00-0529-016 AA C000080 $
- - - Sint-e-_,00
6401 SW 87th Ave.
--_- ---- - _---Mia,mi;_ Florida, 33173
= X305) =271 - 1000
EXISTING -- -
MR William Friedman, R.A.
AR 0002115
43.2 45.1
sG�ALFI - PANTRY D.W. SINK
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REF. REF.
PANTRY ,/�% %
WEST ELEVATION
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I'll IA 1. 1 22 45.1 22 RELOCATE EXIST.
NEW I--
A/C UNIT
AIR HANDLER
STUCCO
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- - - - - - - - - - - - - - - - - - - - - - - - - -
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-NORTH E L E VAT I 0 N 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 6X6_
1 /4'p=1 r CF
1. DUCTWORK SHALL BE 1 1/2" THICK. 3 POUNDS PER CUBIC FOOT WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, � 1
DENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE MOTOR HUM, VIBRATION, OR MECHANICAL MOVEMENT.
SPECIFIED. DUCKWORK SHALL BE FABRICATED AND INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS �I -
TO "ASHRAE" & "SMACNA" STANDARDS. REQUIRED FOR EASY ACCESSIBILITY. CONNECT TO 4"0
I
EXIST. A C
EXIST. FLAT /
SEMENT TILE ROOF DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE 6• A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT, MOUNT — — — 120 8X8
41-DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ THERMOSTAT 5'-0" ABOVE FINISHED FLOOR. U.O.N. CF
12 "NFPA" STD. N0. 90A AND/OR 90B. DUCTWORK AND COMPONENTS X8 -ZI
SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM CONSTRUCTION. DIFFUSERS EXIST. 6 X 12 CF 165 +, IF 8X8 FC
METAL DRIP SPECIFICATION. 3 TESTS. PROVIDE FIRE DAMPERS WHEN CROSSING F. RATED WALLS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS WOOD BEAM " 6 0 165
MIN. 26 GA. GALV. METAL DRIP _ _
{ — — — — — — — — —
NOT LESS THAN 2" WIDE OR CEILING. ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR — � 6-0
.
NOT WITH MIN, N GA PRE-FAB ROOF TRUSS ®2'-0" BY ARCHITECT.
ANNI�LAR RING SHANK NAIL �
® 4 O.C., THE DRIP OR FACE O.C.-SEE SHOP DWGS. 2. COORDINATE LOCATIONS. SIZE & OPENINGS W/OTHER TRADES ON THE ,+
FLANGE SHALL BE A MIN. LA 2" JOB. A/C CONTRACTORS. SHALL PROVIDE THE COMPLETE DUCT SYSTEM 8• UNDERCUT DOORS. 1" A.F.F. AS INDICATED. 6
IN WIDTH. DRIP SHALL BE LAPPED A MIN.
OF 4' ® PERIMETER LAPS AND SHALL BE W/ TURNING VANES AT ALL ELBOWS. SPLITTERS & DAMPERS. AS "
yy�,gppED AROUND ,q� 10 �S
LAPPED A MIN. OF 5'p® CORNERS REQUIRED. 9. ALL REFRIGERANT PIPING SHALL BE COPPER-HARD-DRAWN TYPE L-
ACR TYPE. DEHYDRATED & SEALED. ALL FITTINGS SHALL BE WROUGHT 14X14X12 FC • g
3. DIFFUSERS SHALL BE SELECTED. LOCATED AND BALANCED IN ORDER COPPER ALL JIONTS' SHALL BE MADE WITH HIGH TEMPERATURE BRAZING
\ 1
1 THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY ALLOY OF NOT LESS THAN 5% SILVER. PIPING INSULATION NOT LESS
& DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: THAN 3/4" THICK "ARMAFLEX". LIQUID & SUCTION LINES SHALL BE
6" R-30 FIBERGLASS SIZED ACCORDING TO EQUIPMENT MANUFACTURER'S RECOMMENDATIONS
BATT INSULATION INSIDE OUTSIDE RELATIVE HUMIDITY FOR EQUIVALENT LENGTH OF PIPING RUN FOR CONNECTED TONNAGE.
2'-0" COOLING - 76DB 91 DB - 79WB 50% TO 60% ALL PIPING ACCESSORIES SHALL BE CONSTRUCTED AS SUGGESTED BY
1 D DRYWALL ON 1X3 EQUIPMENT MANUFACTURER. ALL PIPING SHALL BE EVACUATED PER
WD FURRING ® 16" O.C. HEATING - 72D6 45DB
GOOD PIPING PRACTICE BEFORE STAR-UP. PROVIDE FILTER/DRYER
4" CONT. SCREEN VENT 1" X 4" P.T. FIRE STOP AND SIGHT CLASS ON LIQUID LINE.
METAL LATH & STUCCO FLOOR PLAN
n ,
5/8" PLYWOOD ROOF SEMCO TAPL16 (6)-10d X 1-1 2"
SHEATHING NAILED W/ 8d SEAT (11) 10d STRAP CAPACITY -1535 EXISTING ROOF s
COMMON NAILS SPACED ® SEE FRAMING PLAN
6" O.C. ® PANEL EDGES AND
® INTERMEDIATE SUPPORTS CONCRETE A s
/ TB - ##8 X 12
BENT#CEN ER ®CORNERSONG I
#3 TIES ® 12",12", 48" O.C.
A
R-5 INSULATION o 0 0l LEGEND
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1/2" DRYWALL ON 1"X2" 00 8" X 12" STARTER COLUMN WITH (2 #5 X 3'-6" DOWELED INTO 3/4"0 X 5-5y8" DEEP HOLE
IN EXISTING FOOTING & (2) #5 BARS ANCHORED IN EXIST. TIE BEAM IN 3/4" X 5-5/8"
P.T. PINE FURRING ® 16" O.C. o I DEEP HOLES WITH ULTRABOND EZ10 EPDXY. #5 DOWELS MUST LAP 36 MINIMUM
8" BLOCK o
WALL REINFORCING A I
I
EVERY OTHER COURSE (TYP.)
(8-GAUGE TRUSS TYPE.) p —G=1.444 EXIST.
- EXIST.
APPLIED BASE SEE B G=2,025 AI
FINISH SCHEDULE U –1,918 GIRDER TRUSS
STUCCO (TYP.) 80LS 1 CON 5
EXIST. FLOOR SLAB ON GRADE °+�-- a #3 TIES 12" O.C.
- = / C11
4 FLOOR SLAB OVER EXIST. SLAB a NEW 4" CONCRETE SLAB Project: RENOVATION
4 MINIMUM THICKNESS REINFORCED 4 �o• ® 24" O.C. J
WITH WWF 6X6 W1.4 X W1.4 TB TB _ ° I I W/6X6 W,1.4X W1.4 W.W.M.
o N ONR FOR ED CELL)IN N 5O 8 21 X 4-1/2"
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OVER ON WELL COMP ( � r, / ,+
a
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I I HOLES WITH ULT ABON EZ 10
CLEAN 'SAND FILL FC 1 5 FOR: MRS. & MR. BEATY j
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1=1 II 1 TB u=-5st FILL 'CELL !
I _J I 6760 S.W. 68th TERRACE
A MCO TAPL1 s MIAMI FL. 33143
(6)-10d X1-1/2" ,
SEAT (11) 10d STRAP FC 1#5
CAPACITY –1535 FILL CC ELL 10" X 16" FTC. Commission. Number:
i d I W/ 2 #5
+ " " ► " r n r " , ,r l r r + r, r "I ► n , rr + n r rr SEMCO TWO TAP 12 (8)-10d EACH ( r n
>r 10X16 CONCRETE FTG. _81 2 -0 2 -0 ,.
N 2#5 CONT. - - - r, 2=�-,r< CAPACITY-21 t ��
- SEMC APL16 6 –tOd X 1-1/2" � .:;'..•••...�
Drawn by:
FOUNDATION PLAN . ► �� .,
FRAMING PLAN WIND GOADSAaA� =�so P
EX I ST -A - 25 PSF 1/4"= . ,� ;
SECTION 0 N A LIVE LOAD ,t �` � uvAn" D. wow r , Date: 10/06/00
1/4 =1 r -, ,
3/4"=1' DEAD LOAD - 30 PSF .
NET UPLIFT - -51.5 psf (COMPONENTS) r'1 Tas S' W
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