14-1272-0011. WORK PERFORMED SHALL COMPLI 41TH THE FLORIDA BUILDING CODE
2010, ALL APPLICABLE STATE AND LOCAL CODES, ORDINANCES AND
REGULATIONS.
2. THE GENERAL NOTES AND SPECIFICATIONS SHALL TAKE PRECEDENCE
OVER THE GENERAL CONDITIONS IN CASE OF CONFLICT.
3. ON SITE VERIFICATION OF ALL DIMENSIOt`lS AND CONDITIONS SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR. [IOTED DIMENSIONS SHALL TAKE
PRECEDENT OVER SCALED DIMENSIONS.
4. THE GENERAL NOTES AND DETAILS APPLY THROUGHOUT THE JOB UNLESS
OTHERWISE NOTED OR SHOWN. ALL WORK THAT IS EITHER IMPLIED OR
REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE
FOR FAMILIARIZING HIMSELF WITH EXISTING CONDITIONS.
5. TURNKEY FINISHED SPACE TO THE OWNER. ANY AND ALL DISCREPANCIES
AND /OR OMISSIONS SHALL BE REPORTED TO THE OWNER'S ARCHITECT PRIOR
TO COMMENCEMENT. ANY WORK THAT PROCEEDS OTHERWISE SHALL BE
REPLACED OR REPAIRED BY THE CONTRACTOR.
6. ALL PERMITS, INSPECTIONS, AND APPROVALS, SHALL BE APPLIE') FOR
AND PAID BY THE CONTRACTOR FOR ALL DISCIPLINES OF THE WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION OF INSPECTIONS.
7. ALL COMPLETED WORK SHALL BE PROTECTED AT ALL TIMES AS THE
CONTRACTOR IS RESPONSIBLE FOR THE FULL REPLACEMENT COST OF ALL
DAMAGED WORK CAUSED BY HIS OPERATIONS. CONTRACTOR SHALL FOLLOW
ALL ACCEPTED METHODS OF SAFETY PRACTICE AS MAY BE NEEDED TO
PROTECT LIFE AND PROPERTY.
8. BEFORE COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL FILE
WITH THE OWNER'S CURRENT INSURANCE CERTIFICATION FOR WORKMANS
COMPENSATION, COMPREHENSIVE GENERAL LIABILITY BODILY INJURY AND
PROPERTY DAMAGE. THE CONTRACTOR SHALL INDEMNIFY THE LANDLORD,
OWNER, AND ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS AND
JUDGMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, ARISING OUT
OF WORK OF THE CONTRACTOR.
9. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN
ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER'S LABELS.
ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER,
MATCHING AND ALIGNING ALL SURFACED WHERE APPLICABLE TO AFFORD A
FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES
FREE OF ALL DIRT OR REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION
TECHNIQUES OF THE TRADES. ALL ADJACENT SURFACES SHALL BE LEFT AS
THEY APPEAR PRIOR TO COMMENCEMENT OR REFINISHED AS REQUIRED TO
LIKE -NEW CONDITION.
10. THE CONTRACTOR SHALL
GUARANTEE IN
WRITING, IN
FORM ACCEPTABLE
TO THE OWNER, ALL LABOR
AND MATERIALS
INSTALLED
BY HIM FOR A
PERIOD OF NOT LESS THAN
ONE YEAR AFTER DATE OF
FINAL ACCEPTANCE.
SHOULD DEFECTS OCCUR, ALL WORK SHALL
BE REPLACED
OR PROPERLY
REPAIRED AT NO ADDITIONAL
COSTS TO THE
OWNER.
SUBSTANTIAL
COMPLETION SHALL BE ATTAINED
WHEN ALL
PHASES OF
THE WORK ARE
COMPLETED AND THE SPACE
CAN BE USED
FOR WHAT
IS INTENDED
(EXCLUDING PUNCH LIST ITEMS).
11. ALL WORK AND /OR MATERIALS SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S OR INDUSTRY'S RECOMMENDATIONS OR
STANDARDS.
12. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF
ALL THE WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND
PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE
SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER.
13. SURVEYOR TO LAY OUT ADDITION TO CONFIRM CONFORMANCE WITH
SETBACKS BEFORE CONSTRUCTION STARTS.
14. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE
THAT DIMENSIONS ARE COORDINATED WITH ARCHITECTURAL
DRAWINGS PRIOR TO FABRICATION OR START OF
CONSTRUCTION.
15. THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION
IN THE DEMOLITION OF EXISTING STRUCTURES. SUCH
DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER AS
TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING
STRUCTURES TO REMAIN. REMOVE ALL LOOSE MATERIAL
FROM PARTIALLY DEMOLISHED WORK LEAVING ONLY SOUND
AND SECURE CONSTRUCTION. PROVIDE TEMPORARY
SHORING WHERE REQUIRED.
16. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE
TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL
UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPORTED TO
THE ARCHITECT.
17. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN
PLACED ON FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE
DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE
SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT
ACHIEVED DESIGN STRENGTH.
18. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR
OTHERWISE REDUCED IN SIZE OR STRENGTH.
19. DEFICIENT WORK SHALL BE REPLACED OR REPAIRED.
I
DESIGN CRITERIA
01 ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM
STANDARDS OF THE FLORIDA BUILDING CODE AND THE
FLORIDA BUILDING- RESIDENTIAL CODE - CHAPTER 44 HVHZ
(2010 EDITION).
02 DESIGN LOADS PER FLORIDA BLDG. CODE (2010 EDITION),
WIND DESIGN PER ASCE 1 -10
V =115 MPH (ULTIMATE)
RISK CATEGORY= I I
a =4' -6' EXPOSURE C
qh =56b PSF (ULTIMATE) ENCLOSED BUILDING
KcI • 0.85
RAISED SLAB SECONDARY POUR
CSI MINIMUM PLACEMENT OF CONTROL JOINTS FOR NON - STRUCTURAL
SLABS SHALL BE AS SET IN THE TABLE BELOW.
SLAI3
LESS THAN 3/4'
LAF CGER THAN 3/4'
SLUMP
THK
AGGREGATE
AGGREGATE
LESS THAN 4'
(INJ
SPACING (FT.)
SPACINCs FT
SPACING (FT.)
10
20
25
30
CONCRETE AND REINFORCING
Cl CONCRETE AND REINFORCEMENT WORK SHALL BE IN
ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE (ACI 318 -08) AND SPECIFICATIONS
FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301),
PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING
TO BE IN ACCORDANCE WITH HOT WEATHER CONCRETING
(ACI 305).
C2 THE FOLLOWING CONCRETE BELOW SHALL BE NORMAL WEIGHT
(145 PCF) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH
(f'c) 4 PROPERTIES AS FOLLOWS:
MAX.
(f'c) SLUMP WATER/CMT
CONC. BEAMS 4 3000 PSI 671' 0.60
CONC. COLUMNS
FILLED CELLS 3000 PSI 971' 0.60
C3 THE FOLLOWING CONCRETE BELOW SHALL BE LIGHT WEIGHT
(110 PCF) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c)
4 PROPERTIES AS FOLLOWS:
MAX.
(f'c) SLUMP WATER/CMT
RAISED SLAB 4000 PSI 671' 050
SECONDARY POUR
C4 CONCRETE MIX DESIGN SUBMITTALS MUST INCLUDE THE AREA
IN WHICH THE CONCRETE IS TO BE PLACED (egg. FOUNDATIONS,
SLAB -ON- GRADE, FILLED CELLS, COLUMNS, etc.). FAILURE TO
DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS.
C5 PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND
WALLS SHALL BE IN EQUAL LIFTS NOT EXCEEDING 1' -6' IN
HEIGHT. ALL DOWELS FOR COLUMNS AND WALLS SHALL BE
SECURED IN POSITION PRIOR TO CONCRETING.
C6 MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE
IN ACCORDANCE WITH ACI 318 -08 AND SHALL BE AS FOLLOWS:
FOOTINGS 3'
SLABS ON GRADE 1 1/2' FROM TOP
BEAMS 1 1/2' (ON TIES)
COLUMNS 1 1/2' (ON TIES)
C1 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS
FOLLOWS UNLESS OTHERWISE NOTED.
WELDED WIRE FABRIC 6' OR ONE FULL MESH,
WHICHEVER IS GREATER.
ALL OTHER 63 BAR DIA. (12' MIN)
C8 REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE
CONTINUOUS AND LAPPED 63 BAR DIAMETER MINIMUM. HOOK
AND LAP ALL CORNER AND INTERSECTING BARS. (SEE
TYPICAL DETAILS)
09 CONTINUOUS TOP BARS SHALL BE SPLICED AT MIDSPAN.
CONTINUOUS BOTTOM BARS SHALL BE SPLICED AT CENTER-
LINE OF SUPPORTS (OR AS SHOWN ON TYPICAL DETAILS).
CIO PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS
IN CONCRETE BEFORE PLACING. DO NOT CUT ANY
REINFORCING WHICH MAY CONFLICT. NOTIFY THE STRUCTURAL
ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE
DRAWINGS.
CI1 SLAB OPENING SHALL BE MADE BY BLOCKING OUT PRIOR TO
PLACING CONCRETE OR BY CORE DRILLING. NO CHIPPING OF
ANY TYPE WILL BE PERMITTED. THE LOCATION OF ALL
OPENINGS SHALL BE COORDINATED WITH THE PLUMBING,
ELECTRICAL & MECHANICAL PLANS.
C12 THE GENERAL CONTRACTOR SHALL EVACUATE ALL WATER
FROM WITHIN FORMWORK BEFORE PLACEMENT OF ANY
CONCRETE. AFTER DE- WATERING AND BEFORE PLACING
CONCRETE, RINSE THE REINFORCING STEEL CLEAN AND FREE
OF ALL DELETERIOUS MATERIAL.
REINFORCING STEEL:
RS1 REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING
TO THE LATEST ASTM A615 GRADE 60 SPECIFICATIONS,
FABRICATED IN ACCORDANCE WITH THE MANUAL OF STANDARD
PRACTICE OF THE CRSI 4 PLACED IN ACCORDANCE WITH ACI
315 4 ACI MANUAL OF STANDARD PRACTICE.
R92 WELDED WIRE FABRIC (W.WFJ SHALL CONFORM TO ASTM
A -185. MINIMUM LAP OF W.WF. SHALL BE 6 IN. OR ONE FULL
MESH, WHICHEVER IS GREATER.
R63 ALL REINFORCING BARS MARKED 'CONTINUOUS SHALL BE LAPPED
63 BAR DIA. MIN. AT SPLICES AND CORNERS UNLESS OTHERWISE
NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN
SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS AT
NON - CONTINUOUS ENDS WITH STANDARD HOOKS, U.N.O.
R94 ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS,
WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME SIZE
AND SPACING AS THE BARS ABOVE. USE A 63 BAR DIAMETER
MIN. LAP EXCEPT WHERE SPECIFICALLY INDICATED. PROVIDE
STANDARD HOOKS FOR ALL VERTICAL REINFORCEMENT AT
NON - CONTINUOUS WALLS AND COLUMNS.
R95 ALL REINFORCEMENT SHALL BE BENT COLD. ALL TIES SHALL
HAVE A 135 DEGREE HOOKS.
R56 ALL REINFORCING STEEL SHALL BE TIED DOWN AND
INDEPENDENTLY SUPPORTED ON CHAIRS AND SUPPORT BARS.
REINFORCEMENT SHALL BE FREE OF MUD OIL OR OTHER
NON - METALLIC COATINGS THAT ADVERSELY AFFECT BONDING
CAPACITY.
RS1 ALL DOWELS SHALL BE SECURED IN POSITION PRIOR TO
CONCRETING. DRILLING OR PUSHING THE DOWELS INTO
POSITION IN WET CONCRETE IS NOT PERMITTED.
2 I GENERAL NOTES 12 1 STRUCTURAL N
MASONRY
M1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD
BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY
STRUCTURES (ACI 530 -08 /ASCE 5- 08/TMS 402 -08),
SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1 -08
/ASCE (o - 08/TMS 602-08) ASTM 0476, ASTM C1019, AND
NCMA TEK 101.
M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C -90.
(f'm - 1500 PSU (1900 PSI ON THE NET AREA)
M3 MORTAR SHALL COMPLY WITH ASTM C210, TYPE M OR S
(28 DAYS COMPRESSIVE STRENGTH - 2500 PSI AND 1800
P81), RESPECTIVELY. SITE TESTED MORTAR CUBES SHALL
ACHIEVE A MINIMUM OF 8096 OF THE DESIGN COMPRESSIVE
STRENGTH).
M4 BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING.
M5 ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN
MORTAR AROUND CELLS TO BE GROUTED.
M6 THE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL
TO RECEIVE GROUT MUST BE NOT LESS THAN 2'x3'. MORTAR
FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS.
MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE
TO BE GROUTED.
M7 REINFORCE WALLS WITH DUR -O -WAL 9 GAGE ASTM -82 HOT
DIPPED GALVANIZE LADDER -TYPE REINFORCEMENT IN BED
JOINTS AT 16' O.G. UN.O, MEASURED VERTICALLY - PLACE
PER MANUFACTURER'S INSTRUCTIONS. LAP ALL HORIZONTAL
JOINT REINFORCING 8' MIN. EXTEND HORIZONTAL
REINFORCEMENT 4' INTO CONCRETE COLUMNS OR TIE COLUMNS.
M8 WHERE SHOWN, CELLS OF BLOCK MASONRY SHALL BE FILLED
WITH GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI AT 28 DAYS, AND MEET ASTM C416. GROUT SHALL BE
PROVIDED BY CONCRETE SUPPLIER FROM THEIR BATCH
PLANT WITH A SLUMP OF 8' TO 10'. JOB SITE MIXING OF
GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM
TO ASTM G1019.
M9 GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN
LIFTS NOT TO EXCEED 4 FT. IN HEIGHT, AND A MAX
POUR OF 12 FT. FILLED CELLS SHALL BE CONSOLIDATED AT
TIME OF POURING BY RODDING OR VIBRATING BETWEEN LIFTS.
M10 PROVIDE CLEAN -OUT AT BASE OF CMU FOR EACH FILLED CELL
TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT
PENETRATION (FOR LIFTS OF 4' -0' OR LESS, A CLEAN -OUT
AT BASE OF LIFT WILL NOT BE REQUIRED).
Mll GROUT PLACEI'1ENT STOPPED FOR (1) HOUR OR MORE SHOULD
BE STOPPED (1 1/2') BELOW THE TOP OF THE MASONRY UNIT
TO PROVIDE A KEY FOR SUBSEQUENT GROUTING.
MIZHE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE
STABILITY OF MASONRY WALLS DURING CONSTRUCTION. ALL
NECESSARY PRECAUTIONS MUST BE TAKEN TO PREVENT
INJURY TO PERSON RESULTING FROM MASONRY WALL FAILURE.
M13 MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL
CONFORM TO ALL REQUIREMENTS OF SPECIFICATIONS FOR
MASONRY STRUCTURES (ACI -ASCE 530.1) EXCEPT AS
MODIFIED BY THE REQUIREMENTS OF THESE STRUCTURAL
DRAWING DOCUMENTS.
M14 FOR STOPPING AND RESUMING WORK.- RACK BACK 1/2 -UNIT
LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED
SURFACES OF SET MASONRY WET UNITS LIGHTLY (IF REQ'D)
AND REMOVE LOOSE MASONRY UNITS AND MORTAR PRIOR TO
LAYING FRESH MASONRY.
M15 DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3)
DAYS.
M16 DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS
FOR (1) DAYS.
MM VERTICAL REINFORCEMENT SHALL CONFORM TO ASTM A615
GRADE 60. FILL REINFORCED CELLS WITH GROUT. SEE PLAN
FOR SIZE AND SPACING OF VERTICAL REINFORCING.
M18 EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2' OF
TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE.
TERMINATE REINFORCING WITH STANDARD ACI HOOK.
MIWERTICAL REINFORCING MUST HAVE A MIN. CLEARANCE OF
1/2' TO INSIDE FACE. MIN. VERTICAL BAR LAP SPLICE -
48 x BAR DIAMETER. VERTICAL REINFORCEMENT IN WALLS
SHALL BE .)ECURED AND LATERALLY SUPPORTED AGAINST
DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x BAR
DIAMETER NOR 10 FT.
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4 I LEGAL DESCRIPTION
111111111111 a . I .
NEW REINF. INFILL MASONRY WALL
SEE NEW MASONRY INF1LL WALL DETAIL
EXIST. INTERIOR PARTITION
NFW INTERIOR PARTITION. I" D.W. BOTH
SIDES ON 3 -5/8" x 25 GA. MTL
STUDS 0 24" O.C. TYP. PROVIDE
DENSHILED WALL BD. 0 WET AREAS
TYP.
GEND
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TYPE OF CONSTRUCTION:VB
OCCUPANCY: R -3
BUILDING CODE: FBC 2010
ALTERATION LEVEL: LEVEL II
AREA: +/ -2,133 SO. FT.
NOTE:
THE ALTERATION OF THIS RESIDENCE SHALL BE IN
COMPLIANCE W /FBC 2010 EXISTING BUILDING SECTION 601.
161 BUILDING DATA
SITE AREA: 9,368 SQ. FT. OR .21 AC
EXIST. BUILDING FOOTPRINT: 2,133 SQ. FT. OR 22% OF SITE AREA
(INCLUDING COVERED FRONT PORCH AREA)
EXIST. COVERED PATIO: 348 SQ. FT. OR 4% OF SITE AREA
PEDESTRIAN WALK:
DRIVEWAY:
EXIST. POOL /DECK
LANDSCAPED AREA:
72 SQ. FT. OR 1 % OF SITE AREA
696 SQ. FT. OR 7.5% OF SITE AREA
492 SQ. FT. OR 5.5% OF SITE AREA
5,627 SQ. FT. OR 60% OF SITE AREA
17 1 SITE DATA
at
3035 S.W. 131 Avenue
Miramar, Florida, 33027
(P) 954 - 592 -2841
(Fax) 954 - 392 -7502
Email: rtait ®bellsouth.net
REVISION I BY:
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NEW REINF. INFILL MASONRY WALL
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EXIST. INTERIOR PARTITION
NFW INTERIOR PARTITION. I" D.W. BOTH
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STUDS 0 24" O.C. TYP. PROVIDE
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TYPE OF CONSTRUCTION:VB
OCCUPANCY: R -3
BUILDING CODE: FBC 2010
ALTERATION LEVEL: LEVEL II
AREA: +/ -2,133 SO. FT.
NOTE:
THE ALTERATION OF THIS RESIDENCE SHALL BE IN
COMPLIANCE W /FBC 2010 EXISTING BUILDING SECTION 601.
161 BUILDING DATA
SITE AREA: 9,368 SQ. FT. OR .21 AC
EXIST. BUILDING FOOTPRINT: 2,133 SQ. FT. OR 22% OF SITE AREA
(INCLUDING COVERED FRONT PORCH AREA)
EXIST. COVERED PATIO: 348 SQ. FT. OR 4% OF SITE AREA
PEDESTRIAN WALK:
DRIVEWAY:
EXIST. POOL /DECK
LANDSCAPED AREA:
72 SQ. FT. OR 1 % OF SITE AREA
696 SQ. FT. OR 7.5% OF SITE AREA
492 SQ. FT. OR 5.5% OF SITE AREA
5,627 SQ. FT. OR 60% OF SITE AREA
17 1 SITE DATA
at
3035 S.W. 131 Avenue
Miramar, Florida, 33027
(P) 954 - 592 -2841
(Fax) 954 - 392 -7502
Email: rtait ®bellsouth.net
REVISION I BY:
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