07-16-003GENERAL NOTES STUCCO
I. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR ,
SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, IN EVENT OF CONFLICT
L EAACH `+CH "'
CELL SIDE
NOTIFY ARCHITECT BEFORE PROCEEDING,
OF WINDOW AT OR DOOR
°
2. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT
WHERE THE COLUMN IS
PROPER OPENINGS AND CHASES SHALL BE PROVIDED.
NOT PROVIDED W/
30" MIN. LAP
3. TERMITE PROTECTION:
p
DOOR
e
BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROCTECTION AGAINST
u °
SUBTERRANEAN TERMITES. THE RULES AND LAUDS A5 ESTABLISH BY THE FLORIDA
5/a" STUCCO ON 8"
� " "
5 x3/ TAPCONS 4
°
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS
LONG. BLOCK WALL
APPRO fED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION
W/ #9 LADDER TYPE HOR.XL-L—
FROM ENDS 4 15" O.G. MAX. ON
°
AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE
REINF. a fro" O.G.
P.T. 1x4 BUCK ANCHOR
_
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY
THAT CONTAINS THE FOLLOWING STATEMENT:
REINFORCED
CELL DETAIL
I�z �� GYP. B°. 3
DOOR JAMB
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
A-1
A-1
ACCORDANCE WITH RULES AN LAUDS ESTABLISHED BY THE FLORIDA
=
SCALE: 3/4" 1'-0"
=
SCALE: 3" 1'-0"
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES "
.
4. CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPRESSIVE STRENGTH
IN 2a DAYS AS FOLLOWS:
FOUNDATIONS AND SLABS ON GRADE 3000 PSI
COLUMNS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: 1/4"X 2" PANEL MATE
FOUNDATIONS 3 INCHES MA50NRY BOLT WITH 1-1/4"
rCOLUMNS 1-1/2 INCHES GAL. WASHER AND UJASHEREDSLABSIN FILL W.W.F. AT CENTEROF SLABWINGED NUT
5. GROUT STRENGTH 3000 PSI WITH 9' MAX. SLUMP. INTERIOR 1" X 4" WD. BUCK
ro. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. Aro5
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND TO GRADE (oO 5PEG. CNAULK AT CORNER
WITH A MIN. YIELD STRENGTH OF roO,000 PSI. IT SHALL BE DETAILED, FABRICATED
FL
AND PLACED AS RECOMMENDED BY A.G.I.
7. WELDED WIRE FABRICS (W.W.F.) SHALL CONFORM TO A.S.T.M. A-105, DOUBLE W.W.F. 5' x 3/1& TAPCON
3ro" ON EACH SIDE OF BEARING WALLS AND 30' AROUND PERIMETER OF MONOLITHIC I/o" 0.G AND WITHIN SINGLE HUNG
FOOTINGS. ro' FROM END OF (SEE ATTACHED PRODUCT
EACH BUCK APPROVAL ACCEPTANCE #)
a. CONCRETE MASONRY UNITS BE LOAD BEARING TYPE CONFORMING TO A.S.T.M.
C210, TYPE M.
SREEN EXTERIOR
9. ALL STRUCTURAL LUMBER SHALL BE *2 SOUTHERN PINE OR BETTER. ALL WOOD
IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
10. ALL ROOF JOISTS, TRU56E5, OUTLOCKER5, BEAMS AND GIRDERS SHALL BE
SECURED WITH APPROVED METAL TIES, CLIPS AND ANCHORS TO TIE BEAMS OR
BEARING PARTITIONS. PROVIDE PRODUCT CONTROL NOTICE OF ACCEPTANCE. MARBLE SILL
CHAULK AT CORNER
11. N.F.P.A. COMPLIANCE - EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM
DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN 20 GA. SINGLE PLY STORM
EMERGENCY WHEN LOCKED. I Z11i
PANEL SYSTEM
a' x a" MIN.
W/ 2#50 (TYP.) a (SEE ATTACHED PRODUCT
12, ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS TO a APPROVAL ACCEPTANCE #)
ARCHITECT FOR APPROVAL PR!CR TO FABRICATION. a
13. ALL WINDOWS AND EXTERIOR SLIDING GLASS DOORS TO BE EQUIPPED WITH SCREENS ° ed 5' x 3/16 TAPCON
14. ALL PIPING AND CONDUCT UNDER SLAB SHALL BE A MINIMUM OF 2'-0' CLEAR a Iro" 0.0 AND WITHIN
OF UNDERSIDE OF FOOTING. ro' FROM END OF
EACH BUGK
15, THE CONSTRUCTION DOGUMENTS COMPLY AND HAVE BEEN PREPARED IN COMPLIANCE WINDOW HEAD /SILL
WITH THE RESPECTIVE 2004 EDITION OF FBC.r5
f=L 00[:) L EC;ENE) A-1 SCALE: 3" = 11_011
ADDITIONS, REMODELING, REPAIRS, $ COMBINATION
FOLIO: 09-4025-023-04aO ADDRESS: &521 SW ro3rd AVENUE, MIA1'1I, FL 33151
LOT: 1 BLOCK: 9
SUBDIVISION: COCOPLUI"1 TERRACE ADDDITION PART TWO PLAT BOCK: 49 PAGE: 1a
COST OF CONSTRUCTION - SCOPE OF WORK
INTERIOR RENOVATION - COST OF WORK $ 2,000.00
ADDITION - COST OF WORK -
1,221 SOSF. OF CONST. x (41 &GQSF. LIVING SPACE): �51,Ga9.00
TOTAL C05T OF WORK: �59,�Oa9.00
THE OWNER OF THIS PROPERTY UNDER5TAND5 THAT THE WORK AMOUNT INDICATED
ABOVE 15 GOING TO BE KEPT ON THE OFFICIAL PERMIT RECCRD DURING A SIX (&)
MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATION OF COMPLETION 15 155uED.
IF ADDITIONAL REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR
COMBINATION THEREOF 15 DONE BEFORE THE CERTIFICATE OF COMPLETION 16 ISSUED,
OR WITHIN THE TRACING PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE
NU-VUE INDUSTRIES, INC.
TRUSS ANCHOR - NVHTA 22 (TYP.)
(24) 10d TO HEADER 8
(24) 1&d X 1.5" 20 ga (TYP.)
NOA # 03-0224.10
r EXP: MAY 22, 2000 /
,-TOP OF BEAci``1
WOOD JOIST
_ RUNNER STUD
TRUSS
CD. EA. SIDE
ETAL STUDS (2ro GA)
11
O.C. W/ BRACING
D HE IGHT
'TOM METAL RUNNER STUD
:EW TO GONG. FLOOR
GALV. DRIP ON
P.T. 1"X2" NAILER ON
2"Xa" FASCIA BD.
1/2 " STUCCO
&OFIT W19," X
&GREENED VENT 4"-0" o
STUCCO ON a"
LONG. BLOCK WALL
W/ #9 LADDER TYPE NOR.
REINF, 0 1ro" O.C. AND
"a HOR. REINFORCEMENT
-, 5 IN GROUTED
CELL EACH SIDE
OF WINDOW AT OR ]DOOR
WHERE THE COLUMN IS
NOT PROVIDED
FIN. FLOOR
5/a" TO. MIN, EXT. GRADE
PLYWOOD SHALL BE
NAILED W/ 106 '3 a" O.G.
PANEL EDGES 8 INTERMEDIATE
5UPPORTS, 10d 0 4' O.G. 0
GABLE ENDS
ASPHALT SHINGLES ROOF ON 30 # FELT
TINCAPPED ON 5/a' DCX PLYWOOD NAILED
TO RAFTERSW/ ad e 6" O.C. @ PANEL EDGES
INTERMEDIATE SUPPORTS, 106 4" O.G.
GABLE ENDS
12
PRE-FAB WE). TRUSSES 2'-0" O.C.
10' BATT INSULATION (R-30)
5/a" TYPE X GYP, BD. CLG. FINISH
a' X 12" MIN. GONG. TIE
BEAM W/ 4 # 5 BARS
8 2 '5 0 X 5'-0" CORNER 5AR5
BENT 30" EA. WAY,
(4) #3 STIRRUPS IT 12" O.G. s CORNER,
*3 STIRRUP 0 4a" O.G. REMAINING
1" X 3" P. T. FIRE STOP
AND AT MID POINT
1/2" GYP. BD. TAPED &
JOINTED ON 1" X 2" PRE55URE
TREATED FURRING �@ 2'-0' O.G.
WITH 3/4" INSULATION (R-3)
4" TILE BASE
4" REINFORGED CONCRETE SLAB WITH roXro-W1.4xW1.4
WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL
COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE
OF ANY ROCKS WITHIN 12' BELOW THE FLOOR
SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER.
i
VIF
,,
i
TYPICAL WALL SECTION'
FIN. GRADE %x
A-1 SCALE: 3/4" = 1 --0," , ;
cc
SCOPE OF WORK
1. ADDITION TO RESIDENCE OF CONCRETE BLOCK WALLS, FOOTINGS,
CONCRETE FLOOR, EXTERIOR WINDOWS AND DOORS
2. NEW ROOF OVER ADDITION AREA
3. MISCELLANEOUS STUCCO WORK
4. PAINTING - EXTERIOR AND INTERIOR
5. PLUMBING - NEW MASTER BATH
�. MECHANICAL - NEW CU, AHU, AND DUCTS
1. ELECTRICAL - NEW OUTLETS, SWITCHES, AND LIGHTS
WORK, IF THE PROPERTY I& DECLARED &U55TANTIALLY IMPROVED OR DAMAGED AND
THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL BE ELEVATED IN
ACCORDANCE WITH CHAPTER 10 OF THE MIAt11-DADS COUNTY CODE.
LEGAL DESCRIPTION
LOT 1, BLOCK 9 OF 'COCOPLUM TERRACE ADDITION PART TWO", ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 49, PAGE 1a,
5.7 SQ.FT. OF THE PUBLIC RECORDS OF MIA1"11-DADS COUNTY, FLORIDA.
MIN. OPNG.
c
EGRESS WINDOW OPENING DETAIL
FINISH FLOOR
ZONING LEGEND ZONED RU-1
NET LOT AREA _ __ _ _ _ 10,434 5F
FOOTPRINT ALLW'D. (roO%) _ _ _ _ (o,260 SF
EXISTING FOOTPRINT _ __ _ _ _ _1,522 &F
PROPOSED ADDITION FOOTPRINT -- - - - - - 1,221 SF
TOTAL PROPOSED FOOTPRINT _ _ _ _ _ _ 2,149 SF
HEALTH DEPART. LEGEND
TOTAL FLOOR AREA _ _ _ __ _ _ _ _ 2,74 J SF
NOTE:
THE SEPTIC SYSTEM IS 75' AWAY FROM ADJACENT
SEPTIC SYSTEM, WELL, OR BODIES OF WATER.
NOTE:
ALL RAINWATER WILL BE KEPT ON SITE.
NOTE:
THERE ARE NO PERTINENT (FEATURES ON ADJACENT
PROPERTIES AND ACROSS THE STREET THAT MAY
AFFECT THE SYSTEM INSTAILLATION.
SITE GRADING MUST BE PROVIDED IN A MANNER AS TO RETAIN
STORM WATER RUN OFF WITIHIN 51TE AND PREVENT RUN OFF
INTO ADJACENT PROPERTY AS WELL AS DIRECT SURFACE WATER
RUN OFF INTO LAKES OR C.ANAL5,
TOP OF CONC. FTG.
a
a a
J.
TYPICAL WALL SE
A-1 SCALE: 3/4'. = 1'-0"
Kl" CONCRETE DRIVEWAY
ON WELL COMPACTED
SAND 4 SOIL BASE
W/ a"xa" TH. EDGE
zI
Lu
i
�I
cal
� 0
r
� I -
EXISTING
WATER METER -
I
EXISTING
1' WATER SERV.
EX15TING TREES
TO REMAIN
12 "H x 10 "W CONC. FTG.
W/ (2) ;`5 D I A, CONT.,
8 2 #5 0 X 5'-0' CORNER BARS
BENT 30" EA. WAY,
CTION
EXISTING �t
RESIDENCE
5.a5'
Il.ro'
EXISTING
DRIVEWAY
CONTROL
VALVE
I
J
141.00
EXISTING 4' HIGH —
CHAIN LINK FENCE
A
' SITE PLAN
SCALE: 1 " = 20'-0"
NORTH
6
AREA OF
ADDITION
EXISTING
SHED
a'
S'
all
,per
EXISTING
OVERHEAD
ELECTRIC SERV.
511 S.F. (11, X 33.ro')
DFA! NFIELD Q
vi
EX15TING
1050 GALLONS 3
SEPTIC TANK
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DRANIJ
G.C.
_HECrED
C. M.
DATE
12-13-2006
AL_
AS SHOWN
JOD rao
22-2006
sH-ET
A- I
1 7 S,HF_T,