RECORD DOCUMENTS.
STRUCTURAL DESIGN CRITERIA:
1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE - (2004 EDITION)
2. WIND LOAD CRITERIA:
BASED ON ANSI /ASCE 7 -02. BASIC WIND VELOCITY 146 MPH,
OCCUPANCY CATEGORY II (AT HURRICANE OCEANLINE), EXPOSURE "C"
3. ROOF DESIGN LOADS:
DEAD LOADS: . . . . . . 15 PSF
LIVE LOADS: . . . . . 30 PSF
FOUNDATIONS:
1. FOUNDATIONS 'ARE DESIGNED TO BEAR ON WELL COMPACTED GRADE OR
CLEAN FILL OF AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF MINIMUM.
AT THE TIME OF CONSTRUCTION, A LICENSED (ARCHITECT) (REGISTERED
PROFESSIONAL ENGINEER) SHALL SUBMIT TO THE BUILDING OFFICIAL A
SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE
UPON WHICH THE DESIGN IS BASED.
2. NATURAL GRADE (OR FILL) BELOW FOOTINGS SHALL BE COMPACTED TO 95%
MODIFIED PROCTOR (ASTM D- 1557).
3. TOP OF WALL FOOTINGS TO BE AT THE SAME ELEVATION AS TOP OF COLUMN
PAD FOOTINGS. STEP WALL FOOTING FROM HIGHER COLUMN FOOTING TO THE
LOWER ONE (AS DETAILED ON THE PLANS).
4. TOP OF ALL FOOTINGS TO BE A MINIMUM 1' -0" BELOW THE TOP OF CONCRETE
SLAB ON GRADE (UNLESS OTHERWISE NOTED) OR MINIMUM 1' -0" BELOW
FINISHED GRADE, WHICHEVER IS LOWER. IN THE EVENT THAT THE SLAB STEPS
ON EACH SIDE OF THE FOOTING, THE FOOTING SHALL BE 1' -O" BELOW TOP OF THE
LOWER SLAB.
5. REINFORCING IN THE CONTINUOUS WALL FOOTINGS (MONOLITHIC AND
NON - MONOLITHIC) SHALL BE SPLICED 36 BAR DIAMETERS MINIMUM AND SHALL
EXTEND CONTINUOUSLY THRU ALL FOOTING PADS.
6. ALL LONGITUDINAL REBARS IN THE CONTINUOUS WALL FOOTINGS, SHALL BE
CONTINUED AT BENTS AND CORNERS BY BENDING THE REBARS 48 BAR
DIAMETERS AROUND THE CORNERS OR ADDING MATCHING CORNER BARS,
EXTENDING 48 BAR - DIAMETERS INTO FOOTING EACH SIDE OF CORNER OR BENT.
7. ALL FOOTINGS SHALL BE 12" MINIMUM THICKNESS.
MASONRY WALLS:
1. ALL REINFORCED MASONRY WALLS SHALL BE PROVIDED WITH #9 DUR -O -WALL
LADDER TYPE HORIZONTAL REINFORCEMENT AT 1' -4" VERTICALLY LAPPED 7-1/2"
AND EXTENDED 4" INTO CONCRETE COLUMNS. PROVIDE SPECIAL HORIZONTAL
REINFORCING AT "T" AND "L" INTERSECTION. PROVIDE "DOVE - TAIL" ANCHORS AT
16" O.C. VERTICALLY FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN
PLACE COLUMNS.
2. CONCRETE MASONRY UNITS: ASTM C90, GRADE N -1, MODULAR, MINIMUM NET
COMPRESSIVE STRENGTH AT 28 DAYS f'c = 1900 PSI.
3. MORTAR: ASTM C270, TYPE S. MORTAR ALL FACE SHELLS, AND CROSS SHELLS AROUND
ALL GROUT FILLED CELLS WITH A MINIMUM STRENGTH 2000 PSI (USE PORTLAND TYPE
CEMENT).
4. DENOTES BEARING CONC. BLOCK WALL. INSTALL BLOCK BEFORE CASTING
ADJACENT COLUMNS AND BEAMS.
5. GROUT: ASTM C476. COARSE GROUT. SLUMP '8" MINIMUM ; 11" MAXIMUM COMPRESSIVE
STRENGTH AT 28 DAYS = 3000 PSI. SUBMIT DESIGN MIX FOR REVIEW.
6. DESIGN F'M = 1500 PSI.
7. ANY MASONRY OPENINGS BETWEEN 3 AND 8 FT. IN WIDTH SHALL HAVE VERTICAL
BARS IN CONCRETE FILLED CELLS ON EACH SIDE OF OPENING AS INDICATED IN THE
FOUNDATION PLAN (AND ANY OTHER FLOOR IF APPLICABLE). THESE REBARS SHALL
BE HOOKED AT THE FOUNDATION AND AT THE TIE BEAM AND LAPPED 48 BAR DIAMETER
MINIMUM.
8. PLACE ALL MASONRY UNITS IN RUNNING BOND.
9. PROVIDE KNOCK --OUTS AT BASE OF ALL CELLS CONTAINING REINFORCING.
10. MAXIMUM POUR LIFT = 4' -0"
11. INTERSECTING WALLS:
BONDED AT LOCATIONS WHERE THEY MEET OR INTERSECT BY THE FOLLOWING METHOD:
FIFTY PERCENT OF THE UNITS AT THE INTERSECTION SHALL BE LAID IN AN OVERLAPPING
MASONRY BONDING PATTERN, WITH ALTERNATE UNITS HAVING A BEARING OF NOT LESS
THAN 3 INCHES ON THE UNIT BELLOW.
12. VERTICAL REINFORCEMENT SHALL BE SPLICED 48 BAR DIAMETER MINIMUN.
13. PROVIDE VERTICAL REINFORCEMENT AS INDICATED ON FOUNDATION PLAN AT EACH SIDE
OF WALL OPENING AND @ INTERSECTING WALLS.
14. SPECIAL INSPECTION IS REQUIRED.
STRUCTURAL LUMBER WOOD:
1. TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER
WHOSE RULES THE LUMBER IS PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS).
2. TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL.
3. TO BE NO. 2 SOUTHERN PINE.
4. ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S -4 -S) WITH A
MINIMUM FIBER STRESS IN BENDING OF 1,200 P.S.I. AND A MAXIMUM MOISTURE
CONTENT OF 19 PERCENT.
5. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO,
MASONRY OR OTHER CEMENTATIOUS MATERIALS SHALL BE TREATED TO
COMPLY WITH AWPA STANDARD LP -2.
6. STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR
CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER.
SOUTHERN PINE, UTILITY GRADE DOUGLAS FIR OR WEST COAST HEMLOCK.
CONCRETE SLABS ON GRADE:
1. ALL INTERIOR AND EXTERIOR SLABS AND WALKWAYS AS SHOWN ON THE
STRUCTURAL OR ARCHITECTURAL PLANS, SHALL BE FOUR INCHES THICK
MINIMUM REINFORCED WITH 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC (UNLESS
OTHERWISE NOTED).
2. WIRE MESH SHALL HAVE A MINIMUM OVERLAP OF 12" UNLESS OTHERWISE NOTED
IN PLANS.
3. ALL SLABS ON GRADE TO BE CONSTRUCTED IN ACCORDANCE WITH LATEST
A.C.I - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (A.C.I. - 302.1R).
4. JOINTS SHALL BE PROVIDED IN ALL INTERIOR SLABS ON GRADE, DIVIDING THE
SLAB INTO SQUARE PANELS. SEE PLAN FOR SAW -CUT, CONTRACTION AND
ISOLATION JOINT INFORMATION.
5. PROVIDE SAW -CUT JOINTS AT ALL SIDEWALKS AT A MAXIMUM SPACING OF
FIVE FEET ON CENTERS AND ISOLATION JOINTS AT 20 FEET O.C. (U.O.N.).
6. FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" AND
COMPACTED TO 95% MODIFIED PROCTOR (ASTM D -1557) WITHIN A DISTANCE OF 3
FEET BEYOND ALL FOOTING EDGES. TAKE AT LEAST ONE DENSITY TEST FOR
EACH 1,600 SQ.FT. OF AREA AND 12" BELOW SURFACE. SEND RESULTS OF THE
TEST TO OWNER, ARCHITECT AND ENGINEER.
CONCRETE AND REINFORCING:
1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318 -02 / 318R -02)
AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (A.C.I. 315R -94).
2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING „ (A.C.I. 301 - LATEST EDITION).
PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN
ACCORDANCE WITH "HOT WEATHER CONCRETING" (A.C.I. 305R - LATEST
EDITION).
3. ALL CONCRETE TO BE REGULAR WEIGHT WITH AN COMPRESSIVE STRENGTH
OF 3,000 P.S.I. AT 28 DAYS. MAXIMUM SLUMP 3" MIN. TO 5" MAX.
4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING AS PER
ASTM A -615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF
STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. :315 AND C.R.S.I.
MANUAL OF STANDARD PRACTICE.
5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS:
FOOTINGS: (BOTTOM) • ' . . ' 3„
(TOP do SIDES) ' ' • . • . 2„
SLABS ON GRADE: . . . . . . MID DEPTH OF SLAB
COLUMNS AND BEAMS: . . . . 1- --1/2"
6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS
VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES,
U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION, PROVIDE STANDARD
HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS
COLUMNS (U.O.N.).
7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO
CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT
PERMITTED.
8. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES
(SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP
BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS
EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED
(U.0.N.).
9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36
INCHES MINIMUM EACH WAY AT "L" AND "T" CORNERS IN OUTER FACES OF ALL
BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE
REBARS).
10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS.
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CITY OF SOUTH MIAN'II
BUILDING DEPT.
STRUCTUMt, -- tIGTION
APPRQVCQ BY:
DATE:
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