Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2002-828 (2)
R ECE V E DRAFT COPY OCT 0 1' 2002 CHECKLISTt>li NYS BUILDING CODE,(BC) Building:. NYS FIRE CODE (FC) / NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) Reviewer: - Publication Date: May 2002 -COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or . Allowed 1 Jurisdiction BC-101.2 1 . 2 Floodplain BC-1603.1 6 285 3 Occupancy BC-302 17 f7 2- 4 Type of Construction BC Table 601 81 5 No. of Sleeping Units/Level BC-202 14& No. of Units-Total 31 No. of Occupants BC-Table 1003.2.2.2 201 6 ' Atriums BC-404 37 7 Basement Definition BC-502.1 71 8 Heights & Building Areas � �,,i,zo Maximum Tabular Area BC-Table 503 72 �s Maximum Tabular Height BC Table 503 72 Maximum Aggregate Area BC-503.3 73 3 (Max. Tab. Area x 3) Legend: NR= Not Required NS = Not Shown NA= Not Applicable NOTE: `SPACE FOR NOTES ON LAST PAGE JAM Page 1 of 6 No. Topic Code Page Required Actual Section No. or Allowed 9. . Sprinkler System BC-903 168 I-A Basement Sprinkler BC-903.2.10.1 170 Water Source BC-903.3.5 172 10 Frontage&Sprinkler BC-506 74 Area Modifications (cald.) 11 Distance Separation BC Table 602 82 12 Fire Rated Construction Incidental Use Areas BC Table 302.1.1 17 Mixed Occupancy BC Table 302.3.3 19 Fire Walls BC-705 89 Fire Barrier BC-706 91 3 11b,e. Ale w 0 e- Shaft Enclosure BC-707 92'. Fire Partition (Tenant Sep.) , BC-708 95' Smoke Barriers- BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107, Draft Stopping BC-716.3 - 108 J 3 'Space Min. Rm. Dimensions BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 14 Ventilation (Nat. or Mech..) BC-1202.1 249 15 Light (Nat. or Mech.) BC-1204.1 250 , 16 Exits One Exit Permitted BC TableI005.2.2 224 A/14, A?I- 4pl/ Emergency Egress BC-1009.1 - 235 Distance of Travel BC-Table 1004.2.4 220 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Width BG-1004.3.2.2 221 .1oo Door Width BC-1 003.8.1.1 208 6 ,, 36 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 Dead End Corridors BC-1004.3.2.3 222 oa-z JAM Page 2 of 6 No. Topic Code Page Required Actual Section` No. or Allowed 17 Stairs /4 ho- Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213' Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails BC-1003.3.3.11 215 18 Structural Snow Loading---Ground BC Fig 1608.2 296 Snow Loading---Roof-(calc.) ASCE 7-98 - Drifting Snow BC-1608.7 295• Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC Table 1607.1 291 Wind Loading BC-1609 297 Seismic Loading (talc.) BC-1614 315 Foundation Depth BC-1805.2 398 19 Interior Finishes BC-Table 803.4 161 20 Exterior Wall Coverings BC-Table 1405.2 s257 Exterior Finishes BC-Table 1406.2 261 Combustible 21 Swimming Pools BC-3109 629 22 Sun Rooms BC Appendix 1 693 23 Electrical Exit Lights or,Signs BC-1003.2.10 203 Emergency Lights BC-10013.2.11.2 204 Emergency Power BC-2702 611 24 HC ACCESS Exempt Buildings' BC-1104.4 .238 �� Parking BC-Table 1106.1 .239 Route, BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Roorims BC-Table71107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Supplemental HC Req'mts Appendix E 681 JAM Page 3 of 6 No Topic Code Page Required Actual Section No. or Allowed 25 Fire Protection Equipment Sprinkler Systems FC-903 55 Extingushing Syst. FC-904 . 59 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems FC-907 65 Smoke Detection FC-907 65 HI-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-91 0 82 Fire Pumps FC-913 85 Kitchen Hood Extinguisher FC-609.8 41 26 Plumbing Code Fixture Count PC-Table 403.1 21 Water Supply Service Pipe Size PC-603, 33 Fixture Pipe Size PC-603.1 33 Pipe Matefial PC-Tale 605.4 36 Labor Law Art. I O-A 'UFPBC-904.6 12,340 Pipe Insulation See Energy Code Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage 54 Drain Pipe Size PC-Table 709.1 47 Drain Pipe Material PC-702 63 Vent Size PC-Table 910.4 17 Pipe Hangers PC-Table 308.5 67 Air Admittance Valves PC-917 JAM Page 4 of 6 No Topic Code Page Required Actual Section No. or Allowed 27 Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire & Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 28 Fuel Gas Code. Appliance Location FGC-303 - 18- Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68. Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC=620 99- 29 Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table-504.2 .47 HWH Heat Trap ECCC-504.7 47 MECcheck Computer Software Compliance Report Required JAM Page 5 of 6 CR Bard Bldg.5 Warehouse Inventory Us Adhesives -D �((� Cable Accessories Cables. E� Cartons Catheters Chemicals OCT 2002 Comnonents Ciil2s Components Foam Components Rubber Connectors Electrical Components Finished Devices Gasket,Silicon Hardware roA Machined Parts Mfg.Supplies Molded Parts Needles Packaging Platinum,Machined Metal Parts Pouches Printing Resins Rubber ' Splice Bands Springs Stents/Stonebaskets Stiets Therrnistor Thermocouple Trays Tubing Plastics/Molded Parts Tubing,Balloon Tubing,Extruded Tubing,Hypo Tubing,Metal Tubing.Misc. Tubing Nitinol Tubing Plastic Tubing Shafts Tubing Shrink Tubing Silicon Washers Wire Processing Wire,Cable Wire,Misc. Wire.Nitinot Yam T%Wsting Yarn,Misc. FtAMABLE LIQUIDS Tetrahydrofuran (5)5 Gal Pails (25)Gal Isobutyl Alchol 70% (30)1 Gal Containers (30)Gal Isobutyl Acetate (7)55 Gal Drums (385)Gal Acetone (2)55 Gal Drums (110)Gal Beckosol (1)55 Gal Drum (55)Gal Hexane (3)55 Gal Drums (165)Gal Ink Remover . (3)55 Gal Drums (165)Gal N-Butyl Acetate (5)55 Gal Drums (275)Gat Methyl Ethyl Ketone (1)55 Gal Drum (55)Gal Total—(22)55 Gal Drums Flammable Liquids (5)5 Gal Pails (30)1 gal containers (1,265)Gal flammable liquids CRC g 5 Warehouse inventory List ' O esms t f err saries abIggs I V E D iti�ta y` . heters Chemicals Ta z onents Cli Com orients Foam Com one is Rubber Can actors cal C in orients Finished Devices Gasket Sir n Hardware TOVV,'. -ASBURY shined Parts _Supplies Molded Parts Needles a in itinum Machined Metal Farts Pouches Prin in Resin Rubber lice Bands SPrings ants I S1o.,or, _$tkle_ts iennistor LiermocouoleTrays rbingP�ld--pads Tubing,Balloon bin E dad Tubin H o Tu in Metal Tubiri M�sc. �btn NitinolTubin PlasticTubin ShafTubin ShrinkTubin SiliconW hers Lire processin Wire Cable Wire Misc. Lire NIIJ am Twisting Yam Mfsc_ LAMABLE LIQUIDS 'etrahydrofuran (5)5 Gat Pails ( )Gat sobutyl Alchol 70% (30)1 Gal Containers (30)Gal sobutyl Acetate (- 55 Gal Drums (385)Gal kcetone (2)55 Gat Drums (110)Gal 3edcasol (1)55 Gal Drum (5M Gal -!axone (3)55 Gal Drums (165)Gal Remover (3)55 Gal Drums -(165)Gat ink ink Re l Acetate (5)55 Gat Drums (275)Gal Methyl Ethyl Ketone (1)55 Gal Drum (55)Gal Total---(22)55 Gal Drums Flammable Liquids (5)5 Gal Pails (30)1 gal containers (1,265)Gal flammable liquids (-kb o)" I Iq i F- O Z ABOVE GROUND PIPE SYSTEM SUMMARY SIZE THICKNESS CONNECTIONS LESS THAN 2' SCHEDULE 40 SCREWED 2 THRU ANQ INCLUDING 5 SCHEDULE 10 ROLL GROOVED 6" .134 INCHES ROLL GROOVED 8" & 10" .185 INCHES ROLL GROOVED 1 REFER TO SPECIFICATIONS FOR ADDITIONAL DESCRIPTION. 2 OUTLET CONNECTIONS FOR HEADS TO BE WELDED. HYDRAULIC DESIGN BASIS & DESIGN CRITERIA CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL WET -PIPE SPRINKLER SYSTEM ACCORDING TO THE FOLLOWING REQUIREMENTS AND CRITERIA: WATER SUPPLY: - TOWN OF QUEENSBURY, 100 MAIN ON EAST SIDE OF BAY ROAD. HYDRANT TEST RESULTS: - (EXISTING 8" LINE ON BARD PROPERTY) TEST PERFORMED BY ALLIANZ INS. CO.. SUMMER, 2000 - STATIC: 97 PSI FLOW: 1,380 GPM - RESIDUAL- 74 PSI OCCUPANCY CLASSIFICATION OF AREA TO BE SPRINKLERED: - HIGH -PILED COMBUSTIBLE STORAGE AS DEFINED PER NYS FIRE CODE SECTION 2302 - RACK STORAGE. GROUP A PLASTICS COMMODITIES - MAXIMUM STORAGE HEIGHT: 14 FEET - CLEARANCE TO CEILING. LESS THAN 5 FEET TYPE OF SPRINKLERS: - ESFR. 50 PSI DESIGN PRESSURE. 1654F RATING - COVERAGE AREA: 80 TO 100 S.F.. 12' MAX./8' MIN. SPACING HYDRAULIC DESIGN BASIS: SPRINKLER: - 12 HEADS FLOWING AT 50 PSIG HOSE STREAM ALLOWANCE: - 250 GPM DURATION - 1 HOUR MAXIMUM WATER VELOCITY IN PIPING: - 20 FPS EXISTING BUILDING RETAIL FURNITURE STORE — — — — -' — — — — — — — — -� UNDERGROUND GAS SERVICE HC APPROXIMATE LOCATION 1 2 iu RISER ru TYP. rr C 2 a rr HC u ri a n u EXISTING CMU BLOCK RETAINING u WALL - REMOVE AS REQUIRED STORAGE �u AND REPLACE. a „ PIV a u n CANOPY rr 40'-0" MIN. EXISTING STORM -- DRAINAGE PIPING APPROXIMATE LOCATION \ HYDRANT TEST RESIDUAL-- \\ PRESSURE TAKEN AT _Warr 0. �� RISER IN BLDG. 6 P op ty SO F O \\ SO FOOTAGE 1,072 SO FT V� ti � \ \moo \\ F8 SO ), SO FORT 2,513 SO FT G� Bl DG 10 / 2� SO FOOTAGE 296 SO FT !� H YD. Z\ % HYDRANT TEST FLOW LOCATION Collins \ Commercial Property 6 074 so i \ e \ \ ><1< m ioOTAGE \ 303 SO FT ��N .NEW 100 DIAMETER WATER SUPPLY UNDERGROUND MAIN PAVEMENT REMOVAL do REPLACEMENT AS REQUIRED. PAVED AREA F-- In M 04 0 n Q W Cr a LI EXISTING 8 WATER SUPPLY PAR IAL SITE PLAN 1' s DRAWING NOTES O1 PROVIDE BRONZE SHUTOFF VALVES AT HOSE CONNECTIONS. (DALL HOSE CONNECTIONS ARE TO BE SUPPLIED WITH FULLY INSTALLED HOSE RACK. HOSE, PRESSURE REGULATOR. AND NOZZLE. LEGEND AND ABBREVIATIONS NEW PIPE EXISTING PIPE E PIPE CAP TIE IN SYMBOL GATE VALVE CHECK VALVE ® BALL VALVE O WATER MOTOR GONG ® ALARM CHECK VALVE AREA TO BE SPRINKLERED ® UNDER CONTRACT 1 Q1 LEASED SPACE APPROX. 9,100 SF QLEASED SPACE APPROX. 10,200 SF FIRE HYDRANT HOSE CONNECTION FS FLOW SWATCH CB CURB BOX PIV POST INDICATOR VALVE NIC NOT IN CONTRACT FDC FIRE DEPARTMENT CONNECTION HC HOSE CONNECTION PI PRESSURE INDICATOR GAUGE CV CHECK VALVE FD FLOOR DRAIN D.L_ PIPE CONTINUES TO 10- MAIN ON EAST gal SIDE OF BAY ROAD. • REVISIONS A ISSUED FOR RD NO. I REVISION DESCRIPTION XDG 7 SO FOOTAGE 4,078 SO FT. RFA CONTRACT •1 GENERAL NOTES A. THE FIRE PROTECTION CONTRACTOR IS REQUIRED TO VISIT THE SITE AND BECOME FAMILIAR WITH CONDITIONS PRIOR TO BIDDING THE PROJECT. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INTENDED TO CONVEY THE OVERALL SCOPE OF WORK. CONTRACTOR SHALL CONTACT UFPO PRIOR TO ANY EXCAVATION WORK. (1-800-962-7962). B. CONTRACTOR IS TO PERFORM THE NECESSARY FLUSHING. PIPE TESTING, DE -BUGGING, STARTUP. AND ACCEPTANCE TESTING FOR ALL PIPING BEING INSTALLED ON THIS CONTRACT. C. CONTRACTOR IS TO COORDINATE PIPE AND SPRINKLER HEAD LAYOUT WITH ALL OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO: ROOF AND CEILING BEAMS, WALLS, LIGHTS. CONDUITS. ROOF DRAIN PIPING, CABLE TRAYS, UNIT HEATERS, AND UTILITY PIPING. D. ANY ADDITIONAL INFORMATION NECESSARY TO PROPERLY BID, DESIGN, OR BUILD THE FIRE PROTECTION SYSTEM IS TO BE REQUESTED BY THE SPRINKLER CONTRACTOR PRIOR TO 810. IT IS THE FIRE PROTECTION CONTRACTOR'S RESPONSIBILITY TO MAKE SURE THE SPRINKLER SYSTEM INSTALLATION MEETS OWNER'S INSURANCE CARRIER (FM GLOBAL) AND NFPA REQUIREMENTS. E. ALL PIPING WALL PENETRATIONS ARE TO BE SLEEVED AND FULLY SEALED. F. CONTRACTOR SHALL BE QUALIFIED TO PERFORM SPRINKLER SYSTEM DESIGN AND INSTALLATION WORK. HYDRAULIC CALCULATIONS AND SPRINKLER SYSTEM DRAWINGS SHALL INCLUDE A SEAL AND SIGNATURE OF A REGISTERED ENGINEER LICENSED IN NEW YORK STATE. THE DRAWINGS AND CALCULATIONS SUBMITTED FOR REVIEW MUST BE SEALED. AS WELL AS THE SET INCORPORATING REVIEW COMMENTS AND THE AS -BUILT SET. G. PERMANENT 1 1/2" HOSE STATIONS SHALL BE INSTALLED THROUGHOUT ALL COVERED AREAS, WITH A MAXIMUM OF 10OFT. HOSE PER FM GLOBAL AND NYS FIRE CODE REQUIREMENTS. DRAWING FP-1 SHOWS APPROXIMATE QUANTITY AND LOCATION OF HOSE STATIONS. H. ALL FIRE PROTECTION PIPING IS TO BE INSTALLED TO PROVIDE MAXIMUM CLEAR HEADROOM. I. REFER TO DRAWING NOTES do SPECIFICATIONS FOR ADDITIONAL INFORMATION INCLUDING TECHNICAL DATA AND SUMMARY OF WORK. J. ALARM AND TROUBLE DEVICES ARE SUPPLIED BY THIS CONTRACT. CONTRACTOR TO PROVIDE do INSTALL. DEVICE IS TO HAVE TERMINALS TO BE WIRED TO NEW FIRE ALARM PANEL AND TELEPHONE DIALER. DEVICE INCLUDES: FLOW SWITCH. FIRE ALARM PANEL. TELEPHONE DIALER, HARING, AND INSTALLATION IS PROVIDED BY OTHERS. K. PROVIDE DRAINS AT ALL SYSTEM LOW POINTS. L PROVIDE INSPECTORS TEST STATIONS WHERE REQUIRED. M. WORK UNDER THIS CONTRACT BEGINS AT WATER SUPPLY TIE-IN. N. FIRE PROTECTION PIPES AND ALL SPRINKLER PIPING TO BE PAINTED ACCORDING TO THE TECHNICAL SPECIFICATIONS. 0. PROVIDE LABELING AND IDENTIFICATION OF ALL PIPING. VALVES, AND DEVICES PER NFPA 13 AND NFPA 14. P. FIRE DEPARTMENT CONNECTION SHALL BE (1) 5" STORZ-TYPE CONNECTION. PARKING AREA\14 SPACES I lux licit] a f::::i 0 Q iq C.R. Bard, Inc. 289 Bay Road • Queensbury, NY 12804 C.R. BARD, INC. DRAWN/DESIGNED ENGR./ARCH. !89 BAY ROAD QUEENSBURY N.Y. AS NOTED TRADE CHECK DATE TECH. MANAGER LEASED WAREHOUSE FIRE PROTECTION PLAN 02��i4' PROJECT MANAGER DRAWING NO. �. P.C. FP=l CONSULTING ENGINEERS' AND ARCHITECTS C„ r. DATE I BY I CHKD. GLENS FALLS NEW YORK REV. __ SHEET_ OF �_ NO. 0 I POST INDICATOR VALVE NOTE: PROVIDE (4) 4- PIPE BOLLARDS (CONCRETE FILLED) FOR PROTECTION FINISHED GRADE ELEV. 0 i i7 z ME t fo s: WATER MAIN TIE-IN AT BLDG. N.T.S. UNPAVED I ASPHALT FINISH GRADE 3- TOPSOIL, OR GRAVEL SEE PAVEMENT DETAIL TO MATCH EXISTING FOR REPLACEMENT DRIVEWAY SURFACE. SPECIFICATIONS. THIS DRAWING WATER LINE DEPTH 5'-60 MIN. 12- GRAVEL SUBBASE (NYSDOT ITEM 304.03) 160 PIPE SLEEVE SAWCUT, REMOVE do REPLACE CONCRETE TO MATCH EXISTING REMOVE do REPLACE CONCRETE SLAB W/#4 O 12. O.C. EW 4,000 PSI CONCRETE FILL VOID BETWEEN PIPE AND SLEEVE WITH ELASTOMERIC SEALANT REMOVE MATERIAL AS NECESSARY AND REPLACE WITH SUITABLE BACKFILL MATERIAL (COMPACT BACK FILL MATERIAL TO 95X MAX. DRY DENSITY) TIE RODS 10- DIP (FLANGED) 100 GATE VALVE MAIN PM FROM TOP BAR JOIST! L2 1/2-x2 BAR JOIST EXCAVATE TRENCH TO A GRANULAR BACKFILL IN 6- LIFTS AND WIDTH EQUAL TO PIPE O.D. COMPACT TO 95X MAXIMUM DENSITY PLUS 2.0 FT. BRANCH PI SUPPORT-1 LOAD 100 POINT. PIPE SAND MATERIAL TO 120ABOVE PIPE. HAND BACKFILL IN 40 LIFTS AND COMPACT TO 95X �1 MAXIMUM DENSITY (SEE NOTE 05). 6" SAND BEDDING COMPACTED TO 95X MAXIMUM DENSITY NOTES: 1) OVER —EXCAVATE AT PIPE BELLS TO PROVIDE a MINIMUM BEDDING BELOW BELLS. 2) GRADE TRENCH BOTTOM - TO PROVIDE SMOOTH. FIRM, STABLE AND ROCK —FREE FOUNDATION THROUGHOUT THE LENGTH OF THE PIPE. 3) REMOVE UNSTABLE. SOFT AND UNSUITABLE MATERIALS AT THE SURFACE UPON WHICH PIPES ARE TO BE LAID, AND BACKFILL AS INDICATED ABOVE. 4) SHAPE BOTTOM OF PREPARED TRENCH TO PROVIDE UNIFORM SUPPORT OR HAND TAMP MATERIAL IN HAUNCH FASHION ALONG BOTH UNDER —SIDES OF PIPE. HAND BACKFILL NOT REQUIRED. HOWEVER, ALTERNATELY DEPOSIT 6- LIFTS ON EITHER SIDE OF PIPE (DO NOT DUMP DIRECTLY OVER PIPE) AND COMPACT TO 95X MAXIMUM DENSITY. 5) ALL TRENCH EXCAVATING SHALL MEET OSHA AND OTHER STATE. LOCAL AND FEDERAL REQUIREMENTS. 6) OPEN EXCAVATIONS FOR NEW WATER MAIN SHALL BE PROPERLY SHORED AND SURFACE PLATED TO ALLOW FOR PLANT TRAFFIC. TRENCH EXCAVATING & BACKFILL DETAIL N.T.S. 12- GRAVEL SUBBASE (NYSDOT ITEM 304.03) COMPACTED TO 95X MAXIMUM DENSITY 2- BASE COURSE (NYSDOT ITEM 403.12) 1- TOP COURSE (NYSDOT ITEM 40&16) SAWCUT AND TREAT VERTICAL EDGE MATH ASPHALT EMULSION, AS REQUIRED EXISTING PAVEMENT COMPACT SUBGRADE PRIOR TO PLACING SUBBASE. NOTES, 1) ASPHALT CONCRETE MATERIALS AND PLACEMENT SHALL CONFORM TO N.Y.S.D.O.T. SPECIFICATIONS. TYPICAL ASPHALT CONCRETE REPLACEMENT _PAVEMENT SECTION N.T.S. COLLECTOR BEAM TYPICAL PLAN VIEW GENERAL PIPE ROUTING & REQUIREMENTS - AREA 1 & AREA 2 N.T.S. j(QTE- PIPE SUPPORT MATERIAL TO COMPLY IMTN NFPA 13 REQUIREMENTS. SPOSURS TO BE INSTALLED TO PROVIDE MAXIMUM CLEAR HEADROOM00 (DEFLECTOR MAX. 14- FROM CEYJNG PER FM GLOBAL DATA SHEET 2-2) COLLECTOR BEAM ANCHOR POINTS — TYPICAL �k — MAINTAIN MINIMUM CLEARANCE FROM it COLLECTOR BEAM TO 4. PIPING. CENTER BAY COLUMN OR POST EXlS71NG BAR JOIST L 2 1/2-4 1/2-x3/8- 2' SO. CONC. COLLAR EXIST. GROUND ADJUSTABLE z VALVE BOX GATE VALVE WITH NON —RISING STEM r NEW MAIN A 4- MIN. CONCRETE GATE VALVE INSTALLATION DETAIL N.T.S. NOTE -- VALVE BOX IS NOT TO REST ON VALVE OR PIPE LINE AREA 2 ONLY ANCHOR ANGLE TO TOP CHORD /-AT EACH Mn W/1 /4- BACKING PLATE, 1 /2-I THREADED ROD OR BOLTS, & NUTS W/WASHERS AREA 1 ONLY ANCHOR ANGLE ABOVE TOP CHORD W/1/2- THREADED RODS OR BOLTS. & NUTS W/WASHERS SECTION N.T.S. FP-2 1 FP-2 NOMINAL TEE BRANCH 45' 22 1 /2' 11 1 /4' S 5/8' PIPE SIZE OR PLUG (1/r) BEND BEND BEND BEND MINIMUM BEARING AREA OF BLOCK 10- 7.5 S.F. 6 S.F. 3 S.F. _T 2 S.F. 2 S.F. NOTES: 1) THRUST BLOCK AREAS PER NFPA 24: — FITTINGS AT 225 PSI WATER PRESSURE (INCLUDES SURGE ALLOWANCE) — 2000 PSF ALLOWABLE SOIL BEARING CAPACITY (ASSUMED) — DESIGN SAFETY FACTOR OF 1.5 2) F'c CONCRETE s 3.000 PSI 3) THRUST BLOCKS ARE NOT SUITABLE AS VERTICAL PIPE RESTRAINTS. 4) CONCRETE PLACEMENT SHALL NOT INTERFERE NTH JOINTS. 5) THRUST BLOCK BEARING SURFACE SHALL BE UNDISTURBED EARTH. 6) IN MUCK, PEAT OR RECENTLY PLACED FILL, ALL THRUST BLOCKS SHALL BE RESISTED BY PILES OR TIE RODS TO SOUND FOUNDATIONS OR BY REMOVAL OF SUCH UNSTABLE MATERIAL do REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS. THRUST BLOCK SCHEDULE N.T.S. SCHEMATIC FIRE PROTECTION RISER N.T.S. NOTES: 1. RISER IS LOCATED IN AREA 2Q ' 2. PROVIDE ALL TRIM AS REQUIRED BY NFPA AND FM. ►0) EA 2�) ISTING WAREHOUSE DOR F f- SUMMARY THIS SECTION INCLUDES FIRE —SUPPRESSION PIPING AND EQUIPMENT FOR THE HOSE STATIONS AND SPRINKLER SYSTEMS. THESE SYSTEMS INCLUDE WET —PIPE FIRE —SUPPRESSION SPRINKLERS, PIPING, VALVES, SPECIALTIES. AND AUTOMATIC SPRINKLERS. DEFIES HOSE STATION: HOSE CONNECTION. FIRE HOSE RACK. FIRE HOSE, PRESSURE REGULATING VALVE AND NOZZLE. WORKING PLANS: DOCUMENTS, INCLUDING DRAWINGS. CALCULATIONS. AND MATERIAL SPECIFICATIONS PREPARED ACCORDING TO NFPA 13 AND NFPA 14 FOR OBTAINING APPROVAL FROM AUTHORITIES HAVING JURISDICTION. COMPONENTS AND INSTALLATION: CAPABLE OF PRODUCING PIPING SYSTEMS WITH 175—PSIG (1200—KPA) MINIMUM WORKING —PRESSURE RATING, UNLESS OTHERWISE INDICATED. SUBMITTALS PRODUCT DATA: FOR THE FOLLOWING SUBMIT EIGHT (8) COPIES: PIPE AND FITTING MATERIALS AND METHODS OF JOINING PIPING. PIPE HANGERS AND SUPPORTS. VALVES. INCLUDING SPECIALTY VALVES. ACCESSORIES, AND DEVICES. ALARM DEVICES. INCLUDE ELECTRICAL DATA. FIRE DEPARTMENT CONNECTIONS. INCLUDE TYPE; NUMBER, SIZE, AND ARRANGEMENT OF INLETS; CAPS AND CHAINS; SIZE AND DIRECTION OF OUTLET, ESCUTCHEON AND MARKING; AND FINISH. HOSE STATIONS. INCLUDE SiZE. TYPE, AND FINISH OF HOSE CONNECTIONS; TYPE AND LENGTH OF FIRE HOSES; FINISH OF FIRE HOSE COUPLINGS; TYPE, MATERIAL. AND FINISH OF NOZZLES, FINISH OF RACK, DIMENSIONS OF RACK. AND PROPOSED MOUNTING FOR RACK. SPRINKLERS, INCLUDE SPRINKLER FLOW CHARACTERISTICS, MOUNTING, FINISH, AND OTHER PERTINENT DATA. SPRINKLER PIPING DRAWINGS: WORKING PLANS. PREPARED ACCORDING TO NFPA 13, FOR APPROVAL BY AUTHORITIES HAVING JURISDICTION. INCLUDE HYDRAULIC CALCULATIONS. DRAWINGS ARE TO BE PREPARED BY 'AUTOCAD' ELECTRONIC DRAFTING. DISCS REFLECTING "AS —BUILT' CONDITIONS TO BE PROVIDED TO C.R. BARD. DRAWINGS AND CALCULATIONS TO HAVE PROFESSIONAL ENGINEERS STAMP. FIELD TEST REPORTS AND CERTIFICATES: INDICATE AND INTERPRET TEST RESULTS FOR COMPLIANCE WITH PERFORMANCE REQUIREMENTS AND AS DESCRIBED IN NFPA 13 AND NFPA 14. INCLUDE "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING." MAINTENANCE DATA: FOR EACH TYPE OF HOSE STATION AND SPRINKLER SYSTEM. QUALITY ASSURANCE INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER (AT LEAST 5 YEARS OF EXPERIENCE) WHO HAS DESIGNED AND INSTALLED FIRE —SUPPRESSION PIPING SIMILAR TO THAT INDICATED FOR THIS PROJECT AND OBTAINED DESIGN APPROVAL AND INSPECTION APPROVAL FROM AUTHORITIES HAVING JURISDICTION. PROFESSIONAL ENGINEER QUALIFICATIONS: A PROFESSIONAL ENGINEER WHO IS LEGALLY QUALIFIED TO PRACTICE IN JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED. ENGINEERING SERVICES ARE DEFINED AS THOSE PERFORMED FOR INSTALLATIONS OF FIRE —SUPPRESSION PIPING THAT ARE SIMILAR TO THOSE INDICATED FOR THIS PROJECT IN MATERIAL. DESIGN, AND EXTENT. MANUFACTURER QUALIFICATIONS: FIRMS WHOSE EQUIPMENT, SPECIALTIES, AND ACCESSORIES ARE LISTED BY PRODUCT NAME AND MANUFACTURER IN UL'S "FIRE PROTECTION EQUIPMENT DIRECTORY" AND FM'S 'FIRE PROTECTION APPROVAL GUIDE' AND THAT COMPLY WITH OTHER REQUIREMENTS INDICATED. HOSE STATIONS AND SPRINKLER COMPONENTS: LISTING/APPROVAL STAMP, LABEL. OR OTHER MARKING BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. ALL PIPE AND EQUIPMENT TO BE FACTORY MUTUAL APPROVED. ELECTRICAL COMPONENTS. DEVICES. AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. NFPA STANDARDS: EQUIPMENT, SPECIALTIES, ACCESSORIES, INSTALLATION, AND TESTING COMPLYING WITH ALL NFPA STANDARDS INCLUDING THE FOLLOWING: NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS." NFPA 14. "STANDPIPE AND HOSE SYSTEMS." NFPA 70, 'NATIONAL ELECTRIC CODE' NFPA 24, "PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES' FACTORY MUTUAL STANDARDS EY A MATERIALS FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. SPRINKLER CABINETS: FINISHED, WALL —MOUNTING STEEL CABINET AND HINGED COVER. WITH SPACE FOR A MINIMUM OF SIX SPARE SPRINKLERS PLUS SPRINKLER WRENCH. INCLUDE THE NUMBER OF SPRINKLERS REQUIRED BY NFPA 13 AND WRENCH FOR SPRINKLERS. INCLUDE SEPARATE CABINET WITH SPRINKLERS AND WRENCH FOR EACH TYPE OF SPRINKLER ON PROJECT. PART 2 PRODUCTS - ]PING MATERIALS REFER TO PART 3 'PIPING APPLICATIONS" ARTICLE FOR APPLICATIONS OF PIPE, TUBE. FITTING, AND JOINING MATERIALS. PIPES AND TUBES STEEL PIPE: ASTM A 135, SCHEDULE 10 2—INCH THROUGH 5—INCH SIZES AND DRAWING SPECIFIED WALL THICKNESS FOR 6—INCH THROUGH 10—INCH SIZES. WITH PLAIN ENDS, BLACK FOR ROLLED —GROOVE AND WELDED JOINTS. PIPE IS TO ALWAYS BE A MINIMUM OF SCHEDULE 10 EVEN IF LIGHTER GAUGES ARE ALLOWED BY NFPA. PIPE IS TO BE SPECIFICALLY MANUFACTURED AND CATALOGED FOR FIRE PROTECTION SYSTEM USE. STEEL PIPE: ASTM A 135. BELOW 2 INCHES, SCHEDULE 40 BLACK FOR THREADED JOINTS. PIPE IS TO BE SPECIFICALLY MANUFACTURED. AND CATALOGED FOR FIRE PROTECTION USE. PIPE AND TUBE FITTINGS MALLEABLE —IRON THREADED FITTINGS: CLASS 150 ASME B16.3. STEEL. THREADED COUPLINGS: ASTM A 865. STEEL WELDING FITTINGS: ASTM A 234/A 234M. ASME 816.9. OR ASME B16.11. STEEL FLANGES AND FLANGED FITTINGS: ASME 816.5. STEEL, GROOVED —END FITTINGS: • UL—LISTED AND FM —APPROVED, ASTM A 47 (ASTM A 47M), MALLEABLE IRON OR ASTM A 536, DUCTILE IRON; WITH DIMENSIONS MATCHING STEEL PIPE AND ENDS FACTORY GROOVED ACCORDING TO AWWA C606. FIRE —PROTECTION —SERVICE VALVES GENERAL- UL LISTED AND FM APPROVED, WITH MINIMUM 175—PSIG (120G—KPA) NONSHOCK WORKING —PRESSURE RATING. VALVES FOR GROOVED —END PIPING MAY BE FURNISHED WITH GROOVED ENDS INSTEAD OF TYPE OF ENDS SPECIFIED. GATE VALVES. NPS 2 AND SMALLER: UL 262; CAST —BRONZE, THREADED ENDS. SOLID WEDGE; OS&Y; AND RISING STEM. GATE VALVES, NPS 2-1/2 AND LARGER: UL 262. IRON BODY, BRONZE MOUNTED. TAPER WEDGE. OS&Y, AND RISING STEM. INCLUDE REPLACEABLE, BRONZE. WEDGE FACING RINGS AND FLANGED ENDS. INDICATOR POSTS: UL LISTED do FM APPROVED, VERTICAL ADJUSTABLE, CAST—IRON BODY, WITH WINDOWS FOR TARGET PLATES THAT INDICATE VALVE POSITION, EXTENSION ROD AND COUPLING. LOCKING DEVICE, RED ENAMEL FINISH, OPERATING WRENCH. SWING CHECK VALVES. NPS 2 AND SMALLER: UL 312 OR MSS SP-80. CLASS 150. BRONZE BODY WITH BRONZE DISC AND THREADED ENDS. SWING CHECK VALVES, NPS 2-1/2 AND LARGER: UL 312, CAST—IRON BODY AND BOLTED CAP, WITH BRONZE DISC OR CAST—IRON DISC WITH BRONZE —DISC RING AND FLANGED ENDS. SPEaALTY VALVES BALL DRIP VALVES: UL 1726. AUTOMATIC DRAIN VALVE. NPS 3/4 (DN20). BALL CHECK DEVICE WITH THREADED ENDS. SPRINKLERS AUTOMATIC SPRINKLERS: WITH HEAT —RESPONSIVE ELEMENT COMPLYING WITH THE FOLLOWING: UL 199, FOR APPLICATIONS EXCEPT RESIDENTIAL UL 1767, FOR EARLY SUPPRESSION. FAST —RESPONSE APPLICATIONS. SPECIAL TY SPRINKLER FITTINGS SPECIALTY FITTINGS: UL LISTED AND FM APPROVED; MADE OF STEEL. DUCTILE IRON, OR OTHER MATERIALS COMPATIBLE WITH PIPING. SPRINKLER, DRAIN AND ALARM TEST FITTINGS: UL—LISTED, CAST— OR DUCTILE —IRON BODY; WITH THREADED INLET AND OUTLET, TEST VALVE, AND ORIFICE AND SIGHT GLASS. SPRINKLER, BRANCH —LINE TEST FITTINGS: UL—LISTED, BRASS BODY; WITH THREADED INLET AND CAPPED DRAIN OUTLET AND THREADED OUTLET FOR SPRINKLER. PRESSURE REGULATING HOSE VALVES FOR HOSE STATIONS DESCRIPTION: UL 668. 300—PSIG (2070—KPA) MINIMUM PRESSURE RATING. BRASS, PRESSURE REGULATING TYPE. HOSE VALVE FOR CONNECTING FIRE HOSE INCLUDE 90—DEGREE ANGLE PATTERN DESIGN WHERE. NEEDED TO MEET SPECIAL CONSTRAINTS; FEMALE NPS INLET AND MALE HOSE OUTLET, AND LUGGED CAP, GASKET, AND CHAIN. INCLUDE NPS 1-1/2 AS INDICATED, AND HOSE VALVE THREADS ACCORDING TO NFPA 1963 AND MATCHING LOCAL FIRE DEPARTMENT THREADS. ROUGH BRASS FINISH. HOSE STATIONS 1—i/2—INCH HOSE STATION TO INCLUDE 1-1/2—INCH PRESSURE REGULATING HOSE VALVE AND CROKER COLUMN HOSE HANGAR FOR COLUMN AND WALL MOUNTING WITH QUICK RELEASE FEATURE TO AVOID MISHAP WITH FORK TRUCKS. HOSE TO BE LENGTH DESCRIBED ON PLANS, 1-1/2— INCH DIAMETER ALL SYNTHETIC POLYURETHANE LINED (FM APPROVED) FOR 250 PSiG SERVICE PRESSURE PER NFPA 1961 AND UL 219. NOZZLE TO BE CAST BRASS ADJUSTABLE FOG/STRAIGHT STREAM/SHUTOFF. ALL ACCESSORIES TO BE CROKER WITH UL LABEL AND FM APPROVAL FIRE DEPARTMENT CONNECTIONS WALL, FIRE DEPARTMENT CONNECTIONS: UL LISTED do FM APPROVED; CAST —BRASS BODY WITH BRASS, WALL. ESCUTCHEON PLATE; BRASS. LUGGED CAPS WITH GASKETS AND CHAINS: AND BRASS. LUGGED SWIVEL CONNECTIONS. INCLUDE NLET WITH (1) STORZ FITTING PER TOWN OF QUEENSBURY. OUTLET WITH PIPE THREADS. EXTENSION PIPE NIPPLES. CHECK DEVICES OR CLAPPERS FOR INLETS. AND ESCUTCHEON PLATE MARKING APPROPRIATE USE. UNIT TO BE POUSHED BRASS. EXPOSED TYPE WITH PROJECTING MOUNTING. ALARM DEVICES GENERAL- TYPES MATCHING PIPING AND EQUIPMENT CONNECTIONS. FLOW SWATCH: VANE —TYPE WATER FLOW DETECTOR. UL LISTED do FM —APPROVED. WITH ENCLOSED SWITCH do CONTACT RATED IDA O 125V/25OVAC do 2.5A O 24VDC, TAMPER —RESISTANT. EXAMINE ROUGHING—iN FOR HOSE CONNECTIONS AND STATIONS TO VERIFY ACTUAL LOCATIONS OF PIPING CONNECTIONS BEFORE INSTALLATION. EXAMINE WALLS AND PARTITIONS FOR SUITABLE THICKNESS. FIRE— AND SMOKE —RATED CONSTRUCTION. FRA1rI1NG FOR HOSE —STATIONS. AND OTHER CONDITIONS WHERE HOSE CONNECTIONS AND STATIONS ARE TO BE INSTALLED. PROCEED WITH INSTALL.ATiON ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PIPING APPLICATIONS SPRINKLER SYSTEM AND HOSE STATION PIPING APPLICATIONS DO NOT USE WELDED JOINTS WITH GALVANIZED STEEL PIPE. FLANGES, UNIONS, AND TRANSITION AND SPECIAL FITTINGS WITH PRESSURE RATINGS THE SAME AS OR HIGHER THAN SYSTEM'S PRESSURE RATING MAY BE USED IN ABOVEGROUND APPLICATIONS. UNLESS OTHERWISE INDICATED. PIPING WITHIN 10 FEET OF FIRE DEPARTMENT CONNECTION : USE GALVANIZED. STANDARD —WEIGHT STEEL PIPE. REFER TO PART 2 OF THIS SECTION FOR DETAILED SPECIFICATIONS ON PIPE AND FITTINGS PRODUCTS LISTED BELOW. USE PIPE, TUBE FITTINGS. AND JOINING METHODS ACCORDING TO THE FOLLOWING APPLICATIONS. PIPING MAY BE JOINED WITH FLANGES INSTEAD OF INDICATED JOINTS. USE GROOVED —END FITTINGS WITH GROOVED COUPLINGS THAT ARE MADE BY THE SAME MANUFACTURER AND THAT COMPLY WITH LISTING WHEN USED TOGETHER FOR GROOVED —COUPLING JOINTS. BELOW 2 INCHES: ASTM A 53, A 135, OR A 795; SCHEDULE 40 STEEL PIPE WITH THREADED ENDS. MALLEABLE IRON CLASS 150 THREADED FITTINGS. AND THREADED JOINTS. SIZES 2 INCHES TO 5 INCHES: ASTM A 135 OR A 795, SCHEDULE 10 STEEL PIPE WITH ROLLED —GROOVED ENDS, GROOVED —END STEEL PIPE FITTINGS, AND GROOVED COUPLING JOINTS. 6 INCH SIZE TO BE .134 INCH THICK AND 8 INCH/10 INCH SIZE TO BE .188 INCH THICK ASTM A 53 OR A 795, AS PER NFPA (NEVER LESS THAN SCHEDULE 10 REGARDLESS OF NFPA) STEEL PIPE WITH ROLLED —GROOVE ENDS, STEEL PIPE GROOVED —END FITTINGS. GROOVED COUPLINGS. AND GROOVED —COUPLING JOINTS. OUTLET CONNECTIONS TO BE WELDED. VALVE APPLICATIONS DRAWINGS INDICATE VALVE TYPES TO BE USED. WHERE SPECIFIC VALVE TYPES ARE NOT INDICATED. THE FOLLOWING REQUIREMENTS APPLY: FIRE—PROTEC11ON—SERVICE VALVES: UL LISTED AND FM APPROVED FOR APPLICATIONS WHERE REQUIRED BY NFPA 13 AND NFPA 14. SHUTOFF DUTY. USE GATE VALVES. PIPING AND VALVE INSTALLATION LOCATIONS AND ARRANGEMENTS: DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING. INSTALL PIPING AS INDICATED. AS FAR AS PRACTICAL. DEVIATIONS FROM APPROVED WORKING PLANS FOR PIPING REQUIRE WRITTEN APPROVAL FROM AUTHORITIES HAVING JURISDICTION. FILE WRITTEN APPROVAL WITH OWNER BEFORE DEVIATING FROM APPROVED WORKING PLANS. USE APPROVED FITTINGS TO MAKE CHANGES IN DIRECTION. BRANCH TAKEOFFS FROM MATS. AND REDUCTIONS IN PIPE SIZES. INSTALL UNIONS ADJACENT TO EACH VALVE IN PIPES NPS 2 AND SMALLER. UNIONS ARE NOT REQUIRED ON FLANGED DEVICES OR IN PIPING INSTALLAiIONS USING GROOVED JOINTS. INSTALL FLANGES OR FLANGE ADAPTERS ON VALVES. APPARATUS, AND EQUIPMENT HAVING NPS 2-1/2 AND LARGER CONNECTIONS. INSTALL "INSPECTOR'S TEST CONNECTIONS' IN SPRINKLER PIPING. COMPLETE WITH SHUTOFF VALVE, SIZED AND LOCATED ACCORDING TO NFPA 13. INSTALL SPRINKLER PIPING WITH DRAINS FOR COMPLETE SYSTEM DRAINAGE. INSTALL DRAIN VALVES ON HOSE STATION PIPES. INSTALL BALL DRIP VALVES TO DRAIN PIPING BETWEEN FIRE DEPARTMENT CONNECTIONS AND CHECK VALVES. DRAIN OUTSIDE BUILDING. INSTALL ALARM ALARM DEVICES IN PIPING SYSTEMS. HANGERS AND SUPPORTS: COMPLY WITH NFPA 13 FOR HANGER MATERIALS. INSTALL ACCORDING TO NFPA 13 FOR SPRINKLER PIPING AND TO NFPA 14 FOR STANDPIPES. HANGARS TO CONCENTRICLY LOAD BAR JOISTS. EARTHQUAKE PROTECTION: INSTALL PIPING ACCORDING TO NFPA 13 TO PROTECT FROM EARTHQUAKE DAMAGE TO THE EXTENT REQUIRED BY THE NEW PORK STATE BUILDING CODE AND NFPA. INSTALL PIPING WITH GROOVED JOINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. CONSTRUCT RM PIPING JOINTS. UNLESS OTHERWISE INDICATED. INSTALL SPECIALTY SPRINKLER FITTINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. GATE VALVES: INSTALL FIRE —PROTECTION —SERVICE VALVES SUPERVISED —OPEN, LOCATED TO CONTROL SOURCES OF WATER SUPPLY EXCEPT FROM FIRE DEPARTMENT CONNECTIONS. PROVIDE PERMANENT IDENTIFICATION SIGNS INDICATING PORTION OF SYSTEM CONTROLLED BY EACH VALVE. ALARM CHECK VALVES: INSTALL VALVES IN VERTICAL POSITION FOR PROPER DIRECTION OF FLOW. INCLUDING BYPASS CHECK VALVE AND RETARD CHAMBER DRAIN —LINE CONNECTION. LABELING AND IDENTIFICATION INSTALL LABELING AND PIPE MARKERS ON EQUIPMENT AND PIPING ACCORDING TO REQUIREMENTS IN NFPA 13. FIELD QUALITY CONTROL FLUSH. TEST, AND INSPECT SPRINKLER PIPING ACCORDING TO NFPA 13. "SYSTEM ACCEPTANCE" CHAPTER. REPLACE PIPING SYSTEM COMPONENTS THAT DO NOT PASS TEST PROCEDURES AND RETEST TO DEMONSTRATE COMPLIANCE. REPEAT PROCEDURE UNTIL SATISFACTORY RESULTS ARE OBTAINED. REPORT TEST RESULTS PROMPTLY AND IN WRITING TO AUTHORITIES HAVING JURISDICTION. CLEANING CLEAN DIRT AND DEBRIS FROM SPRINKLERS. REMOVE AND REPLACE SPRINKLERS HAVING PAINT OTHER THAN FACTORY FINISH. FIRE PROTECTION PIPE PAINTING SURFACE PREPARATION IS TO BE PERFORMED BY FIRST SOLVENT CLEANING PIPE TO REMOVE OIL, GREASE, SOIL AND CUTTING COMPOUNDS. THE SURFACE IS TO THEN BE PREPARED PER THE STEEL STRUCTURES PAINTING COUNCIL METHOD SSPC—SP-3 "POWER TOOL CLEANING" BY THE USE OF POWER ASSISTED HAND TOOLS LIKE POWER WIRE BRUSHES AND POWER SANDERS. ALL LOOSE MILL SCALE. LOOSE RUST. LOOSE PAINT AND OTHER DETRIMENTAL FOREIGN MATTER IS TO BE REMOVED. COATING SYSTEM: PRIMER TO BE ONE COAT OF ALUMINUM HIGH BUILD EPDXY MASTIC TO A THICKNESS OF 4.0 TO 6.0 MILS DRY FILM THICKNESS. TOP COAT TO BE ONE COAT OF ACRYLIC MODIFIED AUPHA71C POLYURETHANE 1.5 TO 2.0 MILS DRY FILM THICKNESS. FINAL DRY FILM THICKNESS SHALL NOT BE LESS THAN 6.0 MILS. PIPE IS TO BE PAINTED 'SAFETY RED'. PROTECT SPRINKLERS FROM DAMAGE UNTiL SUBSTANTIAL COMPLETION. COMMISSIONING VERIFY THAT SPECIALTY VALVES, TRIM, FITTINGS. CONTROLS, AND ACCESSORIES ARE INSTALLED AND OPERATE CORRECTLY. VERIFY THAT SPECIFIED TESTS OF PIPING ARE COMPLETE. VERIFY THAT DAMAGED SPRINKLERS AND SPRINKLERS WITH PAINT OR COATING NOT SPECIFIED ARE REPLACED WITH NEW. CORRECT TYPE. VERIFY THAT SPRINKLERS ARE CORRECT TYPES. HAVE CORRECT FINISHES AND TEMPERATURE RATINGS, AND HAVE GUARDS AS REQUIRED FOR EACH APPLICATION. VERIFY THAT HOSE CONNECTIONS AND FIRE DEPARTMENT CONNECTIONS HAVE THREADS COMPATIBLE WITH LOCAL FIRE DEPARTMENT EQUIPMENT. FiLL WET —PIPE SPRINKLER PIPING WITH WATER. VERIFY THAT HOSE STATIONS ARE CORRECT TYPE AND SIZE. ADJUST OPERATING CONTROLS AND PRESSURE SETTINGS. COORDINATE WITH FIRE ALARM TESTS. OPERATE AS REQUIRED. DEMONSTRATE EQUIPMENT, SPECIALTIES. AND ACCESSORIES. RENEW OPERATING AND MAINTENANCE INFORMATION. SCHEDULE DEMONSTRATION WITH OWNER WITH AT LEAST SEVEN DAYS' ADVANCE NOTICE. AS —GUILTS THE CONTRACTOR IS TO MAINTAIN A CLEAN UNDAMAGED SET OF BLUE OR BLACK LINE WHITE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS IS MOST CAPABLE OF SHOWING CONDITIONS FULLY ACCURATELY. WHERE SHOP DRAWINGS ARE USED. RECORD A CROSS—REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. 22 SECIM 2 UNDERGROUND FIRE PROTECTION WATER LINE PART 1 - GENERAL THIS SECTION INCLUDES THE PROVISION AND INSTALLATION OF ALL MATERIALS. LABOR. TOOLS. TRANSPORTATION, EQUIPMENT. ACCESSORIES, AND RELATED ITEMS NECESSARY FOR A COMPLETE INSTALLATION OF THE UNDERGROUND FIRE PROTECTION WATER UNE AS SHOWN ON THE DRAWINGS. INCLUDING TRENCHING, TESTING, CLEANING, AND BACKFIWNG. PART 2 - PR=C7S DUCTILE IRON PIPE AND FITTINGS FOR UNDERGROUND FIRE PROTECTION WATER LINE ALL DUCTILE IRON PIPE SHALL CONFORM TO THE LATEST EDITION OF SPECIFICATION ANSI A21.51, CLASS 50. ALL PIPE SHALL BE FURNISHED IN NOMINAL EIGHTEEN FOOT (18') LENGTHS WITH MECHANICAL JOINTS AS MANUFACTURED BY U.S. PIPE AND FOUNDRY COMPANY, OR EQUAL, WITH GASKETS CONFORMING TO THE LATEST EDITION OF SPECIFICATION ANSI A21.11, RUBBER GASKET JOINTS. FITTINGS SHALL CONFORM TO THE LATEST EDITION OF SPECIFICATION ANSI A21.10. GREY -IRON AND DUCTILE FITTINGS. FITTINGS TWO INCHES THROUGH TWELVE INCHES (2"-12') SHALL HAVE A PRESSURE RATING OF 250* CAST IRON FITTINGS OVER TWELVE INCHES THROUGH FORTY-EIGHT INCHES (12'-48') SHALL HAVE A PRESSURE RATING OF 150 f ALL PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING CONFORMING TO THE LATEST EDITION OF SPECIFICATIONS ANSI A21.4 AND SECTION 4-10.2 OF ANSI A21.4, WITH A MINIMUM THICKNESS OF ONE -EIGHTH INCH (1 /8') FOR THREE-INCH TO TWELVE -INCH (3'-12') PIPE. ALL PIPE AND FITTINGS SHALL HAVE A BITUMINOUS SEAL COAT APPUED TWICE ON IWE OUTSIDE CONFORMING TO THE LATEST EDITION OF SPECIFICATION ANSI A21.4. EACH PIPE AND FITTING SHALL HAVE CAST UPON IT OR STAMPED INTO THE METAL THE INITIALS OF THE MAKER'S NAME AND FIGURES DENOTING THE YEAR CAST. EACH PIPE SHALL BE CLEARLY STENCILED WITH THE MONTH. DAY, SHIFT OF CASTING, LENGTH. WEIGHT, AND THICKNESS CLASS OF THAT PIPE. GATE VALVES BURIED GATE VALVES SHALL BE NONRISING STEM. IRON BODY BRONZE MOUNTED. DOUBLE DISK GATE VALVES HAVING MECHANICAL ENDS AS NECESSARY TO MATCH CONNECTING PIPE. THE VALVES SHALL BE SUITABLE FOR 175 PSIG WORKING PRESSURE FOR THREE INCH THROUGH TWELVE INCH (3' - 12') SIZES AND SHALL CONFORM TO THE UNDERWRITERS, NATIONAL FIRE PROTECTION ASSOCIATION. AND FM GLOBAL REQUIREMENTS FOR GATE VALVES, INSOFAR AS APPUCAIBLL VALVES SHALL BE MADE BY THE KENNEDY VALVE AND MANUFACTURING COMPANY. OR EQUAL THEY SHALL IN ADDITION MEET THE FOLLOWING REQUIREMENTS: 1. GATE VALVES SHALL BE INSIDE SCREW WITH OPERATING NUT. 2. BRONZE GATE RINGS SHALL BE FITTED INTO GROOVES OF DOVETAIL OR SIMILAR SHAPE IN THE GATES. FOR GROOVES OF OTHER SHAPES, THE RINGS SHALL BE FIRMLY ATTACHED TO THE GATES WITH BRONZE RIVETS. 3. STUFFING BOX FOLLOWER BOLTS SHALL BE OF STEEL, AND THE NUTS SHALL BE OF BRONZE. 4. O-RING STUFFING BOXES SHALL BE USED. 5. THE DESIGN AND MACHINING OF THE VALVES SHALL BE SUCH AS TO PERMIT PACKING THE VALVES WITHOUT UNDUE LEAKAGE WHILE THEY ARE WIDE OPEN AND IN SERVICE. 6. VALVES TO BE OPERATED WITH INDICATOR POSTS SHALL BE FURNISHED WITH A STATIONARY STEM AND POST MOUNTING FLANGE. 7. ALL VALVES SHALL TURN COUNTERCLOCKWISE TO OPEN. FURNISH A SUFFICIENT NUMBER OF T-HANDLE WRENCHES TO PERMIT OPERATION OF ALL BURIED GATE VALVES, REGARDLESS OF DEPTH. BY OPERATORS OF AVERAGE HEIGHT, WORKING IN NORMAL POSITIONS. VALVE BOXES VALVE BOXES SHALL BE THREE SECTION CAST IRON. ADJUSTABLE SCREW TYPE, HEAVY PATTERN. THE LOWER SECTION OF THE BOX SHALL BE DESIGNED TO ENCLOSE THE OPERATING NUT AND STUFFING BOX OF THE VALVE AND REST ON THE BACKFiLL THE LENGTH SHALL BE AS NECESSARY TO SUIT THE GROUND ELEVATION. THE INSIDE DIAMETER OF THE BOXES SHALL BE AT LEAST FOUR AND ONE-HALF INCHES (4%-). VALVE BOXES SHALL BE MADE BY THE KENNEDY VALVE AND MANUFACTURING COMPANY. OR EQUAL COVERS SHALL BE CLOSE FITTING AND SUBSTANTIALLY DIRT TIGHT. THE TOP OF THE COVER SHALL BE FLUSH WITH THE TOP OF THE BOX RIM. THE WORD "WATER', THE WORD 'OPEN," AND AN ARROW INDICATING THE DIRECTION OF OPENING THE VALVE SHALL BE PROMINENTLY CAST IN THE TOP COVER. INDICATOR POST FURNISH AND INSTALL INDICATOR POSTS AS MANUFACTURED BY KENNEDY VALVE MANUFACTURING COMPANY. FIGURE 541. OR APPROVED EQUAL. AND WITH THE FOLLOWING CONFIGURATIONS: 1. CAST IRON 2. ADJUSTABLE TYPE 3. TWO PLEXIGLASS WINDOWS. 4. INTEGRAL FLANGE FOR VALVE BONNET CONNECTION. 5. SQUARE OPERATING NUT MATH ATTACHED WRENCH. 6. ALL INDICATOR POSTS SHALL BE PAINTED FOR FINISH COATS AS FOLLOWS: A) TOPS AND CAPS - RED B) BARREL - RED C) DIRECTIONAL ARROW AND WORD "OPEN' - WHITE 7. NATIONAL FIRE PROTECTION ASSOCIATION, UNDERWRITERS LABORATORY, AND FM GLOBAL APPROVED. 8. TRIM - BRONZE 9. ENDS - FLANGED 10. ALL POST INDICATORS SHALL TURN COUNTERCLOCKWISE TO OPEN. SOCKET PIPE CLAMPS, TiERODS. AND BRIDLES WHERE INDICATED OR NECESSARY TO PREVENT JOINTS OR COUPUNGS FROM PUWNG APART UNDER PRESSURE. SUITABLE SOCKET PIPE CLAMPS, TIERODS, AND BRIDLES SHALL BE PROVIDED. BRIDLES AND 71ERODS SHALL BE OF STAINLESS STEEL. TYPE T-304 AND SHALL CONFORM TO THE LATEST EDITION OF SPECIFICATION ASTM A276 AND SHALL BE AT LEAST THREE-QUARTER INCH (3/4') IN DIAMETER, EXCEPT WHERE THEY REPLACE FLANGE BOLTS O SMALLER SIZE; IN WHICH CASE THEY SHALL BE FITTED MATH A NUT ON EACH SIDE OF THE PAIR OF FLANGES. THE SOCKET CLAMPS AND TIERODS OR BRIDLES SHALL BE COATED WITH AN APPROVED BITUMINOUS PAINT AFTER ASSEMBLY OR. IF NECESSARY. PRIOR TO ASSEMBLY. WHERE REQUIRED. BENDS. TEES, AND OTHER FITTINGS. IN CAST IRON OR DUCTILE IRON PIPEUNES BURIED IN THE GROUND SHALL BE BACKED UP WITH CONCRETE PLACED AGAINST UNDISTURBED EARTH WHERE FIRM SUPPORT CAN BE OBTAINED. IF THE SOIL DOES NOT PROVIDE FIRM SUPPORT. THEN SUITABLE BRIDLE RODS, CLAMPS. AND ACCESSORIES TO PROPERLY BRACE THE FITTING SHALL BE PROVIDED. SUCH BRIDLE RODS, ETC.. SHALL BE COATED THOROUGHLY AND HEAVILY WITH AN APPROVED BITUMINOUS PAINT AFTER ASSEMBLY. OR. IF NECESSARY. BEFORE ASSEMBLY. I PART 3 - EXECUTION GENERAL. ALL WORK SHALL BE ACCOMPUSHED IN STRICT ACCORDANCE WITH THE APPUCABLE PORTIONS OF THE LATEST REVISION OF THE AWWA STANDARD COW, INSTALLATION OF CAST IRON WATER MAINS. AND NFPA 24. PRIVATE FIRE SERVICE MAINS AND AS NOTED BELOW. EXCAVATION AND BACKFIWNG TRENCHES SHALL BE EXCAVATED TO THE INDICATED DEPTH AS SHOWN ON THE DRAWINGS. AS SPECIFIED, AND BE ACCURATELY GRADED. TRENCHES EXCAVATED BELOW REQUIRED DEPTH SHALL BE BACKFILLED WITH SAND OR GRAVEL. AND THOROUGHLY TAMPED. TRENCHES SHALL HAVE ROUNDED BOTTOMS. INSTRUMENT GRADED. WITH BELL HOLES LOCATED FOR PROPER PIPE SUPPORT AND UNE PITCH. TRENCHES WITH UNSTABLE BOTTOM SOIL SHALL HAVE THE UNSTABLE SOIL REMOVED AND COMPACTED GRAVEL OR CRUSHED STONE WILL BE PLACED IN TRENCH. UP TO DESIGN GRADE. ADJACENT GROUND TO ALL TRENCHES SHALL BE GRADED TO DIRECT SURFACE WATER AWAY FROM TRENCHED AREA. TRENCHES THAT ARE WET SHALL HAVE PUMPS OPERATING AHEAD OF PIPE INSTALLATIONS, AND TRENCHES SHALL BE KEPT DRY UNTIL PIPING HAS BEEN INSTALLED, TESTED, INSPECTED, STERILIZED. AND BACKFILLED TO ONE FOOT (1'-0') ABOVE PIPE. WIDTH OF TRENCH SHALL BE TWELVE INCHES (12') MINIMUM, SIXTEEN INCHES (16') MAXIMUM ON EACH SIDE OF THE PIPE BELL WIDTH OF TRENCH MORE THAN THREE FEET (3') DEEP SHALL BE THIRTY INCHES (30') MINIMUM. TRENCH SIDES SHALL BE VERTICAL TO TWELVE INCHES (12') ABOVE TOP OF PIPE. AND FROM THIS POINT TO GRADE. THE SIDES MAY BE SLOPED SIX INCHES (6') PER FOOT. ALL TRENCHES SHALL BE EXCAVATED AND MAINTAINED, WHILE IN THE OPEN CONDITION. IN STRICT CONFORMANCE WITH OSHA REGULATIONS, PARTICULARLY SECTION 1926.822 OF THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION. ALL OPEN EXCAVATIONS SHALL BE ADEQUATELY SAFEGUARDED BY PROVIDING TEMPORARY BARRICADES, CAUTION SIGNS, UGHTS, AND OTHER MEANS TO PREVENT ACCIDENTS TO PERSONS AND DAMAGE TO PROPERTY. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE INSTALLED PIPING HAS BEEN ACCEPTED BY THE REGULATING AGENCIES. BACKFILL MATERIAL ADJACENT TO THE PIPE SHALL BE HANDCOMPACTED COARSE SAND IN SiX INCH (6') DEEP LAYERS UNTIL PIPE IS COVERED WITH ONE FOOT (1'-0') OF MATERIAL REMAINDER OF BACKFILL MATERIAL SHALL BE TAKEN FROM THE SUBSOIL STOCKPILE WITH ANY ADDITIONAL MATERIAL PURCHASED BEING FREE OF CLAY. SILT. ORGANIC MATTER, DEBRIS. ROOTS. STONES OVER SIX INCHES (6') IN DIAMETER. AND OTHER DELETERIOUS MATERIALS. BACKFILL MATERIAL SHALL BE COMPACTED IN ONE FOOT (1'-0-) LAYERS BY HAND TAMPING OR MECHANICAL TAMPING DEVICES. BACKFILL SHALL BE MOUNDED OVER TRENCHES AND MAINTAINED UNTIL SETTLEMENT HAS CEASED, AND THE TOP OF THE TRENCH REMAINS LEVEL WITH ADJACENT AREA. TRENCHED AREAS THROUGH EXISTING PAVED AREAS SHALL BE RESTORED AFTER SETTLEMENT WITH SELECT GRAVEL BASE COURSE OR OF CRUSHED STONE AND PAVING SIMILAR IN TYPE, QUALITY, AND THICKNESS TO EXISTING. PIPING PIPE, VALVES. AND FITTINGS SHALL BE CLEANED OF DIRT, SCALE, AND FOREIGN MATTER PRIOR TO INSTALLATION. LOW POINTS OF THE SYSTEM SHALL HAVE PROVISIONS FOR COMPLETE SYSTEM DRAINAGE. UNDERGROUND DIRECTIONAL PIPING CHANGES SHALL BE MADE WITH FITTINGS. VALVE STEMS ON UNDERGROUND PIPING SYSTEMS SHALL BE INSTALLED PLUMB AND VERTICAL THE PIPING SIZES AND GENERAL METHOD OF ROUTING ARE SHOWN DIAGRAMMATICALLY. ALL OFFSETS AND FITTINGS, AND STRUCTURAL INTERFERENCES THAT MAY BE ENCOUNTERED ARE NOT SHOWN. ' ATTENTION IS DIRECTED TO THE FACT THAT DUCTILE IRON USED FOR PIPE AND FITTINGS AND THE CEMENT LININGS ARE COMPARATIVELY BRITTLE. EVERY CARE SHALL BE TAKEN IN HANDUNG AND LAYING PIPE AND FITTINGS TO AVOID DAMAGING THE PIPE AND LININGS. SCRATCHING OR MARRING MACHINED SURFACES. AND ABRASION OF THE PIPE COATING OR UNING. ANY FiTTING SHOWING A CRACK AND ANY FITTING OR PIPE WHICH HAS RECEIVED A SEVERE BLOW THAT MAY HAVE CAUSED AN INCIPIENT FRACTURE, EVEN THOUGH NO SUCH FRACTURE CAN BE SEEN. SHALL BE MARKED AS REJECTED AND REMOVED AT ONCE FROM THE WORK. IN ANY PIPE SHOWING A DISTINCT CRACK AND IN WHICH IT IS BELIEVED THERE IS NO INCIPIENT FRACTURE BEYOND THE UMITS OF THE VISIBLE CRACK. THE CRACKED PORTIONS. IF SO APPROVED. MAY BE CUT OFF BEFORE THE PIPE IS LAID, SO THAT THE PIPE USED MAY BE PERFECTLY SOUND. THE CUT SHALL BE MADE IN THE SOUND BARREL AT A POINT AT LEAST TWELVE INCHES (12') FROM THE VISIBLE UMITS OF THE CRACK. WHEN ANY CUTTING OR MACHINING OF THE PIPE IS REQUIRED IN THE FIELD OR JOB SITE. SUITABLE RESPIRATORY DEVICES, CONFORMING WITH THE US BUREAU OF MINES, SCHEDULE 21-8. SHALL BE WORN. EXCEPT AS OTHERWISE APPROVED. ALL CUTTING SHALL BE DONE MATH A MACHINE HAVING CUTTERS OR KNIVES ADAPTED TO THE PURPOSE. HAMMER AND CHISEL SHALL NOT BE USED TO CUT PIPE. ALL CUT ENDS SHALL BE EXAMINED FOR POSSIBLE CRACKS CAUSED BY CUTTING. CUT ENDS TO BE USED WITH PUSH -ON JOINTS SHALL BE CAREFULLY CHAMFERED TO PREVENT CUTTING THE GASKET WHEN THE PIPE IS LAID OR INSTALLED. UNED AND COATED PIPE FITTINGS SHALL BE INSTALLED AND ASSEMBLED WITH APPROVED PACKING OR GASKETS OF THE TYPE RECOMMENDED BY THE PIPE MANUFACTURER FOR THE PARTICULAR UNING USED. NO DEFECTIVE PIPE OR FITTINGS SHALL BE LAID OR PLACED IN THE SYSTEM. ANY PIECE DISCOVERED TO BE DEFECTIVE AFTER HAVING BEEN LAID OR PLACED SHALL BE REMOVED AND REPLACED BY A SOUND AND SATISFACTORY PIECE. THE PIPE SHALL BE LAID IN GRAVEL THAT HAS BEEN ACCURATELY GRADED AND COMPACTED SO THE PIPE HAS A FIRM BED FOR ITS ENTIRE LENGTH. PIPE SHALL BE LAID TO THE ONES AND GRADES INDICATED. AND ALL PIPE SHALL BE INSPECTED BEFORE BACKFIWNG. PIPE LAYING SHALL PROCEED UP -GRADE WITH THE SPIGOT ENDS OF BELL AND SPIGOT PIPE POINTING IN THE DIRECTION OF THE FLOW. THE DEFLECTION OF AUGNMENT AT A JOINT SHALL NOT EXCEED THE APPROPRIATE PERMISSIBLE DEFLECTION AS SPECIFIED BELOW: MAXIMUM PERMISIBI F DEFLECTION IN LAYING MECHANICAL JOINT PIPE _ SIZE OF PIPE MAXIMUM INCHES P MISaBLE DEFLECTION PER LENGTH - INCHES 12 FT. 16 FT. 18 FT. 20 FT. LENGTH LENGTH LENGTH LENGTH 3 21 28 31 - 4 21 28 31 - 6 18 24 27 - 8 13 18 20 - 10 13 18 20 - 12 13 18 20 22 14 9 12 13 1/2 15 16 9 12 13 1/2 15 FILING MF-04ANICAL JOINTS SURFACES AGAINST WHICH THE GASKET WILL COME IN CONTACT SHALL BE THOROUGHLY BRUSHED WITH A WIRE BRUSH PRIOR TO ASSEMBLY OF THE JOINT. THE GASKET SHALL BE CLEANED. THE GASKET. BELL, AND SPIGOT SHALL BE LUBRICATED BY BEING WASHED WITH SOAPY WATER. THE GLAND AND GASKET, IN THAT ORDER, SHALL BE SUPPED OVER THE SPIGOT. AND THE SPIGOT SHALL BE INSERTED INTO THE BELL UNTIL IT IS CORRECTLY SEATED. THE GASKET SHALL THEN BE SEATED EVENLY IN THE BELL AT ALL POINTS. CENTERING THE SPIGOT. AND THE GLAND SHALL BE PRESSED FIRMLY AGAINST THE GASKET. AFTER ALL BOLTS HAVE BEEN INSERTED AND THE NUTS HAVE BEEN MADE UP FINGERTIGHT, DIAMETRICALLY OPPOSITE NUTS SHALL BE PROGRESSIVELY AND UNIFORMLY TIGHTENED ALL AROUND THE JOINT TO THE PROPER TENSION. PREFERABLY BY MEANS OF A TORQUE WRENCH. THE CORRECT RANGE OF TORQUE. AS INDICATED BY A TORQUE WRENCH OR THE LENGTH OF WRENCH (IF NOT A TORQUE WRENCH) USED BY AN AVERAGE MAN TO PRODUCE SUCH RANGE OF TORQUE, SHALL NOT EXCEED THE VALUES SPECIFIED BELOW: TORQUE RANGE VALUES (3/4 INCH BOLTS) RANGE OF TORQUE 60-90 LB. -FT. LENGTH OF WRENCH 10 INCHES IF EFFECTIVE SEAUNG OF THE JOINT IS NOT ATTAINED AT THE MAXIMUM TORQUE INDICATED ABOVE, THE JOINT SHALL BE DISASSEMBLED AND THOROUGHLY CLEANED, THEN REASSEMBLED. BOLTS SHALL NOT BE OVERSTRESSED TO TIGHTEN A LEAKING JOINT. SETTING VALVES VALVES AND VALVE BOXES SHALL BE SET PLUMB AND CENTERED WITH THE VALVE BOX DIRECTLY OVER THE OPERATING NUT. BACKFILL AROUND THE VALVES SHALL BE AS SPECIFIED ABOVE UNDER BACKFIWNG SECTION. CLEANING PRIOR TO THE PRESSURE AND LEAKAGE TESTS. THE PIPING SHALL BE THOROUGHLY CLEANED OF ALL DIRT, DUST. OIL, GREASE, AND OTHER FOREIGN MATERIAL THIS WORK SHALL BE DONE WITH CARE TO AVOID DAMAGE TO UNINGS AND COATING, ALL PIPEUNES SHALL BE GIVEN COMBINED PRESSURE AND LEAKAGE TESTS. FURNISH AND INSTALL SUITABLE TEMPORARY TESTING PLUGS OR CAPS; ALL NECESSARY PRESSURE PUMPS, PIPE CONNECTIONS, AND OTHER SIMILAR EQUIPMENT; AND ALL LABOR REQUIRED. 1. PIPEUNES IN EXCAVATION OR ENCASED IN CONCRETE SHALL BE TESTED PRIOR TO THE BACKFIWNG OF THE EXCAVA11ON OR PLACING OF THE CONCRETE. 2. UNLESS IT HAS ALREADY BEEN DONE. THE SECTION OF PIPE TO BE TESTED SHALL BE FILLED WITH WATER OF APPROVED QUAUTY. AND ALL AIR SHALL BE EXPELLED FROM THE PIPE. IF HYDRANTS OR BLOWOFFS ARE NOT AVAILABLE AT HIGH POINTS FOR RELEASING AIR. MAKE THE NECESSARY EXCAVATIONS AND DO THE NECESSARY BACKFIWNG AND MAKE THE NECESSARY TAPS AT SUCH POINTS AND PLUG SAID HOLES AFTER COMPLETION OF THE TEST. 3. THE SECTION UNDER TEST SHALL BE MAINTAINED FULL OF WATER FOR A PERIOD OF TWENTY-FOUR (24) HOURS PRIOR M THE COMBINED PRESSURE AND LEAKAGE TEST BEING APPLIED. 4. ALL NEW UNDERGROUND PIPING SHALL BE TESTED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION TESTS FOR UNDERGROUND SPRINKLER WATER MAINS. 5. ALL ONES SHALL BE FLUSHED UPON COMPLETION OF TESTING. ;:�BILJ7.IdG. STERIUZING OF THE WATER MAINS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF AWWA C601, STANDARD FOR DISINFECTING WATER MAINS. FINAL FLUSHING ' AFTER THE APPUCABLE REiEN71ON PERIOD, THE HEAVILY CHLORINATED WATER SHALL BE FLUSHED FROM THE MAIN UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAIUNG IN THE SYSTEM OR LESS THAN 1 MG/L. CHLORINE RESIDUAL DETERMINATION SHALL BE MADE TO ASCERTAIN THAT THE HEAVILY CHLORINATED WATER HAS BEEN REMOVED FROM THE PIPEUNE. BACTERIOLOGIC TESTS AFTER FINAL FLUSHING AND BEFORE THE WATER MAIN IS PLACED IN SERVICE. A SAMPLE OR SAMPLES SHALL BE COLLECTED FROM THE END OF THE UNE AND TESTED FOR BACTERIOLOGIC QUAUTY AND SHALL SHOW THE ABSENCE OF COUFORM ORGANISMS. IF THE NUMBER AND FREQUENCY OF SAMPLES IS NOT PRESCRIBED BY THE PUBUC HEALTH AUTHORITY HAVING JURISDICTION. AT LEAST ONE SAMPLE SHALL BE COLLECTED FROM CHLORINATED SUPPUES WHERE A CHLORINE RESIDUAL IS MAINTAINED THROUGHOUT THE NEW MAIN. FROM UNCHLORINATED SUPPLIES AT LEAST TWO SAMPLES SHALL BE COLLECTED AT LEAST 24 HR APART. IN THE CASE OF EXTREMELY LONG MAINS, IT IS DESIRABLE THAT SAMPLES BE COLLECTED THE LENGTH OF THE UNE AS WELL AS AT ITS END. SAMPLES FOR BACTERIOLOGIC ANALYSIS SHALL BE COLLECTED IN STERILE BOTTLES TREATED WITH SODIUM THIOSULPHATE. NO HOSE OR FIRE HYDRANT SHALL BE USED IN COLLECTION OF SAMPLES. A SUGGESTED SAMPUNG TAP CONSISTS OF A STANDARD CORPORATION COCK INSTALLED IN THE MAIN WITH A COPPER TUBE GOOSENECK ASSEMBLY. AFTER SAMPLES HAVE BEEN COLLECTED THE GOOSENECK ASSEMBLY MAY BE REMOVED, AND RETAINED FOR FUTURE USE REPETITION OF PROCEDURE IF THE INITIAL DISINFECTION FAILS TO PRODUCE SATISFACTORY SAMPLES. DISINFECTION SHALL BE REPEATED UNTIL SATISFACTORY SAMPLES HAVE BEEN OBTAINED. WHEN THE SAMPLES ARE SATISFACTORY, THE MAIN MAY BE PLACED IN SERVICE. THRUST BLOCKS THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES, PLUGS. AND CAPS ON THE UNDERGROUND WATER SYSTEMS. SEE DRAWING SCHEDULE. 2 0 1 Nd BI Wd On S Conf . Wd On Wd Jet R■ Nd Jet one A — A Met DK On St set, Jet Cure Orying Rack Cleaning 0 Met Panel 0n St Cor Ir On St A LI ht Hezerd Met Panel St Crate Mach Shop On St Parts one In Cartons StgoB _ B Oflice Records Comp On Wd On Wd Jet Laser Drilling t Assembly E — E --191.. Met Ok On St co-. A. Mot OK On St Bar Jet C Conc—i'MIEC Conc dl O.C. O.C. ft Stge 81 0 Conc BI C C Cor Ir On St GWP PI On St AS On St C�nP Stl -1c Spray Booth 1 t Oven Con A Haaving cous lie AS Brsldlnp S Grinding Conc BI Ovenr BI Conc Cone F _ F Afegve - %o0/ TO (E,r) ST. INl 1-Sr uWfE. T � Cor Ir Net OK On St Bar Jet Con y^u "' S G.C. 81 O.C. Blo 77 SOno Misc Conc St ge D — D Stucco Sheetr e/ Spr On �ck On .Wad A S ven 9S Catheter Prod Offices OnSInsul Cstnator Shestro0n Catheter Prod t Aseembly Conc On St Prod W/ Spr St Panel (Fire)G — G A Shestrock SE(t stLE . t s toot - 20' X 40' AS) E ck On St eyed On Insul HOMER AVE (EWp) Dugs (Exp) Dupa FIELD I) rtium Office N - - er* : ra ry 0 . final i� ,uc `e Fi OFF. LEIA. C.. Rubber Membrane B" SEE DETAIL R BY Da tC � ' p; �e Met Ok INC) On St Bar Jet _�.le AS AS �� Q� `Bic 12' x 15 ~ c Mfg Catheter t Assembly A Aseembly gproy `9 AS mot Ok on St 1 Y Dite Qy D3te Conc i�- BY C� to Qy_ . to - oe �. coo• 5 H BY Date By Date �. 1 too• H Sp WHSE H _.� AS By Date Cy_--!'a-- ADO' SO X By Di; �� �•/ i� AS n.. .., Met Panel Rock 19' Met Panel W/Fibargl High Bay H/FIberg I Insul Stge inoul one Wd motPanel Wd S Melnt Hd NIS Carp Shop or K — K V 1 Empt Drum 9e Conc Bon Jst Panel Conc one Wd BI Lobe III one L — L HYDRAULIC DESIGN DATA DENSITY AREA OF TOTAL WATER AREA OR ITEM PROTECTED CPM/$O.FT• APPLICFATTION OEWAND Bu,' I =4 'A 00 I .19 3000 109S .1 Budding 'SA I .29 3000 tall SAS[_RR Pis, I. DETAIL A Fro. Syetee ice. s 61.79 29.05 r II � S9I -i • PRIVATE HATER MAIN � ORDINARY NON -RISING STEM ® PLBLIC FIRE ALARM BOX LATE VALVE bow ROOF ♦ FLOOR. c : FR(VATE HATER MAIN BURIED FIRE RESISTIVE. OR IPLANK ON TIMBERI VALVE IN PIT LPofR BUIl01NG HEAVY NON-Cp6, CpfST, Igpp ROOF l FLOOR, era FOAM l!!IE " '= CHECK VALVE COMBUSTIBLE OR t0►E, JOIf1F1 -IMP FUBLIC HYDRANT, WITH =B SPRINKLER RISER MON-COMBUSTIBLE CONST. S►EATMINO PLOWER CONNECTION PARAPETED MALL - PLAN _ PRIVATE HTOtANT, FROST PROOFALARM CHECK VALVE -7"•2_ NINpOM PARAPETED MALL , ==0 HATER FLOM INDICATOR .00F IRE DOOR D LOSE MOUSE WILL HYDRANT DRYVALVE 0 BRICK OR CONIC. CHIMNEY ZANAL—CONCLLLTIND�TED ==8 OELUQE VALVE BY HEAVY LIME ✓ FIRE DEPARTMENT CONNECTION ONC HOSE CONNECTION ELEVATOR �AATOMAT.TC SPRINOAM t CHECK VALVE ® SP*IMKLERED BUILOING STAIRS �'•IN ROOM KEY OPERATED GATE VALVE ® UNSPRINKLERED BUILDIHQ ® 901LEN 11111�_NO IN RSPRINKLER POST INDICATOR LATE VALVE ® 0004 OPEN SPRIHiaERS ` TRANSFORMER EARTH INDICATOR VALVE- O.S.IY. ® AUTOMATIC FIRE ALARM �i •CAMBER OF STORIES 1N LOWER LEFT CORNER C O L O R I N G BROWN - FIRE -RESISTIVE. PROTECTED STEEL GREY - NON-COMBUSTIBLE MALLS. MASONRY. STEEL OR ASBESTOS. BROWN WITH YELLOW CENTER - FIRE RESISTIVE EXCEPT 1,000 ROOF OR WITH MOH -COMBUSTIBLE RGOFS ION EXPOSED STEEL ONE MOOD FLOOR - TWO OR MORE ABOVE GROUHO FLOORS YELLOW - MOOD FRAME CONTRUCT(ON. M000 FRAAME-BR(CAC VENEER. RED - EXTERIOR MULLS. BRICK, HOLLOW TILE OR OTHER MASONRY MATERIAL OR HOOD FRAME NON-COMBUSTIBLE CLAD MIT" COMBUSTIBLE FLOORS AND ROOF BLUE - OPEN WATER - RIVERS. LAKES OR LAGOONS C. R. BARD ,,� INC. QUEENSBURY N.Y. INDUSTRIAL RISK INSURERS SCALE 1 INCH SO FEET 3EPTEMBER 24., 1996 ..-:.. ,1 743562/743596 ---�-a�+.+-w+rw—•w>4w�P.r.-•wry--+-:�-:. ; _ s-�,F..�•. ..J RFA CONTRACT u1 C.R. Bard, Inc. 289 Bay Road a Queensbury, NY 12804 I I DRAWN/DESIGNED ENGR./ARCH. C.R. BARD, INC. 89 BAY ROAD QUEENSBURY N.Y. SCALE AS NOTTRADE CHECK NOTED LEASEDWAREHOUSE DATE TECH. MANAGER FIRE PROTECTION REFERENCE DWG 02_E�14. PROJECT MANAGER DRAWING NO. RFARIST-FROST ASSOCIATES P.C. RD=1 CONSULTING ENGINEERS AND ARCHITECTS GLENS FALLS CAD FILE: 3614RD-1NET REV NEW YORK ISHEET--.,5- OF �_ NO.' 0 i CAR PORT q P 48'-2" 120'-3" 60'-016r 1'-95. 3'-6' 58'-10�" Z E a �a a �a • a as a as a as a as a as a as or a as a as a as a as as RAM RKK RACK a a RACK RACK RAM RACK RACK Z RACK RACK „KK Rux RACK „,C RN a a a a a a a a RACK RACK RACK a a Rwx RACK RACY e R a or I COLLINS WAREHOUSE SQ FT. 10.602 CENTER BEAM BUT. 13'FT 4"INCH. END BEAM HGT. 14'FT 8" INCH. 76'-1M AFFORDABLE FURNITURE �FAi 37'-9 9/16" I 75'-11 3/4" a a a � a a a a I I a a a I I I "--u � C sar- axfr 0, +` ry _24-f_5"� •ELc tsc FM w axrr .�« 21'-24' � I ■ac a 1 Ili I . Li Li u C aCOLLINS WAREHOUSE u APPROX. SQ FT. 9600 CEILING 14 FT. ENDS *NOTE 4 GAS HEATERS FLOOR TO BOTTOM AVT. 11 'FT. 7 314" INCH. CENTER BEAM BUT. 15'FT 10"IN0H. END BEAM HOT. 14'FT. Im BARD � bu" Nm York 1•, "r— i'" J.L.P Facmtft 08/26/02 FLOOR AREA c�wM«rw sa.� 3/32, ar."N~ N/A w+Mw.ctw+o m� OCT a ' 2on DOCUMENT CONTROL 00 sky14 03 �s'. to R�.o w a 3-MV1 U 1� N lOIIRYi a 3 y� i Fo $a $ ®0 Y yy � c < {b I�1 l w R� a RACK RACK RROC MCK RACK lAnl � !As RACK !� MOI RACK MOI H u OCT 0 i 2002 —r. ,fir r --� ire -x• ..�. 114 DOCUMENT CONTROL a 010 as e• � a .nc .�a � s .o� � .s � ..,x roe ~ �U • UAM i p 000000�00©00�0000000�000000000 E) G) E) G) I� � jZ N A O� oa j. tz cu w FoS� a of r ... a � 141-4 L& � MKD \I CD lale Emil rA&e� �� v m k- ) 00L-YIL6x 10 1 -0 24/ 5// BARD .. ow -E OFF 8/30/02 I KIUN FLOOR 5Z4 FT I WA OCT 0 1 2002