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6943 Gall Blvd (2)
Is EXISTIN ADA RESTR I TO REMAIN 0 n J a w w (D z U) X w EXISTING ELECTRICAL PANEL REMOVE AND REPLACE EXISTING WASHER / DRYER EXIT COMBO MACHINE WITH lIv NEW 0 0 I EXISTING UTILITY ROOM 1'-8". 7'-4" l I U _-_ REMOVE PARTIAL EXISTI INTERIOR PARTITION WA ALL EXISTING 2' X 4' ACOUSTICAL CEILING PANEL AND FLUORESCES LIGHTS SHALL REMAIN AS IT IS 17'-6" jI I EXISTING STOREFRONT J J 0 w Q ry w ry U) X w FLOOR DEMOLITION PLAN SCALE: 1 /4"=1'-0" REMOVE AND REPLACE EXISTING WATER HEATER WITH NEW 80 GAL. WATER HEATER DRAWING INDEX ENGINEER OF RECORD KL ENGINEERING INC 427 PALM CREST LANE LAKE MARY, FLORIDA PHONE: (407) 361-8017 FAX: (407) 610-5695 ADOPTED CODES BUILDING: 9IC» CODE INFORMATION 2010 FLORIDA BUILDING CODE, BUILDING 2010 FLORIDA BUILDING CODE, EXISTING BUILDING 2010 FLORIDA BUILDING COED - FIRE PREVENTION CONSTRUCTION DOCUMENT C-O COVER SHEET A-1 FLOOR /EQUIPMENT 8v LIFE SAFETY PLAN E-1 ELECTRICAL PLANS M-1 MECHANICAL PLAN P-1 PLUMBING PLAN BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION (FBC 301) CONSTRUCTION TYPE (FBC TABLE 601) ACTUAL AREA PLUMBING: 2101 FLORIDA BUILDING CODE -PLUMBING MECHANICAL: 2010 FLORIDA BUILDING CODE - MECHANICAL OCCUPANT LOAD CALCUALTION ELECTRICAL: 2008 NATIONAL ELECTRICAL CODES 100 SF PER OCCUPANT ACCESSIBILITY: 2010 FLORIDA BUILDING CODE - ACCESSIBILITY MAX. OCCUPANTS PER = 14 PERSONS ENERGY: 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION CODE COMPLIANCE THE ENTIRE SCOPE OF WORK FOR THIS PROJECT IS A NON—STRUCTURAL ALTERATION INSIDE THE BUILDING. THIS MODIFICATION ONLY HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE —EXISTING BUILDING, SECTION 101.5.2 WORK AREA COMPLIANCE METHOD. LEVER OF ALTERATION: 2 zvf q 4 0� �0106(1 BUSINESS, GROUP B TYPE II B WITHOUT FIRE SPRINKLER FLOOR AREA = 1400 S.F. PLUMBING REQUIREMENT ONE TOILET / URINAL REQUIRED PER 25 OCCUPANTS MAX.000UPANTS = 14 PERSONS REQUIRED 1 TOILETS PROVIDED 1 EXISTING ADA BATHROOM = OK f/l6 E) &�� , H AL���o�.�S��f�tL S�tLo�DA� P ��� co��'�' E NATIU�IrLZCT�C CODE OD s� COD MILLS" CTY OF ZED � r REVIEW CITY OF 7-EPHYRHILLS PLANS EXAMINERMAR ..1_$_2Q14 O W Q H Q Q �o �ob C C", 0 _ U ro 0 b�0 -0 C o� to a O w ro 3 a v ro '1 Ocd CD orb o - ro t8 co v V) -0 1—i t_ .x o �b PROFESSIONAL SEAL N•••Q U pC,���ii,��% No. 70935 • Date: 2-18-14 '_4!� 00 v1 W Q ui � o a Qw ♦^ �a N a w W 4 o �N 0 U DRAWN KL CHECKED CAD FILE C-0 PROJECT DRAWING NUMBER C-0 DATE 2-18-14 III 1GIis.,�lifa'���I��_yE91iYY�l�i1��:�i.F1-�.di���. �iLL Y�■�WWIsY�dI�llYV.�,]WII�I�IIE:iLIi'�.+ � �� �s� uuri�r�■i�■■� EXIT / FE nn ■ ■ ■ EGRESS i DISTANCE 33' o ■ o ■ ■ ■ ■ ■ ■ ■ ■ ■E■■■ ■ENNNOON■O i CH ■ ■ ■ ■ MENO■ONE■ NONE ■ ■ ■ KEEN■ ■E■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 'CL11 13 E _jD EMERGENCY LIGHT ED ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ E [+. EMERGENCY LIGHT LIFE SAFETY PLAN SCALE: 1/4"=F-0" CEILING LINE TOP TRACK NOTES: 1. USE #7X7/16" PAN HEAD TYPE FRAMING SCREW FOR STEEL STU TO STEEL TRACT. 2. USE #6X1-1/4" TYPE "S" DRYWAL SCREWS TO STEEL FRAMING. 3. METAL MEMBERS TO BE I ACCO F WITH THE AISI SPECIFICATIONS F( 0 DESIGN OF COLD FORMED STRUC w MEMBER, LATEST EDITION. z = ❑ 4. METAL MEMBERS TO BE IN ACC U' J U = WITH ASTM C645 STANDARD SPEC FOR NONSTRUCTURAL STEEL FRF N `- J < MEMBERS 2000 1/2" GYPSUM BOARD 3-5/8" METAL STUD 25 GAGE ❑ 3/16"X 1-1/4" MASONRY ; OR POWDER ACTUATE[ @ 16" O.C. BOTTOM RUNNER CONC. SLAB I-Ml IAIY- I INIC III � INTERIOR PARTITION WALL e INTERIOR PARTITION WALL N.T.S. N.T.S MEANS OF EGRESS FBC 1003 - 1005 OCCUPANCY CLASSIFICATION (FBC 301) BUSINESS, GROUP B CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, UN PROTECTED WITHOUT SPRINKLER SYSTEM ACTUAL AREA = 1400 S.F. OCCUPANT LOAD CALCUALTION 100 SF PER OCCUPANT MAX. OCCUPANTS PER = 14 PERSONS TRAVEL DISTANCE (WITH SPRINKLER SYSTEM) FBC 1015 200 FT. EGRESS WIDTH/PERSON SERVED 027PERSON - LEVEL MINIMUM CLEAR OPENING DOORS 32" TOTAL OPENING REQUIRED 027PERSON x 14 PERSON = 2.8"= 0.25' TOTAL OPENING PROVIDED: 6' = OK i = 2A10BC FIRE EXTINGUISHER FE (CAPACITY = 5 LB) SET TOP AT 5 FT. A.F.F. LIGHTING NOTES ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. U.N.O EXIT SIGN - RED LETTERS, WHITE FINISH, BATT. PACK LIGHTOLIER #LLC2URW WITH EMER. FLOODS. EMERGENCY LIGHTING - LIGHTOLIER #E5W (2-5.4w) TWIN LIGHT/BATTERY BACK-UP. WALL MOUNTED, WHITE FINISH. MOUNT @ 108"AFF S-0" 3 FRONT VIEW - ADA COUNTER —1 SCALE: 1/2" = 1' 0 EQUIPMENT LEGENDS cl 11 PEDICURE CHAIR TOTAL OF 8 MANICURE STATION TOTAL OF 6 QO NEW80 GAL. WATER HEATER TO REPLACE EXISTING WATER HEATER NEW WASHER/DRYER MACHINE TO REPLACE EXISTING ONE HAND SINK O 2A10BC FIRE EXTINGUISHER . (CAPACITY = 5 LB) FE SET TOP AT 5 FT. A.F.F. NOTE: PER 2010 FLORIDA BUILDING CODE -PLUMBING, SECTION 403.1 FOOTNOTE T', 'F. DRINKING FOUNTAINS ARE NOT REQUIRED FOR AN OCCUPANT LOAD OF 15 OR FEWER.' SINCE THIS FACILITY HAS OCCUPANCY LOAD =14 THEREFOR DRINKING FOUNTAIN SHALL NOT BE REQUIRED TO INSTALL IN THIS FACILITY WALL LEGENDS EXISTING 4" PARTITION WALL NEW 4" PARTITION WALL 12'-0" H. SEE FOR DETAIL NEW 4" PARTITION WALL 10'-0" H. SEE@FOR DETAIL DOOR SCHEDULES SIZE MATERIAL FINISH REMARK 1� 3'-0"xT-0" GLASS EXISTING © 3'-0"x7'-0" STEEL EXISTING 3� 3'-0"x6'-8" WOOD EXISTING ® S-0"x6-8" HOLLOW CORE NEW FINISH SCHEDULES FLOOR CERAMIC TILE BY OWNER WALL PAINT COLOR BY OWNER CEILING EXISTING 2' x 4' ACOUSTICAL CEILING PANEL cc a I r FLOOR /EQUIPMENT PLAN SCALE: 1/4"=P-0" O rw W Q Q o c � N ~ 0 d � � rn c E ro �n �j co � w o in o b0 z w ro u ro �.ob a clti� G U O U a m_ c- LL CYJ 4- G i:. �Tl cl o� CIJ ti x o o a o PROFESSIONAL SEAL 0�� 1111 I I I I III / / / // \\\\\\//�����i U O C ••......•• No.70935 10060 Date: 2-18-14 con v) a O a Qw i--�--� � a H� Mcn CQ7 x all N rTl F�--1 O O h+l DRAWN CHECKED KL CAD FILE PROJECT - DRAWING NUMBER A-1 DATE 2-18-14 C E E EXISTING EXIT U E E E E EXISTING I EXI T ..m. ELECTRICAL LIGHTING PLAN SCALE: 1/4"=F-0" ELECTRICAL LEGEND DESCRIPTION SYMBOL REMARKS TV CABLE N DUPLEX OUTLET R 120 VOLTS QUAD OUTLET # 120 VOLTS SINGLE OUTLET 220 VOLTS THERMOSTAT ❑r WALL SWITCH (1-WAY) S.P.S.T. WALL SWITCH (3-WAY) $3 TELEPHONE OUTLET PREWI E D DATA OUTLET ► EXISTING 2' x 4 LAY -IN FLUOR. FIXTURE 6" RECESSED LIGHT 13 PENDENT LIGHT EXIT & EMERGENCY LIGHT COMBO EXIT-EM EMERGENCY LIGHT EM EXIT LIGHT EXIT TRACK LIGHT WALL SCONE LIGHT b CIRCUIT BREAKER NUMBER # GENERAL NOTES: 1. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS OTHERWISE NOTED. 2. ALL ELECTRICAL DESIGN AND INSTALLATION SHALL COMPLY WITH 2O08 NEC M = NEW SINGLE POLE TOGGLE SWITCH -MOUNTED 48" AFF TO CENTER LINE WITH (OS) WALLBOX OCCUPANCY SENSOR SWITCH.DUAL INF, ULTRASONIC EQUALT TO LEVITON, INTERMATIC, WATT STOPPER. ALL ELECTRICAL DESIGN AND INSTALLATION SHALL COMPLY WITH 2O08 NEC LIGHTING NOTES: 1. REWIRE RELOCATED FIXTURES TO ORIGINAL CIRCUIT. FIXTURES WILL BE CONTROLLED BY EXISTING AREA SENSOR OR SWITCH. 2. REWIRE ROOM FIXTURES TO NEW CONTROL SWITCH OR SENSOR. UTILIZE EXISTING CIRCUIT MANUFACTURER SQUARE-D NQOD MAIN BREAKER NIA 3 PHASE MAIN LUGS: 225 4 WIRE K.A.1.C.: 10 1201208 VOLTS MOUNTED. FLUSH 0C BREAKER C CKT O TT C:KT IDENTIFICATION WIRE/COND O LOAD/PHASE (KVA) CIRCUIT LOADIPHASE (KVA) Q IREICCNIJ IDENTIFICAMON NO. D D NO. S E E S, A B C TRIP P P TRIP' A B C TENANT SIGN' EXISTII>1G L 0.8t} 20 _ 1 3.5C1 H 2: ANN 000 100 M I WIN i a no on U a IMM EMENIN IME \I` \\\\\\ f a a { MEN \\\\\\I e L 1 II ■ ®\ \—\ \\ 1000109IM010111MEN\\ ® 00M INS 1 • ® M MEN o MEN INS MEN ®NIINNI EM \ \\\\ \ \ \ \\ \\\\ \ \ \ \\ \ \ \ \ \ \\ \\ \\ \\ \\ \ \ \\ . • .\ \\ �. o\\\_.._1\\\\ \\\\O. TOTAL KVA PHASE A: 15.47 TOTAL KVA PHASE B: 11.71 TOTAL KVA PHASE C. 11.24 LIGHTING (L) RECEPTACLES ( ) A/C HEATING (HI A/C COOLING (C) KITCHEN EQUIPENT (K LARGEST MOTOR (M ) OTHER (0) • a a 0 �� ff UL Online Certifications Directory Hcame C u ck Guide contact Z.Js U-1-com System No. W-L-3077 XHEZ.W-L-3077 Through -penetration Firestop Systems December 15, 1998 F Rating —1 and 2 Hr (See Item 3) T Ratings — 0, 3/4 and 2 Hr (See Item 2) L Rating at Ambient— less than 1 CFM per sq ft. (See Item 3) L Rating at 400 F — less than 1 CFM per sq ft (See Item 3) CO TOTAL CONNECTED KVA: W.42 TOTAL CONNECTED AMPS: 106.65 TOTAL DEMAND KVA: 39.42 TOTAL. DEMAND AMPS: 109A2 GENERAL SQUARE FOOT; LIGHTING LOAD: * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002. **LARGER A/C LOAD. 10 5 KVA 0 VA SI Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* — Nom 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, number of layers and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of openings cut in gypsum wallboard is 2 in. C. Fasteners — When wood stud framing is employed, gypsum wallboard attached to studs with cement coated nails as specified in the individual Wall or Partition Design. When steel channel stud framing is employed, gypsum wallboard attached to studs with Type S self -drilling, self - tapping bugle -head steel screws as specified in the individual Wall or Partition Design. Diameter of circular through opening cut through gypsum wallboard on each side of wall assembly to be min 1/4 in. to max 11/16 in. larger than diameter of through penetrating product (Item 2) installed in through opening. Side edge of circular opening is to be min 3 in. from nearest stud in wall cavity. 2. Through Penetrating Product* — Max four copper conductor No. 2 AWG (or smaller) aluminum or steel Armored Cable+ or Metal -Clad Cable+. Max one armored cable or metal clad cable to be installed near center of circular opening in gypsum wallboard. Through penetrating product is to be rigidly supported on both sides of wall assembly. When installed in 1 hr fire rated wall assembly, T Rating is 0 hr. When installed in 2 hr fire rated wall assembly, T Rating is 3/4 hr when max No. 2 AWG cable is used and 2 hr when max 12 AWG cable is used. CONDUCTORES MONTERREY S A DE C V I�i1�►Y II�Y��i11i1_[." EXISTING ELECTRICAL PANEL-B, 200 AMPS 3 PHASE, 120 / 208V B - 26 B - 25� EF-2 GFI GFI y.-B - 21 GFI 1 B-19 EXISTING EXI B-28 GF G L GFI GFI !I G I23 B -17— GFI L7 �. � � � �,. _�B-24 F Q QUAD UAD 1 ] QUAD 3. Fill, Void or Cavity Material* — Caulk — Caulk fill material forced into annular space j around entire circumference of through penetrating product to completely fill opening in gypsum I wallboard on each side of the wall assembly. A min 5/8 in. thickness of caulk is required for the - 22 i 1 hr F Rating. A min 1-1/4 in. thickness of caulk is required for the 2 hr F Rating. 3M COMPANY — CP 25 WB+. \ SECT TON *Bearing the UL Classification Mark 1!1,VQUAD QUAD I B-2o E CLCL J-BOX FOR J #7-B TENANT SIGN ELECTRICAL POWER PLAN SCALE: 1/4"=P-0" O E� s� W Q H d Q � Q © © I a a 0 ~ U U > v� R a. v o � h/! 0 o C N °-S a 'oi � roti 3 UU U "'a M .-u O co � �H�1'j o on � .1 v o w i o -o :o o a � w ro a a) C�s a O a o F- � M SEAL IIIII///11U FRFESONAL ...EN 0935 •� ., R ///ipNA L/ 1\\`���N\NNN Date: 2-18-14 Q Q � O a Z ca a a \ a P. 0 V W W DRAWN KL CHECKED KL CAD FILE E+-2 PROJECT DRAWING NUMBER E-1 DATE 2-18-14 MECHANICAL LEGEND TYPE REMARK EXIST. z EXISTING 2'x2'RETURN AIR DIFFUSER TO REMAIN EXIST. 1 EXISTING 2'x2' AIR SUPPLY DIFFUSER TO REMAIN EXIST. ® 12"x 8" AIR SUPPLY GRILL TO REMAIN O EXISTING EXHAUST FAN-EF1 IN BATHROOM TO REMAIN ® NEW EXHAUST FAN-EF2 PROVIDE 750 CFM HANG ON CEILING JOIST ® NEW EXHAUST VENT — — — SHEET METAL HARD DUCT FOR EXHAUST FAN. SIZE IS SHOWN ON PLAN NOTE: THIS FACILITY HAS EXISTING HVAC SYSTEM. ALL EXISTING AIR RETURN, AIR SUPPLY GRILLS AND HVAC DUCT SHALL REMAIN AS IT IS. NO ADDITIONAL HVAC WORK IS REQUIRED REFERENCE NOTES O EXISTING 5 TON RTU-1 TO REMAIN. LOCATION IS NOT SHOWN ON THIS PLAN O EXISTING SUPPLY/RETURN AIR DUCTS DOWN FROM RTU-1 TO REMAIN AS IT IS. O EXISTING EXHAUST FAN IN EXISTING BATHROOM TO REMAIN AS IT IS O NEW EXHAUST FAN EF-2 TO BE INSTALLED AT PEDICURE ARE WITH HARD METAL DUCT ( SIZE ARE SHOWN ON PLAN) THRU THE BACK WALL OPROVIDE 8" DIA HARD METAL DUCT THRU THE BACK WALL FOR EXHAUST FAN EF-2 © DRYER MACHINE VENT IS EXISTING AND SHALL REMAIN AS IT IS FAN SCHEDULE FOR SALON MARK TYPE CFM DRIVE MOTOR DATA SERVICE NOTE VOLT. PH EF-2 CEILING EXHAUST 700 DIRECT 115 1 NAILS STATIONS 1,2 1. PROVIDE WITH BACKDRAFT DAMPER. DISCONNECT SWITCH 2. FANS PROVIDED BY OWNER/CONTRACTOR INSTALLED BY MECH. CONTRACTOR. MECHANICAL VENTILATION CALCULATION NUMBER OF NAIL STATIONS CFM REQUIRED PER STATION FBC-MECHANICAL TABLE 403.3 CFM REQUIRED NAIL STATIONS 14 50 CFM CONTINUOUS PER STATION 700 CFM OR NET AREA OF NAILS STATION = 612 SF 0.6 CFM / SF 367.2 CFM CFM PROVIDED BY EF-2 = 700CFM = OK TOTAL CFM VENTILATION REQUIRED 700CFM AIR BALANCE SUMMARY (CFM) MARK SUPPLY AIR RETURN AIR OUTSIDE AIR EXHAUST AIR PRESSURE SERVING RTU-1 2000 1250 750 _ +750 SALON AREA EF-2 -- - -- 700 -700 NAILS STATION TOTAL +50 OUT DOOR AIR REQUIRED (CFM) CALCULATION TABLE 403.3 FMC-2010 PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE, Rp CFM/PERSON OUTSIDE AIR REQUIRED No OF PEOPLE = 14 Pz=14 20 CFM/ PERSON 280 CFM/ PERSON AREA OUTDOOR AIRFLOW RATE IN BREATHING ZONE, Ra CFM/FT2 OUTSIDE AIR REQUIRED Az = 1400 SF 0.12 CFM/ SF 168 CFM/ SF TOTAL REQUIRED = 280 CFM + 168 CFM = 448 CFM NOTE: AIR SUPPLY AND RETURN ARE NOT REQUIRED IN THIS ROOM SINCE THE TOP OF THE WALL IS 24" FROM THE CEILING SEE SHEETA-1 FOR DETAIL EF-1 0 8"0 HARD DUCT WALL CAP WITH SCREEN W / FLAPPER PENETRATE SIDE WALL, TO BE FINISHED TO MATCH ADJACENT C ND WATERTIGHT FO XHAU T FAN, STAY 10' FROM NY AIR I AKE EXIST. O O EXIS I EXIST. O � O a E F-2 r iI 7-L� M-4„O I B-4110 — — — 4" 0-0 IS:XIS <0 1 0 O 80) I� 4"0 4"0 EXIST. ( EXIST. O � O 4„� y-4-0---� NEW 8" DIA. METAL —HARD DUCT VENT ABOVE CEILING 4' IXCJI 1 4„-0 suzsawcmv y EXIST. ,f, EXIST. O O ram I GENERAL HVAC NOTES: 1. THIS DRAWING DEPICTS THE REQUIRED HVAC SCOPE OF WORK. ALL WORK SHOWN IS ASSOCIATED WITH NEW CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2010 FL. MECHANICAL/ BUILDING CODES; NFPA 90A AND 101; ASHRAE; SMACNA; NEC; AND ORANGE COUNTY FLORIDA. 3. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS AND PAY THE ASSOCIATED FEES. 4. COORDINATE ALL WORK WITH THE OWNER AND ALL TRADES. 5. ALL MECHANICAL WORK SHALL BE INSTALLED BY A FLORIDA LICENSED MECHANICAL CONTRACTOR. 6. ALL EXHAUST DUCT SHALL BE SHEET METAL HARD DUCT EXHAUST FAN HANGIN BRACKET(ADJUSTABLE) CEILING MOUNTED N.T.S METAL STRAF 1-1/2" MINIMU 4' SPACING DUCT SUPPORT SCALE: N.T.S. SEAL PENETf SHEET METAL DUC SIZE AS SHOWN 0 EXTERIOR WALL N TS MECHANICAL PLAN SCALE: 1 /4"=1'-0" 3/8" ALL THREADED ROD W/ NUT AND WASHER AT EACH END ( TOTAL OF 4 RODS) SHEET METAL EXHAUST DUCT TYPICAL EXHAUST FAN WITH BACK DRAFT DAMPER EXHAUST FAN EXTERIOR WALL SEALAND ALL AROUND SHEET METAL BOX TO BE 1-1/2" MIN. LARGER THAN SLEEVE BACKDRAFT DAMPER FOR DRYER ONLY CONTRACTOR TO PAINT W/ WEATHER RESISTANT PAINT COLOR TO BE COORD. / ARCH/ OWNER SEALANT ALL AROUND PENETRATION DETAIL O E� a coo W Q H Q ao o c o 'b N O U U U o� a) LO 0 ago EIrl o b0 o t!1 O W C � o ro ti G 3-' f7i E l ',r n ti cL O PROFESSIONAL SEAL Q U pC'�%'�% GEN No.70935 R O illlll Date: 2-18-14 r� � O a as O �oN T l DRAWN KL CHECKED KL CAD FILE M-1 PROJECT DRAWING NUMBER M-I DATE 2-18-14 DTI inn VFNT IV l_^IJ 1111V SANITARY LINE 4STUDO q I VENT rl II I I I WASTE WATER RISER N.T.S. NOTE: ADA W.0 , LAVATORIES & WASHER MACHINE ARE EXISTING. THOSE EXISTING PLUMBING FIXTURES ARE NOT SHOWN ON THIS RISER e TO WATER SUPPLY G / \ 71 C `�LAV Ir WC WASHER ' MACHINE NT 71 \ C PED NEW 80 GAL. W.H. 2'y� `PED PED I TO REPLACE EXISTING 7/2„ \ I WATER HEATER C PED \ C PED PED I I ; _ 'y y 7i2\ C PED PED 7/2„ -\ C --\ --�/ 00, 3� 7/21 FRESH WATER RISER PEDICURE CHAIR PIPING & INSTIRUMENTATION DIAGRAM, PIPE -LESS SYSTEM WI T-1'FLOOR DRAIN N.T.S. NOTE: 1. PIPES FOR WATER DISTRIBUTION SYSTEM HAVE BEEN SIZED IN ACCORDANCE TO SECTION 604 OF 2010 FBC-PLUMBING 2. EACH PEDICURE CHAIR SHALL BE EQUIPPED W/ BACK FLOW PREVENTION DEVICE BY MANUFACTURE OR PLUMBING CONTRACTOR SHALL INSTALL BACK FLOW PREVENTION DEVICE AT EACH PEDICURE CHAIR NAR4�E T,; ?/8n HC1T WATER r. It F 1 OLTFR .,77 Y f IARO E FIN I R I D FI 00R -- 8ACKFlAA1` PW"TFR SPEMCATOS (Z" VACUUM EKAKER) PVC WASTE LINE LENGTH TO SUIT J BRASS CLEANOUT PLUG W/COUNTER SUNK HEAD FINISHED GRADE �16" SQUARE CONCRETE PAD IN SIDEWALK (WHERE APPLICABLE) TWO WAY CLEANOUT R&G SLOAN PVC PART NO.3724 WASTE LINE 2—WAY CLEANOUT DETAIL (COTG) SCALE: NTS CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W[TOP OF FLOOR FLOOR LINE 7 E ) SUIT NE 110 DE14U Ir ULCHIVVV I OCCURS AT END OF LINE FLOOR CLEANOUT DETAIL SCALE:NTS CONCRETE FLOOR OR RATED MASONRY WALL OR RATED FRAME WALL 3M CAULK CP 25 ILL LISTED OR PUTTY 303 I SCHEDULE 40 STEEL PIPE SLEEVE PIPE LOOSE CERAMIC FIBER PACKING WALL AND FLOOR FIRESTOP SYSTEM SCALE: NTS (EXCEEDS U.L. SYSTEM NO. 83,124,148.) AND SCREW e MAY EXTEND AS WASTE OR VENT WALL PLUGGED TEE WITH CLEANOUT FLOOR LINE 1/8 BEND k-T- BALANCE OF PIPING` SAME AS FLOOR CLEANOUT WALL CLEANOUT DETAIL SCALE: NTS GENERAL PLUMBING NOTES: NEW WASHER MACHINE CONNECT TO EXISTING TO REPLACE EXISTING SANITARY LINE WASHER MACHINE 1. VERIFY ALL EXISTING CONDITIONS AND EXACT LOCATIONS OF ALL EQUIPMENT TO BE PLUMBED PRIOR TO r.. THE COMMENCEMENT OF WORK, COORDINATEALL jI WORK WITH ALL TRADES. 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2010 FLORIDA PLUMBING EXISTI CODE AND COUNTY/CITY, AUTHORITY HAVING ADA BAT JURISDICTION (AHJ). I 3. PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS NEW 80 GAL. W.H. I £f APPLICABLE, TO INSURE THE ABSENCE OF LEAKS IN TO REPLACE EXISTING ACCORDANCE WITH THE 2010 FLORIDA WATER HEATER BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING/PLUMBING CODE. I � 4. NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC OO DWV. TRENCHES SHALL BE BACKFILLED AND COMPACTED. NEW CW AND HW PIPING SHALL BE CPVC PIPING EQUAL TO FLO GUARD GOLD. WRAP NEW HOT WATER PIPING WITH 1" R-4 PER INCH (PER THE 2010 FLORIDA MODEL ENERGY CODE) CELLULAR RUBBER INSULATION EQUAL TO ARMSTRONG ARMAFLEX. NOTE: BRANCH PIPING LESS .., 6 THAN 12' MAY BE INSULATED WITH 1/2" INSULATION PER SAME CODE. 5. SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES. I 6. SEE CIVIL/ SITE PLANS FOR LOCATION OF SITE LOCATED DOMESTIC WATER BACKFLOW PREVENTER. �I 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE I WITH THE 2010 FLORIDA BUILDING/PLUMBING CODE AND —_ THE PDI. �.--- - - - --------- 8. PEDICURE FAUCETS HAND HELD SPRAY SHALL CONFORM TO -0 o- ASME Al12.18.1 OR CSA B125.1. HAND-HELD SHOWERS SHALL PROVIDE BACKFLOW PROTECTION IN ACCORDANCE WITH ASME w �I" 3" h� w Al12.18.1 OR CSA B125.1 OR SHALL BE PROTECTED AGAINST 0 2 I1�" 2 1' Il BACKFLOW BY A DEVICE COMPLYING WITH ASME Al12.18.3. Of I m 12" 2" i w Lu -0 1 z 1 8€ z I I _ o- I I: 1 1 � Z �311 3 z 17 ?>> -0 o- w �I i )� w z�, z 211 211 1711 1; -0 17]' o- HS HS 2" \ 2" CUT 8" W. CONCRETE TRENCH FOR SANITARY PLUMBING PIPE. AFTER PLUMBING WORK DONE, THEN POUR 4" THICK. CONIC, SLAB WITH 2500 PSI CONCRETE. PROVIDE TERMITE TREATED FOR SOIL AND VAPOR BARRIER PRIOR TO POUR NEW CONC. SLAB FLOOR SANITARY PLAN SCALE: 1 /4"=F-0" z O E~ W L W F- Q �aaaa a o c '=o-o � N U ro o in a o W z -od- .o p ct 'Ti U a ti b0 G �= f—� W E] mCD V w � C p a G N O v o v a o a-) o PROFESSIONAL SEAL \���11111111I 0 Q U OC'''''Oi No.70935 NA IE 111`,��\\\• Date: 2-18-14 1� �v Ca � � O Oa ax �C �N 0 1^^ � DRAWN CHECKED CAD FILE PROJECT DRAWING NUMBER p - I DATE 2-18-14