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HomeMy WebLinkAbout300 N Entrance Rd 17-2320; NEW BUILDINGBUILDING CODE REFERENCE FLORIDA BUILDING CODE -2014 5th Elon INFORMATION ON DRAWINGS SECTION 1606.1,7 FBC SECTION 1606 1, BASIC WIND SPEED FLORIDA 140 MPH - 3 SECOND GUST 2. WIND IMPORTANCE FACTOR FACTOR I I BUSINESS OCCUPANCY 3. WIND EXPOSURE FLORIDA WIND EXPOSURE B 4, INTERNAL PRESSURE COEFFICIENT BUILDING SIMPLE DIAPHRAM MEETING 004 THE 7 SHAPE CRITERIA FIXTURE & EQUIPMENTS POWER PLAN, INTERNAL PRESSURE COEFFICIENT - 0.18 5, COMPONENTS & CLADDING DESIGN WIND PRESSURE 006 32 PSF FOR COMPONENTS & CLADDING ELEC PANEL SCHEDULES 007 DESIGN WIND PRESSURE FOR OPENINGS + 29.4 PSF / - 34.7 PSF FOR 36" WIDTH OPENING STREET ADDRESS 100 S OREGON PRU 400) AVE ,SANFORD, FL 32771 TAX ID NUMBER 29-19-30-300-011 D-0000 PARCEL ZONING COMMERCIAL JURISDICTION: SANFORD , SEMINOLE COUNTY, FLORIDA PROJECT DESCRIPTION: INTERIOR DEMOLITION of EXISTING, NEW TENANT; IMPROVEMENTS BUILDING OCCUPANCY GROUP B BUSINESS CONSTRUCTION TYPE TYPE I I - B FIRE SPRINKLERED BUILDING AREA 5075 SF AREA ADOPTED CODES BUILDING: FIRE: PLUMBING: MECHANICAL: ELECTRICAL: ACCESSIBILITY: ENERGY: CODE INFORMATION FLORIDA BUILDING CODE - 2014 Fifth Edition FLORIDA BUILDING CODE- 2014, EXISTING BUILDING FLORIDA FIRE PREVENTION CODE - 2014 FLORIDA BUILDING CODE, PLUMBING - 2014 FLORIDA BUILDING CODE, MECHANICAL - 2014 CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE, 2011 EDITION 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FBC 2014 ENERGY EFFICIENCY FOR BLDG CONSTRUCTION 52* DeBory Fort Florida Bergson a M Junction W Black Bear Valdez Wilderness a Area.,> central F=lorida Zoo R Botanical Gardens Aster Farms Lake Monroe 17 100 South OregonAV@til!£ '�� Wilson Corner Sanford 45 �% Midway Orlando Sanford International Airport VICINITY .T. BAF •IOI_T 2"X4" '.5 -AL ACING SHCI: T STEEL PIN 4" ATTA- H TCBAR JOIST TAPPING— �G I -ACC", 'STI(, CLf_,_ TILES 2.. ri 4,. T")P 25(, TRACK FA,—TL? To 'FII Ih.lr TRUSS I 1/2" DRYWALL FIN. 2"X4" METAL STUDS 25G. QF 24" 0/C PAMSE- TO FL SL'�r. II"TTERTJR -IT DFTAIL i 1 i NOTES I — INSTALL AC CIt 11C AL ('FILING IN EACH LITE AT I O• HIGH. � 2— INSTALL .A HARD C E.IL1."'(; IN ALL HALLWAY. f MAPNORTH SHEET LEGEND 001 Al CODES, EXISTING BUILDING PLAN, SHEET LEGEND T� 002 A2 FLOOR PLAN 003 A3 LIFE SAFETY 004 E1 FIXTURE & EQUIPMENTS POWER PLAN, 005 E2 REFLECTED CEILING & LIGHTING PLAN 006 E2 ELEC PANEL SCHEDULES 007 M1 HVAC MECHANICAL PLAN & DETAILS 008 Pl PLUMBING PLAN 009 1 P2 PLUMBING FIXTURE PLAN AND SCHEDULE .T. BAF •IOI_T 2"X4" '.5 -AL ACING SHCI: T STEEL PIN 4" ATTA- H TCBAR JOIST TAPPING— �G I -ACC", 'STI(, CLf_,_ TILES 2.. ri 4,. T")P 25(, TRACK FA,—TL? To 'FII Ih.lr TRUSS I 1/2" DRYWALL FIN. 2"X4" METAL STUDS 25G. QF 24" 0/C PAMSE- TO FL SL'�r. II"TTERTJR -IT DFTAIL i 1 i NOTES I — INSTALL AC CIt 11C AL ('FILING IN EACH LITE AT I O• HIGH. � 2— INSTALL .A HARD C E.IL1."'(; IN ALL HALLWAY. f MAPNORTH T v Cr EXISTING _ VACANT SPACE FLOORPLAN-- �r�,SkOt� 100 S 02EGON AVE SANFORD, FL 32771 1 /8" = 1'-� �. 5075 SF U LLj r1 O DC O LLJ z Ey M J LL L 0 ru V / 70 U (d L 4-.J LU O z o O M Z O v DATE MARCH 01, K18 Al SHLET Uj V u u q. t'_lven H THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY STEVEN A.HEPNER Hepnei USING A DIGITAL SIGNATURE9 PRINTED COPIES OF THIS DOCUMENTARE NOT CONSIDERED SIGNED AND,'Q•O AND THE SIGNATURE MUST BE(J •OQSEALED vVERIFIED ON ANY ELECTRONIC COPIES 19,043 004 -05'00' T v Cr EXISTING _ VACANT SPACE FLOORPLAN-- �r�,SkOt� 100 S 02EGON AVE SANFORD, FL 32771 1 /8" = 1'-� �. 5075 SF U LLj r1 O DC O LLJ z Ey M J LL L 0 ru V / 70 U (d L 4-.J LU O z o O M Z O v DATE MARCH 01, K18 Al SHLET Uj V u u q. f GENERAL PLUMBING FLOOR PLAN NOTES: 14. PLUMBING CONTRACTOR IS TO ROUGH -IN FOR EACH ITEM WITH DRAIN, WATER AND GAS CONNECTION AS SCHEDULED. GAS NOTES: - 1. CONTRACTOR IS TO READ THE GENERAL NOTES PRIOR TO READING THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED ` 1. GAS LINES SHALL BE SCHEDULE 40 METALLIC PIPE i FOR A COMPLETE INSTALLATION. CONBRACO NO. 75-424—RV i FOLLOWING PLAN NOTES: COORDINATE WITH GENERAL CONTRACTOR AND WITH OTHER TRADES. 2. MAXIMUN LONGEST LENGTH OF GAS LINES 1-1/4" SHALL BE 20' CALIBRATED PRESSURE 2. FOR CONTINUATION OF WATER, GAS AND SANITARY SEWER SERVICES, REFER ' TO CIVIL PLANS. 15. INSTALL A MANUAL RESET AUTOMATIC .FIRE PROTECTION GAS SHUT-OFF VALVE 3. MAXIMUN LONGEST LENGTH OF GAS LINES 3/4" SHALL BE 150' RELIEF VALVE SET AT 85 INSTALLED IN GAS UNE TO KITCHEN EQUIPMENT HORIZONTALLY ABOVE PSI. INSTALL PER MANU- 3. WATER AND GAS LINES SHALL BE RUN ABOVE CEILING AND SANITARY SEWER COLING IN ACCESSIBLE SPACE. COORDINATE WITH KITCHEN HOOD FIRE GAS_FIXTURE SCHEDULE FACTURERS RECOMMENDATIONS. LINES UNDERGROUND UNLESS NOTED OTHERWISE. CONFORM TO ALL STRUCTURAL PROTECTION CONTRACTOR. EXTEND GAS LINE DOWN WITH 6" DIRT LEG AND AND FINISH CONDITIONS OF BUILDING. COORDINATE WITH STRUCTURAL AND SECURE ALONG WALL A 18 AFF. REFER TO GAS RISER DIAGRAM. G1 DRYER 35.000 BTU ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. G2 W/H 140.000 BTU AIR RELIEF VALVE 1 4. LOCATE EQUIPMENT AND FIXTURES APPROXIMATELY AS SHOWN CONFORMING TO 16. SODA LINES SHALL BE INSTALLED WITH 24" RADIUS LONG SWEEP ELLS ( G3 W/H2 140.000 BTUG4 W/H3 140.000 BTU ALL ARCHITECTURAL AND STRUCTURAL ITEMS. PROVIDE ALL SUPPORTS, COLD WATER INLET HANGERS AND OPENINGS AS REQUIRED FOR A COMPLETE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR CLEARANCES, AND 17. CONDENSATE DRAIN LINES SHALL BE INSTALLED AS HIGH AS POSSIBLE FROM 600.000 sru I EXACT LOCATIONS OF EQUIPMENT. ALL EQUIPMENT AND FIXTURES SHALL. BE COIL TO COOLER WALL. SLOPE DOWNWARD TO A POINT 18" AFF THEN THRU 2488 - 242 cF=�3o (1.1 /4„ SCH40 METALLIC PIPE) INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN FULL COMPLIANCE WALL, FORMING A "P” TRAP FLAT AGAINST WALL, THEN EXTEND TO DRAIN. TABLE 402.1(1) GAS VENT BY MECHANICAL WITH ALL APPLICABLE CODES HAVING JURISDICTION. ALL LINES ARE TO BE STRAPPED AND SECURED TO WALL IN A NEAT MANNER. ( FBC=2014 CONTRACTOR; REFER TO ALL PENETRATIONS ARE TO BE SEALED AND LINES FINISHED WITH 5. WATER LINES LOCATED IN EXTERIOR WALL SHALL BE INSTALLED BETWEEN CHROMATONE PAINT. IF PROVIDED; FREEZER DRAIN IS TO BE WRAPPED WITH HEAT TAPE, ss.o0o BTU 1T0 HVAC DWG S FOR DETAILS INSULATION AND INTERIOR OF WALL WATER PIPING INDICATED UNDER THIS 2488 - - 514,06 cF=64 (3/4" SCH40 METALLIC PIPE) -- --- - SLAB SHALL BE SEAMLESS COPPER WITH NO JOINTS AND LONG RADIUS CURVES 18. SLEEVE ALL PIPING THRU FLOOR AND CONFORM TO ALL STRUCTURAL AND TABLE 402.1(1) FOR TURNS, PROTECTED USING ARMAFLEX INSULATION AND ENCASE IN SAND FINISH CONDITIONS OF BUILDING. FBC=2014 ` UNION (TYPICAL) ' BED. INSULATE COPPER LINES FROM CONTACT WITH CONCRETE, REINFORCING - --------____.. _ _ STEED OR OTHER PIPING AND CONDUIT. HOT WATER OUTLET ' 6. TRAP PRIMER SHALL BE LOCATED UNDER LAVATORY IN ACCESSIBLE LOCATION. EXTEND 1/2" WATERLINE UNDER FLOOR AND CONNECT TO TRAP PRIMER TEMP. &PRESSURE CONNECTION ON FLOOR DRAIN. RELIEF VALVE NOTE: 7. HOSE BIBB AT 42" AFF FOR PROVIDE SUPPORTS AT EACH SYSTEM DRAIN. INSTALL BACKFLOW PREVENTION AS REQUIRED PER LOCAL CODES AS HIGH AS POSSIBLE IN ACCESSIBLE LOCATION. CHANGE OF DIRECTION AT A ry MAXIMUM OF 2'-0" EACH SIDE 8. PLUMBING CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTION ON THE FOLLOWING ITEMS: CARBONATORS, WATER FILLERS, & ICE MACHINE. GAS PIPE LE MINIMUM LENGTH ! V u-000.0O�°°O4aG L- °O°O°O�G0CUvol 9. PLUMBING CONTRACTOR SHALL ROUGH -IN FOR EACH ITEM LISTED BELOW WITH DRAIN, WATER, AND GAS CONNECTION AS REQUIRED. COORDINATE WITH OWNER AND SHOP DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS. MAKE ALL FINAL CONNECTIONS, AS, REQUIRED FOR A COMPLETE .INSTALL.ATION:,. COORDINATE WITH GENERAL CONTRACTOR AND WITH OTHER TRADES. SPEED CLAMP ' '3/8" LAG BOLTS 1 1/2" LONG ' REFER TO EQUIPMENT CUT SHEETS FOR EXACT CONNECTION REQUIREMENTS. 4"X6" CEDAR BLOCK 10. GAS LINE AND/OR CONDENSATE DRAIN SHALL PENETRATE ROOF THRU SEALED SHEET METAL HOUSING OR THRU WALL WITH SHEETMETAL FLASHING. ROOF MEMBRANE 11. SLEEVE GAS PIPING, COMPLETE WITH A VENTILATION SYSTEM OF AIR TIGHT f RELIEF VALVE. O SLEEVES FOR ALL CONCEALED GAS LINES IN S �CHASES, �GE�U�� DISCHARGE TO I� CEILING SPACES, CRAWL SPACES, ETC. SLEEVE BLACK STEEL PIPING. TERMINATE ALL SLEEVES 2" INSIDE INHABITED 8"MIN --1 MOP SINK SPACES AND VENTILATE ABOVE GRADE AT OUTSIDE ENTRIES. L— --I 12. ISOLATION VALVES ARE TO BE INSTALLED AT EACH PLUMBING FIXTURE 4"6" CEDAR BLOCK AND/OR GROUP OF PLUMBING FIXTURES. LOCATE VALVES IN ACCESSIBLE 12"MIN LOCATIONS; ABOVE LAY -IN CEILINGS IN GYP. BD. CEILINGS OR WALLS WITH BURNER ASSEMBLY CHECK VALVE SHUT—OFF VALVE ►—Db-----�—� COLD WATER INLET -------►---Z HOT WATER OUTLET �-r-- DRAIN FULL SIZE TO JANITOR SINK /—TANK DRAIN VALVE 1 C� "-`R-DIRT LEG FLOOR ACCESS DOORS. zzzA FRICTION PAD GAS CONNECTION 13. INSTALL GAS SERVICE WITH MAIN CUT --OFF VALVE .000TLET SIDE AND EXTEND ROOF AS SHOWN. GAS PIPE SUPPORT DETAIL PROPANE WATER HEATER DETAIL 5 NOT TO SCALE SCALE: NTS W/H W/H W/H LC-. I. .® GAS METER L:__._L____ '� ------{� -- - 1_14„ - 3/4, ----------------- GAS SOLENOID VALVE MAIN GAS REGULATOR PROPOSED GAS LINE SCALE: N/A -- PERMIT # ISOMETRIC GAS LINE SCALE N/A. _.. l 1 i i I REVISIONS. i i I r— I I � � ' J I LL - 0 i U ujJ LLI 0 _z uJ ..� V) 0 t w F_ Q 0 0 U z z A j O V) I ry I I w ! z I � z Q I z i z o i < `� w ;o i I� ARCHITECT: STEVEN HEPNER CHECKED: f DATE: f SCALE: JOB No: SHEET: i i Ir Y I.I I' 21 C9 PERMIT # ISOMETRIC GAS LINE SCALE N/A. _.. l 1 i i I REVISIONS. i i I r— I I � � ' J I LL - 0 i U ujJ LLI 0 _z uJ ..� V) 0 t w F_ Q 0 0 U z z A j O V) I ry I I w ! z I � z Q I z i z o i < `� w ;o i I� ARCHITECT: STEVEN HEPNER CHECKED: f DATE: f SCALE: JOB No: SHEET: i i GENERAL PLUMBING NOTES A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. C. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL NOT BE ROUTED OVER ELECTRICAL PANELS. D. SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. E. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. F. AIR ADMITTANCE VALVES ARE PERMITTED AND TO INSTALLED PER MANUFACTURE RECOMMENDATIONS. G. WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. H. DOMESTIC WATER PRESSURE TO FIXTURES SHALL NOT EXCEED 80 PSI, WHEREVER THE SUPPLY PRESSURE EXCEEDS 80 PSI THE PLUMBING CONTRACTOR SHALL PROVIDE A PRESSURE REDUCING VALVE TO MAINTAIN SUCH PRESSURE BELOW 80 PSI. PLUMBING CONTRACTOR SHALL ALSO OBTAIN A READOUT OF AVAILABLE PRESSURE FOR THE PROJECT PRIOR TO THE WATER METER CONNECTION, AND NOTIFY THE ENGINEER WHENEVER THE PRESSURE DROPS BELOW 60 PSI. PRODUCTS SANITARY SEWER PIPING PVC SCH. 40 AND PVC CELLULAR CORE (FOAM CORE) PIPE AND PVC DWV FITTING SYSTEM - (NON -PRESSURE APPLICATIONS) A. THIS SECTION COVERS PVC SCH. 40 AND PVC CELLULAR CORE (FAOM CORE) PIPE AND SOLVENT CEMENT FITTING FOR PRESSURE APPLICATIONS. THIS SYSTEM IS INTENDED FOR NON -PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 140'F. B. PIPE SHALL BF MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-B/11432 AS IDENTIFIED IN ASTM D 1784/4396. FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-B AS IDENTIFIED IN ASTM D 1784. C. PVC SCH. 40 AND PVC CELLULAR CORE PIPE SHALL BE IRON PIPE (IPS) CONFORMING TO ASTM D 1785 AND 2665 AND ASTM F 891. PVC DWV SOLVENT CEMENT FITTINGS SHALL CONFORM TO ASTM D 2665. PIPE AND FITTINGS SHALL BE MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURE. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES. ALL SYSTEMS SHALL UTILIZE A SEPARATE WASTE AND VENT SYSTEM. PIPE AND FITTINGS SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. D. INSTALLATION SHALL COMPLY WITH THE LATEST INSTALLATION INSTRUCTIONS BY THE MANUFACTURE. IT SHALL ALSO CONFORM TO ALL LOCAL PLUMBING, FIRE, AND BUILDING CODE REQUIREMENTS. SOLVENT CEMENT JOINTS SHALL BE MADE IN A TWO STEP PROCESS WITH PRIMER MANUFACTURED FOR THERMO- PLASTIC PIPING SYSTEMS AND SOLVENT CEMENT CONFORMING TO ASTM D 2564. THE SYSTEM SHALL BE PROTECTED FROM CHEMICAL AGENTS, FIRE STOPPING MATERIALS, THREAD SEALANT, PLASTICIZED VINYL PRODUCTS, OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH PVC COMPOUNDS. AND INTFRRUPTIONS CPVC (CTS) HOT AND COLD DOMESTIC WATER PIPING A. THIS SECTION COVERS COPPER TUBE SIZE ( CTS) CPVC MANUFACTURED TO STANDARD DIMENSIONAL RATIO (SDR) 11 FOR HOT AND COLD DOMESTIC WATER DISTRIBUTION. THIS SYSTEM IS INTENDED FOR PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 180'F AT 10OPS1. B. PIPING ABOVE AND BELOW FLOOR SLAB: SCHEDULE 40 CPVC-HCWD, CTS, SDR -11, RIGID (ASTM D-2846) PLASTIC PIPE WITH SOLVENT CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS. C. PIPING BELOW FLOOR SLAB OR BELOW GRADE OUTSIDE THE BUILDING: CPUC SCHED. 80 RIGID PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS. (SCHED 40 MAYBE USED IF WATER SERVICE PRESSURE DOES NOT EXCEED 10OPS1) NOTE: PLUMBING CONTRACTOR TO REFER TO EQUIPMENT DRAWINGS, SCHEDULES/EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMENT. SEE OWNER FOR ANY EQUIPMENT VARIATIONS. ALL SPECS SUBJECT TO LOCAL CODES. CLEANOUT PLU( SOIL OR WASTE WALL CLEANOUT (WCO NOT TO SCALE D ETAI L _ I -1i2" fY `�WATFk- HEATEF; j COVER WALL PLUMBING EQUIPMENT SCHEDULE MARK FIXTURE WASTE VENT CW HW MANUFACTURER DESCRIPTION MODEL WCO WALL CLEAN—OUT SIZE — — — CHARLOTTE PIPE —CLEANOUT ADAPTOR TO BE FITTED TO CLEANOUT TEE FITTING, DWG. NO. 105 SIZE AS INDICATED ON DRAWINGS. PROVIDE ZURN #Z-1468 BRONZE RAISED HEX HEAD PLUG AND ROUND STAINLESS STEEL WALL 'ACCESS COVER WITH SECURING' SCREW' FCO FLOOR CLEAN—OUT SIZE/ — — — JONESPEC —ADJUSTABLE FLOOR CLEANOUT WITH PVC BODY WITH ADJUSTABLE DWG. #CO -2450 NICKEL BRONZE COVER AND ABS TAPER THREAD PLUG. SIZE AS INDICATED ON DRAWINGS PLUMBING FIXTURE SCHEDULE TURN LEAD DOWN INTO DESCRIPTION STACK (3 LB/SQ.FT) 04 MIN 12" SHEET LEAD HW FLASHING z ROOFING MOP IN WITH DOMESTIC ROOFING MATERIAL 0 I WATER EXISTING ROOF SLEEVE ROOF CONSTRUCTION CONSTRUCTION SEE ARCHITECTURE AS REQUIRED, OR STRUCTURAL DWGS. SEAL WATERTIGHT. CEILING. INCREASER /2"C"W DN. WHEN THE DOMESTIC WATER SUPPLY SYSTEM MAY BE CONSTRUCTED OF PVC REQUIRED OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP 3" VENT STACK VENT THRU ROOF (VTR) DTA NOT TO SCALE PRODUCTS SANITARY SEWER PIPING PVC SCH. 40 AND PVC CELLULAR CORE (FOAM CORE) PIPE AND PVC DWV FITTING SYSTEM - (NON -PRESSURE APPLICATIONS) A. THIS SECTION COVERS PVC SCH. 40 AND PVC CELLULAR CORE (FAOM CORE) PIPE AND SOLVENT CEMENT FITTING FOR PRESSURE APPLICATIONS. THIS SYSTEM IS INTENDED FOR NON -PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 140'F. B. PIPE SHALL BF MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-B/11432 AS IDENTIFIED IN ASTM D 1784/4396. FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-B AS IDENTIFIED IN ASTM D 1784. C. PVC SCH. 40 AND PVC CELLULAR CORE PIPE SHALL BE IRON PIPE (IPS) CONFORMING TO ASTM D 1785 AND 2665 AND ASTM F 891. PVC DWV SOLVENT CEMENT FITTINGS SHALL CONFORM TO ASTM D 2665. PIPE AND FITTINGS SHALL BE MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURE. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES. ALL SYSTEMS SHALL UTILIZE A SEPARATE WASTE AND VENT SYSTEM. PIPE AND FITTINGS SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. D. INSTALLATION SHALL COMPLY WITH THE LATEST INSTALLATION INSTRUCTIONS BY THE MANUFACTURE. IT SHALL ALSO CONFORM TO ALL LOCAL PLUMBING, FIRE, AND BUILDING CODE REQUIREMENTS. SOLVENT CEMENT JOINTS SHALL BE MADE IN A TWO STEP PROCESS WITH PRIMER MANUFACTURED FOR THERMO- PLASTIC PIPING SYSTEMS AND SOLVENT CEMENT CONFORMING TO ASTM D 2564. THE SYSTEM SHALL BE PROTECTED FROM CHEMICAL AGENTS, FIRE STOPPING MATERIALS, THREAD SEALANT, PLASTICIZED VINYL PRODUCTS, OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH PVC COMPOUNDS. AND INTFRRUPTIONS CPVC (CTS) HOT AND COLD DOMESTIC WATER PIPING A. THIS SECTION COVERS COPPER TUBE SIZE ( CTS) CPVC MANUFACTURED TO STANDARD DIMENSIONAL RATIO (SDR) 11 FOR HOT AND COLD DOMESTIC WATER DISTRIBUTION. THIS SYSTEM IS INTENDED FOR PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 180'F AT 10OPS1. B. PIPING ABOVE AND BELOW FLOOR SLAB: SCHEDULE 40 CPVC-HCWD, CTS, SDR -11, RIGID (ASTM D-2846) PLASTIC PIPE WITH SOLVENT CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS. C. PIPING BELOW FLOOR SLAB OR BELOW GRADE OUTSIDE THE BUILDING: CPUC SCHED. 80 RIGID PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS. (SCHED 40 MAYBE USED IF WATER SERVICE PRESSURE DOES NOT EXCEED 10OPS1) NOTE: PLUMBING CONTRACTOR TO REFER TO EQUIPMENT DRAWINGS, SCHEDULES/EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMENT. SEE OWNER FOR ANY EQUIPMENT VARIATIONS. ALL SPECS SUBJECT TO LOCAL CODES. CLEANOUT PLU( SOIL OR WASTE WALL CLEANOUT (WCO NOT TO SCALE D ETAI L _ I -1i2" fY `�WATFk- HEATEF; j COVER WALL PLUMBING EQUIPMENT SCHEDULE MARK FIXTURE WASTE VENT CW HW MANUFACTURER DESCRIPTION MODEL WCO WALL CLEAN—OUT SIZE — — — CHARLOTTE PIPE —CLEANOUT ADAPTOR TO BE FITTED TO CLEANOUT TEE FITTING, DWG. NO. 105 SIZE AS INDICATED ON DRAWINGS. PROVIDE ZURN #Z-1468 BRONZE RAISED HEX HEAD PLUG AND ROUND STAINLESS STEEL WALL 'ACCESS COVER WITH SECURING' SCREW' FCO FLOOR CLEAN—OUT SIZE/ — — — JONESPEC —ADJUSTABLE FLOOR CLEANOUT WITH PVC BODY WITH ADJUSTABLE DWG. #CO -2450 NICKEL BRONZE COVER AND ABS TAPER THREAD PLUG. SIZE AS INDICATED ON DRAWINGS PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC -1 VERIFY INVERT DOMESTIC COPPER SWEAT SOLDER JOINT FITTINGS. JOINTS SHALL BE MADE WITH 95/5 ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE WATER AMERICAN STD. 1.6 GALLONS (PER FLUSHING CYCLE) WATER CLOSET TO BE TWO - o ^ ^ WATER CLOSET 3" 2" 1/2" - #2998.002 PIECE VITREOUS CHINA BOWL, SIPHON ACTION BOWL & TANK, FLOOR CEILING. (ADA COMPLIANT) /2"C"W DN. IN WALL. CONNECT THE DOMESTIC WATER SUPPLY SYSTEM MAY BE CONSTRUCTED OF PVC TO FIXTURE(S) OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP PIPING (DWV GRADE) FITTINGS AS NECESSARY TO MEET LOCAL CODES. SANITARY OLSONITE LEVER, SUPPLIES & STOP VALVE, AND ELONGATED SOLID WHITE SEWER/VENT: COATED SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS. JOINTS SHALL BE MADE WITH "TY—SEAL" DOUBLE SEAL NEOPRENE GASKETS # 10CC PLASTIC SEAT, WITH COVER. AND "LUBRIFAST" COMPOUND. IF ALLOWED BY CODE, THE CONTRACTOR SHALL INSTALL ALL ABOVE GROUND SANITARY WITH "NO—HUB' PIPE AND FITTINGS AMERICAN STD. VITREOUS CHINA, SELF -RIMMING, OVAL LAVATORY WITH FAUCET L-1 LAVATORY 1 -1 /2" 1 -1 /2" 1 /2" 1 /2" #0356.421 HOLES ON 8" CENTERS AND FRONT OVERFLOW (WHITE). FAUCET (ADA COMPLIANT) (DWV GRADE) 'DRAINAGE AND WASTE" FITTINGS AS NECESSARY TO MEET LOCAL CODES. CHICAGO WITH 5-3/8" GOOSENECK SPOUT, LAMINAR FLOW OUTLET, & 4" #786-E32 BLADE HANDLES, 8" CENTERS. FD -1 FLOOR DRAIN3" ZURN ZN-415-VP-P NICKEL BRONZE - - - NUMBER OF HANGER RODS SHALL BE REQUIRED FOR PROPER SUPPORT (MINIMUM OF 2) WITH UNISTRUT SUPPORT NUT UNISTRUT P-1100 SERIES PIPE CLAMPS 20 GA. GALVANIZED 12" LONG METAL SHIELDS SHALL BE USED AROUND INSULATION AT ALL SUPPORT LOCATIONS UNISTRUT 1-5/8" x 1-5/8" CHANNEL SUPPORT- LENGTH TO BE 18" MINIMUM. WATER PIPING WATER / CONDENSATE / REFRIGERATION PIPING WITH INSULATION ELECTRICAL CONDUIT UNISTRUT UNI -CLIP CLAMP, USE FOR ELEC. CONDUIT. NOTES: ALL PIPE CONDUIT OF ALL TRADES SHALL BE COMBINED ON THE SAME SUPPORT CHANNEL WHERE APPROPRIATE. SUPPORT CHANNEL LENGTH SHALL BE DETERMINED WHEN ALL PIPING AND CONDUIT TO BE SUPPORTED SHALL BE COORDINATED. SUPPORT CHANNEL SPACING SHALL BE NO MORE THAN 10'-0" PIPING SUPPORT DETAIL SCALE: NTS 6"THICK BY 18" REFER TO FIXTURESCHEDULE FOR SQUARE CONCRETE EXTERIOR CLEANOUT (ECO) PAD I r-- GRADE OR PAVING CAST IRON LONG SWEEP 1/8 BEND OR CAST IRON COMB,"Y" do SEE PLANS BEND. (USE REDUCING TYPE WHERE REQUIRED) NOTE: PLUMBING CONTRACTOR TO REFER TO EQUIPMENT DRAWINGS, SCHEDULES /EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMENT. SEE OWNER FOR ANY EQUIPMENT VARIATIONS. . ALL SPECS SUBJECT TO LOCAL CODES. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY STEVEN A. P STEVEN`' PIPING MATERIALS SCHEDULE e r FUNCTION DESCRIPTION SANITARY PIPING BELOW GRADE. DOMESTIC WATER PIPING SHALL BE TYPE L HARD COPPER WITH WROUGHT VERIFY INVERT DOMESTIC COPPER SWEAT SOLDER JOINT FITTINGS. JOINTS SHALL BE MADE WITH 95/5 ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE WATER SOLDER. INSULATE WITH 1/2" MOLDED FIBERGLASS WITH FIRE RESISTANT o ^ ^ COLD: JACKET FOR COLD AND 1" FOR HOT WATER PIPING. UNDER SLAB SHALL BE SHUT-OFF J{ (x, .0 TYPE K SOFT COPPER WITH NO FITTINGS UNDER SLAB INSULATE WITH 1/2 PIPING ABOVE CEILING. ARMAFLEX AND SLEEVE THROUGH FLOOR. /2"C"W DN. IN WALL. CONNECT THE DOMESTIC WATER SUPPLY SYSTEM MAY BE CONSTRUCTED OF PVC TO FIXTURE(S) AS REQUIRED. PIPING (DWV GRADE) FITTINGS AS NECESSARY TO MEET LOCAL CODES. SANITARY SANITARY SYSTEM SOIL, WASTE, AND VENT PIPING SHALL BE ASPHALTUM SEWER/VENT: COATED SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS. JOINTS SHALL BE MADE WITH "TY—SEAL" DOUBLE SEAL NEOPRENE GASKETS AND "LUBRIFAST" COMPOUND. IF ALLOWED BY CODE, THE CONTRACTOR SHALL INSTALL ALL ABOVE GROUND SANITARY WITH "NO—HUB' PIPE AND FITTINGS WITH STAINLESS—STEEL BANDED NO—HUB COUPLINGS. AT THE CONTRACTOR'S OPTION, AND WHERE ALLOWED BY LOCAL CODE, THE SANITARY SYSTEM MAY BE CONSTRUCTED OF PVC PIPING (DWV GRADE) 'DRAINAGE AND WASTE" FITTINGS AS NECESSARY TO MEET LOCAL CODES. 6"THICK BY 18" REFER TO FIXTURESCHEDULE FOR SQUARE CONCRETE EXTERIOR CLEANOUT (ECO) PAD I r-- GRADE OR PAVING CAST IRON LONG SWEEP 1/8 BEND OR CAST IRON COMB,"Y" do SEE PLANS BEND. (USE REDUCING TYPE WHERE REQUIRED) NOTE: PLUMBING CONTRACTOR TO REFER TO EQUIPMENT DRAWINGS, SCHEDULES /EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMENT. SEE OWNER FOR ANY EQUIPMENT VARIATIONS. . ALL SPECS SUBJECT TO LOCAL CODES. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY STEVEN A. P STEVEN`' Hep e r HEPNER USING A DIGITAL SIGNATURE. HEPNER ': SANITARY PIPING BELOW GRADE. PRINTED COPIES OF THIS DOCUMENT VERIFY INVERT ELEV. IN FIELD ONEW ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE ` ''^�AR01 .... .--..� ^ O � ^ L }vC o ^ ^ VERIFIED ON ANY ELECTRONIC COPIES OPROVIDE SHUT-OFF J{ (x, .0 I 19:42:36 -05'00' UNLESS NOTED OTHERWISE, ALL SANITARY WASTE, SAFETY PAN, PIPING SHOWN IS LOCATED BELOW SLAB OR GRADE. UNLESS NOTED OTHERWISE ALL WATER PIPING SHOWN SHALL BE LOCATED ABOVE CEILING. REFER TO FIXTURESCHEDULE FOR EXTERIOR CLEANOUT(FCO) FINISHED FLOOR CAST IRON EXTENSION — SAME SIZE AS SEWER UPTO 4" DIA. DIRECTION OF FLOW 1 BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED BOUT (ECO) INTERIOR FLOOR CLEANOUT (FCO) TYPICAL CLEANOUT DETAILS NOT TO SCALE PLUMBING NOTES OFROM EXISTING DOMESTIC COLD WATER SERVICE SEE SITE UTILITY DWGS- FOR CONTINUATION. OEX. SANITARY PIPING BELOW GRADE. VERIFY INVERT ELEV. IN FIELD ONEW SANITARY PIPING ABOVE GRADE. 3B NEW SANITARY PIPING BELOW GRADE. OPROVIDE SHUT-OFF VALVE ABOVE CEILING, O5 PIPING ABOVE CEILING. /2"C"W DN. IN WALL. CONNECT O1 TO FIXTURE(S) AS REQUIRED. DOMESTIC WATER FLOOR PLAN SAN. SEWER PLAN - PLUMBING F__. U LL) r—.1 O CL z O Q Lu I— J Q O w z 0 DATE MARCHO1. KI8 SHEl N M I 70 L_ 0 4- 0 f- ro U) 70 oC U ru L a--) C w z 0 O M ATI BUILDING CODE REFERENCE INFORMATION ON DRAWINGS 1, BASIC WIND SPEED 2, WIND IMPORTANCE FACTOR 3. WIND EXPOSURE 4, INTERNAL PRESSURE COEFFICIENT 5, COMPONENTS & CLADDING DESIGN WIND PRESSURE FOR OPENINGS STREET ADDRESS TAX ID NUMBER PARCEL ZONING FLORIDA BUILDING CODE -2014 5th Edition SECTION 1606.13 FBC SECTION 1606 FLORIDA 140 MPH - 3 SECOND GUST FACTOR II BUSINESS OCCUPANCY FLORIDA WIND EXPOSURE B BUILDING SIMPLE DIAPHRAM MEETING THE 7 SHAPE CRITERIA INTERNAL PRESSURE COEFFICIENT = 0,18 DESIGN WIND PRESSURE 32 PSF FOR COMPONENTS & CLADDING + 29,4 PSF / - 34.7 PSF FOR 36" WIDTH OPENING 100 S OREGON (THRU 400 ) AVE ,SANFORD, FL 32771 29-19-30-300-011 D-0000 COMMERCIAL JURISDICTION: SANFORD , SEMINOLE COUNTY, FLORIDA PROJECT DESCRIPTION: INTERIOR DEMOLITION of EXISTING, NEW TENANT IMPROVEMENTS BUILDING OCCUPANCY GROUP B BUSINESS CONSTRUCTION TYPE TYPE I I - B BUILDING IS AUTOMATICALLY FIRE SPRINKLERED W/ EXISTING FIRE ALARM BUILDING AREA 5075 SF AREA @ 100 SF PER PERSON = 51 OCCUPANTS CODE INFORMATION ADOPTED CODES FLORIDA BUILDING CODE - 2014 Fifth Edition BUILDING FLORIDA BUILDING CODE- 2014, EXISTING BUILDING FIRE: FLORIDA FIRE PREVENTION CODE - 2014 PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2014 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2014 ELECTRICAL: CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE, 2011 EDITION ACCESSIBILITY: 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ENERGY: FBC 2014 ENERGY EFFICIENCY FOR BLDG CONSTRUCTION SEMINOLE COUNTY AMENDED CHAPTER 1 - ADMINISTRATIVE CODE FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) WHICH INCLUDES THE "FLORIDA AMENDED" VERSIONS OF THE 2012 NFPA 1 - UNIFORM FIRE CODE & THE 2012 NFPA 101 - LIFE SAFETY CODE OFFkuE: SANFORID RUIL.DING. DIVISION a pEj4ima ISSUED SHALL i✓t CONSI'RuEG TO BE A UGENSF TO PROCEED V11 TH THE 1,1,1?RK AND NOT AS AUTF40W'Tv TO VIC)LfJE, GANICE.L, ALTER OR SET ASIDE ANV OF THE PROVISIONS OF THE TECHNICAL SHALL ISSUANCE OF A PERMIT PREVENT :'I -IE F UILDING OF. CfAL FRUtiA THEREAFTER REQUIRING A COR`?F' , , "}N OF E:IRCRS IN PLANS, CONSTRUCTION Urt VIOLATIONS OF THIS CODE VICINITY SHEET LEGEND 001 Al CODES, EXISTING BUILDING PLAN, SHEET LEGEND 002 A2 FLOOR PLAN 003 A3 LIFE SAFETY 004 El FIXTURE & EQUIPMENTS POWER PLAN, 005 E2 REFLECTED CEILING & LIGHTING PLAN 006 Ml HVAC MECHANICAL PLAN & FRESH AIR CALCULATIONS 007 P1 PLUMBING VENTING PLAN 008 P2 PLUMBING FIXTURE PLAN & SCHEDULE 009 P3 PLUMBING EQUIPMENT & DETAILS El City of Sanford Oil and Grease Program �1 Inols &Date EXISTING DECK OR CEILING TOP TRAC JOINED TO DECK WITH #8 PAN HEAD ZIP SCREWS 12" OC R-13 BATT INSULATION. 3 518" x 20 GA, MTL. STUDS @ 24" OC MAX 5/8" GYP. BD. BOTH SIDES W/ 1" LONG SELF DRILLING AND TAPPING SCREWS @ 8" O.C. EDGES AND 12" O.C. FIELD. II A JOINT COMPOUND TO BE VINYL, DRY • OR PRE MIXED APPLIED IN TWO COATS TO JOINTS AND SCREWS. e PAPER TAPE TO BE 2" WIDE " EMBEDDED IN FIRST LAYER OF COMPOUND OVERALL JOINTS. ATTACH BOTTOM TRAC TO SLAB WITH 'HILTI' OR EQ. 7/32"0 POWER DRIVEN ANCHORS @ 24" O.C. (W/ 17/32" EMBED. FASTEN TRAC TO VERTICAL STUD W/ SHEET METAL SCREWS @ 24" OC EACH SIDE. BASE, ATTACH W/ CONT. BEAD OF r Kms., _ LIQUID NAILS AT UPPER PORTION OF NORTH BASE MATERIAL. MAP_ _ - NON RATED WALL PARTITION SCALE 3/4" = 1'-0 EXISTING VACANT SPACE FLOOR PLAN 100 S OREGON AVE SANFORD, SEMINOLE CO, FL 32771 1/8 11 - j'_Q 5075 SF P. a - f T i-- ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE HARDWARE REMARKS OTE LL AS FINISHES CLASS B' OR BETTER WEST NORTHWALLS EAST SOUTH MATLCEILINHEIGHT MAT, 101 SUITE 1 TILE VINYL PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" ENTRANCE 102 SUITE 2 TILE VINYL PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" Q2 103 SUITE 3 TILE CORREDOR EXIT PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" U 104 SUITE 4 TILE 3'-0" PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 105 SUITE 5 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" Lu 106 SUITE 6 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 107 SUITE 7 TILE PNT.8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 108 SUITE 8 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 109 SUITE 9 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 110 SUITE 10 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" "w 111 SUITE 11 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" o 112 SUITE 12 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 113 SUITE 13 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 114 SUITE 14 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 115 SUITE 15 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 116 SUITE 16 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 117 SUITE 17 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 118 SUITE 18 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 119 SUITE 19 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 120 SUITE 20 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 121 SUITE 21 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 122 SUITE 22 TILE PNT-8 PNT-8. PNT-8 PNT-8 ACT 9'-11" 123 SUITE 23 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 91•11" 124 SUITE 24 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 125 SUITE 25 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 126 SUITE 26 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 127 SUITE 27 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 126 SUITE 28 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 129 SUITE 29 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 130 SUITE 30 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 131 BREAK ROOM TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 131 132 RESTROOM 1 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 133 RESTROOM 2 TILE PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" 134 HALL TILE VINYL PNT-8 PNT-8 PNT-8 PNT-8 ACT 9'-11" RE:SCHED Ilk —t D-1 FLUSH HC WOOD MAIN ENTRANCE DOOR RE:SCHED ]k —l" D-3 HOLLOW METAL RE:SCHED Tr F-1 HOLLOW METAL STUDIOS DOOR SLIDING DOOR WITH GLASS PAINEL DOOR SCHEDULE NO. NO. DRS IN DOOR FRAME HARDWARE REMARKS OPENING ROOM WIDTH HEIGHT MAT, MAT, LOCKSET SET NO 01 1 ALL SUITES 7'-0" 8'-0" WD WD ENTRANCE 01 U 02 1 BREAKROOM AND RESTROOMS 3'-0" 8'-0" WD WD REAR EXIT Q2 03 1 CORREDOR EXIT 3'-0" 8'-0" METAL METAL REAR EXIT 03 U 04 2 MAIN ENTRANCE 3'-0" 8'-0" METAL METAL I REAR EXIT 03 ALUM/ GLASS 6'X7`X7' PROPOSED SALON -FLOOR PLAN SCALE 1/4'=1'-0 -- 5075 SF a CL m 0 0 �J 00 h 4J '� 4=+ J;•ww z JK� � ... w cn fY�t`nOU` [Y L i-- ��� 11fi L 4e[ o U Lw w W <(n R, 11I S< j U p Z P W Lu Q Q 0U 4 tizw�zow Q) IL w�¢uLL�l M 00 cu � d" M M Lj— Lh Co X cu ® o V� 0 I I I W171m 0 u- �- 0 U O 0 E U Q -0 I v L- 0 0 0 - Lu 0 Z c17 -o �. w © Lu > c� rte.. y 4J C Z L1 1 w "w U LLLu ® o Q ACCESSIBLE IDENTIFICATION SIGN REQUIREMENTS SPOUT HEIGHT, SPOUTS SHALL BE. NO HIGHER THAN 36 INCHES, MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. SPOUT LOCATION AND CONTROLS. WHERE WATER FOUNTAINS OR OTHER MEANS OF DISPENSING WATER ARE PROVIDED, AT LEAST ONE SUCH FOUNTAIN OR DEVICE SHALL BE ACCESSIBLE AND SHALL HAVE UPFRONT SPOUTS AND EITHER NAND -OPERATED OR HAND -AND -FOOT OPERATED CONTROLS. THE SPOUT' SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. CLEARANCES. 1. WALL -MOUNTED AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOUR OR GROUND AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 17 INCHES TO 19 INCHES DEEP (SEE FIGURES 49(A) AND (B)). SUCH UNTTTS SHALL ALSO HAVE A MINIMUM CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES TO ALLOW A PERSON IN A WHEELCHAIR TO APPROACH '[HE UNIT FACING FORWARD. 2. FREESTANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS A PERSON IN A WHEELCHAIR TO MAKE A PARALLEL APPROACH TO THE UNIT (SEE FIGURES BELOW) THIS CLEAR FLOOR SPACE SHALL COMPLY WITH "SPACE ALLOWANCES AND REACH RANGES-- CLEAR FLOOR" OR "GROUND SPACE FOR WHEELCHAIRS", HI -LO DRINKING FOUNTAIN IN ACCORDANCE WITH ADA REQUIREMENTS, ALL PERMANENT ROOM IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR, AND SHALL BE MOUNTED WITH THE CENTERLINE OF THE SIGN AT 5'•0" A,F,F, MOUNTING LOCATION FOR SIGN SHALL BE SUCH THAT A PERSON MAY APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING IN THE SWING OF THE DOOR, IF THERE IS INSUFFICIENT WALL SPACE ADJACENT TO THE LATCH SIDE OF THE DOOR, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL, ADA SIGNAGE SHALL COMPLY WITH THE DETAILS PROVIDED AT THE RIGHT RADIUS (TYP.) DOOR CLOSERS SWEEP PERIOD SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 700, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 IN. FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. ADJUST FOR 5 LB, MAX FORCE. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED AT 36" an,) ABOVE FINISH FLOOR, PROVIDE LEVER HARDWARE EQUIV. TO SCHLAGE RHODES SERIES, DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. II ALL PERMANENT ROOM IDENTIFICATION SIGNS SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. SIGNS SHALL BE ADHERED TO SUPPORTING SURFACE BY ADHESIVE, SELECTED FOR HIGH STRENGTH AND DURABILITY OF BOND BETWEEN SIGN BACKING AND SUPPORTING SURFACE MATERIAL. SIGN BACKGROUND SHALL BE MINIMUM 1/8" THICK ACRYLIC PLATE, BACKGROUND COLOR SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD AND CUSTOM COLORS, AND SHALL PROVIDE AT LEAST 70% CONTRAST WITH WHITE FOREGROUND LETTERS. BACKGROUND FINISH SHALL BE NON -GLARE, ACRYLIC LETTERING SHALL BE RAISED Al LEAST 1/32", AND MAY BE ACHIEVED THROUGH SURFACE APPLICATION, ETCHING OR INJECTION MOLDING. ALL LETTERS SHALL BE UPPER CASE. LETTER SIZE SHALL BE AS INDICATED, BUT IN NO CASE LESS THAT 5/8" HIGH OR GREATER THAN 2" HIGH. TYPE STYLE SHALL BE HELVETICA MEDUIM, AND COLOR SHALL BE NON -GLARE WHITE. WHERE MORE THAN ONE ROW OF LETTERING IS REQUIRED, THE LEADING (BLANK SPACE) BETWEEN ROWS SHALL BE APPROXIMATELY 80% OF THE HEIGHT OF THE LETTERING, GRADE 2 BRAILLE REQUIRED, COLOR TO BE SAME AS SIGN BACKGROUND. INTERNATIONAL PICTOGRAM SYMBOLS, WHERE REQUIRED, SHALL BE RAISED AT LEAST 1/32" (SIMILAR TO LETTERS), AND SHALL HAVE A MINIMUM 6" HIGH VERTICAL FIELD. THE EQUIVALENT VERBAL DESCRIPTION (TEXT) OF THE PICTOGRAM SHALL BE PLACED DIRECTLY BELOW THE PICTOGRAM, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. PICTOGRAMS SHALL BE REQUIRED FOR THE FOLLOWING ROOM SIGNS, MEN (MALE ACCESSIBLE RESTROOM) WOMEN (FEMALE ACCESSIBLE RESTROOM) N.T.S, NOTE: X = 36" MIN. IF Y = Co" R 42" MIN. IF Y = 54" PULL SIDE HINGE SIDE APPROACH NOTE; Y = 48" MIN. IF DOOR HAS CLOSER X. 2a" MIN_-,___� PUSH SIDE `r LATCH SIDE APPROACH NOTE: Y = 54" MIN, IF DOOR HAS CLOSER PULL SIDE n \ f-- - 15" MIN.. 24" PREFERRED iI PUSH SIDE I I � F-1 NOTE: X = 12" MIN. J L IF DOOR HAS BOTH A v v CLOSER & BATCH FRONT APPROACH 1. PULL SIDE 24"MIN. �I LATCH SIDE APPROACH PULL SIDE z s NI 24" PREF" REDO �. ��3' MY TOILET SIDE APPROACH SWINGING DOORS ACCESSIBLITY APPROACH N.T.S. MANEUVERING CLEARANCES AT DOORS SHALL IN ACCORDANCE Wl ACCESSIBILITY REQUIREMENTS FOR THE DISABLED gLORIDA STATUES CHAPTER 553, PART V, FLORIDA PROVIDE 2" HIGH DRAIN BELOW WATER HEATER WATER HEATER SHELF SINK SIDE ELEVATION m-- MIRROR SINK FRONT ELEVATION 0 zo iz:l c� � � C � � N INSULATED TRAP AT H/C SINKS SINK - MOUNTING HEIGHT 1/211 = 11-011 -.4.__...-ASME T & P RELIEF VALVE FULL SIZE T&P TO FD (fYP) —•-- RELIEF VALVE DRAIN DISCHARGE, TERMINATE TO SERVICE SINK WATER HEATER SHELF DRAIN WITH AIR GAP SERVICE FAUCET WITH VACUUM BREAKER SERVICE SINK BELOW WATER HEATER ABOVE SERVICE SINK NOT TO SCALE NEW MIN 4" THICK 2500 PSI 28 DAY STRENGTH CONCRETE R/W bxb 1,4/1,4 WWF OR FIBER- MESH OVER b MIL POLY VAPOR BARRIER OVER TERMITE TREATED INORGANIC FILL WITH BEARING CAPACITY OF 2,000 PSF ALL CONCRETE CHASE AND TRENCH INFILL MATERIAL IS DOWELED INTO EXISTING SLAB WITH #5 REBAR MINIMUM b" EMBEDMENT EXISTING SLAB REPAIR PROFILE MIRROR 30" WIDE x 48" DEEP CLEAR FLOOR SPACE W/ MAX. 19" PROJECTING UNDER THE SINK PROPOSED SALON -LIFE SAFETY_ PLAN (qjSCALE 1/4"-1' 0 5p75 SF TOILET SIDE ELEVATION w 8; 6'-0' MAX REGULAR HEIGHT HIC HEIGHT -- TOILET - MOUNTING HEIGHT 1/2" = 11-011 TOILET FRONT ELEVATION HANDLE In TO FACE ACCESSIBLE SIDE 0 0 FIRE.. EXTINGUISHER 2AlOBC MOUNTED WI TOP OF EXTINGUISHER 42" ABOVE FINISH FLOOR 4� fl0— c,— �/Ln Qc� rn ( L/) 0 � �i ���Fi000W i zW `�To�P Lt uacTL-��zv until.{a�U tSTr (npT'O CW'L�F� — Z Q W zv�wc>:4u�1u�3 I rn QO> d' 1 G ®© v L W LLL L) X L O • r 1 I I U N Lu (Y) 0 UL °- O U 0 r—i � O E h J U-) Q ' N f •a-) 0 CCL w O F— U C LI I L_ - I O UJ 0 t) u C z Lu LL] z O c I Q 0 j• XTMR EXISTING UTILITY PAD 208Y/120V EXISTING HOUSE METER &/ Q EHI EXISTING BUILDING w EXISTING DISCONNECT a� SUITE 300 ELECTRICAL — 400 A SERVICE 3 200 A 30 CONNECTED TO EXISTING BUILDING ELECTRICAL RISER 115"'HIM: SYSTEM VOLTAGES DROP COMPLIES PER FBC 505.7.3.1 FEEDER CONDUCTORS SIZED FOR A MAXIMUM VOLTAGE DROP OF 2 PERCENT AT DESIGN LOAD. BRANCH CIRCUIT CONDUCTORS ARE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3 PERCENT AT DESIGN LOAD. LIGHTING SHUTOFF NOTE LIGHTING CONTROLLED BY AUTOMATIC OCCUPANCY SENSORS IN ALL SPACES EXISTING ELECTRICAL SERVICE TO 4 CONDUCTORS OF 250 MGM ALUMINUM IN 21/2"o PVC CONDUIT and #4 COPPER GROUND, EXISTING 42 POSITION MLO PANEL IN PLACE 200 A 3s NOTE; ANY MODIFICATIONS TO EXISTING EIRE ALARM ANDA FIRE SPRINKLER SYSTEMS WILL BE SUBMITTED ON SEPARATE PROPOSED SALON =ELECTRICAL PLAN SCALE 1/4" = 1'-0 I' I, 0 (D (Z) C r 4-J 0 V) N �- W .•�� '•,� W O ~v)O L Uz�g<t O U w U h 2 o U cG d w h m v¢ w W UozaptSLC T ¢ V U U GZ F O U W V W �' �jj I••T• !- T LL V) i m A L Ln 00 LL - M .J a� Ln cn C:) v � ® oc r-) c:) N 11-- n U w UJ a� w 1 cn rn O L.L U ®. a p O u lel CL No a) O O V Q C'� Om . o l— c 1 1 1 w UJ a� O 1 cn Q) U oC a � O J lel CL No L- w O V Z LJj 1 1 1 UJ V) O 1 U a J lel W C o Q C'� Om . PROPOSED SALON -CEILING &LIGHTING PLAN SCALE 1/4" = 1'•0 4� in ® O 4—J 0 W W `�': �w �` S J�'•' Uj z O Z w Cr 5 wmLd �75�.. v w c:) F5 w :- �noza�j�k 4z--Ovoz z¢ D c z o WWwLUzo0 U. Z Z W W U S2 F) W Q W M G7 v Lr) C 00 ILL d- M M � cu L va Q O M C-1) co O ca O LIGHTING FIXTURE SCHEDULE Fixture Description Manufacturer Catalog Number Lamp — Description Volt Mountin Notes No. Maximum Lamp Wattage M 0 FLUORESCENT Li A 2 x 4 FLUORESCENT 700 SERIES 3500K CEILING B STRIP FLUORESCENT Q) CEILING 20 WATT MINIMUM TUBE FIXTURE c� LED _c E C 4" LED — DIRECTIONAL 1 120W EQUIVALENT PAR 38 BAR LIGHT Q 'C7 EMERGENCY N J EMERGENCY LIGHTING RECESSED EMERGENCY INCANDESCENT LIGHTING K EMERGENCY EXIT LIGHTING — DIRECTIONAL LITHONIA PRECISE LED — EDGE LIT RECESSED RED LETTERING 1. 2. PROVIDE BATTERY BACKUP POWER FOR FIXTURES NOTED AS "EMERGENCY". MOUNTING OF FIXTURES IS MEASURED FROM BOTTOM OF FIXTURE TO FINISHED FLOOR. NOTE : SEE ELECTRICAL DRAWINGS F 0 R FIXTURE TYPE AND MANUFACTURER. FIXTURES ON ELECTRICAL DRAWINGS SHALL S U P E R C E D E FIXTURES IN THIS SCHEDULE. PROPOSED SALON -CEILING &LIGHTING PLAN SCALE 1/4" = 1'•0 4� in ® O 4—J 0 W W `�': �w �` S J�'•' Uj z O Z w Cr 5 wmLd �75�.. v w c:) F5 w :- �noza�j�k 4z--Ovoz z¢ D c z o WWwLUzo0 U. Z Z W W U S2 F) W Q W M G7 v Lr) C 00 ILL d- M M � cu L va Q O M C-1) co O ca O F... n U N W M 0 LL Li O U Q) c� _c E J � Q 'C7 N 4-J O 0 WO Z � �C H W LL -j 40— E C O " U 4 Q inLU C w CJ w F— z CD 0 PLUMBING FIXTURE FIXTURE MARK PLUMBING AXCURE DESCRIPTION WASTE VENT CW HW P1 ELKAY MODEL EDFPBM117C TWO LEVEL WALL MOUNTED ADA COMPLIANT DRINKING FOUNTAIN 2" 2" 1/2" P2 P02 ADA COPLIANT COUNTERTOP LAVATORY, MANUF & MODEL No. BY OWNER, MUST MEET TABLE 604A FBC 2014 5th Ed FOR ACCESSIBILITY 2" 2" 11`1" 112" P3 ADA COMPLIANT WATER CLOSET, FLOOR MOUNTED TANK TYPE AMERICAN STANDARD CADET VITREOUS CHINA, LOW CONSUMPTION 1.28 GALLON 4" 2" 112" P4 18 Inch Stainless Steel Undermount Single Bowl Kitchen I Bar I Prep Sink Round -18 Gauge 4" 2" 112" P5 Comfort Beauty Salon Furniture with sink 46,5x26x40" 40 2" 112" CEILING LINE TOILET ROOM EXHAUSTS VIA 4"0 FLEXIBLE METAL - DUCT ATTACHING TO 4110 "0 SNAPLOCK METAL DUCT TERMINATING THROUGH ROOF 2 TOILET ROOM EXHAUST FANS VERTICAL FAN EXHAUST TERMINATION DRYERJACK OR SIMILAR GALVANIZED OR GALV- ALUM EXTERIOR VENT WITH RODENT & BIRD PROOFING 2 TOILET ROOM EXHAUST FANS THRU ROOF OR REAR WALL ROOF LINE VERTICAL DRYER EXHAUST . TERMINATION DRYERJACK OR SIMILAR GALVANIZED OR GALV- ALUM EXTERIOR VENT WITH BACKDRAFT PREVENTION WITH NO SCREENING IN VENTING RODENT & BIRD PROOFING CEILING LINE VERTICAL DRYER EXHAUST 4`0 25 GAUGE GALV MET DUCT TERMINATING THRU ROOF (2) ELECTRIC DRYERS (100 CFM EACH) FLOOR LEVEL EXHAUST VENTING DIAGRAM CV1QT1h1(2 G7001: \XINiTINIn TO PXTF:PInR PROPOSED SALON - PLUMBING VENTING PIAN SCALE -�%a�;r-p O 0 O 4-J p qql- V) NUj 11 'Cloi 29 c z 4 v o � (.70L W Z WUw 'rJvpp)-�� JWP-CWi—r-U z�U W QO�Cnw m� 4 p Z0 � W� W Z n ¢ Uw W w W I—L _ F—W — ��� ILL 1� V) W of LI] M CD a Ln 00 cu d- c-4 m LJ X � CD z "- oC res cL 'O DATE NOVEMBER 01, 2011 EFMMIM SHEET n r• w 0 LL - QC IL O U O o Q a 0 . C1 L w 0 U �- 'c s LU �M Q UJ } (o V) O CL V Q LU 1 LUw U O � Q U Q DATE NOVEMBER 01, 2011 EFMMIM SHEET PLUMBING FIXTURE FIXTURE MARK PLUMBING FIXTURE DESCRIPTION WASTE VENT CW HW P ELKAY MODEL EDFPBMI 17C TWO LEVEL WALL MOUNTED ADA COMPLIANT DRINKING FOUNTAIN 2" 2" 1/2" J P� ADA COPLIANT COUNTERTOP LAVATORY, MANUF & MODEL No. BY OWNER, MUST MEET TABLE 604.4 FBC 2014 5th Eck FOR ACCESSIBILITY 2" 2" 1/2" 112" p3 ADA COMPLIANT WATER CLOSET, FLOOR MOUNTED TANK TYPE AMERICAN STANDARD CADET VITREOUS CHINA, LOW CONSUMPTION 1.28 GALLON 411 2" 112" P4 18 INCH STAINLESS STEEL UNDERMOUNT SINGLE BOWL KITCHEN / BAR 1 PREP SINK ROUND -18 GAUGE 4" 2" 1/211 P5 COMFORT BEAUTY SALON FURNITURE WITH SINK 46, 5 x 26 x 40" 4" 2" 1/21l I-1() Q �_ Q I G) F2 111 / C[ I F F WASHING MAC WASHING MACI-IINE ROUGH—IN UNI -F ,CCESS PANEL 1 /2" VEN-F D RAI N -FO d. SEWER N.T,S. IIINE HOOK-UP DETAIL PROPOSED SALON - WASTEWATER PLUMBING PLAN 11 L c O Q) ® C er0 > � N 4=J 0 V) N z* � 4:w W. r ~ p m W v)pc��o W m L W p O U� W� w <C (1) 7- �w ao -�iL�OU�U uwwWuJ G uJ J LL T (n ic W (L (D > M a i c- 00 r@ d CV M w � � cn �0z orr, Cu ci. O H0_F COLD w 0 J CL WASHING MACI-IINE ROUGH—IN UNI -F ,CCESS PANEL 1 /2" VEN-F D RAI N -FO d. SEWER N.T,S. IIINE HOOK-UP DETAIL PROPOSED SALON - WASTEWATER PLUMBING PLAN 11 L c O Q) ® C er0 > � N 4=J 0 V) N z* � 4:w W. r ~ p m W v)pc��o W m L W p O U� W� w <C (1) 7- �w ao -�iL�OU�U uwwWuJ G uJ J LL T (n ic W (L (D > M a i c- 00 r@ d CV M w � � cn �0z orr, Cu ci. O w 0 CL O U 2 0 v o w a V) < v 0 0 0 CLo w v �- � z ._ Z) � W O W > c0 07 O Cly ' U C Q 4- c Z LU w w � � z 0 Q 0 GENERAL PLUMBING NOTES A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. C. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL NOT BE ROUTED OVER ELECTRICAL PANELS. D. SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. E. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. F. AIR ADMITTANCE VALVES ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING WITHIN THESE DRAWINGS.AIR ADMITTANCE VALVES SHALL ONLY BE USE FOR ISOLATED PLUMBING FIXTURES (E.G. AN ISLAND KITCHEN SINK),AIR ADMITTANCE VALVES ARE MECHANICAL DEVICES. G. WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE GENERAL CONTRACTOR 10 DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. H. DOMESTIC WATER PRESSURE TO FIXTURES SHALL NOT EXCEED 80 PSI. WHEREVER THE SUPPLY PRESSURE EXCEEDS 80 PSI THE PLUMBING CONI RACTOR SHALL PROVIDE A PRESSURE REDUCING VALVE TO MAINTAIN SUCH PRESSURE BELOW 80 PSI. PLUMBING CONTRACTOR SHALL ALSO OBTAIN A READOUT OF AVAILABLE PRESSURE FOR THE PROJECT PRIOR TO THE WATER METER CONNECTION, AND NOTIFY THE ENGINEER WHENEVER THE PRESSURE DROPS BELOW 60 PSI. TURN LEAD DOWN INTO STACK (3 LB/SQ.FT) N MIN 12 SHEET LEAD _ FLASHING Z ROOFIN�7j MOP IN WITH ROOFING MATERIAL NOT TO SCALE 6"THICK BY 18" REFER TO FIXTURE SCHEDULE FOR SQUARE CONCRETEEXTERIOR CLEANOUT (ECO) PAD r-- GRADE OR PAVING PRODUCTS SANITARY SEWER PIPING PVC SCH. 40 AND PVC CELLULAR CORE (FOAM CORE) PIPE AND PVC DWV FITTING SYSTEM - (NON -PRESSURE APPLICATIONS) A. THIS SECTION COVERS PVC SCH. 40 AND PVC CELLULAR CORE (FAOM CORE) PIPE AND SOLVENT CEMENT FITTING FOR PRESSURE APPLICATIONS. THIS SYSTEM IS INTENDED FOR NON -PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 140`F. B_ PIPE SHALL EF MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-8/11432 AS IDENTIFIED IN ASTM D 1784/4396. FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-B AS IDENTIFIED IN ASTM D 1784. C. PVC SCH. 40 AND PVC CELLULAR CORE PIPE SHALL BE IRON PIPE (IPS) CONFORMING TO ASTM D 1785 AND 2665 AND ASTM F' 891. PVC DWV SOLVENT CEMENT FITTINGS SHALL_ CONFORM TO ASTM D 2665. PIPE AND FITTINGS SHALL BE MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURE. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES. ALL SYSTEMS SHALL UTILIZE A SEPARATE WASTE AND VENT SYSTEM. PIPE AND FITTINGS SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. D. INSTALLATION SHALL COMPLY WITH THE LATEST INSTAI_LA110N INSTRUCTIONS BY THE MANUFACTURE. IT SHALL ALSO CONFORM TO ALL LOCAL PLUMBING, FIRE, AND BUILDING CODE REQUIREMENTS. SOLVENT CEMENT JOINTS SHALL BE MADE IN A TWO STEP PROCESS WITH PRIMER MANUFACTURED FOR THERMO- PLASTIC PIPING SYSTEMS AND SOLVENT CEMENT CONFORMING TO ASTM D 2564. THE SYSTEM SHALL BE PROTECTED FROM CHEMICAL AGENTS, FIRE STOPPING MATERIALS, THREAD SEALANT, PLASTICIZED VINYL PRODUCTS, OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH PVC COMPOUNDS. AND INITFRRUPTIONS CPVC (CTS) HOT AND COLD DOMESTIC WATER PIPING A. THIS SECTION COVERS COPPER TUBE SIZE ( CTS) CPVC MANUFACTURED TO STANDARD DIMENSIONAL RATIO (SDR) 11 FOR HOT AND COLD DOMESTIC WATER DISTRIBUTION. THIS SYSTEM IS INTENDED FOR PRESSURE APPLICATIONS WHERE THF OPERATING TEMPERATURE WILL NOT EXCEED 1807 AT 10OPS1. B. PIPING ABOVE AND BELOW FLOOR SLAB: SCHEDULE 40 CPVC-HCWD, CTS, SDR -11, RIGID (ASTM D-2846) PLASTIC PIPE WITH S01_VEN I CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS, C. PIPING BELOW FLOOR SLAB OR BELOW GRADE OUTSIDE THE BUILDING: CPVC SCHED. 80 RIGID PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT SOCKET WELDED TYPE PRESSURE FITIINGS. (SCHED 40 MAYBE USED IF WATER SERVICE PRESSURE DOFS NOT EXCEED 100PS1) NOTE: PLUMBING CONTRACTOR TO REFER 10 EQUIPMENT DRAWINGS, SCHEDULES/EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMENT. SEE OWNER FOR ANY EQUIPMENT VARIATIONS. ALL SPECS SUBJECT TO LOCAL CODES. WALL NOT TO SCALE REFER TO FIXTURE SCHEDULE FOR EXTERIOR CLEANOUT (FCO) r-- FINISHED FLOOR CAST IRON LONG SWEEP -CAST IRON EXTENSION 1/8 BEND OR CAST SAME 51ZF AS SEWER IRON COMB,"Y" & SEE PLANS BEND. (USE REDUCING TYPE WHERE REQUIRED) BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED (ECO) INTERIOR FLOOR CLEANOUT (FCO) YPICAL CLEANOUT DETAILS EXTERIOR CLEANOUT _T NOT TO SCALE CLFANOUT PLUG SOIL OR WASTE - CLEANOUT --(WCO DETAIL - UP TO 4" UTA. DIRECTION OF FLOW D ETAI L COVER WALT_ PLUMBING NG MARK FIXTURE WASTE VENT CW WCO WALL CLEAN-OUT SIZE/ - - DWG. FCO- FLOOR CLEAN-OUT SIZE/ - DWG. EQU PM ENT HW MANUFACTURER /MODEL CHARLOTTE PIPE NO. 105 - JONESPEC �#CO-2450 SCHEDULE DESCRIPTION -CLEANOUT ADAPTOR TO BE FITTED TO CLEANOUT TEE FITTING, SIZE AS INDICATED ON DRAWINGS. PROVIDE ZURN #Z-1468 BRONZE RAISED HEX HEAD PLUG AND ROUND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW - ADJUSTABLE FLOOR CLEANOUT WITH PVC BODY WITH ADJUSTABLE NICKEL BRONZE COVER AND ABS TAPER THREAD PLUG. SIZE AS INDICATED ON DRAWINGS PLUMBING F XTUN'E SCHEDULE o DESCRIPTION WASTE EEVE ROOF EXISTING ROOF CONSTRUCTION NSTRUCTION SEE ARCHITECTURE REQUIRED, OR STRUCIURAL DWGS.AL tLAS WATERTIGHT TYPE K SOFT COPPER WITH NO FITTINGS UNDER SLAB INSULATE WITH 1/2 INCREASER AMERICAN STD. 1.6 GALLONS (PER FLUSHING CYCLE) WATER CLOSET TO BE TWO - WHEN WATER CLOSET REQUIRED 2" ENT STACK VENT 'FHRU ROOF (VTR) DTL NOT TO SCALE 6"THICK BY 18" REFER TO FIXTURE SCHEDULE FOR SQUARE CONCRETEEXTERIOR CLEANOUT (ECO) PAD r-- GRADE OR PAVING PRODUCTS SANITARY SEWER PIPING PVC SCH. 40 AND PVC CELLULAR CORE (FOAM CORE) PIPE AND PVC DWV FITTING SYSTEM - (NON -PRESSURE APPLICATIONS) A. THIS SECTION COVERS PVC SCH. 40 AND PVC CELLULAR CORE (FAOM CORE) PIPE AND SOLVENT CEMENT FITTING FOR PRESSURE APPLICATIONS. THIS SYSTEM IS INTENDED FOR NON -PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 140`F. B_ PIPE SHALL EF MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-8/11432 AS IDENTIFIED IN ASTM D 1784/4396. FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-B AS IDENTIFIED IN ASTM D 1784. C. PVC SCH. 40 AND PVC CELLULAR CORE PIPE SHALL BE IRON PIPE (IPS) CONFORMING TO ASTM D 1785 AND 2665 AND ASTM F' 891. PVC DWV SOLVENT CEMENT FITTINGS SHALL_ CONFORM TO ASTM D 2665. PIPE AND FITTINGS SHALL BE MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURE. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES. ALL SYSTEMS SHALL UTILIZE A SEPARATE WASTE AND VENT SYSTEM. PIPE AND FITTINGS SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. D. INSTALLATION SHALL COMPLY WITH THE LATEST INSTAI_LA110N INSTRUCTIONS BY THE MANUFACTURE. IT SHALL ALSO CONFORM TO ALL LOCAL PLUMBING, FIRE, AND BUILDING CODE REQUIREMENTS. SOLVENT CEMENT JOINTS SHALL BE MADE IN A TWO STEP PROCESS WITH PRIMER MANUFACTURED FOR THERMO- PLASTIC PIPING SYSTEMS AND SOLVENT CEMENT CONFORMING TO ASTM D 2564. THE SYSTEM SHALL BE PROTECTED FROM CHEMICAL AGENTS, FIRE STOPPING MATERIALS, THREAD SEALANT, PLASTICIZED VINYL PRODUCTS, OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH PVC COMPOUNDS. AND INITFRRUPTIONS CPVC (CTS) HOT AND COLD DOMESTIC WATER PIPING A. THIS SECTION COVERS COPPER TUBE SIZE ( CTS) CPVC MANUFACTURED TO STANDARD DIMENSIONAL RATIO (SDR) 11 FOR HOT AND COLD DOMESTIC WATER DISTRIBUTION. THIS SYSTEM IS INTENDED FOR PRESSURE APPLICATIONS WHERE THF OPERATING TEMPERATURE WILL NOT EXCEED 1807 AT 10OPS1. B. PIPING ABOVE AND BELOW FLOOR SLAB: SCHEDULE 40 CPVC-HCWD, CTS, SDR -11, RIGID (ASTM D-2846) PLASTIC PIPE WITH S01_VEN I CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS, C. PIPING BELOW FLOOR SLAB OR BELOW GRADE OUTSIDE THE BUILDING: CPVC SCHED. 80 RIGID PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT SOCKET WELDED TYPE PRESSURE FITIINGS. (SCHED 40 MAYBE USED IF WATER SERVICE PRESSURE DOFS NOT EXCEED 100PS1) NOTE: PLUMBING CONTRACTOR TO REFER 10 EQUIPMENT DRAWINGS, SCHEDULES/EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMENT. SEE OWNER FOR ANY EQUIPMENT VARIATIONS. ALL SPECS SUBJECT TO LOCAL CODES. WALL NOT TO SCALE REFER TO FIXTURE SCHEDULE FOR EXTERIOR CLEANOUT (FCO) r-- FINISHED FLOOR CAST IRON LONG SWEEP -CAST IRON EXTENSION 1/8 BEND OR CAST SAME 51ZF AS SEWER IRON COMB,"Y" & SEE PLANS BEND. (USE REDUCING TYPE WHERE REQUIRED) BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED (ECO) INTERIOR FLOOR CLEANOUT (FCO) YPICAL CLEANOUT DETAILS EXTERIOR CLEANOUT _T NOT TO SCALE CLFANOUT PLUG SOIL OR WASTE - CLEANOUT --(WCO DETAIL - UP TO 4" UTA. DIRECTION OF FLOW D ETAI L COVER WALT_ PLUMBING NG MARK FIXTURE WASTE VENT CW WCO WALL CLEAN-OUT SIZE/ - - DWG. FCO- FLOOR CLEAN-OUT SIZE/ - DWG. EQU PM ENT HW MANUFACTURER /MODEL CHARLOTTE PIPE NO. 105 - JONESPEC �#CO-2450 SCHEDULE DESCRIPTION -CLEANOUT ADAPTOR TO BE FITTED TO CLEANOUT TEE FITTING, SIZE AS INDICATED ON DRAWINGS. PROVIDE ZURN #Z-1468 BRONZE RAISED HEX HEAD PLUG AND ROUND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW - ADJUSTABLE FLOOR CLEANOUT WITH PVC BODY WITH ADJUSTABLE NICKEL BRONZE COVER AND ABS TAPER THREAD PLUG. SIZE AS INDICATED ON DRAWINGS PLUMBING F XTUN'E SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC -1 COLD: JACKEI FOR COLD AND 1" FOR HOT WATER PIPING, UNDER SLAB SHALL BE ABOVE TYPE K SOFT COPPER WITH NO FITTINGS UNDER SLAB INSULATE WITH 1/2 PROVIDE SHUT-OFF AMERICAN STD. 1.6 GALLONS (PER FLUSHING CYCLE) WATER CLOSET TO BE TWO - 5O WATER CLOSET 3" 2" 112" (DWV GRADE) FITTINGS AS NECESSARY TO MEET LOCAL. CODES. #2998.002 PIECE VITREOUS CHINA BOWL, SIPHON ACTION BOWL & TANK, FLOOR SANITARY SYSTEM SOIL, WASTE, AND VENT PIPING SHALL BE ASPHALTUM (ADA COMPLIANT) COATED SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS, JOINTS SHALL BE MADE WITH "TY -SEAL" DOUBLE SEAL NEOPRENE GASKETS OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLAIED TRIP INSTALL ALL ABOVE GROUND SANITARY WITH "NO -HUB" PIPE AND FITTINGS WITH STAINLESS-STEEL BANDED NO -HUB COUPLINGS. AT THE CONTRACTOR'S OPTION, AND WHERE ALLOWED BY LOCAL CODE, THE SANITARY SYSTEM MAY BE OLSONITE LEVER, SUPPLIES & STOP VALVE, AND ELONGATED SOLID WHITE CONSTRUCTED OF PVC PIPING (DWV GRADE) "DRAINAGE AND WASTE" FITTINGS AS NECESSARY TO MEET LOCAL _. CODES. - # 10CC PLASTIC SEAT, WITH COVER. L-1 LAVATORY 1 - 1 /2" 1 /2" 1 - 1 /2" 1 /2" AMERICAN STD, VITREOUS CHINA, SELF -RIMMING, OVAL LAVATORY WITH FAUCET (ADA COMPLIANT) #0356.421 HOLES ON 8" CENTERS AND FRONT OVERFLOW (WHITE). FAUCET CHICAGO WITH 5-3/8" GOOSENECK SPOUT, LAMINAR FLOW OUTLET, & 4" #786-E32 BLADE HANDLES, 8" CENTERS. FU -1 FLOOR DRAIN ZURN ZN-415-VP-P NICKEL BRONZE NUMBER OF HANGER RODS SHALL BE REQUIRED FOR PROPER SUPPORT (MINIMUM OF 2) WITH UNISTRUT SUPPORT NUT UNISTRUT P-1100 SERIES PIPE CLAMPS 20 GA. GALVANIZED 12" LONG METAL SHIELDS SHALL BE USED AROUND INSULATION A'l ALL SUPPORT LOCA"IIONS UNISTRUT 1-5/8" x 1-5/8" CHANNEL SUPPORT- LENGTH TO BE 18" MINIMUM. WATER PIPING WATER / CONDENSATE / REFRIGERATION PIPING WITH INSULATION ELECTRICAL_ CONDUIT UNISTRUT UNI -CLIP CLAMP, USE FOR ELEC. CONDUIT. NOTES: ALL PIPE CONDUIT OF ALL TRADES SHALL BE COMBINED ON THE SAME SUPPORT CHANNEL WHERE APPROPRIATE. SUPPORT CHANNEL LENGTH SHALL BE DETERMINED WHEN ALL PIPING AND CONDUIT TO BE SUPPORTED SHALL BE COORDINATED. SUPPORT CHANNEL SPACING SHALL BE NO MORE IHAN 10'-0" PIPING SUPPORT DETAIL SCALE: N1S PIPING MATERIALS SCHEDULE FUNCTION DESCRIPTION SHOWN DOMESTIC WATER PIPING SHALL BE TYPE L HARD COPPER WITH WROUGHT DOMESTIC COPPER SWEAT SOLDER JOINT FITTINGS. JOINTS SHALL. BF MADE WITH 95/5 WATER SOLDER. INSULATE WITH 1/2" MOLDED FIBERGLASS WITH FIRE RESISTANT COLD: JACKEI FOR COLD AND 1" FOR HOT WATER PIPING, UNDER SLAB SHALL BE ABOVE TYPE K SOFT COPPER WITH NO FITTINGS UNDER SLAB INSULATE WITH 1/2 PROVIDE SHUT-OFF ARMAFLEX AND SLEEVE THROUGH FLOOR. 5O lHE DOMESTIC WATER SUPPLY SYSTEM MAY BE CONSTRUCTED OF PVC CEILING. PIPING DN. (DWV GRADE) FITTINGS AS NECESSARY TO MEET LOCAL. CODES. SANITARY SANITARY SYSTEM SOIL, WASTE, AND VENT PIPING SHALL BE ASPHALTUM SEWER/VENT: COATED SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS, JOINTS SHALL BE MADE WITH "TY -SEAL" DOUBLE SEAL NEOPRENE GASKETS AND "LUBRIFAST" COMPOUND. IF ALLOWED BY CODE, THE CONTRACTOR SHALL INSTALL ALL ABOVE GROUND SANITARY WITH "NO -HUB" PIPE AND FITTINGS WITH STAINLESS-STEEL BANDED NO -HUB COUPLINGS. AT THE CONTRACTOR'S OPTION, AND WHERE ALLOWED BY LOCAL CODE, THE SANITARY SYSTEM MAY BE CONSTRUCTED OF PVC PIPING (DWV GRADE) "DRAINAGE AND WASTE" FITTINGS AS NECESSARY TO MEET LOCAL _. CODES. - NOTE: PLUMBING CONTRACTOR TO REFER TO EQUIPMENT DRAWINGS, SCHEDULES/ EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMEN 1. SEE OWNER FOR ANYEQUIPMENT VARIATIONS, ALL SPECS SUBJECT TO LOCAL CODES. UNLESS NOTED OTHERWISE, ALL SANITARY WASTE, SAFETY PAN, PIPING SHOWN IS LOCATED BELOW SLAB OR GRADE. 3A UNLESS NOTED OTHERWISE ALL WATER PIPING SHOWN SHALL BE LOCATED ABOVE CEILING. PLUMBING NOTES OFROM EXISTING DOMESTIC COLD WATER SERVICE SFE SITE UTILITY DWGS. FOR CONTINUATION. OEX. SANITARY PIPING BELOW GRADE. VERIFY INVERT ELEV. IN FIELD 3A NEW SANITARY PIPING ABOVE GRADE. 3B NEW SANITARY PIPING BELOW GRADE.< PROVIDE SHUT-OFF VALVE ABOVE CEILING. 5O PIPING ABOVE CEILING. O1/2"CW/HW DN. IN WALL. CONNECT TO FIXTURES) AS REQUIRED. DOMESTIC WATER FLOOR PLAN SAN, SEWER PLAN - PLUMBING P. P. do- A- -V- t CODE INFORMATION ADOPTED CODES FLORIDA BUILDING CODE - 2014 Fifth Edition BUILDING: FLORIDA BUILDING CODE- 2014, EXISTING BUILDING FIRE: FLORIDA FIRE PREVENTION CODE - 2014 PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2014 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2014 ELECTRICAL: CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE, 2011 EDITION ACCESSIBILITY: 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ENERGY: FBC 2014 ENERGY EFFICIENCY FOR BLDG CONSTRUCTION Midway ofla rujo ant or d VICINITY BUILDING CODE REFERENCE FLORIDA BUILDING CODE -2014 5th Edition INFORMATION ON DRAWINGS SECTION 160617 FBC SECTION 1606 1, BASIC WIND SPEED FLORIDA 140 MPH - 3 SECOND GUST 2. WIND IMPORTANCE FACTOR FACTOR I I BUSINESS OCCUPANCY 3. WIND EXPOSURE FLORIDA WIND EXPOSURE B 4, INTERNAL PRESSURE COEFFICIENT BUILDING SIMPLE DIAPHRAM MEETING FIXTURE & EQUIPMENTS POWER PLAN, THE 7 SHAPE CRITERIA E2 INTERNAL PRESSURE COEFFICIENT = 0.18 5, COMPONENTS & CLADDING DESIGN WIND PRESSURE ELEC PANEL SCHEDULES 32 PSF FOR COMPONENTS & CLADDING M1 HVAC MECHANICAL PLAN & DETAILS DESIGN WIND PRESSURE FOR OPENINGS + 29.4 PSF / - 34.7 PSF FOR 36" WIDTH OPENING STREET ADDRESS 100 S OREGON (THRU 400) AVE ,SANFORD, FL 32771 TAX ID NUMBER 29-19-30-300-011 D-0000 PARCEL ZONING COMMERCIAL JURISDICTION: SANFORD , SEMINOLE COUNTY, FLORIDA PROJECT DESCRIPTION: INTERIOR DEMOLITION of EXISTING, NEW TENANT IMPROVEMENTS BUILDING OCCUPANCY GROUP B BUSINESS CONSTRUCTION TYPE TYPE I I - B FIRE SPRINKLERED BUILDING AREA 5075 SF AREA CODE INFORMATION ADOPTED CODES FLORIDA BUILDING CODE - 2014 Fifth Edition BUILDING: FLORIDA BUILDING CODE- 2014, EXISTING BUILDING FIRE: FLORIDA FIRE PREVENTION CODE - 2014 PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2014 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2014 ELECTRICAL: CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE, 2011 EDITION ACCESSIBILITY: 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ENERGY: FBC 2014 ENERGY EFFICIENCY FOR BLDG CONSTRUCTION Midway ofla rujo ant or d VICINITY FIN. 2"X4" METAL STUDS 25G. (Z) 24" 0/C '17i-plcl'111�11 101 1*1 (01-p E, A I— INSTALL A(:'OU 'FWAL CEILING Iii EACH ISUITF; AT 1W HIGH. INSTALL A FIA KD CEILING IN ALL HALLWAY _ NORTH MAP SHEET LEGEND 001 Al CODES, EXISTING BUILDING PLAN, SHEET LEGEND 002 A2 FLOOR PLAN 003 A3 LIFE SAFETY 004 El FIXTURE & EQUIPMENTS POWER PLAN, 005 E2 REFLECTED CEILING & LIGHTING PLAN 006 E2 ELEC PANEL SCHEDULES 007 M1 HVAC MECHANICAL PLAN & DETAILS 008 PI PLUMBING PLAN 009 P2 PLUMBING FIXTURE PLAN AND SCHEDULE FIN. 2"X4" METAL STUDS 25G. (Z) 24" 0/C '17i-plcl'111�11 101 1*1 (01-p E, A I— INSTALL A(:'OU 'FWAL CEILING Iii EACH ISUITF; AT 1W HIGH. INSTALL A FIA KD CEILING IN ALL HALLWAY _ NORTH MAP 9:4 3:414 - 0 5'0 0 1 City of Sanford Q8 and Grease Prograls2 Q' Initials & Date ec4-)� 31 (g' - C. n EXISTING VACANT - SPACE FLOORPLAN 100 S OREGON AVE SANFORD, FL 3771 --1/8 " = j ,_- - 5075 SF ,fUr� U w r l 0 112- z 11 z 0 Q Lu F— J Q ITi 0 oC W z z Lu 57 w 0 oC F—I z Q z Lu 0 IN M J LL L- 0 4- 0 ,c ru V) 70 ry (1) 4--) z LLJ 0 Q 0 C:) v M z 0 v DATE MARCH 01, 2018 A 3 Leve n A THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY STEVEN A. HEPNER USING A DIGITAL �i S ... TEVEN`cy Hepnet SIGNATURE H E P N E -% R PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES :A�O�d f, c,.j,•,• ^`"t 2018.01-08 9:4 3:414 - 0 5'0 0 1 City of Sanford Q8 and Grease Prograls2 Q' Initials & Date ec4-)� 31 (g' - C. n EXISTING VACANT - SPACE FLOORPLAN 100 S OREGON AVE SANFORD, FL 3771 --1/8 " = j ,_- - 5075 SF ,fUr� U w r l 0 112- z 11 z 0 Q Lu F— J Q ITi 0 oC W z z Lu 57 w 0 oC F—I z Q z Lu 0 IN M J LL L- 0 4- 0 ,c ru V) 70 ry (1) 4--) z LLJ 0 Q 0 C:) v M z 0 v DATE MARCH 01, 2018 A GENERAL PLUMBING NOTES A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. C. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL NOT BE ROUTED OVER ELECTRICAL PANELS. D. SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. E. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. F. AIR ADMITTANCE VALVES ARE PERMITTED AND TO INSTALLED PER MANUFACTURE RECOMMENDATIONS. G. WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. H. DOMESTIC WATER PRESSURE TO FIXTURES SHALL NOT EXCEED 80 PSI. WHEREVER THE SUPPLY PRESSURE EXCEEDS 80 PSI THE PLUMBING CONTRACTOR SHALL PROVIDE A PRESSURE REDUCING VALVE TO MAINTAIN SUCH PRESSURE BELOW 80 PSI. PLUMBING CONTRACTOR SHALL ALSO OBTAIN A READOUT OF AVAILABLE PRESSURE FOR THE PROJECT PRIOR TO THE WATER METER CONNECTION, AND NOTIFY THE ENGINEER WHENEVER THE PRESSURE DROPS BELOW 60 PSI. J li4 MIN 12" K ROOFINUV� , 1 TURN LEAD DOWN INTO STACK (3 LB/SQ.FT) SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL !L MARK EXISTING ROOF EEVE ROOF CONSTRUCTION NSTRUCTION SEE ARCHITECTURE REQUIRED, OR STRUCTURAL DWGS.AL tL3" WATERTIGHT DOMESTIC INCREASER NOTE: WHEN AMERICAN STD. 1.6 GALLONS (PER FLUSHING CYCLE) WATER CLOSET TO BE TWO - REQUIRED WATER CLOSET ENT STACK VENT THRU ROOF (VTR) DTL NOT TO SCALE 311, PRODUCTS SANITARY SEWER PIPING PVC SCH. 40 AND PVC CELLULAR CORE (FOAM CORE) PIPE AND PVC DWV FITTING SYSTEM - (NON -PRESSURE APPLICATIONS) A. THIS SECTION COVERS PVC SCH. 40 AND PVC CELLULAR CORE (FAOM CORE) PIPE AND SOLVENT CEMENT FITTING FOR PRESSURE APPLICATIONS. THIS SYSTEM IS INTENDED FOR NON -PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 140'F. B. PIPE SHALL EF MANUFACTURFD FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-13/11432 AS IDENTIFIED IN ASTM D 1784/4396. FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 12454-8 AS IDENTIFIED IN ASTM D 1784. C. PVC SCH. 40 AND PVC CELLULAR CORE PIPE SHALL BE IRON PIPE (IPS) CONFORMING TO ASTM D 1785 AND 2665 AND ASTM F 891. PVC DWV SOLVENT CEMENT FITTINGS SHALL CONFORM TO ASTM D 2665. PIPE AND FITTINGS SHALL BE MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURE. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES. ALL SYSTEMS SHALL UTILIZE A SEPARATE WASTE AND VENT SYSTEM. PIPE AND FITTINGS SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. D. INSTALLATION SHALL COMPLY WITH THE LATEST INSTALLATION INSTRUCTIONS BY THE MANUFACTURE. IT SHALL ALSO CONFORM TO ALL LOCAL PLUMBING, FIRE, AND BUILDING CODE REQUIREMENTS. SOLVENT CEMENT JOINTS SHALL BE MADE IN A TWO STEP PROCESS WITH PRIMER MANUFACTURED FOR THERMO- PLASTIC PIPING SYSTEMS AND SOLVENT CEMENT CONFORMING TO ASTM D 2564, THE SYSTEM SHALL BE PROTECTED FROM CHEMICAL AGENTS, FIRE STOPPING MATERIALS, THREAD SEALANT, PLASTICIZED VINYL PRODUCTS, OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH PVC COMPOUNDS. AND INITFRRUPTIONS CPVC (CTS) HOT AND COLD DOMESTIC WATER PIPING A. THIS SECTION COVERS COPPER TUBE SIZE ( CTS) CPVC MANUFACTURED TO STANDARD DIMENSIONAL RATIO (SDR) 11 FOR HOT AND COLD DOMESTIC WATER DISTRIBUTION. THIS SYSTEM IS INTENDED FOR PRESSURE APPLICATIONS WHERE THE OPERATING TEMPERATURE WILL NOT EXCEED 180`F AT 100PS1. B. PIPING ABOVE AND BELOW FLOOR SLAB: SCHEDULE 40 CPVC-HCWD, CTS, SDR -11, RIGID (ASTM D-2846) PLASTIC PIPE WITH SOLVENT CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS. C. PIPING BELOW FLOOR SLAB OR BELOW GRADE OUTSIDE THE BUILDING: CPVC SCHED. 80 RIGID PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT SOCKET WELDED TYPE PRESSURE FITTINGS. (SCHED 40 MAYBE USED IF WATER SERVICE PRESSURE DOES NOT EXCEED 10OPS1) NOTE: PLUMBING CONTRACTOR TO REFER TO EQUIPMENT DRAWINGS, SCHEDULES/EXISTING MANUALS FOR QUANTITY, SIZE LOCATION AND CONNECTION OF ALL EQUIPMENT. SEE OWNER FOR ANY EQUIPMENT VARIATIONS. ALL SPECS SUBJECT TO LOCAL CODES. CLEANOUT PLU( SOIL OR WASTE WALL CLEANOUT (WCO NOT TO SCALE ---- ---- --I / --------------------- ------ --- . . .... DETAIL i w/ -/'--J f�WATf R HEATFF -w H, 1 -�._--- � tl H w ----------------------- NT S. COVER WALL PLUMBING EQUIPMENT SCHEDULE MARK FIXTURE WASTE VENT CW HW MANUFACTURER DESCRIPTION MODEL WCO WALL CLEAN-OUT SIZE/ - - - CHARLOTTE PIPE -CLEANOUT ADAPTOR TO BE FITTED TO CLEANOUT TEE FITTING, DWG. NO. 105 SIZE AS INDICATED ON DRAWINGS. PROVIDE ZURN #Z-1468 BRONZE RAISED HEX HEAD PLUG AND ROUND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW FCO FLOOR CLEAN-OUT SIZE/ - - - JONESPEC -ADJUSTABLE FLOOR CLEANOUT WITH PVC BODY WITH ADJUSTABLE DWG. #CO -2450 NICKEL BRONZE COVER AND ABS TAPER THREAD PLUG. SIZE AS INDICATED ON DRAWINGS PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC -1 PRINTED COPIES OF THIS DOCUMENT DOMESTIC COPPER SWEAT SOLDER JOINT FITTINGS. JOINTS SHALL BE MADE WITH 95/5 NOTE: WATER AMERICAN STD. 1.6 GALLONS (PER FLUSHING CYCLE) WATER CLOSET TO BE TWO - O 0 ^ WATER CLOSET 3" 2" 1/2" - #2998.002 PIECE VITREOUS CHINA BOWL, SIPHON ACTION BOWL & TANK, FLOOR TO FIXTURE(S) (ADA COMPLIANT) SCHEDULES/ EXISTING MANUALS THE DOMESTIC WATER SUPPLY SYSTEM MAY BE CONSTRUCTED OF PVC OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP PIPING FOR QUANTITY, SIZE LOCATION AND (DWV GRADE) FITTINGS AS NECESSARY TO MEET LOCAL CODES. SANITARY OLSONITE LEVER, SUPPLIES & STOP VALVE, AND ELONGATED SOLID WHITE SEWER/VENT: COATED SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS. JOINTS SHALL BE MADE WITH "TY -SEAL" DOUBLE SEAL NEOPRENE GASKETS # 10CC PLASTIC SEAT, WITH COVER. L1 LAVATORY 1 -1 /2" 1-1 /2" 1/2" 112" AMERICAN STD. VITREOUS CHINA, SELF -RIMMING, OVAL LAVATORY WITH FAUCET WITH STAINLESS-STEEL BANDED NO -HUB COUPLINGS. AT THE CONTRACTOR'S (ADA COMPLIANT) VARIATIONS. OPTION, AND WHERE ALLOWED BY LOCAL CODE, THE SANITARY SYSTEM MAY BE SHOWN IS LOCATED BELOW SLAB OR #0356.421 HOLES ON 8" CENTERS AND FRONT OVERFLOW (WHITE). FAUCET (DWV GRADE) "DRAINAGE AND WASTE" FITTINGS AS NECESSARY TO MEET LOCAL GRADE. CODES. CHICAGO WITH 5-3/8" GOOSENECK SPOUT, LAMINAR FLOW OUTLET, & 4" ALL SPECS SUBJECT TO UNLESS NOTED OTHERWISE ALL WATER LOCAL CODES. #786-E32 BLADE HANDLES, 8" CENTERS. FD -1 FLOOR DRAIN 3" _ _ _ ZURN ZN-415-VP-P NICKEL BRONZE NUMBER OF HANGER RODS SHALL BE REQUIRED FOR PROPER SUPPORT (MINIMUM OF 2) WITH UNISTRUT SUPPORT NUT UNISTRUT P-1100 SERIES PIPE CLAMPS 20 GA. GALVANIZED 12" LONG METAL SHIELDS SHALL BE USED AROUND INSULATION AT ALL SUPPORT LOCATIONS UNISTRUT 1-5/8" x 1-5/8" CHANNEL SUPPORT- LENGTH TO BE 18" MINIMUM. WATER PIPING WATER / CONDENSATE / REFRIGERATION PIPING WITH INSULATION ELECTRICAL CONDUIT UNISTRUT UNI -CLIP CLAMP, USE FOR ELEC. CONDUIT. NOTES: ALL PIPE CONDUIT OF ALL TRADES SHALL BE COMBINED ON THE SAME SUPPORT CHANNEL WHERE APPROPRIATE. SUPPORT CHANNEL LENGTH SHALL BE DETERMINED WHEN ALL PIPING AND CONDUIT TO BE SUPPORTED SHALL BE COORDINATED. SUPPORT CHANNEL SPACING SHALL BE NO MORE THAN 10'-0" PIPING SUPPORT DETAIL SCALE: NTS AIR ADMIT] ANCC VALVE TO BE INS I ALLFI) PER 1ANUFACI'URES PFCOMMENDATIONS T'r'L:'I(=P,1 ROUTE (� 11-1 R U F. 1 N,l i_ - V"CfJT I n,1 ' 6"THICK BY 18" REFER TO FIXTURESCHEDULE FOR SQUARE CONCRETE EXTERIOR CLEANOUT (ECO) PAD - I i--- GRADE OR PAVING CAST IRON LONG SWEEP 1/8 BEND OR CAST IRON COMB,"Y" & SEE PLANS BEND. (USE REDUCING TYPE WHERE REQUIRED) - THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY STEVEN A. STEVEN''-. PIPING MATERIALS SCHEDULE e r FUNCTION DESCRIPTION <8>NEW SANITARY DOMESTIC WATER PIPING SHALL BE TYPE L HARD COPPER WITH WROUGHT PRINTED COPIES OF THIS DOCUMENT DOMESTIC COPPER SWEAT SOLDER JOINT FITTINGS. JOINTS SHALL BE MADE WITH 95/5 NOTE: WATER SOLDER. INSULATE WITH 1/2" MOLDED FIBERGLASS WITH FIRE RESISTANT O 0 ^ COLD: JACKET FOR COLD AND i" FOR HOT WATER PIPING. UNDER SLAB SHALL BE `xJ `} Jl TYPE K SOFT COPPER WITH NO FITTINGS UNDER SLAB INSULATE WITH 1/2 TO FIXTURE(S) ARMAFLEX AND SLEEVE THROUGH FLOOR. SCHEDULES/ EXISTING MANUALS THE DOMESTIC WATER SUPPLY SYSTEM MAY BE CONSTRUCTED OF PVC (Ja A•� PIPING FOR QUANTITY, SIZE LOCATION AND (DWV GRADE) FITTINGS AS NECESSARY TO MEET LOCAL CODES. SANITARY SANITARY SYSTEM SOIL, WASTE, AND VENT PIPING SHAT L BE ASPHALTUM SEWER/VENT: COATED SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS. JOINTS SHALL BE MADE WITH "TY -SEAL" DOUBLE SEAL NEOPRENE GASKETS UNLESS NOTED OTHERWISE, ALL AND "LUBRIFAST" COMPOUND. IF ALLOWED BY CODE, THE CONTRACTOR SHALL SEE OWNER FOR ANY EQUIPMENT INSTALL ALL ABOVE GROUND SANITARY WITH "NO -HUB" PIPE AND FITTINGS SANITARY WASTE, SAFETY PAN, PIPING WITH STAINLESS-STEEL BANDED NO -HUB COUPLINGS. AT THE CONTRACTOR'S VARIATIONS. OPTION, AND WHERE ALLOWED BY LOCAL CODE, THE SANITARY SYSTEM MAY BE SHOWN IS LOCATED BELOW SLAB OR CONSTRUCTED OF PVC PIPING (DWV GRADE) "DRAINAGE AND WASTE" FITTINGS AS NECESSARY TO MEET LOCAL GRADE. CODES. 6"THICK BY 18" REFER TO FIXTURESCHEDULE FOR SQUARE CONCRETE EXTERIOR CLEANOUT (ECO) PAD - I i--- GRADE OR PAVING CAST IRON LONG SWEEP 1/8 BEND OR CAST IRON COMB,"Y" & SEE PLANS BEND. (USE REDUCING TYPE WHERE REQUIRED) - REFER TO FIXTURESCHEDULE FOR "IEXTERIORCLEANOUTFCO) OOR CAST IRON EXTENSION - SAME SIZE AS SEWER UP TO 4" DIA. — DIRECTION OF FLOW BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED NOUT ECO INTERIOR FLOOR CLEANOUT (FCO) TYPICAL CLEANOUT DETAILS NUI 10 SCALE PLUMBING NOTES 1 FROM EXISTING DOMESTIC COLD WATER SERVICE SEE SITE UTILITY DWGS. FOR CONTINUATION. OEX. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY STEVEN A. STEVEN''-. Hep e r VERIFY INVERT HEPNER USING A DIGITAL SIGNATURE. �:' . HEPNER <8>NEW SANITARY PIPING ABOVE GRADE. PRINTED COPIES OF THIS DOCUMENT NEW SANITARY PIPING BELOW GRADE, NOTE: ARE NOT CONSIDERED SIGNED SAND SEALED AND THE SIGNATURE MUST BE T BE �' L 201803.08 O ^ O 0 ^ PLUMBING CONTRACTOR TO VERIFIED ON ANY ELECTRONIC COPIES "�" `xJ `} Jl REFEREQUIPMENT DRAWINGS, TO FIXTURE(S) AS REQUIRED. SCHEDULES/ EXISTING MANUALS (Ja A•� 1 FOR QUANTITY, SIZE LOCATION AND .�� _0510 CONNECTION OF ALL EQUIPMENT. UNLESS NOTED OTHERWISE, ALL SEE OWNER FOR ANY EQUIPMENT SANITARY WASTE, SAFETY PAN, PIPING VARIATIONS. SHOWN IS LOCATED BELOW SLAB OR GRADE. ALL SPECS SUBJECT TO UNLESS NOTED OTHERWISE ALL WATER LOCAL CODES. PIPING SHOWN SHALL BE LOCATED ABOVE CEILING. REFER TO FIXTURESCHEDULE FOR "IEXTERIORCLEANOUTFCO) OOR CAST IRON EXTENSION - SAME SIZE AS SEWER UP TO 4" DIA. — DIRECTION OF FLOW BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED NOUT ECO INTERIOR FLOOR CLEANOUT (FCO) TYPICAL CLEANOUT DETAILS NUI 10 SCALE PLUMBING NOTES 1 FROM EXISTING DOMESTIC COLD WATER SERVICE SEE SITE UTILITY DWGS. FOR CONTINUATION. OEX. SANITARY PIPING BELOW GRADE. VERIFY INVERT ELEV. IN FIELD <8>NEW SANITARY PIPING ABOVE GRADE. 36 NEW SANITARY PIPING BELOW GRADE, O4 PROVIDE SHUT-OFF VALVE ABOVE CEILING. <s> PIPING ABOVE CEILING. O1/2"CV1j/I-IW DN. IN WALL. CONNECT TO FIXTURE(S) AS REQUIRED. DOMESTIC WATER FLOOR PLAN SAN, SEWER PLAN - PLUMBING z O 1---I Q W Q 0 N M J LL 70 L. O 4- 70 IM V 1 1 U M 4-J z W 0 Ln ll�__ O UC, U M z 0 U DATE MARCH 01, N p I SHEET GAS NOTES: 1. GAS LINES SHALL BE SCHEDULE 40 METALLIC PIPE 2. MAXIMUN LONGEST LENGTH OF GAS LINES 1-1/4" SHALL BE 20' 3. MAXIMUN LONGEST LENGTH OF GAS LINES 3/4" SHALL BE 150' GAS FIXTURE SCHEDULE G1 DRYER 35.000 BTU G2 W/H 140.000 BTU G3 W/H2 140.000 BTU G4 W/H3 140.000 BTU 600.000 BTU 242 CF=730 (1-1/4" SCH40 METALLIC PIPE) 2488 TABLE 402.1(1) FBC=2014 35.BTU 248 <14,06 CF=64 (3/4" SCH40 METALLIC PIPE) 2488 TABLE 402.1(1) FBC=2014 NOTE: PROVIDE SUPPORTS AT EACH CHANGE OF DIRECTION AT A MAXIMUM OF 2'-0" EACH SIDE 4" MINIMUM LENGTH 3/8" LAG BOLTS 1 1/2" LONG 4"x6" CEDAR BLOCK BLACK STEEL PIPING. TERMINATE ALL SLEEVES 2" INSIDE INHABITED - 8"MIN -- -� SPACES AND VENTILATE ABOVE GRADE AT OUTSIDE ENTRIES. 12. ISOLATION VALVES ARE TO BE INSTALLED AT EACH PLUMBING FIXTURE -- AND/OR GROUP OF PLUMBING FIXTURES. LOCATE VALVES IN ACCESSIBLE 12"MIN 4"x6" CEDAR BLOCK/ LOCATIONS; ABOVE LAY -IN CEILINGS IN GYP. BD. CEILINGS OR WALLS WITH ACCESS DOORS. FRICTION PAD 13 INSTALL N SHOWN S SERVICE WITH MAIN CUT-OFF VALVE 0OUTLET SIDE AND EXTEND ROOF 5 GAS PIPE SUPPORT DETAIL. NOT TO SCALE W/H W/H W/H GAS METER 3/4 GAS SOLENOID VALVE MAIN GAS REGULATOR PROPOSED GAS LINE. SCALE: N/A CONBRACO NO. 75 -424 -RV CALIBRATED PRESSURE RELIEF VALVE SET AT 85 PSI. INSTALL PER MANU- FACTURERS RECOMMENDATIONS. AIR RELIEF VALVE COLD WATER INLET GAS VENT BY MECHANICAL ,CONTRACTOR; REFER TO ATO HVAC DWG'S FOR DETAILS UNION (TYPICAL) ' HOT WATER OUTLET ' 1 TEMP. & PRESSURE RELIEF VALVE RELIEF VALVE. DISCHARGE TO MOP SINK BURNER ASSEMBLY ' •� --rye ,w.-;--�''` �,w,._, LL .. - '- -.^---�----^-•` - i .. I i CHECK VALVE SHUT-OFF VALVE vi--pb--�–� COLD WATER INLET ------►--i HOT WATER OUTLET \--DRAIN FULL SIZE TO JANITOR SINK TANK DRAIN VALVE —DIRT LEG tcns conNecnae PROPANE WATER HEATER DETAIL SCALE: NTS rIN. I I I I � > FLOOR AS LINE REVISIONS: O U Li J 0 z_ LL V) ®� uj F- 0 tZ 0 U z z Cl 0 u - z V 76 0 IY Lu U am z 0 Q o' z Luad z z O am �co Qco Z w O ry C. ARCHITECT: STEVEN HEPNER CHECKED: DATE: SCALE: JOB No: SHEET: GENERAL PLUMBING FLOOR PLAN NOTES: 14• PLUMBING CONTRACTOR IS TO ROUGH -IN FOR EACH ITEM WITH DRAIN, WATER AND GAS CONNECTION AS SCHEDULED. 1. CONTRACTOR IS TO READ THE GENERAL NOTES PRIOR TO READING THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOLLOWING PLAN NOTES: FOR A COMPLETE INSTALLATION. COORDINATE WITH GENERAL CONTRACTOR AND WITH OTHER TRADES, 2. FOR CONTINUATION OF WATER, GAS AND SANITARY SEWER SERVICES, REFER TO CIVIL PLANS. 15. INSTALL A MANUAL RESET AUTOMATIC FIRE PROTECTION GAS SHUT --OFF VALVE 3. WATER AND GAS LINES SHALL BE RUN ABOVE CEILING AND SANITARY SEWER INSTALLED IN GAS LINE TO KITCHEN EQUIPMENT HORIZONTALLY ABOVE CEILING IN ACCESSIBLE SPACE. COORDINATE WITH KITCHEN HOOD FIRE LINES UNDERGROUND UNLESS NOTED OTHERWISE. CONFORM TO ALL STRUCTURAL AND FINISH CONDITIONS OF BUILDING. COORDINATE WITH STRUCTURAL AND PROlECT10N CONTRACTOR. EXTEND GAS UNE DOWN WITH 6" DIRT LEG AND SECURE ALONG WALL ®18" ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. AFF, REFER TO GAS RISER DIAGRAM. 4. LOCATE EQUIPMENT AND FIXTURES APPROXIMATELY AS SHOWN CONFORMING TO 16. SODA LINES SHALL BE INSTALLED WITH 24" RADIUS LONG SWEEP ELLS ALL ARCHITECTURAL AND STRUCTURAL ITEMS. PROVIDE ALL SUPPORTS, HANGERS AND OPENINGS AS REQUIRED FOR A COMPLETE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR CLEARANCES, AND EXACT LOCATIONS OF EQUIPMENT. ALL EQUIPMENT AND FIXTURES SHALL BE 17. CONDENSATE DRAIN LINES SHALL BE INSTALLED AS HIGH AS POSSIBLE FROM INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN FULL COMPLIANCE COIL TO COOLER WALL... SLOPE DOWNWARD TO A POINT 18" AFF THEN THRU WALL, FORMING A "P" TRAP FLAT AGAINST WALL, THEN EXTEND TO DRAIN. WITH ALL APPLICABLE CODES HAVING JURISDICTION. ALL LINES ARE TO BE STRAPPED AND SECURED TO WALL IN A NEAT MANNER. 5. WATER LINES LOCATED IN EXTERIOR WALL SHALL BE INSTALLED BETWEEN ALL PENETRATIONS ARE TO BE SEALED AND LINES FINISHED WITH CHROMATONE PAINT. IF PROVIDED; FREEZER DRAIN IS TO BE WRAPPED WITH HEAT T INSULATION AND INTERIOR OF WALL. WATER PIPING INDICATED UNDER THIS SLAB SHALL BE SEAMLESS COPPER WITH NO JOINTS AND LONG RADIUS CURVES FOR TURNS, PROTECTED USING ARMAFL.EX INSULATION AND ENCASE IN SAND 18. SLEEVE ALL PIPING THRU FLOOR AND CONFORM TO ALL STRUCTURAL AND BED. INSULATE COPPER LINES FROM CONTACT WITH CONCRETE, REINFORCING FINISH CONDITIONS OF BUILDING. STEEL, OR OTHER PIPING AND CONDUIT. 6. TRAP PRIMER SHALL BE LOCATED UNDER LAVATORY IN ACCESSIBLE LOCATION. EXTEND 1/2' WATERLINE UNDER FLOOR AND CONNECT TO TRAP PRIMER CONNECTION ON, FLOOR DRAIN. 7. HOSE BIBB AT 42" AFF FOR SYSTEM DRAIN. INSTALL BACKFLOW PREVENTION AS REQUIRED PER LOCAL CODES AS HIGH AS POSSIBLE IN ACCESSIBLE LOCATION. 8. PLUMBING CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTION ON THE FOLLOWING ITEMS: CARBONATORS, WATER FILLERS, & ICE MACHINE, GAS PIPE 9, PLUMBING CONTRACTOR SHALL ROUGH -IN FOR EACH ITEM LISTED BELOW WITH DRAIN, WATER, AND GAS CONNECTION AS REQUIRED. COORDINATE WITH OWNER AND SHOP DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS, MAKE ALL FINAL CONNEC11ONS AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE WITH GENERAL CONTRACTOR AND WITH OTHER TRADES. SPEED CLAMP REFER TO EQUIPMENT CUT SHEETS FOR EXACT CONNECTION REQUIREMENTS. 10. GAS LINE AND/OR CONDENSATE DRAIN SHALL PENETRATE ROOF THRU SEALED SHEET METAL HOUSING OR THRU WALL WITH SHEETMETAL FLASHING. ROOF MEMBRANE 11. SLEEVE GAS PIPING, COMPLETE WITH A VENTILATION SYSTEM OF AIR TIGHT SLEEVES FOR ALL CONCEALED GAS LINES IN WALLS, CHASES, GYP. BD., CEILING SPACES CRAWL SPACES ETC SLEEVES SHALL BE SCHEDULE 40 GAS NOTES: 1. GAS LINES SHALL BE SCHEDULE 40 METALLIC PIPE 2. MAXIMUN LONGEST LENGTH OF GAS LINES 1-1/4" SHALL BE 20' 3. MAXIMUN LONGEST LENGTH OF GAS LINES 3/4" SHALL BE 150' GAS FIXTURE SCHEDULE G1 DRYER 35.000 BTU G2 W/H 140.000 BTU G3 W/H2 140.000 BTU G4 W/H3 140.000 BTU 600.000 BTU 242 CF=730 (1-1/4" SCH40 METALLIC PIPE) 2488 TABLE 402.1(1) FBC=2014 35.BTU 248 <14,06 CF=64 (3/4" SCH40 METALLIC PIPE) 2488 TABLE 402.1(1) FBC=2014 NOTE: PROVIDE SUPPORTS AT EACH CHANGE OF DIRECTION AT A MAXIMUM OF 2'-0" EACH SIDE 4" MINIMUM LENGTH 3/8" LAG BOLTS 1 1/2" LONG 4"x6" CEDAR BLOCK BLACK STEEL PIPING. TERMINATE ALL SLEEVES 2" INSIDE INHABITED - 8"MIN -- -� SPACES AND VENTILATE ABOVE GRADE AT OUTSIDE ENTRIES. 12. ISOLATION VALVES ARE TO BE INSTALLED AT EACH PLUMBING FIXTURE -- AND/OR GROUP OF PLUMBING FIXTURES. LOCATE VALVES IN ACCESSIBLE 12"MIN 4"x6" CEDAR BLOCK/ LOCATIONS; ABOVE LAY -IN CEILINGS IN GYP. BD. CEILINGS OR WALLS WITH ACCESS DOORS. FRICTION PAD 13 INSTALL N SHOWN S SERVICE WITH MAIN CUT-OFF VALVE 0OUTLET SIDE AND EXTEND ROOF 5 GAS PIPE SUPPORT DETAIL. NOT TO SCALE W/H W/H W/H GAS METER 3/4 GAS SOLENOID VALVE MAIN GAS REGULATOR PROPOSED GAS LINE. SCALE: N/A CONBRACO NO. 75 -424 -RV CALIBRATED PRESSURE RELIEF VALVE SET AT 85 PSI. INSTALL PER MANU- FACTURERS RECOMMENDATIONS. AIR RELIEF VALVE COLD WATER INLET GAS VENT BY MECHANICAL ,CONTRACTOR; REFER TO ATO HVAC DWG'S FOR DETAILS UNION (TYPICAL) ' HOT WATER OUTLET ' 1 TEMP. & PRESSURE RELIEF VALVE RELIEF VALVE. DISCHARGE TO MOP SINK BURNER ASSEMBLY ' •� --rye ,w.-;--�''` �,w,._, LL .. - '- -.^---�----^-•` - i .. I i CHECK VALVE SHUT-OFF VALVE vi--pb--�–� COLD WATER INLET ------►--i HOT WATER OUTLET \--DRAIN FULL SIZE TO JANITOR SINK TANK DRAIN VALVE —DIRT LEG tcns conNecnae PROPANE WATER HEATER DETAIL SCALE: NTS rIN. I I I I � > FLOOR AS LINE REVISIONS: O U Li J 0 z_ LL V) ®� uj F- 0 tZ 0 U z z Cl 0 u - z V 76 0 IY Lu U am z 0 Q o' z Luad z z O am �co Qco Z w O ry C. ARCHITECT: STEVEN HEPNER CHECKED: DATE: SCALE: JOB No: SHEET: DISTANCE FROM SPRINKLER TO SIDE OF OBSTRUCTION (A) TABLE 3 - MAXIMUM SUPPORT SPACING NUM. PIPE SIZE A Ba C l' 3'-0' MAX. le -O' MAX. 3' MIR IN 4'-0' MAX. lE'-0' MAX 3' MIN, llS' TU 6' 5'-0' MAX. 15'-0' MAX. 3' MIN. DISTANCE FROM SPRINKLER TO SIDE OF OBSTRUCTION (A) WIMUM ALLOWABLE WAKE OF Off LECTOR ADM BOTTOM Of OUSIRUCTION (IN) (8) LESS THAN 1 H. 0 1 FT. TO LESS THAN 1 FT. 5 IN. FLON GPM 1 FT. 5 IN. TO LESS THAN 2 FL DATE OF TEST 2 FT, 10 LESS TIM 2 FT. 6 IN. t TEST PRoADEU Vf 2 FT. 6 LN. TO LESS THAN 3 FT. 36 3 FT. TO LESS THAN 3 FT. 6 IN. ■ 3 FT. 6 IN. TO LESS THAN 4 FT. 12 4 FT. TU LESS THAN 4 FT, 6 NT. 14 4 Ff. 6 IN. 10 LESS THAN 5 FL 1614 5 FT. AND CRFATER 18 R A FIRE SPRINKLER DETAILS SCOPE OF WORK DETAILS/NOTES: RELOCATE 23 PENDENT HEADS, AND ADD 15 PENDENT HEADS FOR TENANT REMODEL OF UNIT, SYSTEMS WILL BE INSTALLED PER NFPA 13 2010 ED. t LEGEND EXISTING PIPE --- -® ®- -- - -- ®— -� NEW PIPE RELOCATED SPRINKLER HEAD "Rv 0 ADDED SPRINKLER HEAD "A" � EXISTING SPRINKLER HEAQ �" �' II ,l UiT U �Ij A� is w A, i 17 4 Kfn [ .� � • ; `J UITF: 14 3 ' . _ I cpA -0 1 �. ^ A r ;i OFFICE {-^� ax ,r'��* i4� sd: ELITE MEN f i FiRrm PERMIT # 7. 33 30 PROTECTION 24636 MADISON STREET ASTATULA9 FL 34105 PHONE -352-639-'4119 FAX -352-639-4 t) I ELI'ITHREFL.COM — JAI<l>� t2oli) By Firs,DO 'L REVIEWED BY: MATT MINNETT' SANFORD FIRE DEPT. A I DATE: 112.1 A� I �— SANFORD FIRE DEPARTMENT �-- THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL. BE DEEMED PERMISSION TO PROCEED --c' WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF i- THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE, PREVENTION DIVISION FROM. �� THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE _,TII`I PLANS, CONSTRUCTION OR OTHER I j I VIOLATIONS OF THE CODE. 26 _ _ 1 1 ■EN M■ �r�1w ■ t - ■ �r N. ■ 1 1 a ' � Aon. �.' Fr'� r"�3 is �,,r�C�■� �■ ■■ ■ ■■ ■ '■ ■■■■■■■ . ' .■ Elm ■ ■ ■ ■ �:�■ FIRE PROTEUVION OVERHEAD PIPING PLAN SCALE 1/4" -WATZ_R SUPPLY INFORM ArPION STATIC PRESSURE - RESIDUAL PRESSURE - FLON GPM - DATE OF TEST 1 t TEST PRoADEU Vf tic f { k 36 DATE, ■ 1/23/18 CPy llo 0 BASK _ EZI ■ a ' � Aon. �.' Fr'� r"�3 is �,,r�C�■� �■ ■■ ■ ■■ ■ '■ ■■■■■■■ . ' .■ Elm ■ ■ ■ ■ �:�■ FIRE PROTEUVION OVERHEAD PIPING PLAN SCALE 1/4" -WATZ_R SUPPLY INFORM ArPION STATIC PRESSURE - RESIDUAL PRESSURE - FLON GPM - DATE OF TEST - t TEST PRoADEU Vf - �7 C.. ALC ULATIO NS REMOTE AREA � OF 51'fbNitLENS uT DEitil AniA _ DRAWN SIJ VKI I O DENISIIY - TEMP 165 MODEL NK NC clamuE PENDENT WlIH 13ROHE TPoLI OMW Af6A Wl _ 36 DATE, 1/23/18 CPy llo 0 BASK _ NOSE 964K:/=@E — 11 H SYMB. A 15 R 21 DRAWN SIJ VKI I O SIZE i " K 5.6 TEMP 165 MODEL NK NC clamuE PENDENT WlIH 13ROHE TPoLI TOTAL A/SI 36 DATE, 1/23/18 t� 36 rorAL � NO. DATE kL XX/XX/XX - REVISIONS CONCEPT SALON BUTTES 300 N ENTRANCE RD SANFORD, FL 32771 BY .F DRAWN BY: GVV SCALE, 1/4" = 1'-0" TOTAL A/SI 36 DATE, 1/23/18