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00-0529-007 AA 0000080 a - - Suite 100 6401 SW 87th Ave. _ �-- --- - - Miami, Florida, 33173 (305) 271 - 1000 EXISTING - -- — --- _ �^, William Friedman, R.A. _-- -- - r- - - - I -- — - AR 0002115 CSAFfYr! ! �� " -=r PANTRY D.W. SINK i --`GLAS6 , l RANGE EXISTING — — — 1---— - - -- - REF. REF. PANTRYE WEST ELEVATION 1 /4"=1 _ OW _ EXISTING - --- - - - _ _ _ - - EXISTING �• - _ _ = RESIDENCE - --- ------------- - -- _ NEW TABLE VENT - - - z - 6' WOOD FENCE NEW RELOCATE EXIST. - 22 45.1 22 I �_ _ A/C UNIT 0 _ �,, _ f,•r_ AIR HANDLER STUCCO Li Li L ET - _..--�- -,-=--'-��; ��-�-T - - - - - - - - - - - - - - - - - - - - - - - - - - ---�-- � BATH •- TUB A/C . . NORTH E L E VAT I 0 N AIR CONDITIONING SYSTEM - GENERAL NOTES 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED - tM • 1 /4"= 1 ' AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND 6___ 1. 'DUCTWORK SHALL BE 1 1/2" THICK. 3 POUNDS PER CUBIC FOOT WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, - ,C 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 "0 y} I TO "ASHRAE" & "SMACNA" STANDARDS. REQUIRED FOR EASY ACCESSIBILITY. CONNECT TO EXIST. A/C -°- - EXIST. FLAT DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE 6• A C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT, MOUNT _ 120 8X8 SEME NT TILE ROOF / - ---- — - � ' 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 - • _ SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM CONSTRUCTION. DIFFUSERS EXIST. 6 X 12 CFM 165 F 8X8 FC METAL DRIP SPECIFICATION. MIN. 26 GA. GALV. METAL DRIP 3 TESTS. PROVIDE FIRE DAMPERS WHEN CROSSING F. RATED WALLS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS WOOD BEAM 6„o 6 165 NOT' LESS THAN 2" WIDE OR CEILING. ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR NAILED WITH MIN. 12 GA PRE-FAB ROOF TRUSS ®2'-0" BY ARCHITECT. ANNI,lLAR 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 6"0 FLANGE SHALL BE A MIN. OF 2" JOB. A/C CONTRACTORS. SHALL PROVIDE THE COMPLETE DUCT SYSTEM 8• UNDERCUT DOORS. 1" A.F.F. AS INDICATED. IN WIQTH. DRIP SHALL BE LAPPED A MIN. 1 OF 4' @ PERIMETER LAPS AND SHALL BE W/ TURNING VANES AT ALL ELBOWS. SPUTTERS & DAMPERS. AS apE AROUND N REQUIRED. 9. ALL REFRIGERANT PIPING SHALL BE COPPER-HARD-DRAWN TYPE L- 10 LAPPED DA MIN. OF AY'® CORNERS 14X14X12 - -- --- ACR TYPE. DEHYDRATED & SEALED. ALL FITTINGS SHALL BE WROUGHT FC a 3. DIFFUSERS SHALL BE SELECTED. LOCATED AND BALANCED IN ORDER COPPER ALL JIONTS SHALL BE MADE WITH HIGH TEMPERATURE BRAZING THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY ALLOY OF NOT LESS THAN 5% SILVER. PIPING INSULATION NOT LESS R & 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 GATT INSULATION INSIDE OUTSIDE RELATIVE HUMIDITY FOR EQUIVALENT LENGTH OF PIPING RUN FOR CONNECTED TONNAGE. " COOLING - 76D6 91 DB - 79W6 50% TO 60� ALL PIPING ACCESSORIES SHALL BE CONSTRUCTED AS SUGGESTED BY 1 2 DRYWALL ON 1X3 2 -0 ---- - / -- �_ HEATING - 72DB 45DB EQUIPMENT MANUFACTURER. ALL PIPING SHALL BE EVACUATED PER N WD FURRING ® 16 O.C. -{ __ GOOD PIPING PRACTICE BEFORE STAR-UP. PROVIDE FILTER/DRYER 4" CONT. SCREEN VENT -y 1" X 4" P.T. FIRE STOP AND SIGHT CLASS ON LIQUID LINE. FLOOR PLAN 1 5/8" PLYWOOD ROOF -- - _ - SEMCO TAPL16 (6)-10d X 1-1/2" 1 /4"= 1 ' SHEATHING NAILED W/ 8d - SEAT (11) 10d STRAP CAPACITY -1535 EXISTING ROOF a COMMON NAILS SPACED © - -- SEE FRAMING PLAN j 6" O.C. @ PANEL EDGES AND - ® INTERMEDIATE SUPPORTS ----- -- - --- - $ 7 CONCRETE TB - 8 X 1�2 x -- W 4#5 CONT. 2#5 60 LONG --- -- - o BENT CENTER ® CORNERS - —_ „ #3 TIES ® 12",12", 48 O.C. R-5 INSULATION o o �' LEGEND r= " " " °0 8 X 12 STARTER COLUMN W TH 2 1 2 DRYWALL ON 1X2 O #5 X 3'-6" DOWELED INTO 3/4"0 X 5,-5/8" DEEP HOLE - o IN EXISTING FOOTING, & (2) 5 BARS ANCHORED IN EXIST. TIE BEAM IN 3/4" 0 X 5-5/8" i== P.T. PINE FURRING 16 O.C. DEEP HOLES WITH ULTRABOND EZ10 EPDXY. #5 DOWELS MUST LAP 36" MINIMUM -- 8" BLOCK o ---N WALL REINFORCING A o _- EVERY OTHER COURSE (TYP.) (8-GAUGE TRUSS TYPE.) o'. G=1,44 4 _cV EXIST. EXIST. APPLIED. BASE SEE �I B U=2,0958 GIRDER TRUSS N 8 X 1 2 CONC. FINISH SCHEDULE - o COLS. W/4 #5„ STUCCO (TYP.) _ �_ � EXIST. FLOOR SLAB ON GRADE — ---- 3 TIES © 12 O.C. i u �� i- \ -- -1 NSW FLOOR SLAB OVER EXIST. SLAB , WE 6X4" CONCRETE SLAB 1� ' 4 MINIMUM THICKNESS REINFORCED o x 4 ro• 24 O.C. Project: RENOVATION WITH WWF 6X6 W1.4 X W1.4 0 TB TB I ° I i OVER 6 MIL CONT. VAPOR I I ANCHOR IN EXISTING COLUMN c a I ' - ` I OR FILLED CELL) IN 5/8"0 X 4-1/2" --- r- a --- CLEAN SAOND FILLL COMP ( R D / o C cD I I HOLES WITH ULT AEON EZ10 __ • ° a I G=513 FC 1 5 i ( FOR: MRS. & MR. BEATY GRADE _ = Tg _ z FILL CELL - N U=-561 6760 S.W. 68th TERRACE MCO TAPL16 .,-- - MIAMI, FL. 33143 - ' q 0, O (6)-10d X1-1/2" L_ SEAT (11) 10d STRAP �FC 1#5 0" 16" FTG. Commission Number: CELL ELL ---- -- d _ - ,� „ „, „ „� , "� „ CAPACITY -1535 W/ 2' #5 1OX16 CONCRETE FTG. 2'-0 2' ' N - - - - - , „ B SEMCO TWO TAP 12 (8)-10d EACH ------ -- -- - - - °_ 2#5 CONT. r - r - CAPACITY-2110 r ----- ----- - �- 4--- - - ---- --- r ,•�'�.U•/I # 2--Q_,,2__0. 2-9. 2 0 ---$ --�. 2 --4 2 -Q 2 -0 2 -0 . 2 2 _Q Drawn b • •°° OSFAT(5)A od s46�APOd X 1-1/2" FOUNDATION PLAN ; �`�,:,� � , r�,�•.° i �►'� y' WIND LOADS IfY FRAMING PLAN CAPAC -700 1/4"=1 ' , EXIST. SECTION A-A LIVE LOAD - 25 PS F ' � I e t-N Date: 10/06/00 •.' v, •J t i,' e'. 3/4"=1' 1 /4"=1 DEAD LOAD - 30 PSF NET UPLIFT - -51 .5 psf COMPONENTS) -73.6 psf OVERHANGS) ~ . . ;- alb �. � ::�. , �•.� t;` ���� Sheet of 4:a�. A - 3 0 �f 5