08-834-0191. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUERIMENTS
OF THE "FLORIDA BUILDING CODE ", 2004 EDITION.
2. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB SITE PRIOR TO
COMMENCING WORK. NOTIFY ENGDINEER OR OWNER REPRESENTATIVE OF ANY
DISCREPANCIES AND SECURE AN INTERPRETATION OR DECISION FROM THE
ENGINEER BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS,
DIMENSIONS GOVERN.
3. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE
COMMENCING WORK. NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT
MADE THE WRITTEN PERMISSION OF THE OWNER /ENGINEER.
4. THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE MISINTERPRETATION
OF THESE PLANS BY OTHERS, THE REVIEW AND APPROVAL OF SHOPDRAWINGS
BY OTHERS.
5. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE
OWNER AND GIVEN TO HIM FOR INSTALLATION.
6. ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULE
WITH CONTRACTOR WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
7. VERIFY DOOR AND WINDOW OPENINGS SIZE REQUIRED WITH MANUFACTURER.
8. CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER TYPE AND KIND OF
INTERIOR FINISHES DESIRED BY OWNER WHICH ARE NOT SPECIFIED IN DRAWINGS.
9. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR
OTHER DOCUMENTS THE CONTRACTOR SHALL NOTIFY TO THE ENGINEER IN
WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY
WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S
FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE
RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING
10. THE CONTRACTOR SHALL USE THESE DRAWINGS TOGETHER WITH THE MECHA-
NICAL AND ELECTRICAL AND PLUMBIONG DRAWINGS TO LOCATE OUTLES,
RECESSES, OPENINGS, SLEEVES, DIMENSIONS, ETC. POTENTIAL CONFLICTS
SHALL BE TRANSMITTED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK
11. DO NOT OBTAIN ANY MEASUREMENT BY SCALE OR VISUAL RELATION.
REPORT ANY MISSING OR CONFLICTING DIMENSION TO THE ENGINEER
IMMEDIATELY UPON DISCOVERY.
12. FINISH MATERIALS, COLORS, PATTERNS AND TEXTURES WILL BE SELECTED BY
THE OWNER.
13. OBTAIN CLARIFICATION AND INTERPRETATION OF DRAWINGS AND SPECIFICATIONS
INCLUDING ADDITIONAL DETAIL, DIRECTLY FROM THE ENGINEER.
L
-
1.
ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL CONFORMING
R.C. .-
1. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND
TO ASTM A615, GRADE 60.
Scale
CONFORMING TO ASTM A -615, GRADE 60. COLUMN AND BEAM TIES
2.
UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION, AND
PLACING
M
Z
OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF
STANDARD
EXPOSED SURFACE SHALL BE EPDXY COATED REINFORCING STEEL.
PRACTICE FOR DETAILING REINFORCED CONCRETE MEMBERS.
2. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS
3.
LAP ALL BAR SPLICES 48 BAR DIAMETERS (12" MIN.) UNLESS
OTHER -
M
WISE NOTED.
4.
ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3000 PSI COMPRESSIVE
AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE IN
STRENGTH IN 28 DAYS UNLESS OTHERWISE NOTED.
ACCORDANCE WITH ACI, 2004 EDITION.
5.
WIRE MESH REINFORCEMENT SHALL BE WELDED SMOOTH WIRE
FABRIC
c
6.
WIRE MESH REINFORCEMENT SHALL LAP ONE FULL MESH +2"
AND BE
-
5. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS,
SECURELY WIRED AT EACH SIDE AND END.
WALLS, SLABS AND OTHER CONCRETE SHALL BE LAP- SPLICED 48 BAR DIA
9.
MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE
NOTED
SHALL BE:
ELEMENTS SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS.
A. CONCRETE DEPOSITED AGAINST THE GROUND
3"
N
4-J
B. CONCRETE EXPOSED TO THE WEATHER OR IN
Zi
I
CONTACT WITH THE GROUND
2"
C. SLABS AND WALLS NOT EXPOSED TO THE WEATHER
OR IN CONTACT WITH THE GROUND
3/4"
= M
D. BEAMS (OVER MAIN REINFORCING)
2"
E. SLAB ON GRADE (NON STRUCTURAL) - CAD CENTER
LINE
J
L
F. COLUMNS (OVER MAIN REINFORCING)
2"
MASONRY NOTES:
1. MATERIALS:
A. ALL CONCRETE UNITS SHALL CONFORM TO ASTM C90 -85 AND
ASTM C145 -85. PRISM STRENGTH fm = 1500 PSI.
B. MORTAR: TYPE M. COMPLYING WITH THE REQUIREMENTS OF
ASTM C270 -86.
C. GROUT: SHALL BE 3/8" MAXIMUM SIZE PEAROCK CONFORMING
TO ASTM C- 476 -83 WITH 28 DAYS MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI GROUT SLUMP TO BE 8 "MINIMUM,10 "MAX
D. REINFORCING BARS: ASTM A615. GRADE 60.
E. JOINT REINFORCEMENT: TO BE #8 LADDER -TYPE DUROWALL AT
16" O.C.
2. CONSTRUCTION:
MATERIALS, METHODS OF CONSTRUCTION,INSPECTION AND TESTING
SHALL BE SPECIFIED BY NCMA AND ACI.
A. MORTAR BEDDING MASONRY UNITS SHALL BE LAID IN RUNNING
BOND WITH FACE SHELL BEDDING EXCEPT THE FIRST COURSE OF
MASONRY ON FOUNDATIONS SHALL BE LAID IN FULL BEDDING.
B. LAPPING REINFORCEMENT: (APPLICABLE AT SIDE OF OPENINGS)
1. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS.
2. JOINT REINFORCING SHALL BE OVERLAPPED 6" MINIMUM.
C. GROUTING SHALL BE A CONTINUOUS OPERATION IN LIFTS NOT
EXCEEDING 4' -0" AND A MAXIMUM POUR OF 12' -0 ".
WIND PRESSURE /DESIGN CRITERIA
(BASED ON A.S.C.E. 7 -02 & SECT. 1609 OF F.B.C. 2004)
BASIC WIND SPEED ...................... ............................146 MPH
IMPORTANCE FACTOR .................... ............................1.0
EXPOSURE CATEGORY .............. ............................... C
BUILDING CLASSIFICATION ........ ............................... CATEGORY II
DIRECTIONALITY FACTOR .......... ............................... kd. = 0.85
EXPOSURE FACTOR kz .......... ............................... TABLE 6.5
ANCHOR #1(SEE ANCHOR SCHEDULE)
GAUGE 3'X3" METAL DRIP.ON 1X2 P.T.
WOOD NAILER TO MATCH EXISTING.
RAKE BEAM RB -1
(SEE BEAM SCHEDULE)
2" X 8' WOOD FASCIA
PAINT FINISHED
#5VERT. BAR 048-O.0 ��
SMOOTH STUCCO FINISH ON SELF FURRING
WIRE -LATH SOFFIT ON 34" PLYWOOD
8 GA LADDER TYPE HORIZONTAL JOINT
REINF. 016 "O.C. VERT.
518" SMOOTH STUCCO FINISH ON WCMU
WALL (FOR BAND AND TRIMINGS SEE ELEV.)
CONC. BEAM. (FOR SIZE AND REIF. SEE
STRUCT DETAIL
SMOOTH STUCCO BAND (FOR SIZE AND
TRIM SEE ELEV.)
BEAM B -1
(SEE BEAM SCHEDULE)
ALUMINUM GARAGE DOOR (FOR ZIZE AND
TYPE SEE D&W SCHED.)
12
1 3
BATT. INSULATION. - 1►
1/2" GYPSUM WALLBOARD
APPLIED ON 7/8 MTL HI -HATS
STRIP 0 16" O.C. MAX. TYP.
P.T. 1"X4" WOOD FIRE STOP
8"X12" CONC. TIE BEAM W/4 f 5'S CONT.
do 2 # 5 BENT 30" EA. WAY AT CORNERS.
PROVIDE 4 #3 TIES 0 12" O.C. AT
CORNERS do AT 48" THEREAFTER
PRESSURE TREATED WOOD FURRING
STRIPS 0 16" O.C. TYP. W /R -5
INSULATION.
1/2" GYPSUM WALLBOARD OVER 1X2
FIRE STOP
WOOD BASE
NEOPRENE EXPANSION JOINTS
4" CONC. SLAB W /6X6- W1.4XW1.4 W.W.M.
OVER COMP. FILL do 6 MILL VAPOR
BARRIER
FIN. FLOOR +0.00'
a tl
1' -6"
r
5/8" CDX EXTERIOR PLYWOOD NAILED WITH f8d
NAILS SPACED 6" O.C. O EDGE 6" O.C. INTERIOR
AND AT 4' AT GABLE END WITH 30 FELT PAPER
2" MIN. LAPPED, THIN -CAP 32 GA X 1 -5/8
DIAM. NAILED 0 12" O.C.TO RECEIVED CONCRETE
TILE
PRE - ENGINEERED ROOF TRUSSES
AT 24" O.C.
SEE TRUSS CONNECTOR SCHEDULE
AT SHEET S -3
GALV. DRIP ON 1 "X4" PT. WD.
BLOCK'G do 1 "X8" P.T. WD.
FASCIA
PROVIDE 4"X12" SCREENED
VENT O 4' -8"
PAPER BACKED METAL LATH W/
LIGHT TEXTURE STUCCO FINISH
STUCCO OVER 8" CONC. BLOCK
518" CDX EXTERIOR PLYWOOD NAILED WITH #8d
NAILS SPACED 6" O.C. 0 EDGE 6" O.C. INTERIOR
AND AT 4" AT GABLE END WITH 30 FELT PAPER
2" MIN. LAPPED, THIN -CAP 32 GA X 1 -5/8
DIAM. NAILED O 12" O.C.TO RECEIVED SHINGLES
•
�_.® PREFAB WD. TRUSSES 0 24" O.C.
(MANUF. TO SUBMIT SHOP DRAWINGS
FOR ARCHITECT APPROVAL)
I -�-- -- 1" X 3' P.T. CLG. FURR. 0 16 " O.C.
\-I *X2* PT FIRE STOP 5/8" GYPSUM BOARD
EL+ 8' 0" (DATUM)
TOP 'OF TIE -BW
0
I
Ga
SOOTH FINISH CONC. SLAB (SEE STRUCT.
DRAWINGS)
EL9.85 N.G.V.D.
- P 'OF DATUM)
EL8.85 N.G.V.D.
'EC. =i = 6''(bATUT�j
H.P. OF GARAGE
SPRAY UNDER SLAB TERMITE TREATMENT
6 MIL VISQUEEN MOISTURE BARRIER
ONC. FOOTING (FOR SIZE do REINF. SEE
STRUCTURAL DET)
TYPICAL WALL SECTION 2
SCALE 314" =1' -0"
T.O.B. + 8'- 7112"
WALL SECTION 3
SCALE 3/4" =1' -0" s -1
5/8" CDX EXTERIOR PLYWOOD NAILED WITH #8d
NAILS SPACED 6" O.C. O EDGE 6" O.C. INTERIOR
AND AT 4" AT GABLE END WITH 30 FELT PAPER
2" MIN. LAPPED, THIN -CAP 32 GA X 1 -5/8
DIAM. NAILED 0 12" O.C.TO RECEIVED A BUILT UP
3"X 12"WD.JOISTS016 "O.C.
REINFORCING STEEL.
ASPHALT FlNISH DRIVEWAY
R.C. .-
1. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND
R.C.
Scale
CONFORMING TO ASTM A -615, GRADE 60. COLUMN AND BEAM TIES
L co
0
SHALL BE OF GRADE 40. FOR SLABS, BEAMS, GRADE BEAMS, WALLS, ETC.
M
Z
THAT ARE EXPOSED TO WEATHER, THE REINFORCING LAYER CLOSE TO THE
"h LEA oti
EXPOSED SURFACE SHALL BE EPDXY COATED REINFORCING STEEL.
2. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS
ui
rn
SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
M
CONC STRUCTURES ACI 315, 2004 EDITION ".
3. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS AND BE PLASTIC DIPPED
ui h
AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE IN
ACCORDANCE WITH ACI, 2004 EDITION.
n
T
4. ALL REINFORCING STEEL SHALL BE TIED DOWN AND INDEPENDENTLY
c
SUPPORTED ON CHAIRS AND SUPPORT BARS.
-
5. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS,
NOTE: BACKFlLL UNDER ALL SLAB AND
WALLS, SLABS AND OTHER CONCRETE SHALL BE LAP- SPLICED 48 BAR DIA
FOOTINGS (TYP.)
OR 2' -0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS).
LAPS FOR EPDXY COATED REINFORCING SHALL BE INCREASED BY 50 %.
ELEMENTS SHALL BE CONTINUED TO FAR SIDES OF INTERSECTING ELEMENTS.
12
1 3
BATT. INSULATION. - 1►
1/2" GYPSUM WALLBOARD
APPLIED ON 7/8 MTL HI -HATS
STRIP 0 16" O.C. MAX. TYP.
P.T. 1"X4" WOOD FIRE STOP
8"X12" CONC. TIE BEAM W/4 f 5'S CONT.
do 2 # 5 BENT 30" EA. WAY AT CORNERS.
PROVIDE 4 #3 TIES 0 12" O.C. AT
CORNERS do AT 48" THEREAFTER
PRESSURE TREATED WOOD FURRING
STRIPS 0 16" O.C. TYP. W /R -5
INSULATION.
1/2" GYPSUM WALLBOARD OVER 1X2
FIRE STOP
WOOD BASE
NEOPRENE EXPANSION JOINTS
4" CONC. SLAB W /6X6- W1.4XW1.4 W.W.M.
OVER COMP. FILL do 6 MILL VAPOR
BARRIER
FIN. FLOOR +0.00'
a tl
1' -6"
r
5/8" CDX EXTERIOR PLYWOOD NAILED WITH f8d
NAILS SPACED 6" O.C. O EDGE 6" O.C. INTERIOR
AND AT 4' AT GABLE END WITH 30 FELT PAPER
2" MIN. LAPPED, THIN -CAP 32 GA X 1 -5/8
DIAM. NAILED 0 12" O.C.TO RECEIVED CONCRETE
TILE
PRE - ENGINEERED ROOF TRUSSES
AT 24" O.C.
SEE TRUSS CONNECTOR SCHEDULE
AT SHEET S -3
GALV. DRIP ON 1 "X4" PT. WD.
BLOCK'G do 1 "X8" P.T. WD.
FASCIA
PROVIDE 4"X12" SCREENED
VENT O 4' -8"
PAPER BACKED METAL LATH W/
LIGHT TEXTURE STUCCO FINISH
STUCCO OVER 8" CONC. BLOCK
518" CDX EXTERIOR PLYWOOD NAILED WITH #8d
NAILS SPACED 6" O.C. 0 EDGE 6" O.C. INTERIOR
AND AT 4" AT GABLE END WITH 30 FELT PAPER
2" MIN. LAPPED, THIN -CAP 32 GA X 1 -5/8
DIAM. NAILED O 12" O.C.TO RECEIVED SHINGLES
•
�_.® PREFAB WD. TRUSSES 0 24" O.C.
(MANUF. TO SUBMIT SHOP DRAWINGS
FOR ARCHITECT APPROVAL)
I -�-- -- 1" X 3' P.T. CLG. FURR. 0 16 " O.C.
\-I *X2* PT FIRE STOP 5/8" GYPSUM BOARD
EL+ 8' 0" (DATUM)
TOP 'OF TIE -BW
0
I
Ga
SOOTH FINISH CONC. SLAB (SEE STRUCT.
DRAWINGS)
EL9.85 N.G.V.D.
- P 'OF DATUM)
EL8.85 N.G.V.D.
'EC. =i = 6''(bATUT�j
H.P. OF GARAGE
SPRAY UNDER SLAB TERMITE TREATMENT
6 MIL VISQUEEN MOISTURE BARRIER
ONC. FOOTING (FOR SIZE do REINF. SEE
STRUCTURAL DET)
TYPICAL WALL SECTION 2
SCALE 314" =1' -0"
T.O.B. + 8'- 7112"
WALL SECTION 3
SCALE 3/4" =1' -0" s -1
5/8" CDX EXTERIOR PLYWOOD NAILED WITH #8d
NAILS SPACED 6" O.C. O EDGE 6" O.C. INTERIOR
AND AT 4" AT GABLE END WITH 30 FELT PAPER
2" MIN. LAPPED, THIN -CAP 32 GA X 1 -5/8
DIAM. NAILED 0 12" O.C.TO RECEIVED A BUILT UP
3"X 12"WD.JOISTS016 "O.C.
Revisions
Na I Date I�Desa0tim
Date
07 -17 -2008
04
R.C. .-
Chedmd By
R.C.
Scale
AS SHOWN
L co
0
U
M
Z
cal
"h LEA oti
ui
rn
M
QIL
ui h
n
c
tin
C
V
V
N
4-J
Zi
cU
tU
.-
Q
O
= M
C
J
L
o
0
45
O
3: u.
Q
m
Z
L
Proms Mnber.
SEAL:
d -
CHAVARftL4►•P.E.,�
FL Ur- *74
DATE:
7- /r7-
8
175 FWANENLEAU BLVD. STE.2G -6A
MIA41A -33172
Ph: 305-229-3874
Revisions
Na I Date I�Desa0tim
Date
07 -17 -2008
Drawn by
R.C. .-
Chedmd By
R.C.
Scale
AS SHOWN
NOTES Sheet T#Je:
1 a i
S --t