09-133-003{
9, CODES:
FLORIDA BUILDING CODE 2004, LOCAL CODES AND
GOVERNING REGULATIONS
ACI 318 -02
ACI 421.1 - R 92
A..I.S.C. NIN I I I EDITION
N.D.S. 2001
ASCE 7 -02
10, ALL CONCRETE SHALL REACH A MIN IMU DESIRED ULTIMKIIE
S 71'Z.E NC I H O F 3000 I0 PSI IN 28 DAYS WITH 5 i
S
NIP
(MAX)
UNLESS OTHERWISE NOTED IN DRAWINGS OR SPECIFICATIONS
TIONS
A) FOOTINGS & SLAB ON GRADE F'c = 3000 PSI
B) COLUMNS .ANT:) BEAMS F'c –:1000 PSI
ALL CONCRETE MUST BE PLACED WITHIN 90 MIN OF BATCH TIME,
ONE SET OF CYLINDERS REQUIRED FOR EVERY 50 YD. OF
CONCRETE OR LESS.
11. MINIMUM CONCRE'T'E COVER OVER. REIN F-
STEEL, AS FOLLOWS:
FOOTING 3„
COLUMNS 1 -1/2"
BEAMS 1 -1/2"
INTERIOR. SLABS 3/4"
EXPOSED SLAMS 1 -1/2"
12. ALL MATERIALS AND FIXTURES USED MUST
BE BRAND NEW.
1.3. PER THE "NNTIONAL DESIGNT SP.ECIFTCATION FOR, STRESS - GRAVE Li.TI 4BER ", THE
FOLLOWINGS LUMBER WILL MEET THE CRITERIA:
# 2 YELLOW PINrF (2"x 4 "S & 2" x 6 ")
# 1 HEM -FIR (2" x 8 "S AND LARGER)
THE LUMBER SUPPLIER. TO FURNISH A COPY OF THE STRESS-GRADE USED IN JOBSIT.E.
14. FILL COMPACTION REQUIREMENT:
FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY
AT OPTIMUM MOISTURE, AS DETERMINED BY THE MODIFIED PROCTOR TEST.
COMPACTION LAYERS NOT TO EXCEED 12 ". SLABS ON FILL TO BE PLACED
ON A CHECKERBOARD PATTERN, WITH POURS LIMITED TO AS SHOWN ON PLANS.
PROVIDE VAPOR BARRIER BELOW ALL SLAB ON FILL (6 MIL VAPOR BARRIER).
15. F,B.C. 1821.1.1 A MIN. OUTSIDE FINISH GRADE OF 12 INCHES ABOVE THE BOTTOM
OF THE EXTERIOR MONOLITI-IIC FOOTING SHALL BE RE, QUIRE I), BUT" IN
NO CASE SHALL THE OUTSIDE FINISH GRADE BE ABOVE THE TOP OF THE
THE FINISHSLAB SURFACE.
4" concrete pad
` with 2 layers of W.W.F.
W/ 8:12 thickened edges
(all around)
c" f - „ _. _.. .. .. ...... ...... . ....... ....... ....... ...... ...
...-------- .......
... r
_.
- — - — -- ......... _� . z — —..« . ............... .......... .._....- ............... .... ..... ..... _....
t
;
G- .... :.... -.:: -- - .......... _ ........
WJi
II 1 E f
2'41 f -- 16-10"
PROPOSED PLAN N k
SCALE: .114" - , 1 s- 0"
aluminum gate
alutnn. base w gibbeted bolts
painted black to match gate
PROPOSED FRONT ELEVATION
SCALE: 114" — 1'- 0"
16' -5"
top mounted lamps
(4 typ.) to be chosen by owner
alumi.nurn picket fence
(black finish) typical --—�
5/S"
stucco wall (typical)..
finish and color tra match existing house
Provide door ell &: mail box
w house numbers on pilaster
V E! ERAL 'NOTES
1, TIIE WORD. SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTING, EXTENDING, CONNECTING,
REPAIRING, ADAPTING, AND OTHER. WORK COINCIDENTAL HERE TO, TOGETHER WITH SUCH TEMPORARY
INSTALLATIONS AS MAY BE NECESSARY TO SATISFY THE DEMOLITION PROGRAM, APPROVAL SHALL BE SECURED
FROM THE AR.CHI.TECT PRIOR T O CUrI'TING /DRILLING ANY STRUC FURAL SUPPORT.
2. ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION, INSTALLATION OF ANY PIECE OF
EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITION OR AS DIRECTED
BY THE ARCHITECTURAL DRAWINGS, OR OWNERS REPRESENTATIVE.
3. ALL ELECTRICAL AND PLUMBING LINES WHICH REQUIRE REMOVAL OR ALTERATION ARE TO BE DONE SO BY
THE CONTRACTOR. LINES TO BE CAPPED AND PREPARED FOR REMOVAL OR REROUTING AS SPECIFIED ON THE
PLANS.
4, THIS PLAN SHALL BE FULLY COORDINATED WITH ALL OTHER APPLICABLE PLANS.
ELECTRIC -A-L DRAWINGS FOR FURTHER INFORMATION.
5. CONTRACTOR. IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS GENERATED BY THE
WORK. REQUIRED.
6. ADVISE AR.CHITEC: T OF ANY CONDITIONS THAT MAY INTERFERE WITH. SCOPE OF WORK.
7, GENERAL CON"T"RACTOR SHALL VIS'1T SHE SITE TO DETERMINE THE EXTENT OF WORD
TO BE REMOVED, REPLACED, OR ALTERED PRIOR TO SUBMITTING BIDS AND SHALL
NOTIFY ARCHITECT OF ANY DISCREPANCIES AND OMISSIONS WHICH WOtfLD INTERFERE
WITH THE SATISFACTORY COMPLETION OF MURK.
8. CONTRACTOR SHALL VERIFY LOCATION- OF UTILITIES PRIOR TO COMMENCEMENT OF
WORK TO ENSURE THE UTILITIES WILL NOT BE DAMAGED DURING TILL COURSE OF
CONSTRUCTION.
9. PROVIDE ALL CUTTING T'ING AND PATCHING OF CONCRETE SLAB FOR. THE PURPOSE OF
INSTALLING PIPPING AND CONDUIT OF ANY ELECTRICAL, MECHANICAL, AND PLUMBING
WORK. AS REQUIRED.
DEMOLITION INDEX.
WAL.I. SECTION
A.1
-� �`�- -- — SHT. ON WHICH
SECTION IS SHOWN
DETAIL
Al
SKIT. ON W"ITICH
DETAIL IS SHOWN
ON SITE OBSERVATION INDICATES
UNDISTURBED ROCK/SAND WITH A
MINIMUM BEARING PRESSURE OF
2,000 POUNDS PER SQUARE FOOT.
48 HOURS PRIOR TO CONSTRUCTION
Tim,, CONTRACTOR SMALL CONTACT
ILN.C.L.E.
1 (800) 432 -4770
IN ORDER TO I..00ATE ALL EXISTING
UNDERGROUND UTILITIES.
..........................
...............................
STRUCTURAL NOTES
1.
INSPECTIONS OF SITE INDICATE THAT EXISTING
SOLI. IS CAPABLE OF WITHSTANDING 2000 PSF
SOIL PRESSURE. IF OTHER CONDITIONS OCCUR.
NOTIFY THIS OFFICE,
2.
ALL REINFORCEMENT SHALLB.E 60,000 PSI
MINIMUM YIELD NEW BILLET STEEL LN
ACCORDANCE WITH ASTM A615 GRADE 60.
ALL 13AR LAPS SHALL, HAVE A MINIMUM OF
36 .BAR DIAMETER- PLACING OF
REINFORCEMENT SHALL CONFORM TO THE
LATEST ACI AND MANUAL OF STANDARD
PRACTICE CODES. USE CORNER BARS IN
ALL FOUNDATION CORNERS TO MATCH
REINFORCEMEK,r SIZE AND SPACING.
3.
ALI, STRUCTURAL STEEL. SHALL BE ASTM
A -36 STEEL ALL BOLTS SHALL BE ASTM
A -325 GRADE. ALL ANCHOR BOLTS SHALL
BE ASTM A -307 GRADE,
4.
ALL STRUCTURAL STEEL SHALL BE FREE OF
SCALE, RUST, OIL AND OTHER DELETERIOUS
MATERIAL AND SHALL. BE COATED WITH RUST
INHIBITIVE PAINT.
5,
ALL LUMBER. SHALL BE
SO YLW PINE GR. 112 OR BETTER.
6.
ALL LUMBER IN DIRECT CONTACT WITH STEEL
OR CONCRETE SHALL BE PRESSURE TREATED.
HAVE AN APPROVED SEPERAI'ING,1v7ATFRIA.L,
OR F[A.VE GALVANIZED ANCHOR SEAT ".
7.
COORDINATE .ALL, STRUCTURAL. WORK. WITH
w
ARCHITECTURAL AND EL.ECTR.ICAL
M
DRAWINGS FOR VERIFICATION OF LOCATIONS
F--
DIMENSIONS OF ALL .PROJECT REQUIREMENTS.
p
8,
THE STRUC "FURAL SYS'T'EM FORT °HE STRUCTURE HAS
BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA.
BUILDING CODE 2QQ4 ED. ,riON. TIME FOLLOW LNG
SUPERIMPOSED LOADING s HAVE BEEN UTILIZED.
WIND LOAD: 146 MPII PERASCE 7 -02
TMPC?;l'I`A.NCF.. FACTOR.: 1,0
EXPOSURE C
M
WIND DIRECTIONALITY FACTOR. K.d =1..Q
INTERNAL PRESSURE 8.3 PSF WITH 0.18 COEFFICIENTS
a
int
fl
C
«
f
fl. C.
9, CODES:
FLORIDA BUILDING CODE 2004, LOCAL CODES AND
GOVERNING REGULATIONS
ACI 318 -02
ACI 421.1 - R 92
A..I.S.C. NIN I I I EDITION
N.D.S. 2001
ASCE 7 -02
10, ALL CONCRETE SHALL REACH A MIN IMU DESIRED ULTIMKIIE
S 71'Z.E NC I H O F 3000 I0 PSI IN 28 DAYS WITH 5 i
S
NIP
(MAX)
UNLESS OTHERWISE NOTED IN DRAWINGS OR SPECIFICATIONS
TIONS
A) FOOTINGS & SLAB ON GRADE F'c = 3000 PSI
B) COLUMNS .ANT:) BEAMS F'c –:1000 PSI
ALL CONCRETE MUST BE PLACED WITHIN 90 MIN OF BATCH TIME,
ONE SET OF CYLINDERS REQUIRED FOR EVERY 50 YD. OF
CONCRETE OR LESS.
11. MINIMUM CONCRE'T'E COVER OVER. REIN F-
STEEL, AS FOLLOWS:
FOOTING 3„
COLUMNS 1 -1/2"
BEAMS 1 -1/2"
INTERIOR. SLABS 3/4"
EXPOSED SLAMS 1 -1/2"
12. ALL MATERIALS AND FIXTURES USED MUST
BE BRAND NEW.
1.3. PER THE "NNTIONAL DESIGNT SP.ECIFTCATION FOR, STRESS - GRAVE Li.TI 4BER ", THE
FOLLOWINGS LUMBER WILL MEET THE CRITERIA:
# 2 YELLOW PINrF (2"x 4 "S & 2" x 6 ")
# 1 HEM -FIR (2" x 8 "S AND LARGER)
THE LUMBER SUPPLIER. TO FURNISH A COPY OF THE STRESS-GRADE USED IN JOBSIT.E.
14. FILL COMPACTION REQUIREMENT:
FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY
AT OPTIMUM MOISTURE, AS DETERMINED BY THE MODIFIED PROCTOR TEST.
COMPACTION LAYERS NOT TO EXCEED 12 ". SLABS ON FILL TO BE PLACED
ON A CHECKERBOARD PATTERN, WITH POURS LIMITED TO AS SHOWN ON PLANS.
PROVIDE VAPOR BARRIER BELOW ALL SLAB ON FILL (6 MIL VAPOR BARRIER).
15. F,B.C. 1821.1.1 A MIN. OUTSIDE FINISH GRADE OF 12 INCHES ABOVE THE BOTTOM
OF THE EXTERIOR MONOLITI-IIC FOOTING SHALL BE RE, QUIRE I), BUT" IN
NO CASE SHALL THE OUTSIDE FINISH GRADE BE ABOVE THE TOP OF THE
THE FINISHSLAB SURFACE.
4" concrete pad
` with 2 layers of W.W.F.
W/ 8:12 thickened edges
(all around)
c" f - „ _. _.. .. .. ...... ...... . ....... ....... ....... ...... ...
...-------- .......
... r
_.
- — - — -- ......... _� . z — —..« . ............... .......... .._....- ............... .... ..... ..... _....
t
;
G- .... :.... -.:: -- - .......... _ ........
WJi
II 1 E f
2'41 f -- 16-10"
PROPOSED PLAN N k
SCALE: .114" - , 1 s- 0"
aluminum gate
alutnn. base w gibbeted bolts
painted black to match gate
PROPOSED FRONT ELEVATION
SCALE: 114" — 1'- 0"
16' -5"
top mounted lamps
(4 typ.) to be chosen by owner
alumi.nurn picket fence
(black finish) typical --—�
5/S"
stucco wall (typical)..
finish and color tra match existing house
Provide door ell &: mail box
w house numbers on pilaster
V E! ERAL 'NOTES
1, TIIE WORD. SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTING, EXTENDING, CONNECTING,
REPAIRING, ADAPTING, AND OTHER. WORK COINCIDENTAL HERE TO, TOGETHER WITH SUCH TEMPORARY
INSTALLATIONS AS MAY BE NECESSARY TO SATISFY THE DEMOLITION PROGRAM, APPROVAL SHALL BE SECURED
FROM THE AR.CHI.TECT PRIOR T O CUrI'TING /DRILLING ANY STRUC FURAL SUPPORT.
2. ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION, INSTALLATION OF ANY PIECE OF
EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITION OR AS DIRECTED
BY THE ARCHITECTURAL DRAWINGS, OR OWNERS REPRESENTATIVE.
3. ALL ELECTRICAL AND PLUMBING LINES WHICH REQUIRE REMOVAL OR ALTERATION ARE TO BE DONE SO BY
THE CONTRACTOR. LINES TO BE CAPPED AND PREPARED FOR REMOVAL OR REROUTING AS SPECIFIED ON THE
PLANS.
4, THIS PLAN SHALL BE FULLY COORDINATED WITH ALL OTHER APPLICABLE PLANS.
ELECTRIC -A-L DRAWINGS FOR FURTHER INFORMATION.
5. CONTRACTOR. IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS GENERATED BY THE
WORK. REQUIRED.
6. ADVISE AR.CHITEC: T OF ANY CONDITIONS THAT MAY INTERFERE WITH. SCOPE OF WORK.
7, GENERAL CON"T"RACTOR SHALL VIS'1T SHE SITE TO DETERMINE THE EXTENT OF WORD
TO BE REMOVED, REPLACED, OR ALTERED PRIOR TO SUBMITTING BIDS AND SHALL
NOTIFY ARCHITECT OF ANY DISCREPANCIES AND OMISSIONS WHICH WOtfLD INTERFERE
WITH THE SATISFACTORY COMPLETION OF MURK.
8. CONTRACTOR SHALL VERIFY LOCATION- OF UTILITIES PRIOR TO COMMENCEMENT OF
WORK TO ENSURE THE UTILITIES WILL NOT BE DAMAGED DURING TILL COURSE OF
CONSTRUCTION.
9. PROVIDE ALL CUTTING T'ING AND PATCHING OF CONCRETE SLAB FOR. THE PURPOSE OF
INSTALLING PIPPING AND CONDUIT OF ANY ELECTRICAL, MECHANICAL, AND PLUMBING
WORK. AS REQUIRED.
DEMOLITION INDEX.
WAL.I. SECTION
A.1
-� �`�- -- — SHT. ON WHICH
SECTION IS SHOWN
DETAIL
Al
SKIT. ON W"ITICH
DETAIL IS SHOWN
ON SITE OBSERVATION INDICATES
UNDISTURBED ROCK/SAND WITH A
MINIMUM BEARING PRESSURE OF
2,000 POUNDS PER SQUARE FOOT.
48 HOURS PRIOR TO CONSTRUCTION
Tim,, CONTRACTOR SMALL CONTACT
ILN.C.L.E.
1 (800) 432 -4770
IN ORDER TO I..00ATE ALL EXISTING
UNDERGROUND UTILITIES.
..........................
...............................
1%0
PRECAST T CAP DETAIL NNT
'*J
J
STUCCO BAND DETAIL 21-011!
NOTES:
i•ar 4aa • • •w44G •••
• W • ra ii r r u
ir• i • • • Y a r �'
r 4 r • s r •w••i
r r W • 4 w r r u
••• irw W • r race V 4 i
• • u u c •
a V • V V Y V • G f • •<
• 4 i w V Y V < • r
• U • r • V • f •
• •Ww •i• r W •w
• • • wwWU 4r iai•
:0000 w • • . • ;
urri u r r u
W w r r Y u
• 4 w Y • • V
aVar • •VUUa • 4rr i Va•4 '4
_ _T_
1, stagger blocks in running boxl.d pattern
............................... i
2. lrJ4 11e 8". . Ca for lock column �•., G
:
:e
w/ 3 #5's each way at center line _
3. Fill all cells with grout �
PLAN OF PILASTER (6 typical)
SCAT,F: .I /2" - V- 0"
drill and epoxy 1/2" threaded rod
into pre -cast concrete c:ap Gcn.d
fill with epoxy at all corners
S" cone, cap VIII 3# 5's each wa
mid deptli
24" x 24" block. columns with f
vertical steel in each. cell
fill all cells solid Nor/ grout
(see column plan)
shell stone finish all around pil
to match existing house (typlca
Existing WF -1
drive Size: 32" wide x 14" deep
Longitudinal reinf 39, 5's
I
motorized gates Transverse reinf # #5's @ 14" e
2r -0"
W-{"
aluminum motorized gate
{slides type.) _K
1
«r
....... . ..................... ............................. —.... .......
.......
.......
, ..............
.............. ....... ....... P........................ ....... .......
alumn. base w/ ribbeted belts
painted black to match gate (typ.)
14' -9^
DETAIL l (pilaster - 6 typical �
SCALE: 112" .- F 0"
precast concrete cap
sec detail this sheet
L 2 DESIGN
1, {)6(X)0029727
Principal
Esteban R. Lawue
No, 922]2
I
11401, S.W, 108 COURT i
MIAMI, FLORIDA. 33176 i
305, 979, 9725 f(
I
Seal
ON
n
TTPwf- �.i^
i
U
P
L t
all
scalc� VARIES
aluminum posts and pickets
Date: 1- 19_c }9
...., ..; .....
:• f 1
1
(2" X2" posts and .1 "x 1" pickets) f �t 13raject 1�asi�,mer: 1 L E
Drawn By. EsL
` C1tieckea 15y: EL .
stucco and (,q e detail this sheet) --- ..
typical oth S1 es m, Job Number: 1(}0
" x 8" cone. e��p •: >F3 r^ Submittal: - --
i
w/ 2 ## 5's conti�1.Uo s k'': File: -_-
c�a
5/8" thick stucco. finish to match
Cx1.StE11 h£>U.Se (tylcal) —
8 masons a ; rI `gin, C}cscritirs Date:
,► �
wall w/ ##5 s a, 3?
O.C. with 30 lap ..minimum : �..... .......... i',
ill cells solid w/ grout' ` _ =� 1 I.1 �.. .... J nun
- I., i.:.III.. f�
�... ? .,. 130din ep lint
F-1 I I� I :::�.., I i Imo; I ''
Size: 32" wide x 14" deep _
I ��
Longitudinal reinf 3## 5's €. `. ,...,,....
€� -, ,� --I I I.I 111 I �i , ,III..
Transverse reinf. ##5 s (� 14 Q.c.
Shect'Numbor
Z
SECTION 1 (Privacy wall) 3 1
SCALE: 112" .— 1 '- 0„
..................... .................................... ......................... ......................... ..... .... ............................ ........................................................... ............................... ............................................ ........................... .................... .................................. ...........: