00-0529-025 AA C000080
5L;ite 100
6401 SW 87th Ave.
EXISTING ---/ „� - ,- Florida, 33173
(305) 271 - 1000
William Friedman, R.A. R
AR 0002115
SS
PANTRY D.W. SINK 1
I
EXISTING RANGE 1010
010 :
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REF. REF. PANTRY %j
WEST ELEVATION
1/4"=1 '
EXISTING �---�
x0W
I L I I-
22 22 6' WOOD FENCE EXISTING
RESIDENCE
STUCCO j r — DRYER
NEW TABLE ISINKI I HWH VENT : _
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O
- - - - - - - - - - - - - - - - - - - - - - - - - - RELOCATE EXIST. L
A/C UNIT
AIR HANDLER
NORTH ELEVATION
1/4"=V
0
1
ETAL DRIP SPECIFICATION. EXIST. FLAT
AIR CONDITIONING SYSTEM - GENERAL NOTES 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED
AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND C
NMIpN. 26 GA. GALV.” METAL DRIP SEMENT TILE ROOF 1. DUCTWORK SHALL BE 1 1/2" THICK. 3 POUNDS PER CUBIC FOOT I �Q 6X6 ^,
NAIIE�E WITTHMIN? 12 IGA WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, 1 )
4 �
DENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE MOTOR HUM, VIBRATION, OR MECHANICAL MOVEMENT.
ANNULAR RING SHANK NAIL SPECIFIED. DUCKWORK SHALL BE FABRICATED AND INSTALLED IN
® 4 O.C., THE DRIP N FACE 12 ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING
FLANGE SHALL BE A MIN. OF 2" _
ORIN WkpTH. DRIP SHALL BE LAPPED A MIN. TO "ASHRAE" & "SMACNA" STANDARDS. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS
APP D PERIMETER RI R PS AND SHALL BE 3
E p 1 0 8X8
PPED A MIN. OF 5 CORNERS REQUIRED FOR EASY ACCESSIBILITY. 1
DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE CONNECT TO — — — — — -
5/8" PLYWOOD ROOF DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ EXIST. A/C j
SHEATHING NAILED W/ 8d PRE-FAB ROOF TRUSS 02'-0" "NFPA" STD. NO. 90A AND/OR 90B. DUCTWORK AND COMPONENTS 6• A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT, MOUNT CFM
COMMON NAILS SPACED 0 O.C.—SEE SHOP DINGS. SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 THERMOSTAT 5'-0" ABOVE FINISHED FLOOR. U.O.N.
6" O.C. 0 PANEL EDGES AND 6" CF
TESTS. PROVIDE FIRE DAMPERS WHEN CROSSING F. RATED WALLS CF l � 15O
IN ERMEDIATE SUPPORTS OR CEILING. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM CONSTRUCTION. DIFFUSERS 5
SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS EXIST. 6 X 12 6"
2. COORDINATE LOCATIONS. SIZE & OPENINGS W/OTHER TRADES ON THE ON ALL GRILLES & DIFFUSERS. TITUS OR ALREGUIDE FINISHED COLOR WOOD BEAM
JOB. A/C CONTRACTORS. SHALL PROVIDE THE COMPLETE DUCT SYSTEM BY ARCHITECT. — — — �— — — — — — — — —
» W/ TURNING VANES AT ALL ELBOWS. SPUTTERS & DAMPERS. AS El
..
• , , •. 6 R-30 FIBERGLASS REQUIRED. 8• UNDERCUT DOORS. 1" A.F.F. AS INDICATED. 10., 14X 14X 12
BATT INSULATION
2'-0" 1/2- DRYWALL ON 1"X3" 9. ALL REFRIGERANT PIPING SHALL BE COPPER-HARD-DRAWN TYPE L-
WD FURRING ® 16" O.C. 3 DIFFUSERS SHALL BE SELECTED. LOCATED AND BALANCED IN ORDER
THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY ACR TYPE. DEHYDRATED & SEALED. ALL FITTINGS SHALL BE WROUGHT
4" CONT. 1" X 4" P.T. FIRE STOP DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: COPPER ALL JIONTS SHALL BE MADE WITH HIGH TEMPERATURE BRAZING
SCREEN VENT ALLOY OF NOT LESS THAN 5% SILVER. PIPING INSULATION NOT LESS
INSIDE OUTSIDE RELATIVE HUMIDITY THAN 3/4" THICK "ARMAFLEX". LIQUID & SUCTION LINES SHALL BE
METAL LATH HUGHES TA-20R TRUSS ANCHOR SIZED ACCORDING TO EQUIPMENT MANUFACTURER'S RECOMMENDATIONS
COOLING - 76D8 91 DB - 79WB 50� TO 60%
& STUCCO W/ 9-10d NAILS THRU STRAP FOR EQUIVALENT LENGTH OF PIPING RUN FOR CONNECTED TONNAGE.
HEATING - 72DB 45D8 � � A�
SEE FRAMING PLAN ALL PIPING ACCESSORIES SHALL BE CONSTRUCTED AS SUGGESTED BY �
EQUIPMENT MANUFACTURER. ALL PIPING SHALL BE EVACUATED PER I
CONCRETE TIE BEAM - 8 X 12 GOOD PIPING PRACTICE BEFORE STAR-UP. PROVIDE FILTER/DRYER B
W/ 4#5 CONT. 2#5 60" LONG AND SIGHT CLASS ON LIQUID LINE.
_ BENT CENTER 0 CORNERS
#3 TIES 0 12",12", 48" O.C.
HVAC PLAN
\-12" DRYWALL ON 1
I s
PT. PINE FURRING 0 X2 16" O.C. LEGEND
A
8" BLOCK
STUCCO (TYP.) WALL REINFORCING 0. EXISTING ROOF TRUSESS i 1
EVERY OTHER COURSE (TYP.)
(8-GAUGE TRUSS TYPE.) b. EXISTING 16" X 8" TIE BEAM WITH (4) #6 _
—�— A
APPLIED BASE SEE C. EXISTING 8" MASONRY WALL I C
FINISH SCHEDULE
EXISTING FLOOR SLAB ON GRADE d. #5 X 3'-6" DOWELED INTO EXISTING FOOTING IN 3/4" 0 X 5-5/8" DEEP HOLE
&
1 FILL CELL NSW FLOOR SLAB OVER EXIST. S #5 IN GROUTED CELL ANCHORED IN EXISTING TIE BEAM IN 3/4" 0 X 5-5/8" DEEP
#15
& .-IOOK TOP & BOTTOM 4 MINIMUN THICKNESS REINFOCE HOLE WITH ULTRABOND EZ10 EPDXY. #5 DOWEL & #5 BAR MUST LAP 36" MINIMUM E I /
LOCATE AS PER PLAN WITH WWF 6X6 W1.4XW1.4 /
e. 8" X 8" STARTER COLUMN WITH (2) #5 X 3'-6" DOWELED INTO 3/4" 0 X 5"-5/8" DEEP HOLE I I D p �i
a • ; IN EXISTING FOOTING, & (2) #5 BARS ANCHORED IN EXISTING TIE BEAM IN 3/4" 0 X 5"-5/8" �H C
a DEEP HOLES WITH ULTRABOND EZ10 EPDXY. #5 BARS & #5 DOWELS MUST LAP 36" MINIMUM D G %
E E
D
GRADE — — — — ,l i, ,/� D
—t � 9. 8" X 8" CONCRETE SILL WITH (2) #4
H H ,�. Project: RENOVATION
lot
T
I� - IITi-T h. NEW 8" MASONRY INFILL WITH NO. 9 TRUSS-TYPE HORIZONTAL JOINT REINFOCEMENT ; K L
- -� ON 16" CENTERS. JOINT REINFORCEMENT TO EXTEND AT LEAST 4 INCHES INTO STARTER COLUMNS. i FOR. . MRS. & MR. BEATY
i % ' /=�� % i i' /
N ° ' 1OX16 CONCRETE FTG. I. #5 X 8" X 10" "L" BARS ON 24" VERTICAL CENTERS. ANCHOR IN EXISTING WALL IN
2#5 CONT. 3/4" 0 X 5-5/8" DEEP HOLES WITH ULTRABOND EZ10 EPDXY. 6760 S.W. 68th TERRACE
k. EXISTING FLOOR SLAB ON GRADE U U 20 " A MIAMI, FL. 33143
/� 4 — Commission Number:
EX I ST. S ECTI O N A—A L. NEW FLOOR SLAB OVER EXISTING SLAB; 4" MINIMUM THICKNESS REINFORCED WITH 8 BLOCK INFILL
3/4" 1' WWF 6 X 6 W1.4 x w1.4 8"X8" STARTER COLUMN Drawn by: J.R.C.
M. EXISTING TIE BEAM
EXISTING WALL � .
� 0h � ,
DETAIL (D '
. n. NEW BEAM OVER DOOR OPENING 12" MINIMUM X 8" WIDE REINFORCED WITH (2) '` • �� � •.. � �. Date: 06/26/0.0
5 TOP & BOTTOM & #3 STIRRUPS ON 8" CENTERS. NTS E LE VAT I O N R II �i LL `�:•: {
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