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290 NE 100 St (17)#40: IN NO THE CONTENTS OF THIS DOCUMENT, ITS DESIGNS AND DRAWINGS ARE THE COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRADES PERFORMING WORK ON THIS PROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA + ASSOCIATES, INC, BEFORE COMMENCING ANY WORK. EXIST D/W PARTITION ARTITION ASSEMBLY LEGEND W (2)6-O' VERIFY IZE 6-0' VERIFY SIZE 3 -O' 7 -6' 6-0' 111i1i1ililililililililfiilililililililil� ° ilil'I GPlilililililll "liiilililill'lill'liiili `I Iiilil�lilililililPlilililililililiiilil� DRYWALL SCREW FASTENED TO EXISTING CEILING SYSTEM TERIOR PARTITION SECTION FLOOR REFINISH REFINISH REFINISH REFINISH REFINISH REFINISH REFINISH EXIST EXIST EXIST SIZE N 6' -8' ' • T1-1K 6' -8' VERIFY S IZE 6-8" VERIFY QPG 6-8' I -3/8' 1 -3/8 CONC SLAB BASE WO WOOD WOOD WOOD WOOD WOOD UJOOD EXIST EXIST MAT'L ALUM/GL ALUM/GL ALUM/GL WOOD WOOD 7 -0' 6-8' I -3/8' WOOD PR7-O' 6' -8' I -3/8' WOOD WOOD C NEW D/W PARTITION I/2' GYPSUM BOARD R -11 BATT INSULATION SEE PART ASSEMBLY LEGEND 1- 5/8'X3 -5/8' (25 GA) MTL STUDS a 24'C /C TAPED / BPACKLED e EACH JOINT POWER FASTENERS e 24' C/C SEALANT WALLS DW EXIST DW EXIST DW EXIST DW EXIST DW EXIST DW EXIST DW EXIST EXIST EXIST EXIST INTERIOR FINISH SCHEDULE FRAME WOOD 7 6' - 1 -3/8' MTL /WOOC WOOD mtl clad - 3/4 1-r rated WOOD DOOR SCHEDULE CEILING DW EXIST DW EXIST DW EXIST DW EXIST DW EXIST OW EXIST DW EXIST DW EXIST DW EXIST EXIST kr. Extol EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST REMARKS ALUM ALUM ALUM WOOD GC. S IALL��VERIFY EXIST OPG (WHITE FINISH) SL D A TION PGT -N.OA. •03- 0123.008 G.C. SHALL OPG VERIFY EXIST OP C (W ppR F I IN��ISH) BLI DRS TIO PGT -N.OA. "03-0238 4 7 12' SIDELITES 44EA. SIDE DR PGT -N.OAA "03- 1223 .01 G.C. SHALL VERIFY PRIOR EXIST OFG FABRICATION UUJHITE FINIS door PGT -N.O.A. "02- 0625 .01 pocket l 0 NEW CMU- D/W FURR -OUT EXIST D/W PARTITION H- - - - -] TO BE REMOVED NO. 2 3 4 REL EXIST ATTE1- BE SYMBOLS SIZE W 53' 38' 53' EXIST DNJ PARTITION TO REMAIN NEUJ D/W PARTITION TO MATCH EXIST H 54' 80' 38' 31' I. 8' CONCRETE MASONRY UNIT 2. 3/4' STUCCO FINISH 3. r X 2" PRESSURE TREATED FURRING STRIPS 0 16' C/C 4. FOIL INSULATION R-4.2 5. I -5/8' X 3 -5/8' (25 GA.) METAL STUDS 0 16' C/C 6. I- 5/8' TYPE 'X' FIRE RATED GYP. BD. 7. 1/2" GYPSUM BOARD 8. batt insulation r -11 9. I /2" CEMENT BOARD (DUROCK) 10. CERAMIC TILE H. I -5/8" X I -5/8' (25 GA.) METAL STUDS 0 16 ' C/C MATERIAL AL /GLASS AL /GLASS AL /GLASS AL /GLASS EXIST TO BE D EXIST DR TO REMAIN I ®1 CONCRETE FILLED 8' CMU CELL REMARKS FIXED GLAZING (GREY TINT) VERIFY EXIST OPG SIZE CD PGT -N.OA. "02- 0101.01 FIXED GLAZING (GREY TINT) VERIFY EXIST OPG SIZE PGT -N.OA. "02- 0101 .01 4-7 ROLLING WINDOW- GLAZING (GREY TINT) PGT -N.OA •02- 0313.09 4-7 ROLLING WINDOW- GLAZING (GREY TINT) VERIFY EXIST OPG SIZE FGT -N.O.A. "03- 0123.08 0 1. ALL WINDOWS SHALL BE PRODUCT CONTROL APPROVED AND SEPARATE PERMIT 2. ALL WINDOWS SHALL BE PROTECTED WITH MIAMI DADE COUNTY PRODUCT CONTROL APPROVED STORM SHUTTER PANELS - N.OA. 0 02- 0826.01 WINDOW SCHEDULE EXIST 8'X12' CONC TIE BEAM " 5 DOWELED 4' INTO BEAM- FILL W/ EPDXY GROUT 8'X8' CMU CONC FILLED " 5 DOWELED 4' INTO FOOTING -FILL W/ VERT. REINF. @ EXIST C.M.U. OPG. DETAIL "C" REMOVE EXIST CLOSET 4 USE AS NEW SHOWER EXIST 8' c1'1U ill ua w UU BA 1 EXIST EXIST Fc mit +42.80 -54.80 M BDRM EXIST TO REMAIN IN O S�7 1�0O I NST LL NEUJ 8LDR -S SCHED 1 ' �I F I3'-5' BA 2 EXIST O \ / REMOVE EXIST 8'X12' CONC TB - EXIST TOP/BOTT RE -BARB TO REMAIN AND TIE W/ NEW REBARB NEW AND • 3 9' - 0' ( - FY WDO OPG SIZE) NEW •0 •PENfNG 8'X12 VER 8'X __ 1 1 2' -2 11' BDRM 2 EXIST TO REMAIN 1 EXIST ,; C/C 1- 4ROlUGHOUT - + 311 ■ 12' C:C BTAGGERLO C COLUMN L/4.5 4 • 3 T' 8' C/C c CAP W/ 2 • 4 CONT. E ST 8' CMU • 5 DOUJELED 4' INTO FOOTING FILL W/ EPDXY GROUT KITCHEN WINDOW OPENING VERTICAL REINF. @ EXIST C.M.U. OPG. DETAIL " A" 3 RILACE EXIST W DOW IN SAME OPG -SEE SCHED +44.10 -57.50 WIC EXIST WIC EXIST I2' -6' - G.G. SHALL VERIFY EXIST OPG SIZE PRIOR TO FABRICATION INC R EASE OI 4 TT T O INSTALL NEW SLOWS.- -SEE SCHED EXIST PARTITION TO BE REMOVED -G.C. t0 VERIFY EXIST CONDITIONS AND PRIOR TO REMOVAL BHALL SHORE -UP EXIST CLG AND ROOF STRUCTURE CEILING HEADER TO BE REINFORCED SEE DETAIL 'B' - 4 1 i FAMILY EXIST TO REMAIN REMOVE EXIST DR UJ/ GL. BLOCK AND REPLACE W/ NEW SWING DR PROVIDE (2 -Fc) FILLED CELL AT EACH SIDE OF OPENING EXIST 8' 6 +40.00 -49.30 REMOVE EXIST UJ / IN SAME OPG -SEE SCHED PORCH EXIST TO REMAIN 3I -6' LIVING EXIST TO RE FLOOR PLAN 1/4" = 1' 2 O O O 0 3 X Ul SPACE LIVING DINING FAMILY KITCHEN KITCHEN M BDRM BDRM 2 BATH I BATH 2 GARAGE XIST MAIN 0 " ' - 3 ' NEW 8'X12' CONC. COLUMN W/ 4 VERT 4 3 T *13 C/C e EACH SIDE OF NEW OPENING SEE DETAIL THIS 6HEET EXIST 8' CMU WALL t0 BE REMOVED AND WIDEN WINDOW OPENING - REMOVE EXIST CONC BM 4 INSTALL A NEW 8'X16' CONC BM -SEE DETAIL G.G. PRIOR TO REMOVAL SHALL SHORE -UP EXIST CLG AND ROOF STRUCTURE NEW 18' WIDE P.C. SHELF 1 REPLACE EXIST WALL 4 BASE KITCHEN CABINETS DAU SOFFIT ABOVE KITCHEN NEW FLOORING /CABINETS EXIST CEILING JOIST TO BE SECURED TO NEW 2 -2X2 WD BM W/ 1 TAPS W/ 2 -16D NAILS TO BM AND 3 -l0D NAILS TO JOIST 2 - 2X12 WD BM BOLTED TOGETHER W/ I/2'0 THRU BOLTS - STAGGERED AT 2' C/C NEW 6 X4' WIDE STL ANGLE- SECURED TO EXIST 8' CMU WALL W/ 2 -5/8'0 E.B. MIN 4' INTO BEAM NEW PARTITION OPENING EXIST 8' CMU WALL - G.C. TO VERIFY EXIST CONDITIONS- IN THE ABSENCE OF ANY REINF., G.C. TO PLACE I • 5 VERT IN EACH CELL 4 FILL SOLID UJ/ CONCRETE GROUT NEW 2 P.T STUDS PARTITION DBL STUDS • ENDS /SOLE 4 TOP PLATES SECURED TO EXIST FLR JOISTS W/ 1 -1/2' WIDE GALv STRAPS W/ 4 -160 NAILS KITCHEN PARTITION OPENING CEILING JOISTS/ BEAM DETAIL "B" 10 Fc I J 1 +42.80 -54.80 D/W SOFFIT ABOVE 1 I BKFST 111.6, EXIST TO REMAIN 6' -2' 4' -1 EXIST STEPS TO REMAIN GARAGE EX18T TO REMAIN EXIST 3' -10' 1 Fc 1N N w INCREASE XOIST LUUD INSTALL NEW SLDRS.- -SEE SCHED +45.40 -60.20 4 REPLACE EXIST WINDOW IN SAME OPG -SEE SCHED 2 - 2X12 WO BM BOLTED TOGETHER W/ 1/2'0 TINRU BOLTS STAGGERED s 12'C /C NEW 6'X4'XI/2' X4' WIDE STL ANGLE - SECURED TO EXIST 8' CMU WALL W/ 2 -5/8'0 E.B. MIN 4' INTO BEAM EXIST PARTITION TO REMAIN EXIST FLOORING TO REMAIN EXIST 8' CMU STEM WALL AND CONC FOUNDATION LLAA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING LIFESTYLE INVESTMENTS 290 N.E 100TH STREET NORTH MIAMI SHORES, FLORIDA 305 - 674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 -674 -7474 DRAWING NAME FLOOR PLAN DATE 25 JANUARY 2005 WINDOW N.O.A. REVISION 07 APRIL 2005 FILENAME C: \D2000 \CONCEPTO \100SHORES \A1 COMMISSION NO. 20041213 SHEET NO. A -1 rit THE CONTENTS OF THIS DOCUMENT, ITS DESIGNS AND DRAWINGS ARE THE COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRADES PERFORMING WORK ON THIS PROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA + ASSOCIATES, INC, BEFORE COMMENCING ANY WORK. TYPE VOLTAGE MOUNTING NOTES GENERAL ELECTRIC QO 120, 240V, L0 3W - REGESSED DEMAND LOAD 120 840 120 540 540 1020 12000 1500 100 1200 3381 3361 20168 VA C.B. 00 QO QO 00 QO 0 QO QO QO QO 0 POLE 2 2 2 ELEGTRIGAL NOTES: TRIP 20 20 20 20 20 20 60 20 20 20 30 30 COND 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 6105 VA 3000 VA 1500 VA 12000 VA 4500 VA 5000 VA 100 VA 1200 VA 34605 VA LOAD CALCULATIONS ELECTRICAL NOTES WIRE 2 *12THW 2 *12THW 2 *12THIN 2 *12THA 2 *12THW 2 *12THW 3 *6THAN 2 *12THW 2 *12THW 2 *12THW 2 *10THAN 2 *10THAN FEEDER SIZE: 3 # I/O THW 4 I # 6 6ND IN 1 -/2" G. ELECTRICAL PANEL SCHEDULE 8. A/G COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION 9. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOW ELEVATION. DESCRIPTION 2235SQ F7 ® 5W / SF = 6105 VA GENERAL LTS LOAD: 6105 VA /115 VA = 55.3 AMPS SMALL APPLIANCES LOAD : 2 -20 AMPS ( 220 -30) ) LAUNDRY LOAD 1 -20 AMP ( 220 -3(G) ) COMPUTED LOAD: 6EN LT6 SMALL APPL WASHER RANGE WATER HTR DRYER 6ARHA6E D I SPOSAL I SMASHER TOTAL LOAD 35'10 VA / 240V = 14'.1 AMPS FEEDER SIZE: 3 # I/O THW 4 I # 6 6ND IN I -/2" G. DORM /ARC BRKR/S.D. BDRM /ARC BRKR/S.D. BDRM /ARC BRKR/S.D. LTS / REG KITCHEN 6F KITCHEN 61: I, DINING RANGE WASHER D I SPOSAL DISHWASHER A/C COMPRESSOR * I POOL HEATER FIRST I0K1N 0 100% 24605 VA ® 40% AIR GOND. # I ® 100% AIR GOND. * 2 ® 100% ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS W/ DRAWINGS AND CONFIRM ALL AND ANY DISGREPANGIES WITH A/E PRIOR TO BIDDING. I. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND ALL KITCHEN RECEPTACLES ON COUNTERTOPS SHALL BE 6.F.I.G. 2. SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON - SWITGHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. 5. MAXIMUM NUMBER OF OUTLETS PER CIRCUIT SHALL COMPLY WITH NEC (LATEST EDITION) 6. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 1. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. PANEL " A" CKT 3 5 1 11 55'10 VA 13 15 11 19 21 1 0000 VA '842 VA 8064 VA 8064 VA 23 25 21 29 CKT 4 6 8 10 12 14 I6 18 20 22 24 26 28 30 10. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR CIRCUITS PROTECTED BY "G•Fl " CIRCUIT BREAKER. II. ALL RECEPTACLES SHALL BE WIRED IN ACCORDANCE WITH N.E.G. TO ENSURE CORRECT POLARITY. 12. WHERE APPLICABLE, ALL ELECTRICAL EQUIPMENT, FIXTURES, AND MATERIALS SHALL BE LISTED BY U. L. AND /OR FACTORY MUTUAL APPROVED. 13. ALL WIRES SHALL BE COPPER. ALL INSULATION SHALL BE TYPE "THW" OR "THHN/THWN ". 14. WATER HEATERS SHALL BE UL LABELED AND INSTALLED WITH THE RECOMMENDED CLEARANCES IN ACCORDANCE WITH SFBG /NEG SECTION 422 -31(3) DESCRIPTION LTG / REG LTS / REG LTS / REG BATH 6t=I EWH DRYER REPRI 6ERATOR MICROWAVE HOOD AHU *I SPRINKLER PUMP 20168 VA + 26651 VA = 41425 VA KITCHEN OR BATHROOM LIGHT. 200 AMP METER MA IN 200 AMP /2P /3W MAIN DISC (VERIFY ALL CONDITIONS) EXISTING ELECTRIC SERVICE BY FPL (2) -* 3/0 TI-11.1.N AND (!) -w 6 THW (GND) IN 2' C. SCHEDULE 60 PVC )) 5 (2) - 5/5' 0 X10' COPPER DRIVEN GROUND ROD WIRE 2 *12THW 2 *12THW 2 *12THW 2012THW 3 1 THW 2 *I0TI-IAN 2 *12THN 2 *12THW 2 *12THW 2 *6THAN 2 *6THAN COND 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 1/2" 1/2" 1/2 " 3/4" 3/4" T TRIP 20 20 20 20 30 30 20 20 20 50 50 POLE 2 2 6' - 0" C.B. QO QO QO QO QO QO QO QO QO QO 150 AMP, MLO. 10,000 AIR MAINS LOCATION T DEMAND LOAD 1240 1080 1080 540 4500 5000 100 1000 540 1136 1136 26651 VA SWITCH 120 V. LINE SIDE OF SWITCH L- —I PHASE CONDUCTOR NOTES SMOKE DETECTOR NOTE: SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON - SWITGHABLE. KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL. BE INTERCONNECTED. SMOKE DETECTOR CONNECTION DETAIL 200 AMP. - 1P/3W/115/130V ELECTRICAL PANEL 1 '6 SOLID OR STAND CU. GROUND TO COW WATER PIPE, FOUNDATION AND 5 /8x8' -0' GALVANIZED GROUND ROD • 4 GND TO FOUND STEEL EXISTING ELECTRICAL RISER DIAGRAM CU 3 -+3/0 THW t 1"6 GND IN 1 1/2' C $3 CP 13 D 9 O 4 DB VE SWITCH THREE -WAY SWITCH DIMMER SWITCH THREE -WAY DIMMER SWITCH DUPLEX RECEPTACLE POLED DUPLEX RECEPTACLE SINGLE RECEPTACLE SPECIAL RECEPTACLE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE RECESSED CEILING FIXTURE EXHAUST FAN DOORBELL FLOOD IGHT CEILING MOUNTED FIXTURE P.C. W/ PULL CHAIN ELECTRICAL LEGEND: M BDRM EXIST TO REMAIN 7 BDRM 2 EXIST to REMAIN - 9 &' / o 4'" ON SD SD SD SD N Pa TV 0 SD SMOKE DETECTOR W/ BATTERY BACKUP ❑-J DISCONNECT SWITCH D Es ELECTRIC METER WP WIC EXIST WIC AHU EXIST .26 wIC EXIST PUSH - SUTTON TELEVISION ANTENNA TELEPI -IONE JACK ELECTRIC PANEL WEATHER PROOF DUPLEX RECEPTACLE GROUND FAULTED INTERRUPTER H0SE 316 CEIL ING FAN/L IGHT (FUTURE BY OWNER) ALARM KEY PAD EXIST PORCH EXIST TO REMAIN FAMILY EXIST 10 REMAIN LIVING EXIST TO REMAIN N 6PG I 1 N N 6 C KITCHEN 1 E 180 ELECTRICAL FLOOR PLAN 1/4" = 1 ' -0" I4 N _ 1 6 GI " L. 6 GI 10,12 EXIST PULL -BOX 1 ( 0 N 11 N 6PG 1 GARAGE EXIST TO REMAIN BREST EXIST TO REMAIN N b v J POOL HTR 2 WP/ ISC ■ EXIST PANEL'A' ELECT. METER I LIAMA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING LIFESTYLE INVESTMENTS 290 N.E 100TH STREET NORTH MIAMI SHORES, FLORIDA 305 -674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 -674 -7474 DRAWING NAME ELECTRICAL PLAN DATE 20 JANUARY 2005 FILENAME C:\ D2000 \CONCEPTO\ 100SHORES \A1 COMMISSION NO. 20041213 SHEET NO. E -1 THE CONTENTS OF THIS DOCUMENT, ITS DESIGNS AND DRAWINGS ARE THE COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRADES PERFORMING WORK ON THIS PROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA + ASSOCIATES, INC, BEFORE COMMENCING ANY WORK. FIXTURE CONNECTION SCHEDULE SYMBOL WC BD K5 DW WM HB FD SH RF WC UR FIXTURE TYPE WATER CLOSET BATH TUB WIiRLh?,�, BILE ?? KITCHEN SINK DISHWASHER WASHER MACHINE HOSE BIBS FLOOR DRAIN SHOWER REFRIGERATOR W.G. FLUSHOMETER URNAL wASTE $SOIL 3' 1/2' 1/2' 1/2* ' 1/4' 1/2' 1' hose 2' 3' 2' 3' FIXTURE SCHEDULE G.UJ. 1/2' 1/2' 1/2', ,doJ/2' 1/2' 1/2' 3/4' 1/2' 1/2' -AU 1 /2 1/2' moo 1/2' 1/2' I/2' 1/2' B. COLD WATER PIPES INSIDE OF SLAB SHALL BE CPvC . NO JOINTS PERMITTED INSIDE DESCRIPTION W/ ANTI -SCALD VALVES 1/2' W/ ANTI -SCALD VALVES 1/2' 1/2' 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS .4T ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT / ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK . 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND /OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF TI-4E ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER IF DISCREPANCIES , CONFLICTS , INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN 1-418 OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OCHER CONTRACTORS TO RECEIVE HIS WORK !HIS CONTRACTOR SHALL REMOVE AND REPLACE, AT H1S EXPENSE, ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 6. TH18 CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS , ASSOCIATION DUES, ROYALTIES AND TAXES OF WHATEVER NATURE SHALL APPLY TO TI-415 WORK HE SHALL ALSO PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, RULES OR ORDINANCES. 7. PROVIDE MEANS 'FURNISH AND INSTALL'. 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS. 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE PATE OF FINAL WORK ACCEPTANCE BY OWNER ANY BREAKDOWN OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED. 14. PROVIDE SHUT -OFF VALVE FOR EACH FIXTURE. 15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED, A DI- ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDESATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS FOR LOCATION OF UNITS AND DRAINS. 11. MATERIALS A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE CPVC ABOVE GROUND. C. SANITARY WASTE AND VENT 4'7 AND SMALLER SHALL BE P.V.C., SCHEDULE 40 5. STORM LINES INSIDE BUILDING SHALL BE P.V.C. SCHEDULE 40 E. IN COASTAL AREAS ALL SANITARY AND STOPS 1 PIPING OUTSIDE OF BUILDING SHALL BE SCHEDULE 40, PVC. F. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTINGS. G. WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE 'L' COPPER, MIN 3/4' DIA. TABLE P704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (inches) 2 -1/2 or Tess 3 to 6 8 or larger HORIZONTAL SEWER PIPE SLOPE 3/4' THICK (MIN.) PIPE TO OUTSIDE OF BUILDING 4 DISCHARGE 6' ABOVE GRADE HEAT TRAP PER ENERGY CODE H0T WATER SUPPLY LINE EMBLEM AND RATING PLATE WATER HEATER PAN (OMIT ON GROUND FLR) NOTES: 1. ANTI -SCALD VALVES FOR TUB /S1 -10WER REQUIRED 2. MINIMUM SIZE OF ALL PLUMBING DRAIN LINE BELOW FLOOR 2 INCH 3. HOT WATER HEATER TO BE SIZE PER TABLE 46 -N -8 4. ALL SANITARY LINES SHALL RUN A8 FOLLOWS: 2' 4 LESS DRAIN a 1/4' DROP 3' DRAIN a I /8' DROP 4' DRAIN d 1/8' DROP ELECTRICAL ACCESS PANELS PLUMBING NOTES MINIMUM SLOPE (inch per foot) 1/4 1/8 1/16 TEMPERATURE AND PRES. RELIEF VALVE EXIST HOT WATER HEATER S1-4UT -OFF vALvE ELECTRICAL JUNCTION BOX ELECTRICAL CONNECTION DRAIN VALVE HOSE CONNECTION PLUMBING NOTES I M BDRM EXIST TO REMAIN TAP-1N TO XIST I i C � C W LINES EXIST 3' SAN SEWER BA 2 EXIST BA \1 EXIS BDRM 2 EXIST TO REMAIN 9$YTF2 3/4' l.4 cw 1 r NEW 1/2' HW /Cw - LINES FR O OM EXIST __- NEw eww I WIC EXIST WIC ------- EXIST WWAASTEVLINE EXIST BATHTUB, FAUCETS WIC EXIST u PORCH EXIST TO REMAIN FAMILY EXIST TO REMAIN LIVING EXIST TO REMAIN 0 0 - -- - -- tom 0 n 0 O 000 1-- KITCHEN 2 -3 BKFST NEW 4'4' GALv. MIL EXP. DUCT (26 GA) EW 4'4 L PARTIAL MECHANICAL PLAN 1/4" = 1 ' -0" KS DW NEW 2' SAN SEWER LINE (6FU441 /8'8L) -� EXIST 3' SAN SEWER LINE KITCHEN REPLACE p EEXIST °ALICET//F I TT INGS AND HW /CW LINES NEW (STUDER) AIR ADMITTANCE 2'VENT 2 -3 NEW 1/2' CWMW LINES TO EXIST HWH— - HWW 8TO RE M AIN GARAGE EXIST TO REMAIN PLUMBING FLOOR PLAN 1/4" = 1 ' -0" BKFST ABANDON EXIST WATER SEWER LINES TO EXIST WM J THRU WALL 111/FLAPPER NO CHANGE IN FIXTURE UNITS TO EXIST SEPTIC TANK FCO T N LLAMA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G IN T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING LIFESTYLE INVESTMENTS 290 N.E 100TH STREET NORTH MIAMI SHORES, FLORIDA 305 - 674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME PLUMBING -MECH PLAN DATE 20 JANUARY 2005 PLUM REV FILENAME C: \D2000 \CONCEPTO\ 100SHORES \A1 COMMISSION NO. 20041213 SHEET NO. 03 FEBRUARY 2005 MP-1 0 co FENCE SITE PLAN SCALE :1/20 =1' -0' INTERLOCKING BRICK S( e . 11) C9 tet c) we ti..WPCS 2 G I L uwa112A ,r 3138 29.40 0 WATER 1031 tA dC*14 * EQUIP 82.50 POOL COPING 103' 'jd 6°� 11'7c. N6 0.1-1. 1 9 ELEC.\ RESIDENCE SEWER I:3fR f OK ON SAND I ETAIL NO SCALE \ PANEL 200 A. U.G. 6ERVICE 78' NE 100th STREET i; Au.) a&/ -kw 31.66 / 20.00 POOL EQUIPMENT root_ ti k T .tO Iv '3e Se ta CID St v� N c _oNtAI N Gfl Apiiiceo'c c � pp oN, e EXISTING RESIDENCE 3' DEEP INLET :Z► 1-1ANDHoLD6 VACUUM 8' -4 6'x18' SWIMOUT PLANTER WEATHERPROOF GPI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE qP BRICK ON 6AND PLANTER BUL LNOSE COPING POOH. PLAN SCALE :1/4 Q w ELEV. TOP OF POOL WALL 1.0 464 DEPTH OF POOL 5.0 12000 ELEV. TOP OF MAINDRAIN 2.0 10 FLOOD CRITERIA 5.5 100 ELEV. TOP OF MAINDRAIN 2.0 113 POOL IN FLOOD CRITERIA 3.5 LESS 2'0' HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6' k-• 62 SURFACE AREA (SQ. FT.) 464 1200 VOLUME (GALLONS) 12000 1.0 TURNOVER (HOURS) 10 35 PERIMETER (FEET) 100 DECK AREA (ea FT.) 113 4 0 O 111 - 4 4 0 O 1 4 11 Q a Q 5' THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARS AT 12 ' CENTERS BOTH WAYS 6 ' *NICK SN0TCR4T FLpOR SLAB REINFORCED WITH • 3 BARS ' ENTERS BOTH WAYS. F.P.L. METER 0 ELECTRICAL NOTES: STRUCTURAL NOTES: 6' CERAMICS 3 12 THWN IN I/2' CONDUIT POOL COPING WATER LEVEL M AX SAME THICKNESS AS WALL 0 m 2- 2P -20A 2 • THWN + 1 •12 THWN 1- 1P -15A IN 1/2' CONDUIT 2_1!_!!--TI-11.1.N- +- 1- "12_T1 WN - 7- �N 1/2' CONDUIT 12 VOLT JUNCTION POOL HOUSE G 110V/12 V BOX LIGHT PANEL// TRANSFORMER - TYP OF 3 • tl MAX. 1:1 SLOPE TIMER 2 HP BLOUJER 2 '/ HP PUMP 0 24V D.C. TRANSFORMER ELECTRIC RISER D IAGRAM NO SCALE 2' TILE STRIP OF CONTRASTING COLOR SWIMOUT DETAIL - NO SCALE WATER LEVEL ' i n i 61 ANTI VORTEX! ►n MAINDRAINi / PLUMBING NOTES: I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING I I/2' DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL NAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANtIVORTEX TYPE. 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THERE PLANS) SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF T1-118 PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. BRICK OR STONE COPING 1 1/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED POOL- SECTION NO SCALE 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF TI-4E NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING 61-IALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING 6HALL BE SUB- MITTED AND APPROVED SHAMING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. • • "10 TI-4111N FOR 300W •14 THWN FOR 15W TO CHLORINATOR SAFETY NOTES: SOIL NOTE: RECIRCULATION PUMP 2V1-1P, 90 GPM AT 60'TDH SELF- PRIMING JA Z2 �� \'O p,G � P MIN. 18' BELOW WATER LEVEL 2 •3 BARS ACROSS NICHE 1 1/2' POOL WASJE -ib s2 e t .�;�c1Q / . V RASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. AIR RELIEF VALVE 2 NP BLOWER EQUIPMENT ISOMETRIC NO SCALE POOL WALL STEEL I' NON METALIC CONDUIT TO JUNCTION BOX L IGNt BOUY BOND WIRE TO POOL STEEL UNDERWATER L-IC- 4T DETAIL. NO SCALE 6'X6' CERAMIC HANDHOLD ON MAXIMUM 4'0' CENTERS. 11_447. 4-44N1D4OLD DETAIL. NO SCALE POOL, SPA AND I-40T TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS BNALL COMPLY WITH SECTION 5001 OF THE SPEC AND SPECIFICALLY 50012 (10) (8a) 'ALL DOOR WITH ACCE68 TO THE POOL SHALL EE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND BE CAPABLE OF EMITTING A BOUND OP SUFFICIENT VOLLPIE TO BE HEARD IN THE DWELLING. THE ALSRM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE 1NE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OP THE DOOR 1. A PERMANENT SAFETY WARNING SIGN SHALL SE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM TI-4E POOL AREA IN ACCORD WITH APENDIX F ANSI/NSPI -5 -95. 2. THE WANING SIGN, A6 PER ITEM I ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: 'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION CF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU).' 3. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE PILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF- CLOSING GATE. SPA POOL POOL FILTER WITH 4.9 SQUARE FEET OF FILTER SURFACE AREA HIGH RATE SAND 5 HP HEAT PUMP POOL AND SPA DATA: NOTE: STEP STEEL NOT REQUIRED LOAD CALCULATIONS: TOTAL = 35200 WATTS BLOWER = 2500 WATTS POOL L!GHTiNG = 100 WAITS TOTAL = 38400 WATTS AIR HANDLERS = 15000 WATTS HEAT PUMP = 5500 WATTS POOL PUMP = 200 WATTS n ANTIVORTEX MAINDRAIN 16' BENCH SEAT IS' 12' 12' 6' THICK SHOTCRETE SPA FLOOR AND WALLS REINFORCED WITH •3 BARS AT 12 ' CENTERS. SPA FOOL- SECTION NO SCALE SWIMMING POOL - T sue= - - -- -- � -- STEP DETAIL. NO SCALE WATER LEVEL CERAMIC TILE THROAT POOL WALL FIRST 10 KW AT 100% = 10000 WATTS 28400 WATTS AT 40% = 11360 WATTS TOTAL = 21360 WATTS TOTAL = 44360 WATTS / 240 VOLTS = 18484 AMPS OPTIONAL STONE BRICK OR 13' 10' COPING STONE \ WATER LEVEL COPING WEIR SWIMMING POOL WALL 4 RISERS AT 10 ' EACH OPTIONAL 2' TILE OF CONTRASTING COLOR ADJUSTABLE LID SKIMMER DETAIL. NO SCALE CONCRETE BASKET (MIN 15 SQ.IN.) SUCTION LINE GENERAL LIGHTING* 2000 Q. Ft. x 3 WATTS / 5Q. PT. = 6000 WATTS APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER = 1200 WATTS REPRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER 4500 WATTS HYDROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA 16 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6' AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. WIND LOADS WALL AREA 4 5 GCp ( +) 0.969 0.969 GCp ( -) -1.069 -1.338 PRESSURE (psf) 53.2 53.2 SUCTION (psf) -57.9 -70.3 COCONUT GROVE GLASS ENGINEERING DEPT. 4246 N.W. 37 AVE. MIAMI, FL 33142 (305)634 -3420 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : LIFESTYLE INVESTMENTS JOB NUMBER : 290 N.E. 100 ST. MIAMI SHORES, FL. DESCRIPTION : WINDOWS & SLIDING GLASS DOORS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 15.0 FT2 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 4.0 FT DATE : 3/23/2005 Kh = 0.849 qh = 46.3 PSF Kz = 0.849 a 4 b qz = 46.3 PSF P ='qh[(GCp) - .(GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 36.0 FT CORNER DISTANCE, a = 3.6 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.943 0.943 GCp ( -) -1.043 -1.286 PRESSURE (psf) 52.0 52.0 SUCTION (psf) -56.7 -67.9 COCONUT GROVE GLASS ENGINEERING DEPT. 4246 N.W. 37 AVE. MIAMI, FL 33142 (305)634 -3420 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER LIFESTYLE INVESTMENTS JOB NUMBER : 290 N.E. 100 ST. MIAMI SHORES, FL. DESCRIPTION : WINDOWS & SLIDING GLASS DOORS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 12 (14.04 DEG) TRIBUTARY AREA = 21.0 FT2 MEAN ROOF HEIGHT = 11.0 FT Kh = 0.849 DISTANCE, Z = 4.0 FT Kz = 0.849 a 4 b qh = 46.3 PSF qz = 46.3 PSF MArzKS, ® 0 CD C) (Di DATE : 3/23/2005 P = qh[ (GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 36.0 FT CORNER DISTANCE, a = 3.6 FT 0 Z Z w 0 EY z 0 w 2 r 1-- 2 w w 0 0 w 1/4 P.G.T. SERIES SGD-2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 1/4" TEMPERED GLASS N.O.A. 03-01 23.08 144 1/2 MASONRY OPENING 144 S.G. DOOR WIDTH ELEVATION 1 - REQUIRED FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 1/4 c 5 • W ul U] ] N Q Z� P1 w D < vi Q W N L 0 19P • • IL 0 ZZ . 0 o O N -J En 1- Z W 1- W w > • w• Z w W � w W } r - nn D W r ❑ W .I w w� J — [Y O Q L N G N N th 0 J w 1- DRAWN BY ED VALDE9 i 1 GATE 03 - 08 - 05 SMELT NUMOL0. CG -2 OF 14 O O O O O O O C 0 Z Z w 0 EY z 0 w 2 r 1-- 2 w w 0 0 w 1/4 P.G.T. SERIES SGD-2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 1/4" TEMPERED GLASS N.O.A. 03-01 23.08 144 1/2 MASONRY OPENING 144 S.G. DOOR WIDTH ELEVATION 1 - REQUIRED FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 1/4 c 5 • W ul U] ] N Q Z� P1 w D < vi Q W N L 0 19P • • IL 0 ZZ . 0 o O N -J En 1- Z W 1- W w > • w• Z w W � w W } r - nn D W r ❑ W .I w w� J — [Y O Q L N G N N th 0 J w 1- DRAWN BY ED VALDE9 i 1 GATE 03 - 08 - 05 SMELT NUMOL0. CG -2 OF 14 CO L7 z = G w w O. 0 ce co G Z 0 O 0 Q D 1/4 • 72 1/2 MASONRY OPENING 72 S.G. DOOR WIDTH ELEVATION 1 - REQUIRED 1/4 4 P.G.T. SERIES SGD -2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 1/4" TEMPERED GLASS N.O.A. 03-0123.0E3 r 1/4 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0826.07 54 1/2 MASONRY OPENING 54 1/4 S.G. DOOR WIDTH 0 CI ELEVATION 1 - REQUIRED DRAWN BY: ` EO VALDEB DATE 03 BHEET NUMBER 06 -3 ` OF 14, 1 2 ROWS OF 3/1 6" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 2 3/4" AT CORNERS, S" FROM EACH MEETING RAIL CENTERLINE AND BALANCE AT 16 O.C. 1/4 2 ROWS OF 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 2 3/4" AT CORNERS, B" FROM EACH MEETING RAIL CENTERLINE AND BALANCE AT 1 6" O.C. P.G.T. SERIES SGD -2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 1/4" TEMPERED GLASS N.O.A. 03-01 23.08 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 2 ROWS OF 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS & BALANCE AT 14" O.C. S.G. DOOR WIDTH MASONRY OPENING SECTION VIEW 1/4 In 1- Z W 2 1-- LI1 W > W • Z � W — F- > O W d ul _D f W � � w En o o � — DRAWN 9Y: ED VALDES / DATE: 03-08-D5 SHEET NUM LR CG-4 OF 14 1/4 2 ROWS OF 3/1 6" TAPCONS W/ 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS & BALANCE AT 14" O.C. - -w P.G.T. SERIES SGD -2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 1/4' TEMPERED GLASS N.O.A. 03- 0123.09 S.G. DOOR WIDTH MASONRY OPENING SECTION VIEW FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 C4) ti ti 1/4 m Z Isi 1— W W > W • Z W W a J � W W� ❑ a W I 11 -W vl co ❑ N 2 � L. DRAWN 9Y: ED VALDES DATE : 03 -05 -05 [ ';\ SKEET NUMEER CG -5 OF 14 z W a 0 >- ce z 0 4 w 3 0 0 z 3/8 1.- 5 1 3/4 MASONRY OPENING 51 WINDOW WIDTH ELEVATION 1 - REQUIRED 3/8 P.G.T. SERIES PW-701 ALUMINUM FIXED WINDOW IN WHITE FRAME AND WITH CLEAR 3/1 6' TEMPERED GLASS N.O.A. 02-0701.07 C z w V) o c)0 IJfY z 0 w 4 w 3/8 .-- FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 37 3/4 MASONRY OPENING 37 WINDOW WIDTH ELEVATION 1 - REQUIRED 3/8 0 C m W 0 W O 6 w � � • > Q L W m ❑ • s 0 ro O • [7c c'1 0 � O •u. tD Z O �0� O N Q � U) 1- z w 2 F- W W Z _ • w W N J N W E. � Oc � _ w N � J — o 0 — (DRAWN 8Y: ED VALDES (DATE : D3 -08 -03 a SMELT NUMBER CG -6 OF 14 SECTION 3/1 6" TAPCONS W/ 1 1 /4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 2" D.C. 3/1 6" TAPCDNS W/ 1 1 /4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 2" D.C. • • 9 3/8 P.G.T. SERIES PW -701 ALUMINUM FIXED WINDOW IN WHITE FRAME AND WITH CLEAR 3/1 6' TEMPERED GLASS N.O.A. 02-0701.07 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 2" D.C. v WINDOW- WIDTH MASONRY OPENING PLAN SECTION 3/8 0 N t7 C] W t9 'U < (1 < W p) L O�Oro 11 n • O 3 ZZ O kr) Oc '— w 1— Z w 1— w � w • - Z� f" w w v • w F- Et L` w r 0 W . I N I,.W In 0 to u _ D BY: is ED VALDE3 \ Y DATE ,1 D3-OB -OS 1 J SHEET NUMBER C0 -7 OF 14 P.G.T. SERIES HR -201 ALUMINUM HORIZONTAL SLIDING WINDOW IN WHITE FRAME & CLEAR 3/1 6" ANNEALED GLASS N.O.A. 02-0313.10 53 7/8 MASONRY OPENING ELEVATION 1 - REQUIRED FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.D.A. 02- 0826.07 • w t- z w 1- w I w w > w z c w U) J w } O F- ❑ w r w I'- w J Z � O ❑ in li N DATE D3 -08 -0S \ l DRAWN Eli) ED VALDES SHEET NUI1OLR CG -8 OF 14 • SECTION VIEW 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" FROM CORNERS AND 6" ON EACH SIDE OF MEETING RAIL CENTERLINE 1 /4 TAPCONS W/ 1 1 /4" EMBED. INTO CONC. @ 6' FROM CORNERS AND 6" ON EACH SIDE OF MEETING RAIL CENTERLINE P.G.T. SERIES HR-201 ALUMINUM HORIZONTAL SLIDING WINDOW IN WHITE FRAME Sc CLEAR 3/16' ANNEALED GLASS N.O.A. 02-0313.10 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 1/4" TAPCDNS W/ 1 1 /4" EMBED. INTO CONC. @ 6" AT CORNERS AND BALANCE AT 1 7" O.C. WINDOW WIDTH MASONRY OPENING SECTION VIEW >Y ce — N � m W 19 En N C N ul Z ❑ Q W I pi LO < W N L C7 LI !Y m • O4 3 • ZZ . ONQJ w 1- Z W 2 1- U] W > W Z W J } ❑ 1 ❑ UJ W 11.. Z ❑ 0 C L� N DRAWN BY: ED VALDEB C DATE D3-D 8-OS J EMECT PLMBCR CO -9 0 F 1 4 w C o Z = z W f a w O .1-= .st> a In z Q 3 w 3/8 P.G.T. SERIES HR-2 01 ALUM. HEAVY RAIL HORIZONTAL SLIDING WINDOW IN WHITE FRAME Sc CLEAR 3/16" TEMPERED GLASS N.O.A. 02-031 3.09 111 3/4 MASONRY OPENING 111 WINDOW WIDTH ELEVATION 1 - REQUIRED FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0826. 07 3/8 0 re � el W to U7 0 Q W_ U Q Q W r D LT) c Z Z - �n ❑ ho ❑ D N - 1 Ust 2F.. IJI F- z w 2 w w > w - Z � W W J Ul U7 W 1 F } -❑CL' U1 r ❑ W ww lL ❑ G Q • N DRAWN 9Y: ED VALDES DATE 03-0S-05 SHEET NUMBER 0 1 0 OF 14 SECTION VIEW 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" FROM CORNERS, 6" ON EACH SIDE OF MEETING RAIL CENTERLINE & 18" O.C. BAL. 1 /4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" FROM CORNERS, 6" ON EACH SIDE OF MEETING RAIL CENTERLINE & 1 8" D.C. BAL. .1\ P.G.T. SERIES HR-201 ALUM. HEAVY RAIL HORIZONTAL SLIDING WINDOW IN WHITE FRAME & CLEAR 3/1 6" TEMPERED GLASS N.O.A. 02-031 3.09 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02 0826.07 1 /4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BALANCE AT 1 7" O.C. WINDOW WIDTH MASONRY OPENING SECTION VIEW [7 ro W w ] 6 J O > W =N LL V - O • mit • ZZ O N QJ U tt ce 0 Q.' DRAWN BY: ..%) ED VALGE9 • (DATE : D3-DB OS SHEET NUMBEF CG- 1 1 OF 1 4J D w z W EL 0 EC Z O 01 F - P1 Ql 2 N 0 0 0 1/4 P.G.T. SERIES "FD-101" ALUMINUM FRENCH 000R IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 02-0625.01 88 1/4 MASONRY OPENING 87 3/4 TOTAL UNIT WIDTH 25 1 /8 37 1 /2 S.L. WIDTH- - -- DOOR WIDTH r•- Ow- 25 1/8 0. S.L. WIDTH ELEVATION 1 - REQUIRED P.G.T. SERIES "FD-101" ALUMINUM SIDELITE IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 03-1223.01 .1/4 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0826.07 01 z w 2 t- 0 w W > W Z a W F- J W 0 H O Vl W <L w J Z IY o ❑ al la. N J LL W W ❑ I m Q DRAWN 9V: ED VALDE9 DATE 03.09 -05 SMELT NUMBER CG-12 0 F 14 C0 z W [9 0- W 0 D 0 UJ 2 SECTION 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 3" D.C. P.G.T. SERIES 'FD -1 01" ALUMINUM FRENCH DOOR IN WHITE FRAME AND WITH CLEAR 3/1 6" TEMPERED GLASS N.O.A. 02-0625.01 P.G.T. SERIES "FD-101" ALUMINUM SIDELITE IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 03 -1 223.01 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0826.07 3/16" TAPCONS W/ 1 1 /4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 3" O.C. 3/16" TAPCONS W/ 1 1/4" EMBED INTO CONC. @ 6" AT CORNERS AND BAL. AT 13 1/2" O.C. 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 13 1 /2" O.C. • •. • • • ,. . it • °:. • t• SECTION cc 0 Ce G P1 [7 w U) N 0 Z Q W Vat ro I7Q p7Q W [Y h O ( 1 ] � r1 .L Z u1 ❑ ID 2 O c— U 2 r J LL U)` W � s O pt IN In — O Q J 21- ' DRAWN SY: ED VALDES D3 -08 -D3 SHEET NUMBER CG-1 3 OF 14 P.G.T. SERIES "FD -101 ALUMINUM FLORIDA STORM PANELS, INC. SIDELITE IN WHITE FRAME AND 20 GA. GALVANIZED STEEL WITH CLEAR 3/16" TEMPERED GLASS STORM PANEL SHUTTERS N.O.A. 03-1223.01 N.O.A. 02-0826.07 1 jjIe IMENNIN MAO: IVAVAIWMA. 0 1/4 3/16" TAPCONS W/ 1 1/4 EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 3 1/2" O.C. SIDELITE WIDTH P.G.T. SERIES "FD-101 ALUMINUM FRENCH DOOR IN WHITE FRAME AND WITH CLEAR 3/1 6" TEMPERED GLASS N.O.A. 02- 0625.01 #10 SELF DRILLING SCREWS AT 6 AT CORNERS AND BALANCE AT 13 1/2" D.C. DOOR WIDTH TOTAL UNIT WIDTH MASONRY OPENING SECTION 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 13 1/2" O.C. SIDELITE WIDTH .. • • 1/4 J DRAWN er: ED VALDES (DATE : 03-06.05 SHEET NUMBC4 CG -1 4 ❑ F 14 ,._ X53 ,2 -10.3 1 144" X 84" SLIDING GLASS DOOR 72" X 84° SLIDING GLASS DOOR 54" X 80" SLIDING GLASS DOOR 84" FIXED WINDOW 37" X 84 FIXED WINDOW 53 1/8" :C 50 5/8" HORIZONTAL SLIDING WINDOW 1 1 1" X 44" HORIZONTAL SLIDING WINDOW P.G.T. SERIES SOD-2500 ALUMINUM O CI SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 1/4" TEMPERED GLASS N.O.A. 03-0123.0S B P.G.T. SERIES PW -701 ALUMINUM O FIXED WINDOW IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 02-0701.07 O P.G.T. SERIES HR -201 ALUMINUM O HORIZONTAL SLIDING WINDOW IN WHITE FRAME & CLEAR 3/1 6" ANNEALED GLASS N.O.A. 03 P.G.T. SERIES HR-201 ALUM. HEAVY RAIL HORIZONTAL SLIDING WINDOW IN WHITE FRAME & CLEAR 3/16" TEMPERED GLASS N.O.A. 02 -031 3.09 P.G.T. SERIES "FD-101" ALUMINUM FRENCH DOOR IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 02- 0625.01 P.G.T. SERIES "FD-101" ALUMINUM SIDELITE IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 03- 1223.01 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.D.A. 02- 0826.07 ® CD 0 0 ®U �� SCALE: APPROVED BY: DRAWN BY e, y , DRAWING NUMBER DATE: ' > 06-0S 4-i ( 14.141.. 3/_ MIAMI 33t42 Alpit..)0 05 el, Devre REVISED stiantasawassmaaw CI' 21 THE CONTENTS OF THIS DOCUMENT, ITS DESIGNS AND DRAWINGS ARE THE COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRADES PERFORMING WORK ON THIS PROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA + ASSOCIATES, INC, BEFORE COMMENCING ANY WORK. 3' -0' T D/W ITION ITION ASSEMBLY LEGEND 11til 111 ,1i∎111.11'�'I,Illiliii I " OR PARTITION SECTION FLOOR BASE REFINISH DW EXIST DW EXIST DW EXIST REFINISH REFINISH REFINISH DW EXIST DW EXIST REFINISH REFINISH REFINISH EXIST EXIST EXIST SIZE I-1 6-8' VERIFY IZE VERIFY SIZE 6' -8' C • �-- CONC SLAB T WOOD WOOD WOOD WOOD WOOD WOOD WOOD EXIST EXIST MAT'L ALUM/GL ALUM/GL ALUM/GL 7-6' 6-8' 1 -3/8' WOOD 6' -0' 6-8' 1 -3/8 WOOD 7-0' 6' -8' I -3/8' WOOD ess PR7 -0' 6' -8' I -3/8' WOOD NEW D/W PARTITION 1/2' GYPSUM BOARD TAPED / SPACKLED • EACH JOINT POWER FASTENERS • 24' C/C SEALANT WALLS DW EXIST DW EXIST EXIST EXIST EXIST TERIOR FINISH SCHEDULE FRAME ALUM ALUM ALUM WOOD WOOD pocket 7-6' 6-8' 1 -3/8' MTh /WOOC WOOD mtl clad - 3/4 hr rated WOOD WOOD DOOR SCHEDULE DRYWALL SCREW FASTENED' TO EXISTING CEILING SYSTEM R -11 BATT INSULATION SEE PART ASSEMBLY LEGEND l- 5/8 -5/8' (25 GA) MTL STUDS a 24'C /C CEILING I-IT. OW EXIST DW EXIST DW EXIST DW EXIST OW EXIST DW EXIST DW EXIST DW EXIST DLL) EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST REMARKS 12' SIDELITES *EA. SIDE DR G G am� . S TALL VERIFY EXIST FABRIC TION -ie FINISH) NEW CMU- D/W FURR -OUT EXIST DAU PARTITION - - - - -J TO BE REMOVED EXIST D/LU PARTITION TO REMAIN NEW D/W PARTITION TO MATCH EXIST REL RELOCATED BE R I1 EXIST EMO LD TO BE II EXIST DR TO REMAIN I ®) CONCRETE FILLED a' CMU CELL NO. SYMBOLS IZE W H MATERIAL REMARKS 2 3 4 G.G. SHALL � EXIST OPG S -NROA. H TO FABRICAT 0 0-3-03+5,10- ION SLID G.C. �.G. SHALLVERIFY EXIST OPG R TgFItI RR ) B�ABRDIRCSATION PGT -N.OA. 1'03- 0 AL /GLASS AL /GLASS 53' 38' 53' 54' Sm' 38' 31' I. 8' CONCRETE MASONRY UNIT 2. 3/4' STUCCO FINISH 3. 1" X 2' PRESSURE TREATED FURRING STRIPS 0 16' C/C 4. FOIL INSULATION R -4.2 5. I -5/8' X 3 -5/8' (25 GA.) METAL STUDS 0 16' C/C 6. I- 5/8' TYPE 'X' FIRE RATED GYP. BD. 7. 1/2" GYPSUM BOARD 8. batt insulation r -11 9. I /2' CEMENT BOARD (DUROCK) 10. CERAMIC TILE 11. I-5/8" X I -5/8' (25 GA) METAL STUDS 0 16" C/C AL /CLASS AL /GLASS FIXED GLAZING (GREY TINT) VERIFY EXIST OPG SIZE FIXED GLAZING (GREY TINT) VERIFY EXIST OPG SIZE ROLLING WINDOW- GLAZING (GREY TINT) PGT -N.OA. M 2=0-3 3A0- 0,0), 31 1 S.H. WINDOW (GREY TINT) VERIFY EXIST OPG SIZE PGT -N.OA. 0 02- 0102.02 1. ALL WINDOWS SHALL BE PRODUCT CONTROL APPROVED AND SEPARATE PERMIT 2. ALL WINDOWS SHALL BE PROTECTED WITH MIAMI DADE COUNTY PRODUCT CONTROL APPROVED STORM SHUTTER PANELS - WINDOW SCHEDULE c �93a6e / / EXIST 8'X12' CONC TIE BEAM 0 5 DOWELED 4' INTO BEAM- FILL UJ/ EPDXY GROUT 8 CMU CONC FILLED s EA FILLED CELL OPE Cs REMOVE EXIST CM a U " 5 DOWELED 4' INTO FOOTING -FILL W/ FOXY GROUT VERT. REINF. @ EXIST C.M.U. OPG. DETAIL "C" de' EXIST 8' CMU 0 0` REMOVE EXIST CLOSET t USE AS NEW SHOWER 111 4) 1u 111 1- Fc II M BDRM EXIST TO REMAIN +42.80 - 54.80 13'-5' REMOVE EXIST 8 GONG TB - EXIST TOP/BOTT RE -BARS TO REMAIN AND TIE W/ NEW KEBABS AID • ' 31 A -325 T R 8'X12 VE 8'X1 BDRM 2 EXIST TO REMAIN 1 EXIST Fc • NEW � • PENING E 1ST 8' CMU I NCREASE O lUp T O INSTALL NEW SL - SEE SCHED 1' 3' -1' i C BEAM W/2 •5T/ C/C THROUGHOUT LTS • 12' C/C STAGGERED ( _ FY LUDO OPG SIZE) C COLUMN W/ 4.5 1•3Ta a'C/C G CAP W/2.4CONT. 0 5 DOWELED 4° INTO FOOTING FILL W/ EPDXY GROUT KITCHEN WINDOW OPENING VERTICAL REINF. @ EXIST C.M.U. OPG. DETAIL " A" REpLAcK EXIST WINDOW IN SAME OPG -SEE SCHED +44.10 -57.50 wIc EXIST WIC 3' -0' WIC EXIST 01 ■ 2 -Fc 1 4' -4' 1 12' -6' - G.G. SHALL VERIFY EXIST OPG SIZE PRIOR TO FABRICATION rikEMOVE EXIST WOO. 4 INSTALL NE SL -SEE SCHED FAMILY EXIST TO REMAIN EXIST PARTITION TO BE REMOVED -G.G. TO VERIFY EXIST CONDITIONS AND PRIOR TO REMOVAL SHALL SHORE -UP EXIST CLG AND ROOF STRUCTURE CEILING HEADER TO BE REINFORCED r- SEE DETAIL 'B' REMOVE EXIST DR W/ GL. BLOCK AND REPLACE W/ NEW SWING OR PROVIDE (2 -Fc) FILLED CELL AT EACH SIDE OF OPENING +42.80 -46.80 EXIST a' 6' -0' 2 -Fc +40.00 -49.30 REMOVE EXIST W WINDOW IN SAE OPG-SEE SCREED PORCH EXIST TO REMAIN 3' -6' 2 LIVING EXIST TO REMAIN EXI FLOOR PLAN 1/4" = 1 ' -0 + -4.40 -5 8.00 4' -6' 3 0 O O 0 000 - Cr i - 0 4' -6' REPLACE EXIST WALL 4 BASE KITCHEN CABINETS 1 D/W SOFFIT ABOVE KITCHEN NEW FLOORING /CABINETS +41.70 -45.70 I 1 J D/W SOFFIT ABOVE I BKFST � 1' -6' EXIST TO REMAIN 6' -2' EXIST STEPS TO REMAIN GARAGE EXIST TO REMAIN EXIST Fc +42.80 -54.80 4' -1 ca X EXIS PAR PAR INTER! SPACE LIVING DINING FAMILY K I TCI -IEN KITCHEN M BDRM BDRM 2 BATH I BATH 2 GARAGE NO IN 6' -0' VERIFY IZE • • ST ' -3' EXIST CEILING JOIST TO BE SECURED TO NEW 2 -2X12 WD BM W/ 1'X1/8' STAPS W/ 2 -16D NAILS TO BM AND 3 -100 NAILS TO JOIST 2 - 2X12 WO BM BOLTED TOGETHER W/ 1/2'0 THRU BOLTS - STAGGERED AT 12' C/C NEW 6'X4'XI/2' X4' WIDE STL ANGLE- SECURED TO EXIST 8' CM WALL W/ 2 -5/8'0 E. . MIN 4' INTO BEAM NEW PARTITION OPENING EXIST 8' CMU WALL - G.C. TO VERIFY EXIST CONDITIONS- IN THE ABSENCE OF ANY REINF., G.C. TO PLACE 1 • 5 VERT IN EACH CELL 4 FILL SOLID W/ CONCRETE GROUT NEW 2'X4' P.T STUDS PARTITION DBL. STUDS • ENDS/SOLE 4 TOP PLATES SECURED TO EXIST FLR JOISTS W/ 1 -l/2' WIDE GALV STRAPS W/ 4 -16D NAILS KITCHEN PARTITION OPENING CEILING JOISTS/ BEAM DETAIL "B" NEW 8'X12' CONC. COLUMN W /4 4 " 3Te8'C/C • EACH SIDE OP NEW OPENING SEE DETAIL THIS SHEET EXIST S' CMU WALL TO BE REMOVED AND WIDEN WINDOW OPENING - REMOVE EXIST CONC BM 4 INSTALL A NEW 8'X16' CONC BM -SEE DETAIL G.G. PRIOR TO REMOVAL SHALL SHORE -UP EXIST CLG AND ROOF STRUCTURE NEW 18' WIDE P.G. SHELF 10' -10' 3' -10' 1 Fc X 11 (z E M RE OVV� EXXIST LUUDTO. TO INSTALL NEW SLDRS.- -SEE SCHED +45.40 -60.20 4 REPLACE EXIST WINDOW IN SAME OPG - SEE SCHED 2 - 2X12 WD BM BOLTED TOGETHER W/ 1a'0 THRU BOLTS STAGGERED a 12'C /C NEW 6'X4'X1/2' X4' WIDE STL ANGLE- SECURED TO EXIST 8' GMU WALL W/ 2 -5/8'0 E.13. MIN 4' INTO BEAM EXIST PARTITION TO REMAIN EXIST FLOORING TO REMAIN EXIST 8' CMU STEM WALL AND CGNC FOUNDATION C IA E LLAMA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING LIFESTYLE INVESTMENTS 290 N.E 100TH STREET NORTH MIAMI SHORES, FLORIDA 305 - 674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME FLOOR PLAN DATE 25 JANUARY 2005 FILENAME C: \ D2000 \ CONC EPTO\ 100SHORES \Al COMMISSION NO. 20041213 SHEET NO. A -1 COMPONENTS 090' 2fl .421 r ie- c a s • coo' r e . 7 4 „La.. t a� t.pd 1 1 4 ?' ,,, u0 La.. T © ® O w . t ' COLUMN P COLUMN N c L7 {I ¶ f p r l _ 9 * 4,145,24 t'� - 4040- 1 .167' Y 1.1 N I.,! N i '' f .aY 1. _. O! 1: 4.976 • O♦d .Ier, .. ,�_2.od_ 1 , 1 2.00 4.00 2. 00' 1 2.00' j, i5ce 1 � ,LiN } ` 1. d 1 i I. »' 1 t.Od t.00 7.0d 0 COLUMN O © © © OE O © 0 J© O © © © © ® SNAP COL, BEAM GUTTER FASCIA HEADER COLUMN SCROI J CHAIR RAIL I >' _ PURLIN PURLIN PURLIN PIUR1 IN SNAP RFAM SNAP BEAM Lob GCGOK$ _ 4�^H'T4 :AGO-TO. Oars -14 O416,1-T9 TON _ ,,� 4.4,0-74 4:45-14 e as mai 494l -Tv 6 -T4 Mi0-T(. (Ab0-1Z• LO4S-T4 694 -T4 £' 31b 4,333-73, -TG . \\ I PERSPECTIVE -------.------ � , `` ;rll / Ls. PVitLIN ® © ©''.O M105M54 i 59W. t46. snot. t A ` I i I I. I TYPE P E I sq RA! caNiMUan. �������� T o , -# RO D 6Ge -00. 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P L..1 ✓ MN f I ■ __ I el > xGT. am r D P S :4A 1 amt/ Ki7Yl RLML ON! f�,RLY4 / 1 2 ' , 2' , V 4 W /2_i . , THR� 'OATH EA-Ts 70 f3...4.14 AND TO R24p COL GUStse ca. coLW615.1 W-. V:ai coLVMN. ® � O raw PRPlec.11014 Gi 5313h1 - cdULl' C/ 1 1/ • i EL D ® O 4 S'-Y 8'-r 4 -T ! <' - d 9`T a'-II' I 4 ' 5 '- d G '- I ' < - /. t'_1 O. 0.-o• y'_7' 'L ";'4' THRU DOLTS 2-V!''. 0 "111171 nWNS Does u. Sx _ ' 4,- 1 - GA st e . a SID a cot. W/ Z w 10 sM5 GaB LCG e, ewe.' - - - - ES ROOF PROJECTION SCHEDULE R 2 nm7,-eOL» FAA c •, cib►■ o � � AA SECTION B-B G ' o ,' FOURTH WALL DETAIL ROOF PROJECTION TYPe L /800 L /80 cLR. vials( sTrtePV f ROti: •sµ3 ' •vIRnv•NG SECTION " 7 tows " 3 I / •/ • • 2'.2 y'6" 9/Li 2 CoL. RU 'COLTS < c` 10 SMS '(o pOL. AND 2-'p "•2K L: NIL11 WYK ^A, 5t1 Cr COL. WITCH ON 9JNCOL. XG o SaC.L EC wT,eN USING ca.L'WJ. CABLE SCHEDULE r Ye. 2Yt a Ie O.c. two wavy Ya'•s' HILTI WW1 RO L l'' INTO CoNG. R SECTION Z 1MA 4 * it 4p4 !tA y `' yy 11 ,p a % 344 g 'g / L ail 9/4 v ivoqxolomilt o ao wd e g = w 0 © 4 Rows 0'-'0" 54'4,', (Y) W. Cr MVO 2.413425 ca'lr¢cTION ® © 4 ROWS 11'-0' � eTTd0N ® To ®- L 6109 e N2C OTHER con- QSoeR se SECT. A_A p p _�__ 4 © l0' -0" bld 1 , bP I © I I• C' I row 12' - ar 2 RO J.'S 20'-0' 2 2 70 cot4IGR. cot. 11 D - - s' -b' t Rove ^ r, rTG - e SECTION EE MAX COL f 70' - 3 2 To GNI R RAIL. N DD r AO - - n' -a• PROW, cot_ JQ4meR 4C- " 4 s TO GN ICA.1L 1'•2 % . 6•¢t GA. w/ • NOTE C/.CLG rP,C PE N YPC9 AT MM. P60 TT 344 lo 5MS GA. LEG -- Are PC'iWRED �T 1 • . , d AJ:M 95XIP ri/ sic 40•15 3 2aa.c. R.RUN ® e - S' -J �J1E27H PS -'t7M ONLY ,MID , s ALTERNATE 4L rwal NA L. I Li jj e!'.'cl.00eP ere - 0 9'-e" TO SECT. A A '; . TNRUnx.T J �M - -- - - - #I0 :440. R/P,.KUN I/ p 4- ti! ✓VRllDOLtS C e (g) ca. P.. eau. Mr !- g"r'jN B M Gait Ol 511011 601 ■ MCj'� © a Ll. o .._. _ -._ _. O HG Ge t . 'r'RPLL. C0.e 2 THRU At-T.4 _ 2 HO rWIK -CC tI05M0 le'o. I . - NoTte: 1. O.LRA -L R• - P�IecTION 0 L /e0 .,NeLL 6.e v2-O• M.%IMUM. t 20D 2 TO roof. CLrne .+911,5 it • f -O' GVER112 Is VSeR . A00 a TO R C- sr6N5 1 A M -c0 o.NGW4G !s L$e Sc. #l0 Ss s 3 L'O.G - 625 ru m 2 12X rum �- II IO SIAS 2 Vac-- 2410 24.0 10. - DOTE G ALL eit cilc .TIOd+ - ds PCK SDC(ION AL-A. N - °, .3' Lp4 W CXPeN510N _111C-0M:55.5 022 2 _OR .,' 02.M 2.4.644o12 _ d ✓< Wtt52 Sit • '3E6 OR 4, , YeAC COLT U AN e ]bR ft.,..... n Wer ROOM PATIO COVER SCREEN NA C g4Tra. Lae f.6 YMM 3.4 ,0110 NfwM z•-•: mot Aw'1a0 0 RPO II ... 11-1-- ALTERNATE m.rrw _ 4 ,. ° r ' cLrcl�L+ze a + °'T`. �• I • ASSOCIATES . . SECTION CC CABLE DETAILS ; - l�' /`DES' E4S & PLANNERS TO SECT. EE ALTERNATE ALTERNATE e 6sica+L I � ' TYPICAL FTC. TO SECT, EE �r / TO SECT AA 1 I 1 likA.° SIOFSI 8" ROcw t 3 E D ROo t+t • *3oo GS $" RovoJU EAR tk �. /v/N6- Room GARAG. E ($X i Yt ?LENoM 3TON CAt(Rieg. A1K HAAJo R I-to DE. t ow/ t4 KLA.w HEAT • `Y t`•i;,)` 'ff'� C `1i.fN(i TO. Nora . .to$T r PRoP401 Abv � - v 1 /I RE$/PiNtE ;230 N /00 5 r- Y MI AII.I stioRES , FLA- 4 1+ 1 3 •••••,•-••••.•''.. •••••••••••••r" •%,.• • rs - ,••■••,-••• - ••••••• • •••-,•••.••• •••••••--- •••• 1 0 6 I L. . / C. _S e=. i e, r t.) •11 ,•••■ -.••• • • •••• g 3 0 I e. 1 L.) 10 • r•-• ••••••••••••••••• .••••■••••••••••••••■•■••%.236 211 6. /7 /4/4 A . co At, /h/e: ift /4 Ae:•"1.0%, / • 4•714. **•-l• *,•••••••, ••••••••••• ill& 1 e•Aad Pelt tO6?...,..• ' •••••••••44.4••••• HE/) 77A/6 fro A/Ai ra Zc? /c/ Je)tn p /)" MIAMI, HEATING & VEN TILA TING GO. 2515 MIK,A1 35, ELA. 1-N•l!and . JI 0-, • L. /X -V •••••••••••••• C« C ONNTRA C . ' DO.00tIrtNTS. = ell .dons st of ties@ 3?..a�is -:a : epeee oria; reri;oan< X n.at "itut ©; 4 ;: xok�:lteeta'.:3t it ^lord Forms "They .itando,r°d Lorin or " H "�Cec tent` 3oty een• Co`. "traatdr and Owner for" eonst.. 4 rued Hof' bulldi "` and=Artia1es .:to 44 :t`nciu_' give Stands` d`' `orr OP. he` Gene'rai,`Conditions k 164 rt . it on' 2ev sed 1.83 Cbpies off° t hese : or s. ar -on ale at rho 4 xchiteot�a Q f ide' or :e aonflio oa .t . eeu ' •isaa_ti4ri here an w t . a. acs i.dx Ce a 5Co 'd t dreg and 't es ! ` eoi» . t ica t iv a :and the3Q 3p"oci i.oatlon3 or t ie �:i'oht : terat�" rawln 3 t1er : th.e p `.QY .31Qn o these " l.uns ` °,andr;aspe fia "at�i ns 9,is1.1<. revail,. v �hd. �►SCC.,.. 0 1 . n inter` refer lQ t . >p a i a . d ''spent f loaf o s `k any dei a1 t Qn3. w %tlldut "wr ttrsr ,. authori :r rare i the ;0�riier} o , hiteot. *ha. • • r .40 ti ;8d ; the ti ContraatOr at :ht expefl e, CQ11tr$Ct4> 8h 1r $,C "( or nitre b t1 .h er ine. end i it s,. of r g.."e. ''e ':its ,as a de . r#eedcd. Cont>c st3all �echarge ail "oblige�.� t onto .,4jt Mate' { 'btu t► s &n a era1 (aQ.ve]Cr'�l, • b•►Cdn t raotorshal ° o,btatn anid= u {/ ' ror 1.13 offioiel� " 'sr i.t3 taer es ' "aud inep:eet d `easre "atin t�#`"i tiorl: itho` . ttea :a l.l.. visits► notices ?rel'at ve .;t4 h is { ri 9. g..t«i 'E " i3D`.=E.ECrTRIC 3F.RVICE =�� Tlte: � O no aI Qn -. ' , ` trS... b. 3hal: r'' rev Id ° eat 3 8rid: c erti Qo, • x y met er 'depQtrtQun d yeorIy°;ba3ti)t $ nd al 8rttica } rg$s duxit;the' - o f the bu ild` l.ng, T11i. service' aha be„ rished a live �1tb Contra►et vrhe xe�u d :'f the ord gre�;3 of bts' tr ;fit the Cora�letf.a>sr 4f b 13 cont:r "sat th) � Cot} t r t e t oa sits 2l ;h . .t aa • 'ai`ed`to•th r's_1'i+h- -';reI bur eu ' nt , ii eP°1 :4 3 41)...93 °.- /,tic/.106 w e �► s f or ly., t; I, , 3Hl�I tj . hD #U�LIC Lf.t 3iLITY Cont ractor shall ; 'carry at all. times, vr#lile' the . o'rk 14: ;10 : .progress, ''and,:`until .aorn letiorr, pub1to Li.a4t1it Xnsu i;arce, wh_ioli `wi 11; i n e n#.f the t wn.er,; against bnq .arid 0. 1, ' personal injury okatias, `or d,etth, re- sulti' there rorn for:.:a 'sum oP. not leas` than 26t `` The C.orit%raoto' "shell nl eidrry =stt ffici;eflt.ttxa and windstorm' insurance` to cover the cost :of repliieer)ient in the egent', of damages.'. Th`@`,Contraotor. shall b,e. respgnstble`.for'' tool . e uip tent materials," :eta.,' durt4 g',eonstruet.ton. 4 ,.CAS# ALit4rs�d:tiCL.`3''- The- fol.lavvi oash are'' tor the as ural cost of the ;materials purchased. riho'_Contraator. dr,d /or'.aut- �Contr otor : she11 "' han , or instal l reepeetive tei,s _ o part or their, contract .cost.' ' should the •• f inal:' cost' 'of • tbe -tteu L . ess •than,'thm e; ount i of trig'': a11owu;rjce;Y the 'Ovvner shall be credited wt_th the difference however should ..the Pinr Cost e'xoeed the allowunce:the �(swner $hall'„. ke' "the- seleetlOn ion Unless.' other » Zvi red noted ,or, agr,ecd ' upon.- H ardware 150400 Light, Fi :.. . .:' 17.00 Medloine Cabinete . COOP :RATION. ': TPADES - . sub Contxaotors 'shall;.cooperate• with. a11' trades v orking old' bu ilding and. esocute . all cork pertaf'ning :to hi.a° ticd o'. Without- hinderanee • to any, Other 2 GRADI t.G: AND EXCAVATION i pO 'ONEQV�u "all rough: gr aa�t ng both exterior g, n. e - mi.ts Qf •the, itildin shall. be done b by C Qntra4. Qr. 1 exdee excavated. materials aha..l.,ii d istriWted.;or grounds, or disposed oic. Contrao or .ta supply ' eXl rough tali. bo bri, rig grade ,t.51 li,nee • shown on draveingar 1.1a0kf ikl ,erourid all masonry = 'vralls where ned$e "nary, ° Al]. rill including &rt�di rj etd:. and b.daki' muat .be _thorou ly � daxa : and arou nt to shown: on drawings and :gger orally Sor`graded a3 t o drain water from b di 8. •Datuar. al 3,s cofsi.dered'63 the oro1.41 4t 'the$tr`eetFpavirig try from ot'.buliding, p. STAKES AID F3,41TFR BOAj3a Layout the building accurately . end . se,t such stakes • batter boar 0 j` etc. ta as ay:: be neceseary;, Oheck all dimens%one before exvavatt�n is .etarted C CAVATh �' l''� bX�' ok. • • all. s Shall r art . Q w . al � a . be spx'ea 6 sr "M '`Care. ahal.l: ',taken' not -.to ex- cavn `any s '. deepeit ; that . fece3sary, ast.. 11 . depth ; 8 $ll, >rillad wit#r co crate, no dirt being aJ lowed : to :tiring Y botto�n °Qt fo.otin s,: • to' proper level s� .ili exeavetionsy; or: togt# ngs shall, go ci wvn,-t :. solid 'undisturbed bearing . soil or ro ek. $xcaga.tiol� ;,:f'or. p :u3abin lines to, be done': by the pi umbing fib- Contractor. b ° CQNC]TTF,. 1OR o be under this �4 40 u e.5. thus furnt3tijng of . all. : labor teri_e .s ° ° e u ennt� 00,443er for the- ins l a, F � : � P� n y .ta 1 a ti.on- `of Co:laoret4 `,food s " ca . si 1 Ploor. sl z ;a e s l.} 1. t e .,=ms k. :. t t p. ifl ,: ., hea ,'`W81�G3� @ 0�, neee.- suaXy `to corn leto the ° ob as ind sat on "the` `pla` con ii. 4 `rou'ghout the !1� o d for � 0,7-0* 00Q lb, 't,est atron �t; a terr:;:z$ `da s Thet ae :cut:` cant nt" gra.. :; agg re . gato and water, content' „ for' , vatiou . preci @.t- r otreng shad a ri. td1y.. `adhered .shah' tie,° made,,,et ant time the rchiteot: d irer . , Neadymixed- co,nerete is preferable .' ` Th;e c o:fisiste toy'. oP` - iateri4.1.4; shall b'o s,ioh as to.-- pro d u a� ce ,',conorete:,-th4t 'shall';�;ay.s' . ap`eoi,,tied::, a tr,ength a the e. tirnc .work readtYY'z ' corners a dan a 01' f ora e, and around,- Xet 'Itor.3euient • o}�t exe dsslvflr p' ddi hg o r ep adin8. to lne 4.ggregate shall conetsti oP Ol earl,. spar P. sand ''or stone` sareenti ” s" °P re f rows all i.n uri :ouu salts, and organip matter, Coarse -'t;g re a te - shall con"siat of broken stores reas;onn ably disintegrated pieces, atd entirely.. free., ` or salts, or organic matter., }iQ atone shall: be larger` than ".3/4 ..:Water •: shall b e ''clean, fresh` : water,: free t rout v egeteb1Q or decayed o , 1 water contents • sbal"l be 6 gellons per sack-,of Geier ►t. 4,. Ceaent ; shgli confora ._to the la spe,o flee ti4ra.s, of the ; �meri. 3ooioty ; for ; .Testing that. eriul:s� '. •,Cement 511,011 be✓ .atoied on the' . 3l.te shat :be . protected from ;the - el. ements, 5. aeintording ; 3tee1 g'nall ';conforr4 to the speoit ioatfons of the'. m:eriean •3ociety for Testing Material§ , heel mu It be of proper length and •tent cold. Deformed bars only be used. No bas' showing 1 scales :of rust will b e allow e d. - `ro• high oar'ndn or rerolled materials will be " allowed. PLACIA(3 OF CONCRl'TB, . Concrete shall, tie deposi led in forms, as,•aoori as practio able after mixing and a11. Concrete, which remains in wheelbarrows or 'fixer oveir` thirty minutes :shall be vrasted. " 4 concrete shall be spaded enough to avoid honey - c o>nb1 n'g, L. 3LA133 ON FILL. All. slabs on Pill shown on p. un3 :s "ti ave" a rainitnun.: 'thickness : of 4 ", : shall $e: poi red "a,- si3aikraft .•taper, or 15th asphalt k • ' Pelt oY,e'rr•• yveli tamped and Fuddled clean f ill. :x.11 slabs to have 6" x " " 6r' 10' x• gusge road ,mesh �� iCOF G OR.. •- ork to be d one `iandex th .a hand - fr:g Includes the fu -,ri*isht,ng: o,_f ell labor,' Inatc',I` als, }end .equtpiaent Haag 35ary ior. the pr,oper..comp,letioa of. nil' block and,brtekv4rk sham`on the'drd;�int,i3„, and . re`senabl.y:_ implied :and cc"). 1 for 'i n thee 3pec f.i.cat1..on3 f Ha M'uiclL 0 ` i .; 1. Hiock 3 -. 3h 11 be 'standard, size locally ma de. cau bl:Qcks. . t c "art ficate of+:a, pr`oval by a tst;1►�g. laboratory shall,. be rendered to the . upon rey 2.` Demerit ,- cement 41a11rteet;.all rerq,,rez w t e fit... or f • .:marican ,.ociety -for Testirg Materials. 3. Mason !six - i mason mix. ei tal:x ac et . all rc t refaentd :of the ,Luerican ;•34ciety f " reatirig 4ater1a13. z. d:..3and - 1 send, shall.: be °lean, sharp, re3} , wwoteer,j'eand free . rani any vegetabl or: i njuriow licit ter. $0 Trim Ma,soinr .Tenneaseo Crab Orchard* Random. ashlar pattern Fiaor •Br Lek �` Croas fibre °;nog b the Brick and Tile: Sales Co pig I in C; L:OW Art IX'`- shall- be p vapor t ioned one pa cement; nine c mortar mix and : t enty sovo .. arts a add', ` 1 ' F � ' n ' to es QR� c xia i rx, " al.lb :'s chins € bolts,: f1 sh ug3, beapi3,- f'ra :ea, et 9.., a,s' may required,, Imbed: ally anchors, , and etc. r lnt concrete as re' Jred. , S '. GAULKI�G'- Qattik all fr og :with ?i'ecore :Caulki Co ip=ound : or. ;;e ,ua1., both from. put Oita, inside; F . CurilL.0 y DRII ,IVi. t, Pa`Iet!i '; 4!1.1 plumbing pipe0 el:,ectr#cal. <:couduits ° • eta. ,` .shun. bo: chaOed i nto -the q;el.l:a .and -.no • unneces ar�r c�xttf `sh`a1 . b n i d :•:�f,ci "'k ` . 31:1011' ,13 e covere and . � ; 1 _ . ; . ... , . r . proteotad` 0d irate y. +try ";work datna�eei' through _ tile: carol eesno04 O1'. any `af:':the :'.trades ` h,�11`• b r J1aa:ed t4 the 'sati:efaetion, :'of. the rehf�teat= r,QA.14 s . n ' i f - 4` ;u , a'. aCOi'� QO ► ►9f�C ..:. ,o�ek to' be �ctoi�e rider h.i.s hea. ingy. nc].ticiee } :Che. f urniihing of, -, a.U ' 10or, •.4ator1 t3 arld equipment i eee Sark :,tore the, proper erecti9n of all to rnl iiork screed of �, :a- r'e� utred to;r ti7ie laid n of alit. con re te, al,l. fa in$ iii abet ` ski :eat -. furri.iig Cabinets' ;G . t6,1 work, _t rough and -: fitaisi h� rd�: e, : e.te, ,,,the' ":2tb ve maiteri al a ar rte be irrs.tall,cd straight :andr.t ca det arfei ready - 'o other trs:d83. 3 FI# t..1f;G` lt7ti F t►l,l fra ding lurneer aha11 be ant aria: 1143' i tabke' 3t0-c- o si z ed es she�rn off; the, ."Pi ars': or -. collet ,�fe ' in the:3o `s ee ff ia sitigtrs wall . sea;ror�ed _ .} td :free: a11;'1urgi knot.s',o ctI �"ir,prfect: tons : vihi'ch mi it :lmpair..its ;.sire gth o d zraoil ity. 11 lumber 3 u11. b :e grade► mailed 3 2" atalk• ow i t 311 l.. ��a11`. Plat Y%a l ee. pia � = "2e l1Q P �;el:aid Pit,. :i "every 5' wi. h ' 1 / 2 anchor: hot 3 exterd1 r k 'th , e 1Qe. 3t "8 'et�rorote: lint; l" pit sty un R f ter ,,h l:: b = nth i Lon Leaf Pine' size ; as Called foi ; on lane and.' br u t to: erf' et n led a 1 Q E gli p � kart ti:oris - 11 fray a partition 'ur4 to' be , :3tuda placed ld��.`t3.as :�va11.s, spiked itito , p1, eer' Double :studs '` ro na a:l, op'enir gs. r U 'e one 2+ 4" sill :,and t o " x !i" Qrt plate. ; o1i bridge all rtition4,' ::onc ir# .their aiei g hty. �. �URRZ AU 4ROUNDS` : :: , I Provide and ergot 1 xR'2" cypre33 furring Iirou hoat-the `out 1din on ,the lr t►. erior of „all mas'onry', walls td' = receive ath and pins er. ; Provide and! erect •3/4," °grounds, t: open »x' • ng3 to . receive. t r w : nl,l f'irr ng' ;and ground, to '4 ereoted so „ that`; - the plW3ter fork: will be ri good al ..Creosote' or .0 ©lcure treat back.: Vii' all furring grounds ", and all'" woods rr contact w j. th . masonr/. Furri is,. not', to. be_ i ta rt.. ed; Until., electrical' con3eiit< hus beer, inst41ed •on iaasoury D b1ILLA"CRK. { All interior f inish 3' all'be reu hl s easoned rah tte . cypre;3., ,”` fir,: free from knots ; and : other v surface ir:aperfectiors ' .. k11 fYnlsh tr144 end, base to ,be 3/4" thick. one member, aa''detai.led, all : to be'a ands .roady.to rec© ve "nigh; 4:v door- t'raa'le One 'coat of_ paint.,b,efore erecting. D �, X11 °.doore to b`e of'sies �hojri otr : dratiy ngs° :,. ; 1- adore shah be .s.toc c` paneled! .. anti og white 1i e, eypre s or. f ir. `: : .1' extex.. for screen ,doors shell be: provided: itn;:.;f'ull :1e n' to 18 tees barQnze,: 3oreen. >Frejr s shsxl b :e l_ 81 thick. :, ti . Door - Jamb - ', ll .exte for ,door :frai es ;to b troin' x 6" cypreef,,:,'�:ll' int erior :door z "r :�e.s to'= be : . mode frgm; 3/4" .white: pine, cYprees a i r fix'. Et11•' Frtas 3 ,t have. planted. 3toys, Clos A11• : bedroom• - ,olos } ets cre t,o have : shoe : : l2 - ". ehelve3 "r�3`th 1." pi. 'o 4lothe , rodb . " C1o'3et doara to`= :be bung so that the j . oottor-t3 `are ." above rite height. Linen": el.oset to. Have zrive , /8. ", .. . E ' •FENI ..1I 1L.flDW4URE:' M 11 ext ior k doors to b hung; ee butts :all Interior doors to be : hung t4tb�'t t�a.:buttRd ,provide a1i.t- t.,1 •bron2e- thr'e 3hol3s` at aextertor :doors .vt ere'3h'ovrn.` All door :lock ; eta to be , "Sch1oge "- or equal. • buttons, type ee . l. G. above for • cash 'allowance,- :an4`` gor ` fini3h :. • hardtr:l re ..` • ;.T , :..,: �` • 'Alien su a. F. CUTT1t�C �r F ►heu. ,doh i.e 3.41? at , a Y co ip e, e : en he3 , carperitar, has done ;rail `'; .; riee. nary :cutting' nc `ff tilr:g'f'or'..the.gth crafts- has ` f'ult ` " t' i s'' o to work met = .end �.h oars y "ins ailed' °al:� - shall 44 ov'er -tie . entir;e b i l l,rig agdi n sxici :ertorm ,dace ear • gat 'Gh1,ng;or a 'itting+ leave: - pGrf eat A.,.5C41'2 >`4 L Q} (!.. \jerk to bo done `under. thin head:. i,rlg includes ",t11 furnisiti.r%g of :a11, l tateriu1 :and :e" uipwcnt,.: tec'easary for the,''- rQ far° lath, , p eaterirg an d stucco o nikc.s rface.s as: o al.l'e L :llilliG� '* t l.'.ex erior 1N ', (over f u ring } C :ei'iings, and;: art t ions where : noted 3hall,' e lat ed with ere`ck : lath or oat, s hoat ,`rock. • • e :ornery: oolid_ lathi } 3r* ik} Jo,i ate :,oven nett" ctio �d ,;and, °vrirxl v� a , e »i.6 : •..v�he a .er-a Q._ 4 _ u a mace mootr cover: join �+ thr inet if lath i e.i;.nforcd ` ; car tiers-: :with; c1.intori X:cl:oth. Va T 3 titet lath to icnd .u1 tie °tv8E1 . } • G A `I TP}ti'` 44t z s all'be • t o 'ooat tro rk xilt . irlt ;call. 3 an O lin 3 exce t a3 ot her st . r or;.it3 ei'al. Mariufuat or'a ,air ctt nay icr,'r,e -; Bard: to i xin shall, t;e atriotly ootuplied ,? t} , a1;1 p1ast4r1n be brout,ht of t, fl'sh::sit t $rn °und,3, : " :" oases = eto.; a 'i:F sz1 1es Oro t.O o. ' eu t. l pla$t..r- it g shall be 3iro1ght; ;rrri th groUnd3 - Ki.t% r anti bathrooms wa d' and':. cexl. .to `a e rhnrddtIi fjn s.h. l.i:,.other : :roocie•.to leave- a teextUred:,.f`tni. 3h. TC tures .t4 bee leotedf bit= the :Owner D P 'rcui x -: 11 patChin :off` plaster ,work ro.l l ed after "other .oraftsaien`,have. '1nish,ed. : the r.,wor}c m�at be do by th~e 1 aatejrer `.i r d ery neat. monner 1 ev l�& - neitlier':zr�t c" cka'rio a:ta fit at. an �► poin ' Textu ' Qf patcl e a to ;in{ t =h adj c'et t cur- p aTUCCO :'Cleat and Wet,: all masonry Lra.i.].s before proe'edIng with,! thv : stuaeoirigo Extarior, :'.sh'ai1 be composed or, rn approved •duality fir Masonry Cei exit Portland ° Cement arid"' clear 3 f re�h `w te sand. •tuc co to ; b e' mixed in _tight• :clean boxes:a The 1.- aplcco w ork -; 4hall b e`.apQlied: in,' twci .Coate ! tax ®`:, fir:.t :.co 'at of mix stltill b e cOlapo sed of oner part 3S sonry ec;ent,.' pert.: .Cement to two .pant :.o:; nand. , Thi s •.co .t i Jhuil be applied `dtree, ly:,to :the naajQnry otlee LYa�.I..'3urtace3, 'F 1� 17 out; s hollow''plaaao, Drough t a = . tintfo xri ple.. an and Aeratohed to , r eceive;. 32econd coat .: ,l ` ,be 3:tlo cnd 'f r "eo frar1 W eves. b4INUM, CASEMENT SA3Y j4x All. sash- throe out the buildi a oopt as ";otherwise noted ,shale; be alumina oa$.enent type sash a qua]. in quality ta,. "A B.C." reat iul 3ash,c ;Code 0i400- a$: noted; oar: ehevation drawi'rig Dl eer s ab a ll . b e mode ;front' : 4loy alumin Provide e lumi,upm, ;r drips of m b 4aaZ1 bef over caullting. Oporat : hardware . sha canai 'of '"Catty Karank Tyra # Operatoa�+� and cam lock *; 3oreena • be Pull lent tni t1 wesh4 a : uminum s_oreen mire. , Omi nnuittths where`: iudloete d; on. elevation drawing$ • B ath set s alh be iri atndF =pb rated. lkOidi and .out :wid approved mastic .caulking compound, sash sh b mounted? to preoaet'. 00ner et* g f rained with :t ah Yenetiari> blind` guises ae nuf aotured by the verett . a Ltvesay: fin sot o• ' Ynvs or .Di em . `: l ravide : wood . header fo r; m 9444 vs► lanc es, bl,inde a n d drap es • s y a Zai1r .i oRipa eascked` dais hllooa�' b goon F><o A�� � mac,. f , • 0/0! Z 3/4* , select 4rade'wh to oak fhoor r, vhio shall j be finished b` f,llirig` aaading two ooarta of . ahell waking san :3pollehl€. oak flooring to be: blLnd n U • 4 , with out,: nails ' to: pine diagonal sub f loorii g, LINOLEVbt FL00RINa'All marked ,''hlnoleua tXoqkring'�: „shall- have`/8 "; :guage grease inlaid linQXeuia o il`., approv manufao ," co, 40', .to be aeleo by o►wne*. L inoleu . shall b e ,.Aeniented to stioci thy, sanded pine or' • l oo un tert1oor1 v rth adhesives,` Inatailation shah be to e trtot a000rdanae wl,th m ufaoturerIa = d Oat o U on com l.etlon .831 =11 noleum ahal]; : b e b .ole e► d ;waxed E e_: ctrl s'. shall b a`' ahroiae, or r,t x aft d' � t . � P _ instal of .e' beee tt, alumi aotua net a�.. � • ' I �'. l etlio4 ?IL .WORK Th e :8aaio : s ol.f i at gn for t il. work N. <ry , P thir4 eidit,igni; au #awed b "the: Nati onal Ti a aotuwer's `,AaeodiatIon i nsQtar:a1 easy portio ` ei is appi .cable to this building, h erebl nda4e a.. part oil: is apeclgt,oation amid c-ont4caot,► • t w o a ;: ho i h t o f .4 1 6 * to 00410(e. d »1/4*, ; atandard "glazed ta-1e, . 6 1 0 * = at .tu rn ower above finished tlo •'_i r 1 wl d ow stood to be bull -ooaed ( gaged b a oil bul]►noae. ta: ba flesh with plaster. both ways• Follow with 90 lb. felt swabbed with' pitch.. All root areas shown as having ti lie dhai,l be covered with white, . shingle,: went Al tile -to be set In cement mortar and any further „manner in common practice to. inaurd a . . permanent = _roof . No badly broken till gill be. aooeirted and all roofs must bey: swept down .and oleaned of any mortar or ..other debris and :left in good condition; WELT M 'rAI .0411 1laa'hing, valleys etc., to be in 18 ea.. copper, copper edging stripe on all sheathlrig. Furnish ` drip strip in copper, - Other sheet metal work as shown. PLUMBING 3COPB The 'contractor shall furnish all labor, materials R ladders, ` soaffolding, implements, etc 'neeeaear*y to complete work included In this . . section; and " in a manner to satisfy the require mette of the dept, having Jurisdlc tion. `All . ,materials_ shall be._new .and the beat of their . respective" kinds and free from all defects. ` Te approval ' of . any materials, however, will not be considered a$ " ,acceptance of the work where inst. ali.od, ariould 'such materials: prove defective, A].1.. workmanship • she], , ` be first oleos; throughout - regardless- of kind or ,quality of materials. Plumbers shah. = provide .,from hour a to ' sept is tank and all connections required or necessary. Plum - r shall provide' hot. and oold'water connection ?lavatorie3,'' tubs, and sinks, - also hose bibs • w here.: shown.' Plumber` to connect, all waste and. sail, line to one 80o. gallon' septic tank with 200 ft.' drain* tile, Ai.lgpt: for one 40 . g allon automatio - ele`otria water heater, see d rawings , for - ].00atlon. ath Tab.' Master .Pembroke '0"; P222?'f with bath` filier,,and..shower" combination H =4d W at er Closet cadet Lavatory Companion F1163 Site 22 " k 18 " with chromard metal- tea and towel bars. $ t 169 Mi i walv'e ahoie> Curtain - 'Rolla " = 8293 ,leas. curt "sin ohein` Sint . - P10210'. 24" x' 20 p'- z 8$$4i:�atlaucetal ' 8984` 'strainer Ire 11 No. 3 0F(0 3COP3� :A 11"' " wiring is `to be :done. In atri a c da> oe to, r 'the ruled of the National Bo ard ot lire= TJn d erw itera an shall be - installed to • o brif o rnl to M i a rat Shores,: pia, . regu herever tj. one S sh a lt; have,. ivory face plate w shown. on,t plane... In�tall meter and, serer+ vine Prom nearegt pole Fur cer tl f io a t e :0 1 h ,inapootion„ The: entire _layout; shall m e et ; the :: requirements of- ..the F lorida Po a Li gh t - C o y , K nti re : y3t8ia to-be, i., in steel ' tube and stand m etalx outlet boxes. Ali. ` conduit shall b e run so tha there no gapped conduits Furnis and se ' ex necessary pabine and panels; of ]fu di Type or equal Any o outlets eapoaed' to _weather .shall be of the -w aterpo type.: - The ,entire s .b in charge of a o o mpe t en t ,; 1orema n a t all tim Allow extra oi p` anne i . a nd wir " for ranges, refri • , tors, a n d "w h eat er `space heater, etc. c , ARANTSK .':.Th ent system, shall' be guarante a defects ln' `and workmanship for period° or one year from 44t4 of installation. GZNE AL Th :oond ons and instruotldzia .to b tdde1s as applied qn: the general ` oontraot, a pply alsst opt tha'paiiting oont raot. Pittsbur paint °` or egaal. The Work to bet done by' ' ainting 'Contraot l�iol the furnishing -. o atl irate al �' lalaar, tools; and ' egtlipament which shall be r're(01red to complete the 'paint z g and 'finis of „che buil ding as .speo#Y'ied. EXTERIOR WOODWORKS PAINTING 19t" ign.Coat Priman.'according to-directions on the : package.•` , 2nd `and 3rd': Coats: - -House Paint as received in the package or .thin slightly, ; tt ;desired , w th Lep tyne turpentine, Vitoloil or linseed -oil. B REPARATION OF suit AG Sa. -►. Painting- contractor shal e fo lase wnolYY`;` responsiblr- tini$h oP. his wor and therefore, shah.` not commence any part' of It un til surface .I $ 1,nproper 'c.gttdi,ti,on is every respeot _ All knots or} sappy spots shall be. given one coat of sh,ellao - at leaet..ten :hours. bed `ore :painting: ]. n puttyin :o f nail holes;: oracks:And`'blehatshas shall be donet afte- priming coat`has : b(4ome: hard and dry and beCord ° Second: coat i,s applyed ' and putty shall match - the sliade :of finish.' coat EX TERIOR AND INFERIOR IRON $TEE'L AND& ORNAMENTAL IRON 1st-Coat :`•. App q P ttsburgh • tive Red > Iron . de. allow :overnight' caryir,, It : is.advlsable that -first ` or shop ° coat be 'app )sax at shop before metal is shipped to site or exposed to weather. 2nd: Coat - Apply black, gray ov red- ironhide or 'exterior house paint of seleoted color., For bAus use as reef ived { 3rd Coat :- 4e a's second coat 31VCCO 4 Two coats of: "3E0" or °'SOMAt* Waterproofing. INTERIOR PAINTING - AND DZCORLTING nter or -.woo tr -. two; cos work, first "goat; Wallhide FUR Coater each gallon reduced with one quart of Leptyne f or turpentine. '$econd coat; • Yal.hide' Gloss, .o color seleoted for , finish, Coat as'received in package. ,Enatite].' Kitchen c Bath t(alls and , Ceia.ing; Plaster Wrot- lst -' Coat Wallhide first Coater, ; each - a11on redu bed with _ one quart of Leptyne or :turpentine. 2nd C oat - Undercoater, 50 -26 according to directions. 3rd CoEtt .- ,uick Drying Gloss. Wall`: Pain. 50 -16 ace-. ording to directions'." FINAL The Contractor shall:-take all left over niaterials and debris away, frlm the premises, leaving all parts of the ; building "' in good` condition; "broom olean" w ith windows washed,: and " all tools carried; J7,1117 • • A "s 14, Iss;e:s. 4fs. .4 :14 s • `AtAT411X1 : rql"; —777 it I tilt i —4-re.xv --..-,, --.--:. - ,. 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