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Toti. t.) iWr.1 (.2 .) 6 A 1A, cPztio Ale y‘ifs ..0 A 0, • OK ••.• 1. • 1( L /1,1 I 1 . 1 4. .. 1 ••••••••.• - •vv - vwbAwoorvs.... , 10.•••• •-•it - 11101.4 f.. • . • I DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A 5 UNI1"� CONCRETE SLAB. 1 2" HIL SLE STRAP. 18 X 1 - 1/4 GALV CHOR. MIN, 2 /2 P ETRATION (4 VP.) CONDENSER UNIT MOUNTING DETAILS CEILING MASON INDUS - RIES 2* X 2 X 3/4" SUPER "W PAD TYP EACH CORNER. ROOF r METAL �- DUCT EXH. FAN GRILLE — AIR INTAKE EXHAUST FAN DETAIL N.T.S. GENERAL H . V. A. C. NOTES 1. ALL WORK SHALL CONFORM WITH THE SOUTH FLORIDA BUILDING CODE, DADE COUNTY EDITION AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. 2. CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE PROJECT. 3. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF THE MECHANICAL SYSTEMS. 4. PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS. MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE. 5, SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND /OR ENGINEER BEFORE PROCEEDING WITH PURCHASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS. 6. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, ETC. 7. BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES AS INDICATED ON DRAWINGS. 8. ALL WORK SHALL BE FIELD CHECKED BEFORE INSTALLATION AND COORDINATED WITH ALL OTHER TRADES. 9. A/C CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN PERMIT AND PAYING ALL PERMIT FEES. 10. ALL SIZES SHOWN FOR LINED AND UNLINED DUCTS ARE CLEAR INSIDE DUCT DIMENSIONS. 11. CONDITIONED AIR DUCTWORK SHALL BE CLASS "1" FIBER GLASS DUCTBOARD IN ACCORDANCE WITH SMACNA'S FIBROUS DUCT STANDARDS. R -6 IN ATTIC SPACE. 12. PROVIDE VOLUME DAMPERS, TURNING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW AND BALANCE. PROVIDE MULTIPLE VANE EXTRACTORS OR SPLITTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER 11-HAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN ON DRAWINGS. 13. REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE "L" HARD OR SOFT DRAWN OR ACR COPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS. SOLDER SHALL BE 95/5, APPLIED WITH SUITABLE FLUX, 14. INSULATE REFRIGERANT SUCTION PIPING WITH 3/4" FIRE RESISTANT FOAM PLASTIC OR CLOSED CELL POLYETHYLENE PRE MOLDED PIPE INSULATION, 15. PROVIDE AIR CONDITIONING UNITS WITH MATCHING HEAT -COOL THERMOSTATS WITH ON - OFF - AUTO SUB - BASE SWITCH, FURNISHED BY EQUIPMENT MANUFACTURER. 16. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTS RUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED. 17. ALL CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUB - CONTRACTOR. MECHANICAL SUB CONTRACTOR TO FURNISH ALL MOTORS, STARTERS, AND RELAYS, ETC. 18. VENTILATION AND EXHAUST AIR DUCTWORK SHALL BE SHEET METAL PER SMACNA STANDARDS. ROOF COND ENSER UNIT. CO C. BASE 6X8 10/10 FASTEN OLD DOAN 3 ° ,° SAME SHEET. B TO E OWER dt CONT CONNECTORS QUID uNE N/o INSULA11oN SUC11ON UN�I �� VC DIA. PIPE SCH 40 \y/ MAFLEX I 1/2 BARRIER. d " ARVAPOR I LL P VC P IP E W/ RMF�BLE BRRI. RESILENT MATERIAL *ALL 3 AD CLOSET CLOSET !Am EXISTING BEDROOM EXISTING BEDROOM 1.12# yELOgrr SUPPLY Adit DUCT QUADRAINT CCPERAT FITTING— TO O Be oPR� DE U 1 g1ARD AS REQUIRED AIR FLO* *PA FLEXIBLE DUCT INSUU1TED FLEXIBLE DUCT PERFORA1ED DIFFUSER CONNECTION DTL. PER FMC SEC. 307.2.3 REQUIRES AHU TO BE PROVIDED WITH AN AUXILIARY DRAIN PAN SEAL DUCTT TAPE EXISTING DEN PER FMC SEC. 603.1.3 REQUIRES AHU CLOSETS TO BE PROVIDED A MIN. 4' CLEARANCE ON ALL SIDES OF AHU EXISTING LIVING ROOM SCALE: 4 " =1' -0" DW EXISTING KITCHEN RELOCATED REFRIG EXISTING WATER HEATER,WASHER- DINNINGROOM AND DRYER. J AC FOR NEW DEN clo clo CIO PER FMC SEC. 307.2.3 REQUIRES AHU TO BE PROVIDED WITH AN AUXILIARY DRAIN PAN PER FMC SEC. 603.1.3 REQUIRES AHU CLOSETS TO BE PROVIDED A MIN. 4' CLEARANCE ON ALL SIDES OF AHU EXISTING OPENING TO BE CLOSED OVEN SUCTION LINE CONDENSATE DRAIN. TYPICAL A/C EQUIPMENT CLOSET N.T.S. AN5 4W M10X8 N 175 CFM REF CIO EXISTING CARPORT CONVERTED INTO DEN SUPPLY DUCT EXISTING BEDROOM 8"FLEX WM FRYER L NEW PANTRY J 1 1 1 1 11 SP ACE EXIST =; BATH U X11 FILTER WD OR STL CH. SUPPORT VIBRATION NSOLATOR A.H.U. DISC TO COMPLY W/NEC 110 -16 PARTITION CONC. SLAB. EXH. FAN 4W 10 X 8 175 CFM NE BATH l 'REVISIONS IS C. ANAL ENGIf\ - STRUCTUI 167TH STf 33169 (30 11' III v EH S, DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A 1 ,\ I LEGAL DESCRIPTION. LOT 1 AND LOT 2 BLOCK 100 AMENDED PLAT OF MIAMI SHORES SECTION NO. 4 PLAT BOOK 15 AT AGE 14 OF THE PUBLIC RECORD OF MIAMI DADE COUNTY. 7 _0\1\C LI- G NGLE FAMILY ;c DUPLEX )GE OF ROOF ) FRONT SIDE XISTING ER \J. 25' -5" 35' -0" SIDE 34' -0" EXIST FLOOR f 1O' - 0" REAR 63' -0" SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE AREA ;ENT TO LAKE OR CANAL TO BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL PROPOSED ADDITION NEW CONC. FLOOR n BURGLAR \TRUSO\ HAR3WA 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300Ibs. APPLIED IN ANY MOVABLE DIRECTION, & IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY —IN— THE —KNOB —LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER 6. HINGES ON EXTERIOR OUT— SWINGING DOORS SHALL HAVE NON— REMOVABLE PINS. 7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN— SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. 8. SINGLE —SWING EXTERIOR DOORS , IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS„ INSTITUTE" STANDARD 297.1. 10. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE — STANDARD 297.1. 12. SINGLE —SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. n WEST ELEVATION SCALE: " =1' -0" EXISTING HOME EXIST FLOOR SCALE: " =1' -0" EXISTING ROOF i "PER FOOT SLOPE + 42 PSF — 46 PSF NEW CONC. FLOOR SOUTH ELE \[ATION NEW ADDITION + 42 PSF — 46 PSF EXIST HOME 0 0 23 4' 23' -2" 37.50' SWALE 2 NEW CONCPkETE PATIO EXISTING _SEPTIC AND DF NEW EXTENDE DRIVEWAY -41v LEY NORTHEAST 97 STREET 8 1/ SITE P SCALE 1'20' 43.50' L 36" SIDEWALK NEW ROD IRO\ SLIDI\O GAT BY OTHERS � A �r SCALE: h =1' CROWN OF ROAD =10.75 10' 36 ° X12 DEEP CO \C PAD FTG. W/3#-5 EA WAY \EW 16 "X16" 3L COL W/ 4#-5 & TLS © 17 °OC J L 36 "- NEW SLIDING GATE p rr ri 1 REVISIONS ., DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A -1 70NI\G LECE\3. Sc INGLE FAMILY DUPLEX LEGAL DESCRIPTION. LOT 1 AND LOT 2 BLOCK 100 AMENDED PLAT OF MIAMI SHORES SECTION NO. 4 PLAT BOOK 15 AT AGE 14 OF THE PUBLIC RECORD OF MIAMI DADE COUNTY. EIGHT ( TO )GE OF ROOF ) FRONT SIDE SIDE 34' -0" REAR 63' -0" SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE PROPERTY AREA ;ENT TO LAKE OR CANAL TO BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR NAL. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL ASTING ER r 25-5" 35'— 0" EXIST FLOOR 10' -0" PROPOSED ADDITION NEW CONC. FLOOR 11 SCALE: i " =1' -0" BURCLAR l\TRUSO\ HARDWARE. 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 3001bs. APPLIED IN ANY MOVABLE DIRECTION, & IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY —IN— THE —KNOB —LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER 6. HINGES ON EXTERIOR OUT— SWINGING DOORS SHALL HAVE NON— REMOVABLE PINS. 7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN— SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. 8. SINGLE —SWING EXTERIOR DOORS , IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 297.1. 10. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE — STANDARD 297.1. 12. SINGLE —SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. I WEST ELEVATION EXISTING HOME 1 1 EXIST FLOOR SCALE: 4 " =1' -0" EXISTING ROOF 4 "PER FOOT SLOPE NEW ADDITION NEW CONC. FLOOR SOUTH ELEVATION EXIST HOME 10' - 0" 23' -2" 37,.50' SWALE —10' T GARS NEW� CARPQRT EN LOSEI 0' EXIST CONC DRIVEWAY es. EXISTING STRUB i$P sap y Igg `s. 741 2 0 0 2 ' NEW CONC ETE PATIO EXISTING SEPTIC AND DF NEW EXTENDEC DRIVEWAY ALLEY Zoning A • prov d _ • � LVG oop (5% o) T p;2t6 1- Y Irrt tT }3L( f� A'D IQ ' t t A RAF v 1 NORTHEAST 97 STREET 1--4-x.50' 82.70' SITE PLAN SCALE' I'20' EXISTING RESIDENCE F.F.ELE= /n //' JCL' NEW ELECTRIC SLIDIND GATE SCALE: n" SIDEWALK ------------------------- - - - -- - - - - - - -- It? 3l5 "L dict- '1e►de C i+.! f y ; +,t I0 if PLbi' \EW ROII IRON SLIDING GATE BY OTHERS 1 0 CROWN OF ROAD =10.75 9 / 36"X36"X12 JEEP CONC PAD FTC. W/3#-5 EA WAY NEW SLIDI \G GATE \EW 16 "X16" BLOCK COL W/ 4//-5 & # 3 TIES @ 1I "OC 1 1 I I I I P r 0 ' 5 SHEETS 1 REVISIONS SC. >NAL ENGIN - STRUCTU 167TH STE 33169 (3C 1 10 4) 11 1 Q CO (0 N LL_ 1 (0 CY (I I I n • • DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A /--) L_ f■t�- 411 W I 1 CLOSET CLOSET EXISTING BEDROOM EXISTING BEDROOM I■ tpr•■•■=3:11 EXIST BATH c�] clo EXISTING LIVING ROOM SCALE: " =1' -0" EXISTING DEN EXIST FLOOR, PLAN OW / DOOR ATTACHVE\T NOTE: PROVIDE 1/4" DIAMETER X 1 1/2" LONG TAPCON INTO DOOR AND WINDOW BUCK AND D AT 16" 0.C. TYPICAL AS PER S.F.B.C. LATEST EDITION. INSTALL 1" X 3" P.T. WOOD BUCK AT WINDOWS INSTALL 1" X 4" P.T WOOD BUCK AT DOORS. EXISTING STUCCO FINISH. 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP. CONT. 112 ROUND DRIP. CONT. SEALANT AND BACKER ROD, GLASS & ALUM. FRAMED WINDOW UNIT. HEAD EXISTING 8' X 12' CONC. TIE BM. GYPSUM BOARD FIN. INSULATION (TYP.) P.T. 1' X WOOD NAILERS AND FURRING STRIPS 3/16' ❑ X 5' LONG (MIN) 'TAPCON' CONC SCREWS a 12' ❑.C. STAGGERED AND COUNTERSUNK INTO P.T. WD. 2' X 4' BUCK SET W. LIQUID NAIL a HEAD AND SILL. CONT. SEALANT AND BACKER ROD, I■1 3/16' 0 X 5' LONG (MIN.) 'TAPCON' CONC SCREWS 2 12' O.C. STAGGERED AND COUNTERSUNK INTO P.T. WD, 2' X 4' BUCK SET W/, LIQUID NAIL Et HEAD AND SILL. CONT. SEALANT AND BACKER ROD, 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP. 8' X 8' C ❑NC, CAP. EXISTING STUCCO FINISH. clo clo clo 111 soh EXIST KITCHEN REF. C SOIL STATE ON SITE OBSERVATION INDICATES A SOIL CONDITION SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF BREAKING, A LETTER ATTESTING THAT THE SITE HAS FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UP BASED SHALL BE SUBMITTED. SILL EXISTING BEDROOM v EXISTING COVERED CARPORT LAUNDR EXIST BATH E \T utility GLASS S. ALUM. FRAMED WINDOW UNIT. CONT. CAULKING AND BACKER ROD. CONT. MUD SET MARBLE SILL. P.T. 1' X WOOD NAILERS AND FURRING STRIPS EXISTING 8' CMU WALL WITH 8' X 12' CONC. TIE BM. P.T. 1' X WOOD NAILER AND FURRING STRIPS GYPSUM BOARD FIN. INSULATI ❑N (TYP.) 3 /16' ❑X5'LONG (MIN.) "TAPCON' CONC SCREWS R 12' ❑.C. STAGGERED AND COUNTERSUNK INT❑ P.T. WD, 2' X 4' BUCK SET W/. LIQUID NAIL e HEAD AND SILL. 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP. EXISTING STUCCO FINISH. CLOSET CLOSET EXISTING BEDROOM EXISTING BEDROOM 8" 1 JAMB I lr - -r--il ■ EXIST BATH clo • EXISTING DINNINGROOM CONT. SEALANT AND BACKER ROD, CONT. SEALANT AND BACKER ROD. NEW METAL FRAME FRENCH DOORS EXISTING LIVING ROOM SCALE: " =1' -0" NEW 8' x 8' (MIN)CONC. FILLED BLOCK CELL W/ 1 - #5 VERT. GLASS & ALUM. FRAMED WINDOW UNIT, EXISTING DEN DW STRUCTURAL PLAN FOOTI \G 8c COLUN 10' 1 OVEN clo clo clo 1 ■1 NEW OPENING 5' -10 EXISTING OPENING TO BE CLOSED sir< 6 NEW CLO 3 EXISTING KITCHEN RELOCATED WATER HEATER,WASHER AND DRYER. REF c 0 EXISTING CARP_9RT CONVEf�TED.INTO DE 5"J SI P DOW _N'TO EN EXISTING OPENING TO NEW LOCATION REMAIN WASHER DRYER EXISTING BEDROOM WM 20' -2' EXIST WINDOW 6 ' 8" NEW DOOR DRYER SEE SCHEDULE 11 EXIST G BATH c�] SCHEDULE. 11111111111 ' xisr J cLo CONVERTED INTO BATH 1 1 3 32" .. 1 # 5 VERTICAL IN BLOCK CELL FILLED W/ CONCRETE AS SHOWN. 8 "X12" CONCRETE COLUMN W/ 4 #5 VERTICAL & # 3 TIES © 8" O.C. MAX. EXISTING CBS WALLS 10J EMAIN 12" x 16" CONCRETE FOOTING W/ 2 #5 CONT. TYPICAL W/2 # 5 X 5' —O" CORNER BARS AT EACH CORNER TYP. 8 "X12" CONCRETE STARTER COLUMN W/ 4 #5 VERTICAL & #3 TIES ©12" O.C. MAX. G ©NC- FO&TING V\t/4 #5— VER- TIG-AL. _____,,84--#----3 ,______/,__, / \ 6 4" CONCRETE SLAB W/ 6X6 10/10 W W.M. OVER VAPOUR \ / BARRIER & CLEAN, WELL COMPACTED FILL. REVISIONS ■ ■ ■ C. >NAL ENGII\ - STRUCTUI 167TH STE 33169 (30 / l . II 1 (0 Q N LL_ c0 III ° v S DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A , J, USP 1TA16 FASTENED W /10- 16d NAILS METAL P. W D� WOOD A TO MATCH EXISTING. IIN' . STUCCO SOFFIT w/4 "X23" SCREEN VENT ® 6' -0" O.C. 1/2" STUCCO FINISH TEXTURE AS CHOSEN BY OWNER OR MATCH EXISTING. CONCRETE BLOCK WALL. W #8 TRUSS TYPE REINF. AT EVERY OTHER COURSE >'P. EXPANSION FINISH GRADE. TY 1' -0" V X 16" .1= - AL WALL S SCALE: 3/4 " =1' V EAST ELEVATION SCALE: " =1' -0" CO 3 PLY BUILT UP MEMBRANE ROOF ON 5/8" C.D.X. PLYWD SHEATING. 3" x 10" WOOD RAFTERS AT 24" 0.C. MAX. CTIO\ 9" BAT INSULATION R30 MIN. 1 "X3" CROSS FURR C� 16" 0.C. TYPICAL. 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD. 1"X3" WD. FIRE STOP. 8 "X12" CONCRETE TIE BEAM W/4 1,15 CONT. ij3 STIRUPS 12' 0.C. & 5 LEGS BENT EACH WAY © CORNERS. REMOVE EXIST WOOD BEAM 1"X2 P.T. FURR 16" 0.C. 3/4" RIGID INSUL. R -5 MIN. 1 LAYER 1/2" GYPSUM WALLBOARD TYPICAL. 4" WOOD BASE. 4" CONCRETE SLAB W /6 "X6" W.W.M. VAPOUR BARRIER. CLEAN WELL COMPACTED FILL. 12 "X16" CONCRETE FOOTING W/2 #5 CONT. 10'- EXISTING 3 "X10" ROOF TO REMAIN III 1111 EXISTING 110 3"X1"0' LEDGER BOLTED 1111 TO WALL I III 111 111 III SCALE: " =1' -0" 1 PROPOSED DEN EXISTING 3 "X10" ROOF TO - RE -M AfN— EXISTING 3 "X10" LEDGER EXISTING ROOF TRUSS BOLTED TO REMAIN TO WALL III- EXISTING III "X10" GOOF TO I II REMAIN- 11- if 1 EXISTING ROOF PLAN 1 1 Net Uplift =2471b Reaction = 265Ib USP -JL26- HANGER W /6N0. 10dx14 ON GIRDER & 4N0. 10dx1 / ON JOIST -- 25' - 0u Net Uplift -5801b Reaction = 675Ib USP -HTAl2 W /7N0. 10x14 Nails ROOF WIND LOAD CALCULATIONS (AS PER ANSI /ASCE 7 -98 & FLORIDA BUILDING CODE 2001) DESIGN CRITERIA : TYPE OF STRUCTURE : ENCLOSED TYPE OF ROOF : FLAT BLT -UP HT. TO BOTT. OF SOFFIT : 0 -15' BLDG CATEGORY : "I" EXPOSURE CATEGORY : "C" GUST RESPONSE FACTOR, DESIGN VEL. PRESSURE q= 0.00256 x KzxKtz x Kd x x 1 psf WHERE Kz =.85, I = 1.00, V = 150MPH; Kd =0.85; Kzt =1.00 q = 0.00256 x 0.85 x 0.85x1.00x(150 ) x1.00 = 41.62 psf PRESSURE & FORCE COEFF. , GCp & GCpi GCp (COMPONENT AREA - RAFTER) ZONE 1 = -0.80 GCp (OVERHANGS = -2.2 (ASCE 6.7.2.1) GCpi = ±0.18 GCp (COMPONENT AREA- RAFTER) ZONE II = -1.40 GCp (OVERHANGS = -2.2 (ASCE 6.7.2.1) FACTORED WIND LOADS: q roof = q(GCp + GCpi) = 41.62(1.40 + 0.18) = 65.76 PSF ZONE II q roof = q(GCp + GCpi) = 41.62(0.80 + 0.18) = 40.79 PSF ZONE I q o'er hang = q(GCp + GCpi) = 41.62(2.20 + 0.18) = 99.06 PSF OVERHANG ACTUAL ROOF DEAD LOAD: ROOF JOIST = 2.0 PSF SHEATHING = 2.0 PSF ROOF FINISH = 3.5 PSF CEIL. FINISH = 2.5 PSF TOTAL D/L = 10 PSF L= 22' -0 "; S =1' -4" U = 39.5X22'X1.33' =580# 2 R = 45X22'X1.33' =675# 2 IN I I- FR N.T.S. Min D /L =10 PSF NET UPLIFT LOAD : U roof = q ROOF -DL = 65.76 -10 = 55.76 PSF ZONE II U roof = q ROOF -DL = 40.79 -10 = 30.79 PSF ZONE I U o'erhang = q ROOF -DL = 99.06 -10 = 89.06 PSF OVERHANG q ave = 39.5PSF TOTAL GRAVITY LOADS, "G" = q ROOF + DL = 35 + 10 = 45PSF UPLIFT AND REACTION CALCULATION: 1— #5 PIN CO 24" O.0 INTERFACE OF EXIST. WALL & NEW T.Q. A C I G D T. ELECTRICAL SCI IEDULE CIRCUIT # LOAD WIRE COND. BREAK VA REMARKS wzG ____ 44 PSF HOT— WATER— HEATER #10 3/4" 30 4500 ALUM. U RANGE #6 1" 50 12000 TINTED �3 DRYER #10 3/4" 30 5000 + 42 PSF 46 PSF W.M. #12 1/2" 20 1500 REFRIGERATOR #12 1/2" 20 1500 Q u0 Cr (u 11 I U H SMALL APPLIANCE #12 1/2" 20 3000 GEN. LIGHTING /RECEPT. #12 1/2" 20 6516 2172 SF x 3W /SF SCALE SHOWN EXIST. 3.5TON STRIP HTR. #6 1" 50 10000 EXIST. 3.5 TON CU., #8 3/ 40 8000 DISH WASHER 12 1/2" 20 1500 EXIST, BATHROOM RECEPT. #12 1 / 2 " 20 1500 GFI LOAD CALC. TOTAL LOAD = 33516 � I � 0000 L 100% = 10000 ' REM 25516 ED 40% = 10206 SUB— TOTAL 20206 A/C LOAD 21500 TOTAL 41706 41706 /240 = 80.BOA ADD NEW LIGHT./RECEPT. TO EXIST. 200 AMP SERVICE — 3- 3 /0THWN IN2 " 71M� 150A MCB 150A PNL 2— 5/8" x 10' STRUCT. CU. TO ATTACHED FOUNDATION #4 GRD. STL. SOLID RODS IN BLDG. CWP Sc TO —L_ _—i ___1_ J V w 6' -0" / „I, W\DOW SCHFDULF. \A ARK SIZE TYPE MATERIAL WINS PRFSSURF REMARKS. TINTED — EGRESS POS. + 42 PS- wzG ____ 44 PSF 1 47" X 35" SWGI F HUNS ALUM. U 53" X 51" EXISTING WINDOW SINGLE HUNG TO REMAIN AI llM, + 42 PSF + 42 PSF 46 PSF 44 PSF TINTED �3 2' -8" X 6' -8" 14f EXISTING WINDOW TO REMAIN + 42 PSF 46 PSF TINTED — EGRESS 1 t-----... REVISIONS DCOR SCHEDULE. SIZE MARK MATERIAL TYPE WIND PRESSURE POS. NEG A 3 -0" X 6' -8" METAL FRENCH + 37 PSF 42 PSF B 2' -8" X 6' -8" WOOD 1 t-----... 1 I 1 Q u0 Cr (u 11 I U H II o • • REVISIONS :1 ■ IS C. ANAL ENGIN - STRUCTU 167TH STf 33169 (3C 1 t-----... 1 I 1 Q u0 Cr (u 11 I U H II o • • , DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET 4 A ) ELECTRICAL SCOPE OF WORK: LEGEND: E + - 0" OR AP EXISTING RECEPTACLES AND LIGHT FIXTIRES TO REMAIN NEW RECEPTACLES AND LIGHT FIXTURES TO BE INSTALLED. EXISTING RECEPTACLES/ LIGHT FIXTURES TO BE RELOCATED. ELECTRICAL SYMBOLS FLOOR PLAN LEGEND. ea. 1=1. sss e=a =1a 1. CHECK EXISTING ELECTRICAL WIRING /CONNECTIONS , REWIRE AND OR INSTALL NEW RECEPTACLES AS REQUIRED SEE PLANS FOR LOCATION AND SPACING.. 2. INSTALL NEW SMOKE DECTECTORS IN BEDROOMS AND HALLWAYS OUTSIDE THE BEDROOMS AS SHOWN ON PLANS. 3. BATHROOM RECEPTACLE TO BE ON SEPERATE/ INDIVIDUAL CIRCUIT. SEE ELECTRICAL PANEL SCHEDULE ON SAME SHEET. 4. INSTALL NEW RECEPTACLES, SWITCHES AND LIGHT FIXTURES AS SHOWN ON PLANS. CHECK FOR CODE COMPLAINCE. 5. INSTALL OUTSIDE LIGHT FIXTURE AND RECEPTACLE AT REAR OF BUILDING AS SHOWN ON PLANS AND THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 6. CONTRACTOR TO FURNISH ALL LABOR AND MATERIAL NECCESSARY FOR THE COMPLETION ALL ELECTRICAL WORK AS SHOWN ON PLANS. 4s v Di 0 0 4 0 2 1 i�lm ' / 1 1 O' T �- 1 1m V i 414/Ilzo AS" r,} 11 94 qAX R rAOE - EQUI PVENT RECEPTACLE V RECEPTACLE -15 AMP/120 Vu.T 1050/41W AY -TELEPHONE OUTLET -rams* ounET - DISCOIQHECT - SMOKE DETECTOR -DOOR CEIIVE -RED LIGHT FIXTURE - SURFACE MouN1ED aniNo FIXTURE - MOUNT 12' A.F.F. UNLESS O1HERAISE NOTED - VERIFY MOUNTING HEIGHT - VERIFY MwN1140 HEIGHT -FOUNT 12" A,F,F, UNLESS OTHER*SE NOTED - VERIFY MOUNTING HEIGHT - VERIFY EXACT LOCATION 1 MATAOE ANO AI,(PACI1Y As PLN4S ED - FOUNT 44' A.F.F. UNLESS OTHER*ISE NOTED -MOUNT 44' A.F.F. UNLESS O11•E }ISE NOTED - OUTDOOR FLOOD UGHTS1 100 OTT PAR38 LUMPS AV - EXHAUST FAN %/ -couNo FAN % - „AND FUSED AS PER EQUWIOT NAVEPLATE - CONNECT TO BATHROOM CIRCUIT -TRACK UCHT, LENGTH TO SCALE AI1H PLANS FLOURESCE T FIXTURE, LENGTH TO SCALE AIDE PLANS - PENDANT MOUNTED FIXTURE; PROVIDE BRAUN° -*ALL MouNTED FIXTURE CF\ FRAL \OTFS. 1. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, UTILITY LOCATIONS & BUILDING DIMENSIONS & SHALL RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT /ENGINEER PRIOR TO COMMENCING WORK 2. CONTRACTOR SHALL APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITAL FOR ARCHITECTS /ENGINEERS APPROVAL. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 4. ALL EXTERIOR DOORS & WINDOWS SHALL COMPLY WITH CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. 5. FIXED GLASS & /OR OPERABLE WINDOWS WITHIN 24" OFF FINISH FLOOR SHALL BE SAFETY GLASS. 6. ALL SLIDING GLASS DOORS & WINDOWS SHALL BE FABRICATED BIY A METRO DADE COUNTY APPROVED SERIES MANUFACTURER 7. SLAB ON FILL: FILL & BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE, AS DETERMINED BY THE PROCTOR TEST. COMPACTED LAYERS NOT TO EXCEED 6 ". 8. REINFORCING STEEL: ASTM A -305, A -615, GR60. 9. CONCRETE SHALL ACHEIVE 3000 P.S.I. IJN 28 DAYS. 10.IF EXISTING SEPTIC TANK HAS TO BE ABBANDONED FOR ANY REASON, IT SHALL BE COMPLETELY PUMPED OUT, HOLES KNOCKE OUT IN THE BOTTOM & FILLED WITH SAND OR OTHER APPROVED 01 CLOSET CLOSET MI EXISTING BEDROOM EXISTING BEDROOM 4 IN al 0 EXIST BATH D clo ■ El EXISTING LIVING ROOM EXISTING DEN EXISTING KITCHEN RELOCATED REFRIG EXISTING WATER HEATER, WASHER DINNINGROOM AND DRYER. ELECTRICAL PLAN SCALE: 4 " =1' -0" ILECTHCAL \OTFS. THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER ALL ELECTRICAL MATERIALS & EQUIPMENT SHALL BE APPROVED BY UNDERWRITERS LABORATORIES & SHALL BEAR THE U.L. LABEL. RULES OF THE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH. THE DRAWING INDICATES THE EXTENT & GENERAL ARRANGEMENT OF EQUIPMENT & WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES ALL WIRES #8AWG & SMALLER SHALL BE SOLID COPPER ALL WIRES #6AWG & LARGER SHALL BE STRANDED COPPER. ALL CONDUIT SHALL BE E.M.T. WHERE CONSEALED IN WALLS OR CEILING. IT SHALL BE I.M.C. WHERE EXPOSED OR IN CONCRETE. CONTRACTOR IS TO VERIFY THAT THE EXISTING ELECTRICAL PANEL & ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIFY EXISTING ELECTRICAL PANEL & ELECTRICAL FEED AS REQUIRED TO RECEIVE NEW ELECTRICAL DEMAND LOAD. ALL EXTERIOR, BATHROOM & GARAGE RECEPTICLES & EXTERIOR LIGHTS WITHIN 16' OF POOL & LESS THAN 12' IN HEIGHT SHALL BE ON GROUND PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES EXISTING OPENING TO BE CLOSED GFI 15 15 15 1 1 clo clo clo A A SU 12 GF —WP 12 OVEN 3 GFI b, 0 A 10� REF 13 C 13 EXISTING CARPORT CONVERTED INTO DEN 14 �` _ GFI F EXISTING BEDROOM EXISTING ELECTRIC PANEL NEW PANTRY EXIST BATH C 1 Fl 14 NEW` BATH 12 ed 12 12 HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR ■ FIRE DAMPER(S) ■ SMOKE DAMPER(S) FIRE RATED ENCLOSURE \/ FIRE RATED ROOF /FLOOR CEILING ASSEMBLY ✓ FIRE STOPPING I ' 41 I 1 Sv10KE CONTROL REVISIONS : Y ■ ■ I ' 41 I 1 DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A-5 t\ GE CEILING (AIL Ar'AI A f`TA AIf1 AP1I\f • (2) # 8 TEK SCREWS .—, 1/2" HIL11 SLEE ANCHOR, MIN. 2— PENETRATION (4 TYP.) CONDENSER UNIT MOUNTING DETAILS ROOF —CAP METAL DUCT EXH, FAN COND UNIT. GRILLE --AIR INTAKE CONCRETE SLAB. 16 GA. X 1 -1/4 GALV 1 STRAP. EXHAUST FA\ DETAIL N.T.S. \ERAL H . V. A. C. \OTES 1. ALL WORK SHALL CONFORM WITH THE SOUTH FLORIDA BUILDING CODE, DADE COUNTY EDITION AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES, 2. OR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE PROJECT. 3. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF THE MECHANICAL SYSTEMS. 6. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, ETC, 8. ALL WORK SHALL BE FIELD CHECKED BEFORE INSTALLATION AND COORDINATED WITH ALL OTHER TRADES. 10. ALL SIZES SHOWN FOR LINED AND UNLINED DUCTS ARE CLEAR INSIDE DUCT TENSIONS, 11, CONDITIONED AIR DUCTWORK SHALL BE CLASS "1" FIBER GLASS DUCTBOARD IN ACCORDANCE WITH SMACNA'S FIBROUS DUCT STANDARDS, R -6 IN ATTIC SPACE, MASON INDUS — RIES 2" X 2" X 3/4" SUPER "W" PAD TYP EACH CORNER. ROOF 4. PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS, MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE. 5. SUBMIT SOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND /OR ENGINEER BEFORE PROCEEDING WITH PURCHASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS, 7. BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES AS INDICATED ON DRAWINGS. TRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN PERMIT AND PAYING ALL PERMIT FEES. 12, PROVIDE VOLUME DAMPERS, TURNING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW AND BALANCE. PROVIDE MULTIPLE VANE EXTRACTORS OR SPLITTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN ON DRAWINGS. 13, REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE "L" HARD OR SOFT DRAWN OR ACR COPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS. SOLDER SHALL BE 95/5, APPLIED WITH SUITABLE FLUX. 14, INSULATE REFRIGERANT SUCTION PIPING WITH 3/4" FIRE RESISTANT FOAM PLASTIC OR CLOSED CELL POLYETHYLENE PREMOLDED PIPE INSULATION. 15, PROVIDE AIR CONDITIONING UNITS WITH MATCHING HEAT -COOL THERMOSTATS WITH ON -OFF -AUTO SUB -BASE SWITCH, FURNISHED BY EQUIPMENT MANUFACTURER. 16. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTS RUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED, 17. ALL CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUB - CONTRACTOR, MECHANICAL SUB CONTRACTOR TO FURNISH ALL MOTORS, STARTERS, AND RELAYS, ETC. 18, VENTILATION AND EXHAUST AIR DUCTWORK SHALL BE SHEET METAL PER CONDENSER UNIT, CONC. BASE W/ 6X6 10/10 WWF. FASTEN HOLD DOWN STRAPS TO C.U CONC. SLAB pTTOE W 140 M SEE DET� ON SAME SHEET. SUC110N LINE �" DIA. SCH 40 W/ 1/2" ARMAFLEX VC PIPE INSUL. do VAPOR SEAL ENTRANCE OF REF. LINES BARRIER. INTO PVC PIPE W/ IMPERMEABLE RESILENT MATERIAL. POWER de CONT CONNECTORS LIQUID LINE W/0 INSULATION LOW VELOCITY SUPPLY AIR DUCT U1L. ROUND FITTING - QUADRANT OPERATOR TO BE OUTSIDE INSULATION - PROVIDE INSULATION GUARD AS REQUIRED I ■ 0 0 ■ ORATED DIFFUSER )I FLEXIBLE DUCT AIR FLOW INSULATED FLEXIBLE DUCT PERFORATED DTL. SEAL. JOINT W/tPDX & DUCT TAPE A.H.0 TRUSS SPACE. TYPICAL A/C EQUIP N.T.S. r 0 • • • ••• •s • V E\ T CLOS ET CU— SCHEDULE CO \DE \SI \G U \IT SCHEDULE UNIT NUMBER UNIT LOCATION UNIT WEIGHT (LBS) UNIT NOMINAL CAP.(TONS) MATCHING AHU NUMBER MANUFACTURER MODEL NUMBER SENS, COOL,,CAP.(CAL.BTHL TOTAL COOLING CAP.(BTHUH) AMBIENT TEMPERATURE UNIT'S MIN. SEER AVAILABLE VOLTAGE UNIT MIN CIRCUITS AMPS UNIT'S MAX. FUSE SIZE LIQUID LINE DIAM. SUCTION LINE DIAM. CAT. SENS. COOL.(BTHUH) CAT. TOT. COOL,(BTHUH) AHU SCHEDULE AIR HA \DLI \G U \IT SCHEDULE UNIT NUMBER UNIT LOCATION UNIT TYPE ENTERING AIR TEMP,(db /wb) MATCHING CONDENSING UNIT MANUFACTURER MODEL NUMBER EVAPORATOR —CFM EXTERNAL STATIC PRESS. EVAP. FAN MOTOR —HP UNIT'S MIN. SEER AVAILABLE VOLTAGE TOTAL HEATING CAP. NUMBER OF ELEMENTS FILTER TYPE UNIT WEIGHT (LBS) CU -1 OUTSIDE 169 3 -1/2 AHU -1 RHEEM RAM8030JAZ H) 20207 30,877 95 12.00 208/230 -1 -60 25/25 30/30 1/4" 3/4' AHU -1 AHU — CLOSET VERTICAL 80/67 CU -1 RHEEM RBHA -17J11 SUEAI 1000 0.30 1/4 12.00 208/230 -1 -60 9,80240V 303.3KW EA. PERMANENT 92 2" CONDENSATE LINE TO OUTSIDE OF BLQG, UNDER FLOOR IN 4 SLEEVE LINE MIST BE A MIN. OF 12 OFF EXTERIOR WALL BEFORE TURNING DOWN -� 3/4" SUCTION AND 3/8" LIQUID LINES THRU FLOOR SPACE EXIST 3 —TON CU 4'X4' X3 "DEEP CONC PAD I CLOSET CLOSET la b �aI EXISTING BEDROOM EXISTING BEDROOM r ■1. EXIST BATH PER FMC SEC. 307.2,3 REQUIRES AHU TO BE PROVIDED WITH AN AUXILIARY DRAIN PAN I. 1 EXISTING KITCHEN RELOCATED REFRIG EXISTING WATER HEATER,WASHER- DINNINGROOM AND DRYER. PER FMC SEC, 603.1.3 REQUIRES AHU CLOSETS TO BE PROVIDED A MIN. 4' CLEARANCE ON ALL SIDES OF AHU EXISTING LIVING ROOM J SCALE: r=1' -0" EXISTING DEN •j DW AC FOR NEW DEN EXISTING OPENING TO BE CLOSED OVEN CIO clo clo X 4 W 10 X 8 175 CFM REF cl EXISTING CARPORT CONVERTED INTO DEN EXISTING BEDROOM 8 "FLEX WM NEW PANTRY EXIST BATH DRYER 4 W 10 X 8 175 CFM EXH, FAN NEW` BATH REVISIONS ; ■ ■ ■ ■ EISC. ANAL ENGIf\ - STRUCTU 167TH STE 33169 (3C a ( fr 111 < (0 (0 LL__ CN CD I1 >. DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A 6 LI-CLAD PLU VBI \C \OTES: SANITARY SEWER LINE COORDINATE WORK WITH OTHER TRADES. COLD WATER SUPPLY L I N E HOT WATER SUPPLY. ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. . PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. . PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. . SUBMIT SHOP DRAWINGS TO ARCHITECT /ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. . OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK. . PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. . FURNISH AND INSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE SCHEDULE, OR EQUAL. . EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER S.F.B.C. 10. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE. 11. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 12. PROVIDE PIPING AS FOLLOWS: DOMESTIC COLD /HOT WATER PIPING AND EWH P &T RELIEF DRAIN PIPE: COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS, MIN. 125 LB. WOG BRONZE VALVES. SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPING, COPPER DWV OR PVC DRAINAGE ABOVEGROUND. LP GAS: (WHERE APPLICABLE) UNDERGROUND PIPE TO GAS METER PROVIDED BY GAS COMPANY. SCHEDULE 40 GALVANIZED OR BLACK STEEL PIPE WITH THREADED FITTINGS ABOVEGROUND. 3. INSULATE HANDICAPPED LAVATORY WASTE PIPING WITH 1/2" THICK ELASTOMERIC POLYETHYLENE CLOSED CELL THERMAL PIPE INSULATION WITH ALL EDGES SEALED, AS RECOMMENDED BY THE MANUFACTURER. 0 0 CLOSET CLOSET EXISTING BEDROOM EXISTING BEDROOM 411 EXISTING LIVING ROOM SCALE: 4 " =1' -0" EXISTING DEN 0 EXISTING KITCHEN RELOCATED REFRIG EXISTING WATER HEATER,WASHER- DINNINGROOM AND DRYER. EXISTING OPENING TO BE CLOSED z "o HOT ■ EXISTING CARPORT CONVERTED INTO DEN EXISTING BEDROOM ■ �Q w w w 0 mz_ o ~ X ww z z Q CC I- 0 U W 2 Z w O z C/0 �� J REVISIONS ; Ca IC N (0 N < L Li- CY LLJ DRAWN KERRY v ;HECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET - 1 I k _J \ /1C � 1 CLIC LF PLUVBI SANITARY SEWER LINE COLD WATER SUPPLY LINE HOT WATER SUPPLY. G NOTES: ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 4. SUBMIT SHOP DRAWINGS TO ARCHITECT /ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK. 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 7 COORDINATE WORK WITH OTHER TRADES. 8. FURNISH AND INSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE SCHEDULE, OR EQUAL. 9. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER S.F.B.C. 10. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE. 11. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 12. PROVIDE PIPING AS FOLLOWS: DOMESTIC COLD /HOT WATER PIPING AND EWH P &T RELIEF DRAIN PIPE: COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS, MIN. 125 LB. WOG BRONZE VALVES. SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPING, COPPER DWV OR PVC DRAINAGE ABOVEGROUND. LP GAS: (WHERE APPLICABLE) UNDERGROUND PIPE TO GAS METER PROVIDED BY GAS COMPANY. SCHEDULE 40 GALVANIZED OR BLACK STEEL PIPE WITH THREADED FITTINGS ABOVEGROUND. 13. INSULATE HANDICAPPED LAVATORY WASTE PIPING WITH 1/2" THICK ELASTOMERIC POLYETHYLENE CLOSED CELL THERMAL PIPE INSULATION WITH ALL EDGES SEALED, AS RECOMMENDED BY THE MANUFACTURER. CLOSET CLOSET EXISTING BEDROOM EXISTING BEDROOM E�(IST BATH EXISTING DEN 0 DW EXISTING KITCHEN RELOCATED REFRIG EXISTING WATER HEATER,WASHER- DINNINGROOM AND DRYER. EXISTING LIVING ROOM SCALE: i " =1' -0" PLUMBING PLAN EXISTING OPENING TO BE CLOSED 2 "0-HOT clo clo clo • REF C p' EXISTING CARPORT CONVERTED INTO DEN EXISTING BEDROOM '0 -HOT ri "° -COLD WM DRYER EXIST BAH V NEW BATH w w w0 mz _ o '- X ww Z o � z Qw CD 2 Z w O Z U -� C/O CC W a