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HomeMy WebLinkAboutPP - 15305 SUNWOOD BLVD - CRYSTAL RIDGE CONDOS - PERMITS AND PLANS15305 SUNWOOD BLVD ASSOCIATED PERMITS 94-F-023 93-F-181 91-F-075 90-F-325 91-S-073 111 -Jia iL:41 11.1:GL.G(_1rP.GL.Gc_iriL HJU7 ru_ c1/- P-0 )c-.5c)S""s64. ltd Electric Electric Inc. TUKWILLA FIRE DEPARTMENT BATTERY CALCUI,ATYONS FORM DATE: 03/17/91 JOB NAME:62nd Avenue Aprtments 62nd Avenue South, Tukwilla STANDBY: 24 HOURS DEVICE QUANTITY CURRENT USED TOTAL COMMON BOARD CURRENT 1 0.1.44 0.146 2 -WIRE SMOKE DETECTORS 0 0.00012 0.00000 22X ZONE EXPANSION BOARDS 1 0.020 0.020 4ZX ZONE EXPANSION BOARDS 7 0.075 0.525 SSM SPRINKLER BOARD 0 0.085 0.000 AUDIBLE EXPANSION BOARD 8 0.025 0.200 SUBTOTAL 0.891 CURRENT REOUIRED FOR 24 HOURS STANDBY 21.384 ADD 30' FOR BATTERY DEPLETION 6.415 STANDBY SUBTOTAL 27.799 ALARM MODE: 5 MINUTES DEVICE OUANTITY CURRENT USED TOTAL COMMON BOARD CURRENT 1 0.420 0.420 TOTAL INPUT ZONES 32 0.020 1,920 34T-24 CORRIDOR (HORNS 0 0.0G3 0.000 GX90-45 MINIHORN 75 0.015 1.125 5510 BELL/STROBE 8 0.101 0.105 4RC RELAY BOARD 0 0.160 0.000 REMOTE ANNUNCIATOR 0 0.005 0.000 SMOKE DETECTOR:: IN ALARM 0 0.0) 5 0.000 AUDIBLE L.E EXPANSI UN BOARD 8 0.2 1.600 SUBTOTAL 5.873 CL1 :NT REQUIRED FOR 5 MINUTE RING OPF 0.473 ADD 04, FOR BATTERY DEPLETION 0.147 ALARM SUBT0TAL 0.636 GRAND TOTAL (STANDBY i ALARM MODE 1 28.435 oc c' 'itz.ctric Electric, Inc. TUKWILLA FIRE DEPARTMENT BATTERY CALCULATIONS FORM DATE: 11/28/90 • JOB NAME:62ND AVENUE APARTMENTS 62ND AVENUE SOUTH, TUKWILLA STANDBY: 24 HOURS DEVICE QUANTITY CURRENT USED TOTAL COMMON BOARD CURRENT 1 0.146 0.146 2 -WIRE SMOKE DETECTORS 0 0.00012 0.00000 2ZX ZONE EXPANSION BOARDS 1 0.020 0.020 4ZX ZONE EXPANSION BOARDS 3 0.075 0.225 AUDIBLE ALARM EXPANSION BOA 8 0.025 0.200 SUBTOTAL 0.591 CURRENT REQUIRED FOR 24 HOURS STANDBY 14.184 ADD 30% FOR BATTERY DEPLETION 4.255 STANDBY SUBTOTAL 18.439 ALARM MODE: 5 MINUTES DEVICE QUANTITY CURRENT USED TOTAL COMMON BOARD CURRENT 1 0.420 0.420 TOTAL INPUT ZONES 16 0.060 0.960 34T-24 CORRIDOR HORNS` 0 0.063 0.000 GX90-4B MINIHORN 75 0.015 1.125 5510 BELL/STROBE 8 0.101 0.808 4RC RELAY BOARD 0 0.160 0.000 REMOTE ANNUNCIATOR 0 0.005 0.000 AUDIBLE ALARM EXPANSION BOA 8 0.2 1.600 SUBTOTAL 4.913 CURRENT REQUIRED FOR 5 MINUTE RING OFF 0.409 ADD 30% FOR BATTERY DEPLETION 0.123 ALARM SUBTOTAL 0.532 GRAND TOTAL (STANDBY + ALARM MODE) 18.971 FROM (THU)11.05.•92 11835 vgnz._ -466c /eed ga6 NO.16 Firequest 200 OWNER'S MANUAL Standby Batteries and Current Requirements TABLE 3-1: VORKSBEET FOR CALCULATING ALARM CURRENT LOAD (Fill in blank spaces vhere applicable and complete multiplication) DEVICE TYPE NO. OF DEVICES CURRENT PER DEVICE TOTAL DEVICE ;CURRENT 1 COMMON CONTROL BOARD CURRENT Rpmmom 0.420 AMPS TOTAL INPUT ZONES USED IN 2 SYSTEM (COMMON CONTROL BOARD,X 0.060 A . 0,/ 2 AMPS 2ZX, 4ZX, b 4ZXD BOARDS) I 3 TWO ZONE BOARD (2XZ) X 0.020 A . AMPS 1 1 4 FOUR ZONE BOARD (4ZX b 4ZXD) X 0.150 A • AMPS E 1 5 AUDIBLE ALARM/CONTROL X 0.200 A - - AMPS EXPANSION BOARD (AAC) J 6 CITY BOX XMTR. (CBT) X 0.060 A is AMPS 1 1 7 REVERSE POLARITY XMTR. (RPT) X 0.100 A - AMPS 1 8 MASTERCODER MODULE (MC3) X.025 A • AMPS 1 4 9 SPRINKLER SUPV. BOARD (SSM) ', X 0.085 A - AMPS 1 1 10 NUMBER OF 4RC 6 1ORC RELAYS X 0.040 A - AMPS TO BE ACTIVATED IN ALARM 1 1 11 DD8 DIGITAL DIALER X 0.165 A - AMPS s 1 1 (Continued) PAGE 2 'FON (THU)11.e5.•92 11'36 NO.16 PAGE 3 Firequest 200 OWNER'S MANUAL Standby Batteries and Current Requirements TABLE 3-1 (Cont.) WORKSHEET POR CALCULATING ALARM CURRENT LOAD 12 VSD ALARM VERIFICATION BOARD 1 • X 0.220 A AMPS 1- s 13 RA -10 REMOTE ANNUNCIATOR X 0.005 A • AMPS 1 1 14 RA -20 REMOTE ANNUNCIATOR X 0.005 A • AMPS } 1 15 PR -1 CONTROL RELAY X 0.040 A • AMPS 1 1 16 PR -2 CONTROL RELAY X 0.080 A • AMPS 17 TOTAL CURRENT RATINGS OF ALL INDICATING DEVICES IN SYSTEM / 0.X I .045 , o4 • 1 463 0,413 AMPS 18 TOTAL SYSTEM CURRENT DEMAND. SUM OF LINES 1 THRU 17 �." •.5 :=>:> Y • { '>: ?`�- e� 733 AMPS 19 ENTER TOTAL POVER SUPPLY CAPCITY: 2.75, 4.0, 5.5,ti> 6.75 0R 8.0 AMPS. ) - ' < �' :4"'• � , �` h� 2..n" AMPS 20 CURRENT AVAILABLE FROM TB1-10 OF COMMON CONTROL BOARD. SUBTRACT LINE 18 FROM LINE 19 iti =~'' 'N } r� <�: •. '` 3,: , P,�t< < ' ; iM4AMPS .. * * NOTE: Current Should Not Exceed 1.5 Amps. If line 18 exceeds the pover supply capacity, line 18 must be reduced or the pover supply capacity must be increased (line 19). Page 3-3 FRAM (THU)11.85.'92 11837 N0.1t PAGE 4 Firequest 200 OWNER'S MANUAL Standby Batteries and Current Requirements TABLE 3-2: VORKSREET FOR CALCULATING STANDBY CURRENT LOAD DEVICE TYPE NO. OF DEVICES CURRENT PER DEVICE TOTAL DEVICE CURRENT INTERNAL LOAD - (INCLUDES 2 -VIRE SMOKE DETECTOR LOAD) 1 ?� ,mama ''% ?' vx' ;,>.:•�,'>.<` `° `', an 0.100 AMPS 2 2ZX ZONE EXPANSION BOARDS X 1 0.030 A - AMPS 1 3 42X ZONE EXPANSION BOARDS X 1 0.075 A • AMPS 1 4 AUDIBLE ALARM/CONTROL EXPANSION BOARD (AAC) X 0.025 A • AMPS 5 CITY BOX XMTR. (CBT) X 1 0.025 A = AMPS 1 6 REVERSE POLARITY XMTR. (RPT) X 0.100 A - AMPS 7 MASTERCODER MODULE (MC3) X 0.023 A - AMPS 1 1 8 SPRINKLER SUPV. MONITOR (SSM) X 0.010 A - AMPS 9 DD8 DIGITAL DIALER X 0.068 A - AMPS 1 1 10 VSD ALARM VERIFICATION BOARD X 0.035 A - AMPS 11 TOTAL 4 -VIRE SMOKE DETECTOR STANDBY CURRENT LOAD FROM TB1-10 OF CONTROL BOARD 1 X I - AMPS 12 TOTAL STANDBY CURRENT LOAD SUM OF LINES 1 THRU 11 , f. t WOO SPS 13 ENTER VALUE FROM LINE 18 OF TABLE 3-1 : kf.: �'%` ?f-% z'''{�f .) ,s;"...:,‹:-4 Oj733 AMPS 14 TOTAL 4 -VIRE SMOKE DETECTOR ALARM CURRENT LOAD FROM TB1-10 OF CONTROL BOARD X - AMPS 15 TOTAL ALARM CONDITION LOAD (SUM OF LINES 13 S 14) :: ?-_:>rt ;rx<'rsf `"' AMPS Page 3-4 1 (THU)11.85.•92 11136 N0.16 PAGE a Firequest 200 OWNER'S MANUAL Standby Batteries and Current Requirements TABLE 3-3: BATTERY CAPACITY 1 BATTERY STANDBY CURRENT (TABLE 3-2, LINE 12) ` /O O AMPS ol 2 STANDBY TIME IN HOURS* oN HRS 3 LINE 1 X LINE 2 - og �d AMP -HRS ' 4 BATTERY DERATING FACTOR 1 (LINE 3 X 1.1) •2ii►7 AHP -HRS 5 ALARM LOAD IN AMPERES (TABLE 3-1, LINE 18) D,�� J Q AMPS 6 ALARM TIME IN HOURS** .084 HRS 7 ALARM AMPERE HOURS (LINE 5) X (LINE 6) 1 BUN/ AMP -HRS 8 MIN. BATTERY AMPERE -HOUR CAPACITY REQUIRED. ADD LINES 4 S 7 s , �/ AMP-bRS SELECT BATTERIES FROM TABLE 3-4 * NFPA 72A requires 24 hours of standby operation. NFPA 72B and 72C require 60 hours of standby operation. ** NFPA code requires minimum of 5 minutes alarm operation, therefore: 5 minutes divided by 60 - .084 hours. TABLE 3-4: BATTERY SELECTION CHART PART NUMBER MODEL DESCRIPTION 19240159 CF12V5L SEALED BATTERY, 12V,5Ah 39240238 CF12V8L SEALED BATTERY, 12V, 8Ah 19240269 CF12V1OL SEALED BATTERY, 12V, 10Ah 19240160 CF12V15L SEALED BATTERY, 12V, 15Ah 19240248 CF12V2SL SEALED BATTERY, 12V, 25Ah Page 3-5 • RIC*ARDG.KIRSOP,P,E. FIREPROTECTIONENGINEER 16816 53RIO ATM S. SEATTLE, WASHINGTON 98188 206/242-7894 February 4, 1991 Mr, Mark B. Smith Smith Fire Systems, Inc. 4519 S. Orchard St, Tacoma, WA 98466 Dear Mr. Smith: • qt ----5=-, 513 1, ;5366"- This is to confirm re-iew of the plans. Sheets 1-3 of 3 And remote area calcuJations for automatic sprinkler coverage in the 62nd Ave: S. Apartments proiect 62nd 8 and Sunwood Drive in Tukwila: Buildings 4 thru E are essentially identical 3 level 12 unit apartmeni buildings on a hillside site with 25 ft maximum diffc.rPnce in elevation bbetween buildings, Buildings F-1 and F-2 are 3 3evel 6 nnit bui) dingr4 12 ft higher than the highest 12 unit bldg F.. All buildings are of wood frame construetion with sprinkler risers in each supplied:by an and 6 inch ductile4ron fire main with back flow double check assembly and fire department connection at the 6," service from e"- circulating public main in. Sunwood Blvd, The wet pipe system for the occupied apartment space is a multiple loop or "birdcage" system with two 1" risers and three horizontal lines on each floor +o hold interior pipe size to 1" in most areas and 3/4" in portions of the first floor. CPVC pipe is used for the enclosed portion of the wet system; and. steel is used tpr the dry pipe system covering the attic and for the second floor wet pipe beneath the attic insulation., Dry pipe equipment is provided in the attic, calculated to light:, hazard minimumhat 0.10 gpm/sq ft over 1950 sq ft, The calculations have been reviewed and found to comply with the rules outlined in NFPA 1'3 for residential and light hazard occupancies, Materials, equipment and installation procedures meet or exceed the YFPA minimums and requirements of the listing agencies. Given satisfactory installation, which bas ben consistently delivered by your firm, the systems proposed should provide satisfactory protection for many years, assuming proper maintenance of water supplies, building heat and the alarm equiplawArftioaiociated with the sprinkler systems. e4.4r-il; 1 4 t ..n — n • ,T Sin° rely, • 1.0 • • ...... a ri YAP 2 1 11011AL Or 14b1,4,„.,00.0" RICHARD G. KIRSOP P.R4_ FIRE PROTECTION . ATR10T 2004-A 48th AVENUE CT. E. TACOMA, WA 98424 ABOVEGROUND (206) 922-6150 CONTRACTORS MATERIAL & TEST REPORT FOR ABOVEGROUND PIPING TEL (206) 926-2290 C.3 -1 5 -77+ - & . PROCEDURE • Upon completion of work, Inspection and tests shalt be made by the contractor's representative and witnessed by an owner's representative. All defects shall be. corrected and system left in service before contractor's personnel finally leave the job. :•A certificate shall be filled out and signed by both representatives. Copies shall be prepared for apprdving authorities, owners, and contractor. It is under- ' stood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply .with approving authority's requirements or local ordinances. PROPERTY NAME PROPERTY ADDRESS DA E 71 x/3 85A (OVER) ACCEPTED BY APPROVING AUTHORITIES (NAME) C 1Ty o_ -Tv tJ4C, qADDRESS PLANS. INSTALLATION CONFORMS TO ACCEPTED PLANS. IN YES EQUIPMENT USED IS APPROVED ErYES IF NO, EXPLAIN DEVIATIONS L1 • NO NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION U YES U NO OF CONTROL VALVE AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: 1. SYSTEM COMPONENTS INSTRUCTIONS 2. CARE AND MAINTENANCE INSTRUCTIONS. 3. NEPA 13A ■ YES ■ YES ■ YES ■ YES ■ ■ ■ NO NO NO NO LOCATION OF SYSTEM SYSTEM a ) I / SERVES: 6/. 'D MAKE MODEL YEAR OF. MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING ?--GCIAGL E 2n-1 5S? ii 9-3 7//6 /G 6 " /G5"" SPRINKLERS ii 4-3 14SS4.4.) t r I ,1-e.. Lea • i65- I\ 6:-,3 1). t'(;N.b II 117 a /6 S" I` s.) I lr z Sd 2/ yv PIPE AND TYPE OF PIPE 0.1C_ , 51 -Eu LFITTINGS • TYPE OF FITTINGS C %.; C/ C AST IRC N ALARM VALVE ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN SEC. INDICATOR • UA -'4 6 `dz: 1 eri_ DRY VALVE 0.0D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. eReA iob �� I ���„ 2212.6B DRY PIPE OPERATING TEST * TIME TO TRIP THRU TEST CONNECTION WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE * TIME WATER . REACHED TEST OUTLET . ALARM OPERATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. YES NO WITHOUT Q.Q.D. �X 4,08 I � �� � O 1 � WITH O.O.D. ' MEASURED FROM TIME IF NO, EXPLAIN INCPPr rI C TCCT nrlw,w,cr.Tvlw, ,, est -o-• err, 85A (OVER) DELUGE & OPERATION ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC e. , PIPING SUPERVISED OYES ❑ NO 1 DETECTING MEDIA SUPERVISED DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS .0 YES U YES LINO U r.�� l MOP' IS VALVES THERE AN ACCESSIBLE FACIUTY'IN EACH CIRCUIT FOR TESTING. ■ YES ■ NO IF NO, EXPLAIN • AMAKE MODEL DOES EACH CIRCUIT OPERATE SUPERVISION LOSS ALARM DOES EACH CIRCUIT • OPERATE VALVE RELEASE • MAXIMUM TIME TO OPERATE RELEASE YES N,O YES NU MIN SEC TESTHYDROSTATIC: DESCRIPTION (PNEUMATIC: Hydrostatic tests shal be made at not less than 200 psi (13.8 bars) for two hours'or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry -pipe valve clappers shall be left open during test to prevent damage. All above ground piping leakage shall be stopped. Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1•'/, psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed VA psi (0.1 bars) In 24 hours. ALL PIPING. HYDROSTATICALLY TESTED AT�O:> •, PSI FOR . HRS. IF NO, STATE REASON 6f " *1, DRY PIPING PNEUMATICALLY TESTED YES EQUIPMENT ❑ ❑ NO ■ OPERATES PROPERLY YES NO • J Ur �� DO YOU CERTIFY AS THE SPRINKLER SYSTEM CONTRACTOR SIUCATE OR DERIVATIVES OF SODIUM SIDCATE, BRINE, OR ING SYSTEMS OR STOPPING LEAKS? E1YES THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TEST- ■ NO TESTS DRAIN TEST READING OF GAGE LOCATED NEAR WATER SUPPLY TEST CONNECTION: j'24 PSI . RESIDUAL PRESSURE WITH VALVE j_N TEST CONNECTION OPEN WIDE ''"7" PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 8513 FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING TO SYSTEM • YES 'BYES RISERS • NO • NO FLUSHED BEFORE CONNECTION fAAIDE TO OTHER EXPLAIN BLANK TESTING . GASKETS N.UMBER USED ,�/� LOCATIONS I NUMBER REMOVED WELDED PIPING DYES UNO IF YES.. . WELDING DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR -3 ,YES DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPUANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR -3 .® YES 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT. IN COMPUANCE WITH A , DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN. PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF q� PIPING ARE NOT PENETRATED OYES ■ • M NO NO NO CUTOUTS (DISCS) DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? . AYES • NO FUNCTIONAL FLOWTEST DOES AHJ REQUIRE A FUNCTIONAL FLOW TEST OF RESIDENTIAL SPRINKLERS? U YES U NO WERE FUNCTIONAL FLOW TEST RESULTS SATISFACTORY? )E15(ES ■ NO HYDRAULIC DATA NAMEPLATEYES NAME PLATE PROVIDED • NO IF NO, EXPLAIN REMARKS DATE LEFT IN SERVICE WIT ALL CONTROL VALVES OPEN: • NAME OF SP R CQNTRA TO .)Pv 4 IC,\, ) 1 L 4Z.G '`r`7 'l f _ CONTRACTOR LICENSE a I . PATRIFP099CF TESTS WITNESSED BY c. SIGNATURES FOR PROPERTY OWNER (SIGNED) TITLE DATE F R ROJKLER C0 T (SIGNED) ,..,_ ,I TITLE _ TE FOR ROVING AUTHORITY TITLE DAT CERTIFICATION I CERTIFY THAT THE INFORMATION HEREIN IS TRUE AND THAT THIS SPRINKLER SYSTEM WAS INSTALLED IN ACCORD- ANCE WITH RCW 18-160 AND THE RULES ADOPTED BY THE WASHINGTON ADMINISTRATIVE CODE AS ADMINISTERED BY THE STATE FIRE MARSHAL NAME OF•CERTIFICATE OF COMPETENCY HOLDER (PRINT OR TYPE) SIGNATURE OF CERTIFICATE OF COMPETENCY HOLDER CERTIFICATE REGISTRATION # .DATE ADDITIONAL EXPLANATION AND NOTES ESA BACK TABLE III MINIMUM FASTENER LENGTHS FOR THE ATTACHMENT OF GYPSUM SHEATHING FASTENER TYPE FRAMING GYPSUM SHEATHING MINIMUM FASTENER THICKNESS LENGTH NAILS WOOD STAPLES WOOD SCREWS WOOD 4110" or 1/2" S/9" 4r10" or '/2, 11/z" 13/4" 11/2" 514'• 1'10" 4/io" or 1/2" 11/4' 519^ SCREWS STEEL A.1 Structural 4/10" or 42" 1" 5114~ I 111e APPENDIX A.1.1 Shear values for wind or seismic forces based on racking tests conducted in accordance with ASTM E 72 on 4' wide gypsum sheathing applied parallel to framing. Gypsum Sheathing Thickness Ultimate Load in lbs. per linear foot DRY WET(1) 1/2"(2) 540 332 518"(3) 654 522 (1) Water resistant treated core only (2) Wood studs, 2x4, spaced 16 inches o.c. Gypsum sheathing on one side attached with 11/2 inch galvanized 11 gage roofing nails spaced 4 inches o.c. along edges and ends and 8 inches o.c. to intermediate studs. (3) Wood studs, 2x4, spaced 16 inches o.c. Gypsum sheathing on one side attached with 1314 inch galvanized 11 gage roofing nails spaced 4 inches o.c. along edges and ends and 7 inches o.c. to intermediate studs. A.1.2 Wall Bracing — Many building codes permit four feet wide panels of gypsum sheathing, applied parallel to framing, where continuous diagonal bracing is required. A.t.3 Shear Wails — Where wind or seismic forces require shear walls to resist these lateral forces. most building codes provide allowable shear values for wails having gypsum sheathing applied to wood framing. Specific values with construction requirements and limitations are contained in the major model building codes (National Building Code, Standard Building Code, Uniform Building Code and the National Building Code of Canada). 4 STEELER INC. ALLOWABLE SHEAR AND PULLOUT VALUES FOR SCREWS IN POUNDS AISI Specification Provisions for Screw Connections BASED ON CCFSS TECHNICAL BULETIN, FEBRUARY 1983 Gauge Thicknes INCHES # 6 # 8 # 10 # 12 DIA = 0.138" DIA = 0.164" DIA = 0.190" DIA = 0.216" V T V T V T V T SHEAR LBS PULLOUT LBS SHEAR LBS PULLOUT LBS SHEAR LBS PULLOUT LBS SHEAR LBS PULLOUT LBS 29 26 20 0.0346 151 61 164 72 177 84 188 95 18 0.0451 224 79 244 94 263 109 280 124 16 0.0566 455 144 496 171 534 198 569 225 14 0.0713 576 181 684 215 755 249 805 284 12 0.1017 821 258 976 307 1130 356 1285 405 Notes: 1. Shear is calculated per AISI E 4.3, Pull-out per E4.4.1, and Puts -Over 4.4.2 2. All values are based on connected parts having a minimum stress of Fy=33 ksi and Fu=45 ski for 18 gauge and smaller and for 16ski and thicker Fy=50 ski ar.d Fu=65 ski. 3. All values are based on equal gauge connected parts. 4. All screw diameters are based on AISI CommentaryTable C -E4 Norminal Diameter for screws. 5. Note that encreased shear capacities may be obtained when attaching thinner gauge material to thicker gauge material thru use of other design equations in the AISI Specification. 10023 MARTIN LUTHER KING JR. WAY SOUTH • SEATTLE. WASHINGTON 9a17& • 12081 725.25n1 . FAY Y 7.Q4 . TCI CY 19Rt 9Q HYDRAULIC SUMMARY SHEET JOB. NO. 6 Z,ten AvG. av7•/! A f71. %ie_v✓: LA J U/1 (h)/2 -0°I) SHEET NO / OF Z CUSTOMER'S P.O. NO. CUSTOMER'S NAME `7TE/NVALL C_v"37 Go. ADDRESS DRAWING NO DESCRIPTION OF HAZARD `-I CHI - AUTHORITY HAVING JURISDICTION C-/ of 7i, 4 CALCULATIONS BY'i -'A DATE— .- — 1-!'f-21 AREA TO BE CALCULATED �Z 5 5/AA /I-ArL, SYSTEM REQUIREMENTS F'L—'/\-). REQUIRED DENSITY PER. SQ. FT v./Z5 GPM ALLOWANCE FOR INSIDE HOSE STATIONS 0 • ALLOWANCE FOR OUTSIDE FIRE HYDRANTS /cx7 TOTAL WATER REQUIRED: /-49,9"2.- �r G'rti GaNki rJoj REMARKS: G.P.M. AT G.P.M. GPM -7o ,3"7 P.S.I. WATER SUPPLY INFORMATION STATIC PRESSURE IN P S I . /1-5 P3 / RESIDUAL PRESSURE: G.P.M. FLOWING ELEVATION r -02r t -74.A, ✓ AT 8 5' P.S.I. LOCATION /' Gtiu/4/3AB AN/G. A„,0 S. /47 (3•1 c✓. -S, 2.C3.) PUMP DATA: AA RATED CAPACITY: G.P.M. AT P S I ELEVATION LOCATION TANK DATA: Nofi CAPACITY GAL. ELEVATION LOCATION REMARKS: ect-0,13L-c�o2 - X-�e mAc.H 7//6 o/L/F74E / 1�= 4i1 /406 %USI/. /�C..i/� Ervf 615 2 ABBREVIATIONS o - FLOW INCREMENT AT SPECIFIC LOCATION • Q - FLOW AT A SPECIFIC LOCATION G.P.M. - GALLONS PER MINUTE P.S.I. - POUND PER SQUARE INCH PT - TOTAL PRESSURE IN P.S.I. PF - PRESSURE LOSS DUE TO FRICTION PE - PRESSURE CHANGE DUE TO ELEVATION EE - 450 ELBOW E - 900 ELBOW • L.T.E. - LONG TURN ELBOW 3TAR FORM HS 3/07 T - TEE C - CROSS DEL. V. - DELUGE VALVE DRY. 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NOZZLE IDE ANDD LOCATION FLOW IN G.P.M. PIPE SIZE PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH FRICTION LOSS P.S.I./FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES REF. STEP I /lC/f0 5 q (..%t 2-0 J,o1, L D• g 3 O%OS.9 Pt /0,O5 Pt E , Too,$) F (a Pe Pv Q /3 T r;-`3 3 Pf O,10 Pn q L Pt /0,45 Pt ' /G-,4•(72- F Pe • Pv Q T Pf Pn /ICAO G3 q (120 /,,4' L /, ' 4.05 Pt /o,o C, Pt G -r F 7 Pe Pv Q )3 T g,s Pfc7 o Pn q L Pt/0,5"S Pt /� � 4 -,Oc9 F Pe Pv Q T Pf Pn .---, /4 CAO 54 q 6-,l2° 1.040 L Z.1 7 O. oS"9 Pt /o.O 5 Pt 4:1,01 C ,T F G Pe Pv Q J3 q ., ' T Q, l -7 L Pf 0.48 Pt /0,53 Pn Pt F Pe Pv Q T Pf Pn /l�O (JNA qF 2_47o L O. 5 p, 059 Pt /a,(5 Pt Z Pe Pv Q il) T 2.S Pf 2/5 Pn q .,.,.9 L Pt/O. Z Pt /e -%'f.0-7 F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv 0 T Pf Pn 4 L Pt Pt F Pe Pv Q T Pf Pn FORM H-3 HYDRAULIC CALCULATION WORK SHEET Pt PRINTED IN THE U.S.A. FOR NFSA, INC., P.O. BOX 1000. PATTERSON, N.Y. 12563 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUE SOUTH APARTMENTS (WROO1F1W) JOB NO. WR -001 4 HEADS FLOWING ON WET SYSTEM -- BUILDING F1 FLOW TEST RESULTS STATIC RESIDUAL AT 6980.0 GPM PRESSURE AVAILABLE AT 169.9 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL SPR FLOW 50 17.00 52 17.95 51 17.85 56 . 17.12 MINIMUM FLOW K -FACTOR PRESSURE 17.00 4.10 13.00 4.07 13.00 4.07 13.00 4.07 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 17.19 19.46 19.23 17.69 69.92 GPM 100.00 GPM 169.92 GPM 70.37 PSI 0.043 PSI 16.25 FPS 01-14-1991 PAGE 1 88.00 PSI 25.00 PSI 87.93 PSI SUBMITTAL SERIAL NO:2244H-05 62ND AVENUE SOUTH APARTMENTS (WROO1F1W) JOB NO. WR -001 4 HEADS FLOWING ON WET SYSTEM -- BUILDING F1 01-14-1991 PAGE 2 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE • GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 35 50 1.049 L 11.83 0.0963 PT 17.19 ( 50) Q 17.00 F=E/T F 7.00 PE 0.00 BN C120 T 18.83 PF 1.81 PT 19.00 ( 35) 34 56 1.049 L 8.50 0.0976 PT 17.69 ( 56) Q 17.12 F=T F 5.00 PE 0.00 BN C120 T 13.50 PF 1.32 35 34D0 -17.01 1.049 L 4.42 0.0000 PT 19.01 ( 34) Q 0.11 F=E F 2.00 PE '0.00 CMI C120 T 6.42 PF 0.00 52 35D0 17.00 1.049 L 2.67 0.0975 PT 19.01 ( 35) O 17.11 F=E F 2.00 PE 0.00 CMI C120 T 4.67 PF 0.46 36 52D0 17.95 1.049 L 23.08 0.3677 PT 19.47 ( 52) O 35.06 F=T F 5.00 PE 0.00 CM1 C120 T 28.08 PF 10.33 30 36 1.049 L 15.00 0.3677 PT 29.80 ( 76) O 35.06 F=E,E F 4.00 PE -0.43 CMI C120 T 19.00 PF 6.99 20 30 1.109 L 8.00 0.1856 PT 36.36 ( 30) O 35.06 F=5/0 F 5.00 PE 3.46 LR C150 T 13.00 PF 2.41 PT 42.23 ( 20) 51 34 O 17.01 51DQ 17.85 O 34.86 33 31 32 21 31 Q 34.86 O 34.86 O 34.86 1.049 L 0.33 0.0964 PT 19.01 ( 34) F=E F 2.00 PE 0.00 CM1 C120 T 2.33 PF 0.22 1.049 L 7.75 0.3637 PT 19.23 ( 51) F=E F 2.00 PE 0.00 CM1 C120 T 9.75 PF 3.55 1.049 L 7.42 0.3637 PT 22.78 ( 33) F=T F 5.00 PE 0.00 CM1 C120 T 12.42 PF 4.52 1.049 L 7.50 0.3637 PT 27.30 ( 32) F=E/T F 7.00 PE 0.43 CM1 C120 T 14.50 PF 5.27 1.109 L 8.00 0.1836 PT 33.00 ( 31) F=5/0 F 5.00 PE 3.46 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUE SOUTH APARTMENTS (WROO1F1W) JOB NO. WR -00I 4 HEADS FLOWING ON WET SYSTEM -- BUILDING F1 FROM TO 01-14-1991 PAGE 3 FLOW DIAM EQU%V P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 20 21DQ -20.99 1.109 O 13.87 L 65.50 0.0334 PT 38.85 ( 21) F=34/0 F 34.00 PE 0.00 CM C150 T 99.50 PF 3.32 10 20D0 35.06 1.109 L 9.00 0.3438 PT 42.17 ( 20) O 48.93 F=5/0 F 5.00 PE 3.90 LR C150 T 14.00 PF 4.81 PT 50.88 ( 10) 11 21 O 20.99 10 11 O 20.99 1.109 L 9.00 0.0718 PT 38.85 ( 21) F=5/0 F 5.00 PE 3.90 LR C150 T 14.00 PF 1.01 1.109 L 65.50 0.0718 PT 43.76 ( 11) F=34/0 F 34.00 PE 0.00 CM C150 T 99.50 PF 7.14 5 10D0 48.93 1.400 L 4.00 0.2139 PT 50.90 ( 10) O 69.92 F=8/0 F 8.00 PE 1.73 FR2 C150 T 12.00 PF 2.57 4 5 3 4 O 69.92 O 69.92 1.380 L 2.00 0.3467 PT 55.20 ( 5) F=5/0 F 5.00 PE 0.43 FR1 C120 T 7.00 PF 2.43 1.380 L 2.00 0.3467 PT 58.06 ( 4) F=5/0 F 5.00 PE 0.00 FR1 C120 T 7.00 PF 2.43 2 3 4.260 L 2.00 0.0014 PT 60.49 ( 3) O 69.92 F=25/0 F 25.00 PE 0.87 FR C120 T 27.00 PF 0.04 1 2 6.215 L 245.00 0.0002 PT 61.40 ( 2) O 69.92 F=87/0 F 87.00 PE 2.16 UN CI40 T 332.00 PF 0.07 0 1 O 69.92 8.270 L 75.00 0.0000 PT 63.63 ( 1) F=64/0 F 64.00 PE 6. UN C140 T 139.00 PF 0.00 ^�~1=0°cA-E-AA- PRESSURE AVAILABLE AT NODE 0 AT 169.9 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.043 PSI MAXIMUM VELOCITY IN PIPES 16.25 FPS PT 70.36 ( 0) 87.9 PSI SUBMITTAL SERIAL NO:2244H-05 62ND AVENUE SOUTH APARTMENTS (WROO1F11) JOB NO. WR -001 1 HEAD FLOWING ON WET SYSTEM -- BUILDING F1 FLOW TEST RESULTS STATIC RESIDUAL AT 6980.0 GPM PRESSURE AVAILABLE AT 124.0 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 50 24.00 24.00 4.10 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT - PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 34.27 01-16-1991 PAGE 1 88.00 PSI 25.00 PSI 87.96 PSI 24.00 GPM 100.00 GPM 124.00 GPM 61.74 PSI 0.040 PSI 8.91 FPS / / A, aA0 w1)4 1 -Es DeAl*^wOx/tit SUBMITTAL SERIAL NO:2244H-05 62ND AVENUE SOUTH APARTMENTS (WR001F11> JOB NO. WR -001 1 HEAD FLOWING ON WET SYSTEM -- BUILDING F1 FROM TO 01-16-1991 PAGE 2 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 35 50 36 O 24.00 1.049 L 11.83 0.1823 PT 34.27 ( 50) F=E/T F 7.00 PE 0.00 BN C120 T 18.83 PF 3.43 3500 -10.93 1.049 L 2.67 0.0592 PT 37.70 ( 35) O 13.07 F=E F 2.00 PE 0.00 CM1 C120 T 4.67 PF 0.28 O 13.07 1.049 L 23.08 0.0592 PT 37.98 ( 52) F=T F 5.00 PE 0.00 CM1 C120 T 28.08 PF 1.66 30 36 1.049 L 15.00 0.0592 PT 39.64 ( 36) O 13.07 F=E,E F 4.00 PE -0.43 CM1 C120 T 19.00 PF 1.12 20 30 34 35 51 34 51 O 13.07 1.109 L 8.00 0.0299 PT 40.33 ( 30) F=5/0 F 5.00 PE 3.46 LR C150 T 13.00 PF 0.39 PT 44.18 ( 20) 1.049 L 4.42 0.0426 PT 37.70 ( 35) O 10.93 F=E F 2.00 PE 0.00 CM1 C120 T 6.42 PF 0.27 O 10.93 O 10.93 1.049 L 0.33 0.0426 PT 37.97 ( 34) F=E F 2.00 PE 0.00 CM1 C120 T 2.33 PF 0.10 1.049 L 7.75 0.0426 PT 38.07 ( 51) F=E F 2.00 PE 0.00 CM1 C120 T 9.75 PF 0.42 32 33 1.049 L 7.42 0.0426 PT 38.49 ( 33) O 10.93 F=T F 5.00 PE 0.00 CM1 C120 T 12.42 PF 0.53 31 32 1.049 L 7.50 0.0426 PT 39.02 ( 32) O 10.93 F=E/T F 7.00 PE 0.43 CMI C120 T 14.50 PF 0.62 21 31 1.109 L 8.00 0.0215 PT 40.07 ( 31) O 10.93 F=5/0 F 5.00 PE 3.46 LR C150 T 13.00 PF 0~28 20 2100 -6.85 1.109 L 65.50 0.0035 PT 43.81 ( 21) O 4.08 F=34/0 F 34.00 PE 0.00 CM CI50 T 99.50 PF 0.35 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUE SOUTH APARTMENTS (WR001F11) JOB NO. WR -001 1 HEAD FLOWING ON WET SYSTEM -- BUILDING F1 FROM TO 01-16-1991 PAGE 3 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 10 20D0 13.07 1.109 L 9.00 0.0494 PT 44.16 ( 20) Q 17.15 F=5/0 F 5.00 PE 3.90 LR C150 T 14.00 PF 0.69 PT 48.75 ( 10) 11 21 Q 6.85 1.109 L 9.00 0.0091 PT 43.81 ( 21) F=5/0 F 5.00 PE 3.90 LR C150 T 14.00 PF 0.13 10 11 1.109 L 65.50 0.0091 PT 47.84 ( 11) O 6.85 F=34/0 F 34.00 PE 0.00 CM C150 T 99.50 PF 0.91 5 10D0 17.15 1.400 L 4.00 0.0296 PT 48.75 ( 10) O 24.00 F=8/0 F 8.00 PE 1.73 FR2 C150 T 12.00 PF 0.36 4 5 3 4 O 24.00 O 24.00 O 24.00 1.380 L 2.00 0.0480 PT 50.84 ( 5) F=5/0 F 5.00 PE 0.43 FR1 C120 T 7.00 PF 0.34 1.380 L 2.00 0.0480 PT 51.61 ( 4) F=5/0 F 5.00 PE 0.00 FR1 C120 T 7.00 PF 0.34 4.260 L 2.00 0.0002 PT 51.95 ( 3) F=25/0 F 25.00 PE 0.87 FR C120 T 27.00 PF 0.01 1 2 6.215 L 245.00 0.0000 PT 52.83 ( 2) O 24.00 F=87/0 F 87.00 PE 2.16 UN C140 T 332.00 PF 0.00 0 1 8.270 L 75.00 0.0000 PT 54.99 ( 1) x >>*x. e.SPI/ O 24.00 F=64/0 F 64.00 PE 6.734-~~___/- UN C140 T 139.00 PF 0.00 4'-m^ ct.L\/ PRESSURE AVAILABLE AT NODE 0 AT 124.0 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.040 PSI MAXIMUM VELOCITY IN PIPES 8.91 FPS PT 61.72 ( 0) 88.0 PSI 1.14,14, 01 14:.4 r1.1 . UO .4t 1:0C amttn Pim ata. SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WRDQ1EW) JOS NO. WR -001 1 HEAD FLAWING ON THE WET SYSTEM :BUILDING E) 03-14-1991 PAGE 1 FLOW TEST RESULTS STATIC 90.00 PSI RES I DUAL AT 6980.0 GPM 27.00 PS I PRESSURE AVAILABLE AT 124.0 GF'M 89.96 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM • SPR FLOW FLOW K—FACTOR PRESSURE 63 24.00 24.00 4.04 35.29 TOTAL WATER REQUIRED FOR SYSTEM 24.00 OUTSIDE HOSE STREAMS AT 0 100.00 TOTAL WATER REQUIREMENT 124.00 PRESSURE REQUIRED AT 0 61.27 MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.097 MAXIMUM VELOCITY IN PIPES 5.22 PGI FPS U,'i4.; 1 14:64 r:11 . UO 410 lrua anitn rinz ala. SUBMITTAL SERIAL NQ:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FLOW TEST RESULTS STATIC RESIDUAL AT 6980.0 GPM PRESSURE AVAILABLE AT 124.0 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR 50 24.00 24.00 4.01 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 PRESSURE MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 03-14-1991 PAGE 1 90.00 PST_ 27.00 FSI 89.96 PSI 35.22 447-- 24.00 GPM 100.00 GPM 124.00 GPM 62.32 PGI ..''� MSS%" DLne►AnJt7 G7 r 'AC SS-) It.e. +404.e.t_1c NEAD3 OA] //EA° FZ-01,0lnl6 (6r f'L.00 2 OFF of 3/"GPVG. 1141 talo OnJ 0.048 PSI 12.55 FPS 43,14.U1 14::J r.1.1 :UO 4/0 1:U0 4+11111 r1AO ala. SUBMITTAL SERIAL N0:2244H-05 62ND AVENUED SOUTH APARTMENTS (WR0QIEW) JQB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FLOW TEST RESULTS STAT I C RESIDUAL AT 6980.0 GPM PRESSURE AVAILABLE AT 124.0 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLGW K -FACTOR PRESSURE 50 24.00 24.00 4.01 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE !REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 03-14-1991 PAGE 1 90.00 PST_ 27.00 PSI 89.96 PSI 35.82 17-- 24.00 --- 24.00 GPM 100.00 GPM 124.00 GPM 62.32 PSI 0.048 PSI 12.55 FPS • /IEAO Ft -o w an1G 0A) fsr F-1,002 OFF of 3/4 GP V C. . .1.,. AiWr DCA-MA/0/AZ OF P/AESS►-.Re. Pa. 5I *J 1...0 NEA D d. ,but f" E U)/14,V1 14::44 tel LUO 410 1Lua JDllln rlxr. ala. SUBMITTAL SERIAL NO:2244H-05 62ND AYENUED.. SOUTH APARTMENTS (WRDOIEW) JOB NO. WR -001 1 HEAD FLAWING ON Tt-fE WET SYSTEM (BUILDING E) SPR FLAW TEST RESULTS STATIC RESIDUAL AT 6990.0 GPM PRESSURE AVAILABLE AT 124.0 GPS SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM FLOW FLAW K --FACTOR PRESSURE 63 24.00 24.00 4.04 • 35.29 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 03-14-1991 PAGE 1 90.00 PSI 27.00 PSI 89.96 PSI tai Ulla) 24.00 GPM( ( 100.00 GPM 124.00 GPM 41.37 PSI 0.097 PSI 5.22 FPS NEAO F'L0141N4 0 Z""° F* L 402 OfrF of 1a c L CBLR< ) 5GA J Pi E HYDRAULIC SUMMARY SHEET JOB. NO. 62N4 AvG. ¥ o, -7'/i AP?i. CUSTOMER'S P.O. NO. CUSTOMER'S NAME drIT'e/NVALL 7v 144 (WR.'OO1 SHEET NO. DRAWING NO. OF ?, C.4,rvs?. Gd . ADDRESS DESCRIPTION OF HAZARD /-I 0141 AUTHORITY HAVING JURISDICTION 'P oF' CALCULATIONS BY 1 '- tre 044 DATE • SYSTEM REQUIREMENTS AREA TO BE CALCULATED • 4 N 6-4g S pi o-'/nld A) /1, G, A ovo /) A/Le REQUIRED DENSITY PER. SQ. FT. cvszPi•-• ALLOWANCE FOR INSIDE HOSE STATIONS d ALLOWANCE FOR OUTSIDE FIRE HYDRANTS /oC7 TOTAL WATER REQUIRED: /65.9_5 ,A T c..-► tY L onlN E c Tion✓ REMARKS: Al G /3va-D/,Vt. G.P.M. AT 61.43 G.P.M. G.P.M. P.S.I. WATER SUPPLY INFORMATION STATIC PRESSURE IN P.S.I.. J4Pj p RESIDUAL PRESSURE: G.P.M. FLOWING Gg.(7-7 ELEVATION "1 -- AT gS P.S.I. LOCATION /,i .e-ut11AN AvG. Aob'j' . /47 /3y w. -3, R.B. ) PUMP DATA: NJ' RATED CAPACITY: G.P.M. AT P.S.I. ELEVATION LOCATION _.j TANK DATA: /v/A CAPACITY GAL. ELEVATION LOCATION REMARKS: /?E'-vIA Monk, 2X - MACH I `7lb // arLif*/g-G 4.1 f6x/4 A -Lt4 teES!Lisr . i7AL- �i.u$N Pro 0560 ABBREVIATIONS o - FLOW INCREMENT AT SPECIFIC LOCATION Q - FLOW AT A SPECIFIC LOCATION G.P.M. - GALLONS PER MINUTE P.S.I. - POUND PER SQUARE INCH PT - TOTAL PRESSURE IN P.S.I. • PF - PRESSURE LOSS DUE TO FRICTION PE - PRESSURE CHANGE DUE TO ELEVATION EE - 450 ELBOW • E - 900 ELBOW • . L.T.E. - LONG TURN ELBOW sTAA FOAM P111 3/07 T - TEE C - CROSS DEL. 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UMW Nt11 r1/ M■ E•111EiNiHNIEI HIESE3 LIEU nE O \Yr • 1 N c CONTRACT NAME G ZNn Av6. S. Api . (k)le..' 001 /✓/2001 G/..) SHEET I OF 1 STEP NO. NOZZLE IDENT. AND LOCATION FLOW IN G.P.M. PIPE SIZE PIPE FITTINGS AND DEVICES EQUIV, PIPE LENGTH FRICTION LOSS P.S.I./FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES REF. STEP 1-1 can AI' q C=15o 5 - L O. 6 0,147 Pt )7, )9 Pt a X / 6 GPI/ C� E F S Pe Pv % Q / 7 T 5, S Pf 0.0) Pn q L Pt /8.0o Pt Kms ,01 F Pe Pv Q T _Pf a. 1-1EA0 yr A Lit"- q c --I 10 /.04a L O, 0. 09 C Pt /7,0 Pt //y /4 T F S Pe Pv Q /7 T 5. 5 Pf O. 53 Pn q L Pt /7,72 Pt /t�4,o4 F Pe Pv Q .f r I-4AD vAl A L/IV G q L,no /.0949 s L D. S O. 059 Pt )0,o 5 Pt /9 X/'1 7" F C Pe Pv Q ) 3 T 5.5 Pf 0-32 Pn q L Pt /0, "31 Pt f.= 4.04 F Pe Pv Q T Pf Pry NE. 0 AT 6v0 or _i Ai - q G.IZO L 0,' ,9,4759 Pt /0,05 Pt /1 k/`4 F Pe Pv Q / 3 pig T 0. 5 Pf 0,03 Pn q L Pt /O.0 9 Pt F Pe Pv Q T Pf Pn le --4, 09 /114.%0L.I ,r n C G$3 q to L 9.0 Pt /7. l°) Pt HO' L> j F 7 Pe Pv Q A /.010) T /G 47,0.96 Pf 1,54 Pn q L Pt /g. %3 Pt K---' 3,43 F Pe Pv Q T Pf Pn 4 L Pt Pt F Pe Pv • Q T Pf Pn FORM H-3 HYDRAULIC CALCULATION WORK SHEET Pt PRINTED IN THE U.S.A. FOR NFSA, INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 CONTRACT AME 6-2-'ss) Ave, S. Api'3 6-!Z-001) l.///oo I GyJ SHEET 2- OF 2- STEP NO. NOZZLE NOZZLE IDE ANDD LOCATION FLOW IN G.P.M. PIPE SIZE PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH FRICTION LOSS P.S.I./FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES REF. STEP /440 A-r q 0.47,0 /.o4") L 9. 5 . 0, 05°) Pt /O, o 5 Pt ' / 4 XI Al' C) r F 7 Pe Pv /Val t' 74 Q /3 . T ld• S Pf 0, 9"7 Pn q L Pt ii.-0-2 Pt k—3,D-2, F Pe • Pv O T Pf Pn fie.Ao A'r A.0109- q G=►zo /.00 L 2. 0. 059 Pt /o,o5 Pt /4X/4\- C,? F / Pe Pv Q ) 3 T 0, 5 PI O. S Pn q L Pt/o,4i Pt / 3.99 F Pe Pv T Pf P-► ' q L - Pt ' Pt F Pe Pv Q T Pf Pn q L Pr Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pr Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt _ F Pe Pv 0 T Pf Pn q' L Pt Pt F Pe Pv Q T *Pf Pn FORM H•3 HYDRAULIC CALCULATION WORK SHEET Pt PRINTED IN THE U.S.A. FOR NFSA INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 `SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 4 HEADS FLOWING ON THE WET SYSTEM (BUILDING E) SPR 70 71 72 75 FLOW FEST RESULTS STATIC RESIDUAL AT 6980.0 GPM PRESSURE AVAILABLE AT 165.9 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM FLOW FLOW K -FACTOR PRESSURE 17.00 17.00 4.04 17.71 16.36 13.O0 4.04 16.40 16.40 13.00� 4.04 16.49 16.18 13.00 4.04� 16.05 17.00 13.O0 13.00 13.00 4.04 4.04 4.04 4.04 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 01-17-1991 PAGE 1 90.00 PGI 27.00 PSI 89.94 PSI 65.95 GPM 100.00 GPM 165.95 GPM 61.43 PSI 0.019 PSI 14.71 FPS noi-r ��yneALJLt c -ALLY ��stAz7-5.' �� /y6.40� *SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 4 HEADS FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO 36 75 64 71 01-17-1991 PAGE 2 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI O 16.18 O 12.33 1.049 L 4.00 0.0880 PT 16.05 ( 75) F=0 F 0,00 PE 0.00 BN C120 T 4.00 PF 0.35 PT 16.40 ( 36) 1.049 L 14.33 0.0532 PT 16.40 ( 71) F=0 F 0.00 PE 0.00 BL1 C120 T 14.33 PF 0.76 61 64 1.049 L 8.50 0.0532 PT 17.16 ( 64) O 12.33 F=0 F 0.00 PE 0.00 BL1 C120 T 8.50 PF 0.45 81 61 84 81 33 84 O 12.33 Q 12.33 Q 12.33 1.049 L 14.50 0.0532 PT 17.61 ( 61) F=0 F 0.00 PE 0.00 BL1 C120 T 14.50 PF 0.77 1.049 L 8.50 0.0532 PT 18.38 ( 81) F=0 F 0.00 PE 0.00 BL1 C120 T 8.50 PF 0.45 1.049 L 20.58 0.0532 PT 18.83 ( 84) F=T F 5.00 PE 0.00 BL1 C120 T 25.58 PF 1.36 PT 20.19 ( 33) 32 70 1.049 L 9.83 0.0147 PT 17.71 ( 70) O 6.15 F=E/T F 7.00 PE 0.00 BL2 C120 T 16.83 PF 0.25 73 32D0 26.89 1.049 O 33.04 37 73 27 37 O 33.04 O 33.04 60 70 80 60 O 10.85 O 10.85 L 15.50 0.3294 PT 17.96 ( 32) F=T/E F 7.00 PE -0.43 CM1 C120 T 22.50 PF 7.41 1.049 L 7.50 0.3294 PT 24.94 ( 73) F=0/E F 2.00 PE -0.43 CM C120 T 9.50 PF 3.13 1.109 L 8.00 0.1662 PT 27.64 ( 37) F=5/0 F 5.00 PE 3.46 CM C150 T 13.00 PF 2.16 PT 33.26 ( 27) 1.049 L 27.25 0.0420 PT 17.71 ( 70) F=0 F 0.00 PE 0.00 BL2 C120 T 27.25 PF 1.14 1.049 L 16.67 0.0420 PT 18.85 ( 60) F=E,E/E,E F 8.00 PE 0.00 BL1 C120 T 24.67 PF 1.04 'SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 4 HEADS FLOWING ON THE WET SYSTEM (BUILDING E) 01-17-1991 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 31 80 O 10.85 30 31DQ 22.06 O 32.91 20 30 32.91 22 27 O 11.36 21 22DQ -7.11 Q 4.25 20 21D0 7.11 O 11.36 10 20D0 32.91 O 44.27 17 27 12 17 72 71 Q 21.67 O 21.67 Q 4.04 1.049 L 31.58 0.0420 PT 19.89 ( 80) F=E F 2.00 PE 0.80 BL1 C120 T 33.58 PF 1.41 1.049 L 15.50 0.3270 PT 21.30 ( 31) F=E/T F 7.00 PE 0.43 CM1 C120 T 22.50 PF 7.36 1.109 L 8.00 0.1651 PT 29.09 ( 30) F=5/0 F 5.00 PE 3.46 CM C150 T 13.80 PF 2.15 PT 34.70 ( 20) 1.109 L 14.50 0.0231 PT 33.25 ( 27) F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.45 1.109 L 92.00 0.0037 PT 33.70 ( 22) F=54/0 F 54.00 PE 0.00 BL C150 T 146.00 PF 0.54 1.109 L 14.50 0.0231 PT 34.24 ( 21) F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.45 1.109 L 9.00 0.2857 PT 34.69 ( 20) F=7/0 F 7.00 PE 3.90 CM C150 T 16.00 PF 4.57 PT 43.16 ( 10) 1.109 L 9.00 0.0762 PT 33.25 ( 27) F=7/0 F 7.00 PE 3.90 CM C150 T 16.00 PF 1.22 1.109 1.049 F=5/0 F CM C150 T 14.50 0.0762 PT 38.37 ( 17) 5.00 PE 0.00 19.50 PF 1.49 PT 39.86 ( 12) L 7.42 0.0067 PT 16.40 ( 71) F=0/T F 5.00 PE 0.00 BL1 C120 T 12.42 PF 0.08 32 7200 22.86 1.049 L 6.50 0.2250 pT 16.48 ( 72) O 26.89 F=0 F 0.00 PE 0.00 CM1 C120 T 6.50 PF 1.46 PT 17.94 ( 32) 74 36 Q 6.45 1.049 L 0.50 0.0160 PT 16.40 ( 36) F=0 F 0.00 PE 0.00 CM1 C120 T 0.50 PF 0.01 'SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 4 HEADS FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO FLOW DIAM GPM IN 34 74 72 34 Q 6.45 01-17-1991 PAGE 4 EQUIV P -LOSS PRESSURE PIPE PSI/FT SUMMARY LEN/FT PSI 1.049 L 4.50 0.0160 PT 16.41 ( 74) F=0 F 0.00 PE 0.00 CM1 C120 T 4.50 PF 0.07 1.049 L 0.50 0.0160 PT 16.48 ( 34) Q 6.45 F=0 F 0.00 PE 0.00 CMI C120 T 0.50 PF 0.01 PT 16.49 ( 72) 65 36 63 65 62 63 82 62 83 82 1.049 L 26.17 0.0343 PT 16.40 ( 36) Q 9.73 F=E/T F 7.00 PE 0.00 ELI C120 T 33.17 PF 1.14 Q 9.73 Q 9.73 O 9.73 O 9.73 1.049 L 4.25 0.0343 PT 17.54 ( 65) F=T F 5.00 PE 0.00 ELI -C120 T 9.25 PF 0.32 1.049 L 2.67 0.0343 PT 17.86 ( 63) F=0 F 0.00 PE ().00 8L1 C120 T 2.67 PF 0.09 1.049 L 14.33 0.0343 PT 17.95 ( 62) F=0 F 0.00 PE 0.00 EL! C120 T 14.33 PF 0.49 1.049 L 9.92 0.0343 PT 18.44 ( 82) F=O F 0.00 PE 0.00 BL1 C120 T 9.92 PF 0.34 83 1.049 L 24.50 0.0343 PT 18.78 ( 83) O 9.73 F=T/E,T F 12.00 PE 0.00 BL1 C120 T 36.50 PF 1.25 35 O 9.73 1.049 L 5.00 0.0343 PT 20.03 (35) F=0 F 0.00 PE 0.00 CM1 C120 T 5.00 PF 0.17 31 33D0 12.33 1.049 L 7.00 0.1560 PT 20.20 ( 33) O 22.06 F=0 F 0.00 PE 0.00 CMI C120 T 7.00 PF 1.09 PT 21.29 ( 31) 24 22 1.109 L 7.50 0.0097 PT 33.70 ( 22) O 7.11 F=5/0 F 5.00 PE 0.00 BL C150 T 12.50 PF 0.12 26 24DQ -4.02 1.109 L 5.00 0.0021 PT 33.82 ( 24) O 3.09 F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.02 • SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROOIEW) JOB NO. WR -001 4 HEADS FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO FLOW DIAM GPM IN 01-17-1991 PAGE 5 EQUIV P -LOSS PRESSURE PIPE PSI/FT SUMMARY LEN/FT PSI 51 26 1.109 L 34.00 0.0021 PT 33.84 ( 26) O 3.09 F=17/0 F 17.00 PE 0.00 BL C150 T 51.00 PF 0.11 25 51 1.109 L 48.00 0.0021 PT 33.95 ( 51) O 3.09 F=11/0 F 11.00 PE 0.00 BL C150 T 59.00 PF 0.12 23 25 1.109 L 5.00 0.0021 PT 34.07 ( 25) O 3.09 F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.02 PT 34.09 ( 23) 23 24 1.109 L 76.00 0.0034 PT 33.82 ( 24) Q 4.02 F=5/0 F 5.00 PE 0.00 BL _C150 T 81.00 PF 0.28 21 23D0 3.09 1.109 L 12.50 0.0097 PT 34.10 ( 23) O 7.11 F=5/0 F 5.00 PE 0.00 BL C150 T 17.50 PF 0.17 PT 34.27 ( 21) 14 12 1.109 L 7.50 0.0318 PT 39.85 ( 12) O 13.50 F=5/0 F 5.00 PE 0.00 BL C150 T 12.50 PF 0.40 16 14D0 -7.58 1.109 L 5.00 0.0069 PT 40.25 ( 14) O 5.93 F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.07 15 16 1.109 L 82.00 0.0069 PT 4(}.32 ( 16) O 5.93 F=28/0 F 28.00 PE 0.00 BL C150 T 110.00 PF 0.76 13 15 1.109 L 5.00 0.0069 PT 41.08 ( 15) O 5.93 F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.07 PT 41.15 ( 13) 13 14 1.109 L 76.00 0.0109 PT 40.25 ( 14) O 7.58 F=5/0 F 5.00 PE 0.00 BL C150 T 81.00 PF 0.88 11 13D0 5.93 1.109 L 12.50 0.0318 PT 41.13 ( 13) Q 13.50 F=5/0 F 5.00PE 0.00 BL C150 T 17.50 PF 0.56 PT 41.69 ( 11) 11 12 1.109 L 92.00 0.0125 PT 39.85 ( 12) O 8.17 F=54/0 F 54.00 PE 0.00 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 4 HEADS FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO FLOW DIAM GPM IN 01-17-1991 PAGE 6 EQUIV P -LOSS PRESSURE PIPE PSI/FT SUMMARY LEN/FT PSI 10 11D0 13.50 1.109 L 14.50 0.0762 PT 41.67 ( 11) O 21.67 F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 1.49 5 10D0 44.27 1.400 L 4.00 0.1920 PT 43.16 ( 10) O 65.95 F=8/0 F 8.00 PE 1.73 FR2 C150 T 12.00 PF 2.30 4 5 O 65.95 1,380 L 2.00 0.3112 PT 47.19 ( 5) F=3/0 F 3.00 PE 0.43 FRI C120 T 5.00 PF 1.56 3 4 1.380 O 65.95 2 3 O 65.95 4.260 L 2.00 0.3112 PT 49.18 ( 4) F=5/0 F 5.00 PE 0.00 FR1 C120 T 7.00 PF 2.18 L 2.50 0.0013 PT 51.36 ( 3) F=25/0 F 25.00 PE 1.08 FR C120 T 27.50 PF 0.04 1 2 6.215 L 190.00 0.0002 PT 52,48 ( 2) O 65.95 F=87/0 F 87.00 PE 2.16 UN C140 T 277.00 PF 0.06 O 65.95 F=64/0 F 64.00 PE 6.73 UN C140 T 104.00 PF 0.00 PRESSURE AVAILABLE AT NODE 0 AT 165.9 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.019 PSI MAXIMUM VELOCITY IN PIPES 14.71 FPS PT 61.43 ( 0) 69.9 PSI ��� �v>,� �s SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WR001EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FLOW TEST RESULTS STATIC RESIDUAL AT 6980.0 GPM PRESSURE AVAILABLE AT 117.0 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 63 17.00 17.00 4.04 TOTAL WATER REQUIRED FOF: SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 17.71 01-17-1991 PAGE 1 90.00 PSI 27.00 PSI 89.97 PSI 17.00 GPM 100.00 GPM 117.00 GPM 40.60 PSI 0.107 PSI '3.90 FPS fio6T DEMA/vP1/4 SA -46 LE HEAD L •,d - L..Css DC-. MAivO/Nb -JAMA, ' mAo e1.4% -d. ',SUBMITTAL SERIAL NO: 2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) 01-17-1991 PAGE 2 • FROM TO FLOW DIAM EOUIV P --LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 62 63 82 62 83 82 35 83 33 35 O 7.62 O 7.62 O 7.62 1.049 L 2.67 0.0218 PT 17.71 ( 63) F=0 F 0.00 PE 0. 00 BL 1 C 120 T 2.67 PF 0.06 1.049 L 14.33 0.0218 PT 17.77 ( 62) F=0 F 0.00 PE 0.00 BL1 C120 T 14.33 PF 0.31 1..049 L 9.92 0.0218 PT 18.08 ( 82) F=0 F 0.00 PE 0.00 BL1 C120 T 9.92 PF 0.22 1.049 L 24.50 0.0218 PT 18.30 ( 83) O 7.62 F=T/E, T F 12.00 PE 0.00 BL 1 C120 T :•6.50 PF 0.80 1.049 L. 5.00 0.0218 PT 19.10 ( 35) O 7.62 F=0 F 0.00 PE 0.00 CMI 0120 T 5.00 PF 0.11 84 33D0 -7.47 1.049 L 20.58 0.0000 PT 19.21 ( 33) O 0.15 F=T F 5.00 PE 0.00 BL1 C1.20 T 25.58 PF 0.00 81 84 1.049 L 8.50 0.0000 PT 19.21 ( 84) O 0. 15 F=0 F 0.00 PE 0.00 BL 1 C120 T 8.50 PF 0. 00 61 81 1.049 L 14.50 0.0000 PT 19.21 ( 81) O 0.15 F•=0 F 0.00 PE 0.00 BL1 C120 T 14.50 PF 0.00 64 61 1.049 L 8.50 0.0000 PT 19.21 ( 61) O 0. 15 F=0 F 0. 00 PE 0.00 BL1 C120 T 8.50 PF 0.00 71 64 1.049 L 14.33 0.0000 PT 19.21 ( 64) O 0.15 F==0 F 0.00 PE 0.00 BL1 C120 T 14.33 PF 0.00 72 71 1.049 L 7.42 0.0000 PT 19.21 ( 71) O 0.15 F0/T F 5.00 PE 0.00 BL1 0120 T 12.42 PF 0.00 PT 19.21 ( 72) 31 33 1.049 L 7.00 0.0211 PT 19.09 ( 33) O 7.47 F=0 F 0.00 PE 0.00 CM1 C120 T 7.00 PF 0.15 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO 01-17-1991 PAGE 3 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 80 31D0 -6.49 1.049 L 31.58 0.0005 PT 19.24 ( 31) Q 0.98 F=E F 2.00 PE 0.00 BL1 C120 T 33.58 PF 0.02 60 80 1.049 L 16.67 0.0005 PT 19.26 ( 80) Q 0.98 F=E,E/E,E F 8.00 PE 0.00 BL1 C120 T 24.67 PF 0.01 70 60 32 70 Q 0.98 O 0.98 1.049 L 27.25 0.0005 PT 19.27 ( 60) F=0 F 0.00 PE 0.00 1.049 L 9.83 0.0005 PT 19.28 ( 70) F=E/T F 7.00 PE 0.00 BL2 C20 T 16.83 PF 0.01 73 32D0 9.53 1.049 L 15.50 0.0396 PT 19.29 ( 32) O 10.51 F=T/E F 7.00 PE -0.43 CM1 C120 T 22.50 PF 0.89 37 73 O 10.51 1.049 L 7.50 0.0396 PT -19.75 ( 73) F=0/E F 2.00 PE -0.43 CM C120 T 9.50 PF 0.38 27 37 1.109 L 8.00 0.0200 PT 19.70 ( 37) O 10.51 F=5/0 F 5.00 PE 3.46 CM C150 T 13.00 PF 0.26 PT 23.42 ( 27) 30 31 ~ Q 6.49 '20 30 22 Q 6.49 1.049 L 15.50 0.0162 PT 19.28 ( 31) F=E/T F 7.00 PE 0.43 CM1 C120 T 22.50 PF 0.36 1.109 L 8.00 0.0082 PT 20.07 ( 30) F=5/0 F 5.00 PE 3.46 CM C150 T 13.00 PF 0.11 PT 23.64 ( 20) 27 1.109 L 14.50 0.0041 PT 23.47 ( 27) O 4.45 F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.08 21 22D0 -2.91 1.109 L 92.00 0.0006 PT 23.55 ( 22) O 1.54 F=54/0 F 54.00 PE 0.00 BL C150 T 146.00 PF 0.09 20 21D0 2.91 1.109 L 14.50 0.0041 PT 23.64 ( 21) O 4.45 F=5/0 F 5.00PE 0.00 'SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) 01-17-1991 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 10 20D0 6.49 1.109 L 9.00 0.0215 PT 23.72 ( 20) Q 10.94 F=7/0 F 7.00 PE 3.90 CM C150 T 16.00 PF 0.34 PT 27.96 ( 10) 17 27 1.109 L 9.00 0.0072 PT 23.47 ( 27) Q 6.06 F=7/0 F 7.00 PE 3.90 CM C150 T 16.00 PF 0.12 12 17 1.109 L 14.50 0.0072 PT 27.49 ( 17) Q 6.06 F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.14 PT 27.63 ( 12) 65 63 36 65 74 36 34 74 Q 9.38 O 9.38 O 9.38 O 9.38 1.049 L 4.25 0.0320 PT 17.71 ( 63) F=T F 5.00 PE 0.00 BL1 C120 T 9.25 PF 0.30 1.049 L 26.17 0.0320 PT 18.01 ( 65) F=E/T F 7.00 PE 0.00 BL1 C120 T 33.17 PF 1.06 1.049 L 0.50 0.0320 PT 19.07 ( 36) F=0 F 0.00 PE 0.00 CM1 C120 T 0.50 PF 0.02 1.049 L 4.50 0.0320 PT 19.09 ( 74) F=0 F 0.00 PE 0.00 CM1 C120 T 4.50 PF 0.14 1.049 L 0.50 0.0320 PT 19.23 ( 34) O 9.38 F=0 F 0.00 PE 0.00 CM1 C120 T 0.50 PF 0.02 32 72DQ 0.15 1.049 O 9.53 24 22 Q 2.91 F=0 F CM1 C120 T 6.50 0.0330 PT 19.25 ( 72) 0.00 PE 0.00 6.50 PF 0.21 PT 19.46 ( 32) 1.109 L 7.50 0.0019 PT 23.55 ( F=5/0 F 5.00 PE 0.00 BL C150 T 12.50 PF 0.02 22) 26 24DQ -1.30 1.109 L 5.00 0.0006 PT 23.57 ( 24) O 1.61 F=5/0 F 5.00 PE 0.08 BL C150 T 10.00 PF 0.01 51 26 Q 1.61 1.109 L 34.00 0.0006 PT 23.58 ( 26) F=17/0 F 17.00 PE 0.00 BLC150 T 51.00 PF 0.03 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROOIEW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO 25 23 01-17-1991 PAGE 5 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 51 1.109 L 48.00 0.0006 PT 23.61 ( 51) Q 1.61 F=11/0 F 11.00 PE 0.00 BL C150 T 59.00 PF 0.04 25 24 1.109 L 5.00 0.0006 PT 23.65 ( 25) Q 1.61 F=5/0 F 5.00 PE 0.00 BL C150 T 10~00 PF 0.01 1.109 L 76.00 0.0004 PT 23.58 ( 24) Q 1.30 F=5/0 F 5.00 PE 0.00 BL C150 T 81.00 PF 0.03 21 23D0 1.61 1.109 L 12.50 0.0019 PT 23.61 ( 23) O 2.91 F=5/0 F 5.00 PE 0.00 BL C150 T 17.50 PF 0.03 PT 23.64 ( 21) 14 12 Q 3.89 1.109 L 7.50 0.0032 PT 27.63 ( 12) F=5/0 F 5.00 PE 0.00 BL C150 T 12.50 PF 0.04 16 14D0 -2.40 1.109 L 5.00 0.0005 PT 27.67 ( 14) ^ Q 1.50 F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.00 15 16 T3 15 Q 1.50 O 1.50 13 14 O 2.40 1.109 L 82.00 0.0005 PT 27.67 ( 16) F=28/0 F 28.00 PE 0.00 BL C150 T 110.00 PF 0.05 1.109 L 5.00 0.0005 PT 27.72 ( 15) F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.00 PT 27.72 ( 13) 1.109 L 76.00 0.0013 PT 27.67 ( 14) F=5/0 F 5.00 PE 0.00 BL C150 T 81.00 PF 0.11 11 13D0 1.50 1.109 L 12.50 0.0032 PT 27.78 ( 13) O 3.89 �F=5/0 F 5.00 PE 0.00 BL C150 T 17.50 PF 0.06 PT 27.84 ( 11) 11 12 O 2.16 10 11DQ 3.89 O 6.06 1.109 L 92.00 0.0011 PT 27.63 ( 12) F=54/0 F 54.00 PE 0.00 BL C150 T 146.00 PF 0.16 1.109' L 14.50 0.0072 PT 27.79 ( 11) F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.14 'SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROOIEW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) ' 9t PAGE 6 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE . PSI/FT SUMMARY LEN/FT PSI 5 10DQ 10.94 1.400 L 4.00 0.0156 PT 27.93 ( 10) O 17.00 F=8/0 F 8.00 PE 1.73 FR2 C150 T 12.00 PF 0.19 4 5 O 17.00 3 4 O 17.00 1.380 L 2.00 0.0253 PT 29.85 ( 5) F=3/0 F 3.00 PE 0.43 FR1 C120 T 5.00 PF 0.13 1.780 L 2.00 0.0253 PT 30.41 ( 4) F=5/0 F 5.00 PE 0.00 FR1 C120 T 7.00 PF 0.18 2 3 4.260 L 2.50 0.0001 PT 30.59 ( 3) O 17.00 F=25/0 F 25.00 PE 1.08 FR C120 T 27.50 PF 0.00 1 2 6.215 O 17.00 UN O 17.00 F=64/0 F 64.00 PE 6.73 UN C140 T 104.00 PF 0.00 PT 40.56 ( 0) 90.0 PSI L 190.00 0.0000 PT 71.67 ( 2) F=87/0 F 87.00 PE 2.16 C140 T 277.00 PF 0.00 PRESSURE AVAILABLE AT NODE 0 AT 117.0 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.107 PSI MAXIMUM VELOCITY IN PIPES 3.90 FPS w>7% 4: 5 e ' ~ SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROOlEW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FLOW TEST RESULTS STATIC RESIDUAL AT 6980.0 GPM PRESSURE AVAILABLE AT 117.0 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 50 17.00 17.00 4.01 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 17.97 17.00 100.00 117.00 39.62 01-17-1991 :PAGE 1 90.00 PSI 27.00 PSI 89.97 PSI GPM GPM GPM PSI 0.042 PSI 8.89 FPS � / /�'���r 14Ar Y 146,40 (L8°) vF�F- F ce v �A��a��6m�- A�0 c���- . rl 0 OA 'SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO 51 5C) 01-17-1991 PAGE 2 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI O 17.00 0.884 26 51D0 -8.45 1.109 O 8.55 24 26 0 22 L 9.00 0.1467 PT 17.97 ( 50) F=12/0 F 12.00 PE 0.00 BN C150 T 21.00 PF 3.08 L 34.00 0.0136 PT 21.05 ( 51) F=17/0 F 17.00 PE 0.00 BL C150 T 51.00 PF 0.69 1.109 L 5.00 0.0136PT 21.74 ( 26) F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.14 24DQ -1.53 1.109 L 7.50 0.0095 PT 21.88 ( 24) O 7.03 F=5/0 F 5.00 PE 0.00 BL C150 T 12.50 PF 0.12 21 22D0 -4.23 1.109 L 92.00 0.0017 PT 22.00 ( 22) O 2.80 F=54/0 F 54.00 PE 0.00 BL C150 T 146.00 PF 0.25 20 21D0 9.97 Q 12.77 30 20D0 -8.84 1.109 Q 3.93 31 30 Q 3.93 33 31D0 -1.37 Q 2.56 84 33DQ -1.00 O 1.56 1.109 L 14.50 0.0286 PT 22.25 ( 21) F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.56 81 81i 61 81 Q 1.56 Q 1.56 F=5/0 F 8.00 0.0032 PT 22.81 ( 20) 5.00 PE -3.46 13.00 PF 0.04 1.049 L 15.50 0.0064 PT 19.39 ( 30) F=E/T F 7.00 PE -0.43 CM1 C120 T 22.50 PF 0.14 1.049 L 7.00 0.0029 PT 19.10 ( 31) F=0 F 0.00 PE 0.00 CM1 C120 T 7.00 PF 0.02 1.049 L 20.58 0.0012 PT 19.12 ( 33) F=T F 5.00 PE 0.00 BL1 C120 T 25.58 PF 0.03 1.049 L 8.50 0.0012 PT 19.15 ( 84) F=0 F 0.00 PE 0.00 BL1 C120 T 8.50 PF 0.01 1.049 L 14.50 0.0012 PT 19.16 ( 81) F=0 F 0.00 PE 0.00 BL1 C120 T 14.50 PF 0.02 'SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) 01-17-1991 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 64 61 1.049 L 8.50 0.0012 PT 19.18 ( 61) Q 1.56 F=0 F 0.00 PE 0.00 BLI C120 T 8.50 PF 0.01 71 64 1.049 L 14.33 0.0012 PT 19.19 ( 64) Q 1.56 F=0 F 0.00 PE 0.00 BL1 C120 T 14.33 PF 0.02 72 71 Q 1.56 80 31 Q 1.37 1.049 L 7.42 0.0012 PT 19.21 ( 71) F=0/T F 5.00 PE 0.00 BL1 C120 T 12.42 PF 0.01 PT 19.22 ( 72) 1.049 L 31.58 0.0009 PT 19.13 ( 31) F=E F 2.00 PE 0.00 BL1 C120 T 33.58 PF 0.03 60 80 1.049 L 16.67 0.0009 PT 19.16 ( 80) O 1.37 F=E,E/E,E F 8.00 PE 0.00 BL1 C120 T 24.67 PF 0.02 70 60 32 70 Q 1.37 Q 1.37 1.049 L 27.25 0.0009 PT 19.18 ( 60) F=0 F 0.00 PE 0.00 C120 T 27.25 PF 0.02 1.049 L 9.83 0.0009 PT 19.20 ( 70) F=E/T F 7.00 PE 0.00 BL2 C120 T 16.83 PF 0.02 73 32D0 2.56 1.049 L 15.50 0.0064 PT 19.22 ( 32) O 3.93 F=T/E F 7.00 PE -0.43 CM1 C120 T 22.50 PF 0.14 37 73 1.049 L 7.50 0.0064 PT 18.93 ( 73) O 3.93 F=0/E F 2.00 PE -0.43 CM C120 T 9.50 PF 0.06 27 37 Q 3.93 10 20 Q 8.84 27 Q 4.23 1.109 L 8.00 0.0032 PT 18.56 ( 37) F=5/0 F 5.00 PE 3.46 CM C150 T 13.00 PF 0.04 PT 22.06 ( 27) 1.109 L 9.00 0.0145 PT 22.88 ( 20) F=7/0 F 7.00 PE 3.90 CM C150 T 16.00 PF 0.23 PT 27.01 ( 10) 1.109 L 14.50 0.0037 PT 22.04 ( 22) F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.07 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS <WROO1EW> JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO 01-17-1991 PAGE 4 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 17 27D0 3.93 1.109 L 9.00 0.0125 PT 22.11 ( 27) Q 8.16 F=7/0 F 7.00 PE 3.90 CM CI50 T 16.00 PF 0.20 12 17 1.109 L 14.50 0.0125 PT 26.21 ( 17) Q 8.16 F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.24 PT 26.45 ( 12) 33 Q 83 35 1.00 Q 1.00 1.049 L 5.00 0.0005 PT 19.19 ( 33) F=0 F 0.00 PE 0.00 CM1 C120 T 5.00 PF 0.00 1.049 L 24.50 0.0005 PT 19.19 ( 35) F=T/E,T F 12.00 PE 0.00 BL1 C120 T 36.50 PF 0.02 82 83 1.049 L 9.92 0.0005 PT 19.21 ( 83) Q 1.00 F=0 F 0.00 PE 0.00 BL1 C120 T 9.92 PF 0.00 62 82 1.049 L 14.33 0.0005 PT 19.21 ( 82) Q 1.00 F=0 F 0.00 PE 0.00 BL1 C120 T 14.33 PF 0.01 ` 63 62 1.049 L 2.67 0.0005 PT 19.22 ( 62) Q 1.00 F=0 F 0.00 PE 0.00 BL1 C120 T 2.67 PF 0.00 65 63 1.049 L 4.25 0.0005 PT 19.22 ( 63) Q 1.00 F=T F 5.00 PE 0.00 BL1 C120 T 9.25 PF 0.00 36 65 1.049 L 26.17 0.0005 PT 19.22 ( 65) Q 1.00 F=E/T F 7.00 PE 0.00 BL1 C120 T 33.17 PF 0.02 74 36 1.049 L 0.50 0.0005 PT 19.24 ( 36) O 1.00 F=0 F 0.00 PE 0.00 CM1 C120 T 0.50 PF 0.00 34 74 1.049 L 4.50 0.0005 PT 19.24 ( 74) O 1.00 F=0 F 0.00 PE 0.00 CM1 C120 T 4.50 PF 0.00 72 34 1.049 L 0.50 0.0005 PT 19.24 ( 34) Q 1.00 F=0 F 0.00 PE 0.00 CMI C120 T 0.50 PF 0.00 ' -``rTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) 01-17-1991 PAGE 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 32 72D0 1.56 1.049 L 6.50 0.0029 PT 19.24 ( 72) Q 2.56 F=0 F 0.00 PE 0.00 CM1 C120 T 6.50 PF 0.02 PT 19.26 ( 32) 23 51 25 Q 8.45 Q 8.45 23 1.109 L 48.00 0.0133 PT 21.09 ( 51) F=11/0 F 11.00 PE 0.00 BL C150 T 59.00 PF 0.78 1.109 L 5.00 0.0133 PT 21.87 ( 25) F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.13 PT 22.00 ( 23) 24 1.109 L 76.00 0.0006 PT 21.92 ( 24) Q 1.53 F=5/0 F 5.00 PE 0.00 BL C150 T 81.00 PF 0.05 21 23D0 8.45 1.109 L 12.50 0.0181 PT 21.97 ( 23) Q 9.97 F=5/0 F 5.00 PE 0.00 BL C150 T 17.50 PF 0.32 PT 22.29 ( 21) 14 12 Q 5.04 1.109 L 7.50 0.0051 PT 26.45 ( 12) F=5/0 F 5.00 PE 0.00 BL C150 T 12.50 PF 0.06 16 141)0 -2.80 1.109 L 5.00 0.0011 PT 26.51 ( 14) Q 2.24 F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.01 15 16 Q 13 15 0 4.44 13 14 O 2.80 1.109' L 82.00 0.0011 PT 26.52 ( 16) F=28/0 F 28.00 PE 0.00 BL C150 T 110.00 PF 0.12 1.109 L 5.00 0.0011 PT 26.64 ( 15) F=5/0 F 5.00 PE 0.00 BL C150 T 10.00 PF 0.01 PT 26.65 ( 13) 1.109 L 76.00 0.0017 PT 26.52 ( 14) F=5/0 F 5.00 PE 0.00 BL C150 T 81.00 PF 0.14 11 13D0 2.24 1.109 L 12.50 0.0051 PT 26.66 ( 13) O 5.04 F=5/0 F 5.00 PE 0.00 BL C150 T 17.50 PF 0.09 PT 26.75 ( 11) 11 12 O 3.12 1.109 L 92.00 0.0021 PT 26.45 ( 12) F=54/0 F 54.00 PE 0.00 BL C150 T 146.00 PF 0.31 SUBMITTAL SERIAL NO:2244H-05 62ND AVENUED SOUTH APARTMENTS (WROO1EW) JOB NO. WR -001 1 HEAD FLOWING ON THE WET SYSTEM (BUILDING E) FROM TO 01-17-1991 PAGE 6 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 10 11D0 5.04 1.109 L 14.50 0.0125 PT 26.76 ( 11) Q 8.16 . F=5/0 F 5.00 PE 0.00 CM C150 T 19.50 PF 0.24 5 10D0 8.84 1.400 . L 4.00 0.0156 PT 27.00 ( 10) Q 17.00 F=8/0 F 8.00 PE 1.73 FR2 C150 T 12.00 PF 0.19 4 5 Q 17.00 1.380 L 2.00 0.0253 PT 28.92 ( 5) F=3/0 F 3.00 PE 0.43 FRI C120 T 5.00 PF 0.13 3 4 1.380 L 2.00 0.0253 PT 29.48 ( 4) Q 17.00 F=5/0 F 5.00 PE 0.00 FR1 C120 T 7.00 PF 0.18 2 3 1. 0 1 Q 17.00 Q 17.00 Q 17.00 4.260 L 2.50 0.0001 PT 29.66 ( 3) F=25/0 F 25.00 PE 1.08 FR C120 T 27.50 PF 0.00 6.215 L 190.00 0.0000 PT 30.74 ( 2) F=87/0 F 87.00 PE 2.16 UN C140 T 277.00 PF 0.00' 8.270 L 40.00 0.0000 PT 32.90 ( 1) � F=64/0 F 64.00 PE 6.73 UN C140 T 104.00 PF 0.00 PRESSURE AVAILABLE AT NODE 0 AT 117.0 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.042 PSI MAXIMUM VELOCITY IN PIPES 8.89 FPS PT 39.63 ( 0) 90.0 PSI ��x•>-)x ��/� i q Appendix D: Power Calculations cainbe.'i Hared„When calculating Bowe arida j9 D lrrterfaca��.�40)OU�j=do�5rnat:�ru�e.�Y: 40 � does not coris�me„ ;p.Q enerah an .. (.... TY ., x�i"addition; the .Q ;Ai�!�� ... d Trouble Mc�dule.� XXL poynr, r aquirerin�nt :'' n .pc�rcveF�.idinng.xrouble;and.the RZA-4 cor►sumes nothing i_alarm: Table 1: Standby Battery Requirements Basic Control Panel (AC Power off - System trouble UM on and audible trouble sounder activated - includes indicating supen/1601y curry If using a Zone Relay Module: rnA or 402 ZR, add add 16 mA If using a Transmitter Module (4OXXTM), add 5 mA ff using the Reverse Polarity Alarm output, add 10 mA If using the Reverse Polarity Trouble output, add 10 mA If using a Remote Zone Annunciator (RZA-4), add 8 mA Add 2 mA for EACH initiating zone in use a. Two -wire detector heaps fb Fourwire detector heads a End of tine Relays d. Number in Current Total Per Device Device Current Place subtotal here Md last column for Standby Battery Current: :.Table 2: Power Supply Loading 3. ��ntrot Panel {all zones In alarm) g the Zone Relay Mod41e, add jnA for the MS -4012 or 32 mA for the MS -4024 rising General Alarm & Trouble fo° hue MS -4024 MA for the MS -4012 or 02 - ng the Transmitter Module (40)07M), add 13 mA 'using Trouble output, add 10 mA the Reverse Polarity Cpm (in mA) draw from N 63 s lePower {i33) st ce subtotal from rine d Table 1 here Add column for Total Alarm Current: (Total Alarm Current cannot exceed 550 mA) Table 3: Ampere -Hour Calculations ,Standby Battery Current i.v,Convert the total from Table 1 frD amps and enter )fere Standby Time 24 or 60 hours amps X hours Enter 0.3 or 5 minutes in alarm or 0.6 for 10 minutes in alarm + Add Standby and Alarm amp/hours = Select a battery with a greater amp/hour rating us/116 4r hif I,ei£>S • NFPA 728 and 72C require 60 of standby. Notes: ! NFPA 72A, 720, and 74 require 24 hours of standby.turd fo l r hours hours AN minimum). . *The battery charger In this panel will charge s maximum of 9 AN batteries wcabinethin 48 hours panel * Batteries Larger than 7•AH battery w1N have to be mounted in a separate Standby amp/hours Alarm amp/hours Total amp/hours needed 37 ieseeez 44.6ie � eui [3:p 1161 1/-- +moi _ iefa 44aletibid _s4,pcz_ a M i •____ gait 44_01614 eee, x .y :(t.,e PO-a,2//i'1 t4 6-. b' c ELL a --Uz 3 C4) • t• • 1014111CO 1 PRIM fro iiiiiiiitai iii CI • • riamminowi pppip kii"Akin. Ei• Fri al 111 is 0 wrol,) rel OOP i�� ° 11�I�ilY1 • 444 0 IA FAII OUR EQ 1"ssof (,)„> , (c y, k.C) • t1 Northwest Communications & Alarm, Inc. P.O. Box 6277 • Lynnwood, WA. 98036 206 7754456 206 623-4362 800 962-2220 FAX 206 776-4897 Phi Alexander Custom AudioNideo • Security • Fire • Intercom • Vacuum tia*Nittov e.s CAySTIFL ,4O6B ‘4,094‘ hiehr oreelet,ki rys,cw� e4+1/At: -la ID 'tSf/N4 ,//- C#4 »J(.L ©- - %3S” # X 4 A 2i //Mr I t 47614.0 TUKW'rLA FIRE DEPARTMENT Please call: 575.4407 and give thisjob as ‘TukcTIOAINdidx 9 Y- '-- 023 and exact address for shut. down or restoration approves, ❑ WITHOUT COMMENTS. ;SAS NOTED IN RED ❑ PER THE ATTAC.•;ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A _iiti,;ns, duf;,:ions - or revisions to these • r ,yins Jt r t'�is date will void this a.c.e ) :t ��:e an i ldii( require a .resubmitt ii o�� revise. •.:ii,.idvings._ Final acceptance is subject i) inspection by a representative or tiiis department DATE: ?b.f./2.J BY: J#1/ -r/b CITY OF TUKWILA 575-4407 1 Fug NORfN 7 , /.Qin' 15305 SUNWOOD BLVD 94-F-023 r`, • IMMOMOM.1:11•11MMOlaiall• Ca 1/ sal - 1)(51 -4- D --ft-- Cil ---ii -- 7 Mai /6sEA AA6rRHetiI Atou. 77J0 So-foictecreedt. -5;4044 Y • ,-y- a ) /41,4 /ea-. ° C7.61/t. 120.*U 7 /t- 120* o o,` J%to3 i4 (-,' l t24/ltQe- VMLI Northwest Communications & Alarm, Inc. P.O. Box 6277 • Lynnwood, WA. 98036 206 775-4456 206 623-4362 800 962-2220 FAX 206 776-4897 PiilAlexander Custom AudioNideo • Security • Fre • Intercom • Vacuum oG zee sL ejey,57711'.... A91,1717.2 �a+. f...a. r ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - Inspection by a representative of this department DATE: _BY: CITY OF TUKWILA 575.4407 TUK WII A FIRE D PAR rMENP Please call; 575.4407 and give this job No. and exact address for shut, down or restoration approval, t�Pohf � owF o != Sci 5T41-.Csr14-1(A-7-7 A (CE CLQ SHAH t3 E t el u eel) el)• A -r .A; D, 12 riu , r-wi Irl is 15305 SUNWOOD BLVD 93-F-181 S ( (4 &a- Al to /S3 o So ce)c o i £ w1). poo 72 boT�S P �'_ • / . ••• • • ';'• • , , . ;••,?- , • .,„ ' • • ` • • • • I • :1;;;I!.;',. • , • . , • ; • • ' ; ;1• •• 1 • r. j.• • • •••; V1. '• ! • , • • • . ' "`," t • •„ ..• .1, • j • . • . ti •• •• !*, ••,•. , • • • • - -akimmomelloom,44 • II N.` South Elevation 1 js 1/4! it _011 1=7:7 __J P-53tL:f 1 SI -I Eel • t Isrp.:4-re ''''''''''"010,64101111110outoiolotti, ' 0. 41 ke;444;01, ;, ;“4„, • .? t rto, •''0,4•';44,1441 g‘,4$44•4,00,;,•4,,, (T)(1D) -• - IERUP•k--$ F,It.d6e 4.YLITE ,rfYSTEri - - — Sitia0 4's \r--) \ orth ElOvation p 1 -1" , .• • \ \./. v' \ • • -4 1 ).. , v scputt 141.11- 0" t , ) ' • ,......._,A .j .1'—''\_)'.--...--'7 -if k t 1 MAT?rf cot. 0 ZsysTSNI rk-P rop., 11m 11C,11-41/12COMPC1 1A -110001, -)Sy• .•• CITY OF TUKWILA APPROVED . DEO 9 1r9g2 •• )„ •i s .it '\-Th iv o A DING DIVISION a 2_0 OCT 2 0 1992 A A1 - LAT')r., 3 . !, y; ALLE,) J1,rr; I)rl',n:c /N "'P.\G.C4 -r a or' Prod - • _ _..LA; • r.- BL.:,•.,,.. - 1,., /A.."I.L,IT,JN ,•5 ?f+ e -./4-S) • 0 P:./1 /15 /.l;T/1LL�,) %3v P'P t If I C D 3 3-k7: " ALL '�_ 4Tric.. Do iC Sr: t i -- Lcv1►.,c c c 1r,41.) PLL*17.5" r:'r •) F IA .-1 PjLf?w),7J11/4-A s' L_ l" 1 r 1 - FM/THE/9 C-LCCC .=LF1! $LLG F-1 /,3':-1 3Lc, F -Z /G •1' A :• PLUS 77- i! 1 i/%= //t _BLDG. 'A, i .PL -v6. ,B' _ELDG,. 'G ELDG 1 D' ,E ' _CLL'G. :11 FL J33.7' /32.25' /SS9S Patty veil Ass erniy BUILDING SECTION 1 1 a DA -1 L ;;1 c,,vwoax Heli „!.rr SC'e+' ac tb" 0. C cAdete, row 2x4 or:ry :;4C (petfralr,'n:, p;an_ 7` f ' o.:., ar_r;;u,7tepa'c, :rices+ 14 spar',erj1255 �r ,. _ - t,�.. . S;,urri cur`1oIlrr�r/r'S✓�d;,cr �!�•rr �;,.1 _ev ' ii j(,�{r 1/r'et wit+ Scrrw, t 16" D C. N, a er-r•y cera Z/LiS✓cai ;.,,5 T- 7ti LI, S 7C 57, tc:757 Party Floor A;ernDly Carpe7ns hz•/+^tc :zi over L16H1 rkichf,HrconcrPtC- tie ,tctn3 over VE" T&G pivwuc,i c v v ZJI 1,71Ci" r7orr(.7rnej, K. -!G t=111.talier.in, joistcavrttrs57."type`5W19on re s.lrr,.Tc17 2nrle1S at24'' 0,C. Suu rtetest /p ftPVTnce: Gypc re. S -761-11S72. =66, Exterior Wall Asserr•G;v IX bve1r!+ Cedars :i'eAc)ver4u,Id•nz. piper QV r i/2"ext, gyp. SI+c2fi1rr.5, Ir'• C Off Piyw'cdor i;`L' 0 SG ,tr;l arwallf per :nuc iri; r.,.1 -r; ac ct R - t9 4011 {-eced fiixt, M S77,' ywb tips'.A•a:•n-crtor, PIPE ALL DRAINS TD SAFL DISCHAA!E - (OUTSIDE --- Zia?' OUTSIDE_-- ZIZ' Hriv) S UPt=LEI3 \VALVE 1 AC I-6 AO' STEEL,I z GENERAL NOTE! REVERSE RISER DETAILS FOR EU/L/:iAi6S " D" PROVIDE O F A1INI • Ji,./1 NEAT IN VA L • . Flo TRIM. `Ar=t.':CAIMATELu' CALE jy` /�,Q.J Ass err Div _ r•-ter'—.r ]li/,/i.+.- w rL^r/�.kti-y. _�� Li+ , f-"yve'' (",.:-..(K•'TrPlACi.; re,:..ca: - -`..,__r -` Cc/r1oar K 11 _:,1157., rrIt4C firh.) w,rtr. Loa_ _ • rnirw,rJ• ''Iperejet ClrwpfeL'.:,.cr�pt ••- .r ••••1' I/1S��l, Il,IM eXi..,�%�• yy.r. 0r/r.Sfr�sI•�. a-rdvr-i- :t decks r 10rrtrnuou, ;�rbcwd , Concrete Slap at r1✓ 1✓ 4" Gert rttr Slar_• SgI7pe perk ci,/_, type c:.LrML,I)Loir\vWFr -. •r .11-.-.- - Va_reci gra1/"I vein, _004 m4 f ,iyrrrvr.^4 .=.f -r r" { f^ seri cr B e arirl g Vj =/6" I f' pc' x "gwb , 3x4 ac, or Zs 4 ct,., d _ '.>'pc 'x' gwt. it A(LESS Di7!)R Dl PANEL EY 6-ENEF/4L i I CDWT AtTaR RI SFR DETA)L5 z1' -D., EIiE CO PLE FE LINE: 151053 55 1 - by fp F G b ilk rG1' r L),.j 1,,F-i'F' r•Ar,.)ru �r•c /I3 rS1 _ • - )' _ / • •• r ,^.. [ A- .r !i ! i tl -,-) r STOrLAr L )jyl1jv - i; ) t3' ram., \____ ARA 1 , )I!•' i •• ra 11 .-• TTE/1-PS; ALL Wile INC, 2y OP1E4.,,. O I'!" Tr. I=L CGI"'TI-tL iJ:�rLV. n tL)/LT- 1;i TAt,;rtir 5tV/TCC!. ZO t.� -E x G,CP='YE CC, yT,E'OL VALVE WITH L%/LT-//1✓ TANfEre SI✓Irerf. • 41A -ft- F_ rLL.11 INL!/CAT[)!; 1" DRY FIFE VALUE INI T rt T,rs //L4 0 FRES» iJ=t /IT(tt t C nt E /11 A T/O,J fl A 14/ D 2.4 /il V,4 L ;/E AND WET SYSTEM IA/ pFC7O£_f TEST VALVE. oCord %":f c s/o y LEV" AIR 1 /0" EL EC T,C IC Y p T/1 E/'� �7 pxov,QED Ciry WATER &,4< GATE V%4 LVE L k 4.'_ pz)iC 7 ONE VA L vF TO 3 / POS 1 I/✓D'C ATO, VALVE. No'AAL L/ 2 P VAL 1,4 Sr" DOUBLE B,40r- FLOW Fief vE//TFR c— 4" CHECK V,4, 41/4 li 4J 45 } N i`RY ccYo,JD ,4s rZ FGut,F EL .',Id = u,• - - 011,1 1t IV V ►✓ XFC, ,BLDG. G NAS ! sY•-r I v r., A'1 E-igpY :0/ ACC E 'r I r , I t 2470 c /sT C c /LE A A 2 hp ZAx 21/3_ P. : x H. Iran • ) .J r''2 1 A T 1 .I" A,, 1. %1 r /1.:[ P r r ''i r r+: k /A) if' • t r r/ in- T-c'P CF ger*" FLE✓. ZG'3" �� T°P C Pic"' ! CHOE D, ELEV. 2.5'-7" TOP OF GA'AGE GOOF TMJ•1., FL FV. '2-1'-/o h" SECciva FLccQ AFL EV • /7' ' GAF- AGE Flack �` FLE✓, /3'-/'z N 1 Ft R Ir FL crit F_ L rv, Fite 1-4 1 J PROJECT SITE S, 147 nJ 3 VICINITY MAJ7 -NTS rr 56'- q: rr,'_ rz • C -I = i f 1. /Lr.,11<<. i-,;) /./ur" ,1 PIP./ .r 1 r 7 j• . -. - r/,, . F, r 4./ L 1U1),. c. ,:w_I)/_•11 , n. •) Its 1-I i 1`,IL_ l) % PATR%or F t RE .rAA: t nr j✓' I=11-. ,wh,,)L 1_ , AJJr,S ;1 (ALA. 1) ,y1 a,1 r -4:.I I LL GN "7 i) i\I 1 L •st r ',i ) -' 11 / •.' S. r 1 i—H • • z. A t- j v� r� 6" •Ir.'1 1'1 2 •1`vi 1.; it 4 4 --fl 3 i • i i 'a _ -, AA' F_E RIR i; AIL Afprr "P7 ritrr: 1 ILL j I g 2110 t. ke.h Fan, --I, • ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED The drawings affixdd Ja.serea.to have been by the City of iukwila Fire. Dept. iditios-;\ deletions or reAsions ID thes..idfawits after this _ Ja-t. will voicTf1-T-4-cApn. ce. and will CN T re ised drawings. ,subjedt to field- esentative of this Final acce in3,ection 'y a rep 575-4407 I. i p D ,. FI: :_-r? coll i 5:75-440Z ...--- .11_11;v11-:. iF7:9'1. D7PARTNIEtZ; S I TE FLA Al • , FILE 15305 SUNWOOD BLVD 91-5-073 A 1 HANGER LE COACH SCREW R "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR 2 - WAY EARTHQUAKE BRACE + 4 WAY La Wri.4-7,JAKE Bre*:!: ,/,0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND an— SPRINKLER ORIFICE SIZES AND TYPE LaJ 2 T1 I SPRAY 16 8 16 2 1/7 4 17 32 SPRAY 3/4- 2 SIDEWALL 1 1/7 1 - DRY TYPE • TEMP RATING 165* z a. 1/2 1/2 112 1/2 SPRINKLERS USED SYM • TEMP TOTAL FITTING LEGEND APPROVALS REQUIRED Sm SHAPED NIPP_E DISTRIBUTION QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES t ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITEPn APPROVED. 2- PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1-6) wHicN ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, APPLICABLE EDITION 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO_ 13, APPLICABLE EDITION T OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PiPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OT E 10 FURRING OF PPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED By UrktEAL _risri)4_7_5a.rti4DIEISI8G,N5C7RRI_ T;p:10% Ni....4_4(0TES 5 115/7 ii,)77:-1.549P.47 0 v&—i) PC -4 -/YS REVISIONS MK DATE BY p4-rition A A CONTRACT WITH - 3,61 -INE I DER COATTRULTIDN 65I0 SOOTti(EltITER L VD_ TUKWILA , WA 7.51i6 f3- 2471 CONTRACT NAME: 62"y AVE.- SOUTH APARTMENT6 E3IRE PROTECTION C DMA , 15124 DESIGNER DATE I SHEET I JOB NO. A NOTE: TYFL'T' /-t4N6ERS Tf1-ICAL ON CHIC. BASEMENT l LOOt LLf)& -/ _ F-7 SCALE' "w'" =r -D" -F- ff00./ 1 ry \k —IO n, o t , �� ? 1- -II 7-.3 9-6 6ATOc_ P i =/ 1` `j_ Oma. \ 1, 1:" 1. ,gill`., \Dr/ ! ,% ``, ATOLC > 1 /G J Gam,,_v \, I_ 1 p Arcs 7-0 'r' 7 - 0 1 2_ 114 1 117 7-4- - 7-0 REI I FI 7-6 1-o • p 0-h N .14 . X.— 1 ' t DI -b : ,- ;,r/ 'v • r ,l ky, a / 111`' ' c% r ,l - ( , M{`t AT T2LD7_,- F-1 F-2 S LA L L ,/3 _ l ,- D„ Fl F T 1-7L00 CLL-- : l SCALL : '72" =1' 0-1 /ALL UNITS IN 111LL/ VG" 1=-1 F -Z ARE 'E' UNIT, - r, - I o" ATOEC.. OEC I 4-6z AT oc._ ATOEC 8- C 1 • (14•e 115 DAY PE1v£-L v rS F/ to AT TIC D R Y SYS TEM NOTE ALL WET SYSTEM TAPING ON TI -/IS FLOOR T() EE STEEL. ¶F COND CLOG;':' ELDG -I . 0 SCALL 1\10T ES I )LIES I G/V EASEL) OIV Af/>L iiU1t D FLAT.!,; Or SMITH F/) E DATED 17/B/ 9 _ DESI/1-IV i;1'LI [UDL S 11/I /NDP CHA-NO-E_S r %t IVEI1J cjr'1 ` l=/ EFLi4C ' 5 AA/L.) LL D'LT HEAD 7'71/ -ES, /JANGi/VG /,. ET /rut.) , ETC . AEM,aitJ THE _5/1/4/.= ?) ALL C -U( LA -`Ti( i% /='/G TO EL LIN6t/:LL 1,1/ ST,CU(TL/=C U�/HE/=E > "'/LLQ . (f 1JC HL A_, T/C N// /A/L- TO Lit L1 GAIL( (7 111 7H±-- PEALS. /ILL ,' T/c PIFIIVG TO =)CPUC PIPING TO EE C-Llti AND /F /1Al'yrt/~_ ` Tr% E_ -1 FOLLOU/S % , r I = MAX. OF i NOTE! ; YFE -T' NANGLt: 7-11-1 A L 6N LP i/L s 8,4cr, EJV t -i JF ELD6s SCALE; '/A' =/' -CJ•'- - T`f 1 0/' e/ NA5 _ - 1 • 3/4 445 0 Mr • TYPICAL OF EJTh /,4LVES OF Ffr. T FLO FGF-, LLDGS 73' R16/ -IT HALF OF GUILD/,t/6 /S M/,,WR i A_'E 7' 1„ FFJ 3/4. Or EDIrh YMCA/LS U/= Fi;'; T FLOCK FDk ELDGS A` -C € ' LEFT HALF Or L UiLD/IYG RISEf\! °LCG 'L' FIRST F( DOR RLDtrs Ar.` SLALt: SEE 4T LEF A .14 0 4-6 - -7 2-0 -0 q-7 nri THE COMPLETE LINE/ 151053 • 0-7 I 0 " K 144 -a 1 11 ► 1 fo 0/ 3 -9 2-8 6 2-- 2-6 4--0 rt- I y 7f9 16-0 ic T C: 7-q k k y >_ 21@ i. 1 NA e ii C F, 4 - / ;0, — 0-6\ 1 -11: 2-10 S-0 - 5-10 1-0 ALL WET _SYSTEM Fir-IN6- SF COND FLOOR iLD6L AS D E. t f=-� = 1 ;�� -�,� 11 f �� t !¢ y 4,,1 . ,„ v� I �� :1_,.• f' _ 114 ! !!� _ z � O-6 E = P 2 iiZ t14 8-{ 1 7-11 �C'_j=c� +-" 9-0 9-u v Vrn -0 1-C) ! 4-11 O = ' r.;1rVj / I Z - 0 1 !c -Of I� it -/ (� ► 3 /- t3 -10 1,11 er N ra 0 r. fin I 9-2 t 4- 1/4 7-11 8-3 NOTES DATED 1712/ -f --7I. DEcIC,IN /NIL UCL 11/1/111Cli C,HAlL:LES HEAD5. ALL ATTIC FiE/N6 TO 8C STEEL. MID HEADERS IF NLI-1DED. SPACING- 01- PAAit;-EAS TO fl_f A1.5 .FOLLOWC: jAl`f I" MAX. OF Et,"„20..Cat. TO l'AEUENT "TENTED- auER IT (EY OTHER -5). • Az EFNZ EANZ L HANGER LEGEN COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND zin fcr SPRINKLER ORIFICE SIZES AND TYPE 156 13 116 12 SPRAY 17 32 SPRAY 2 SIDEWALL 41 DRY TYPE 6 TEMP RATING 0 165' 420C 2136' z t n 1/2 1 1/2 1/2 STAII SPRINKLERS USED Wt. IN.PE 0 XL -REL 4 REL. TOTAL FITTING LEGEND APPROVALS RE.QUIRED SN SHAPED NIPPLE TEN THREADED SHAPED NOkE DISTRIBUTION 1 QUALITY CON rROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SI-10%.,VN THUSLY (1-6) WHICH ARE END TO END. 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION' 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6 JOINING OF PiPE AND FITTINGS, THREADEE) AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO EE PROVIDED 9. PAINTING OF PIPE AND EQUIPMENT (IF REOUIRED) TO BE PROVIDED By ori4EA5 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED By or HER1 DESIGN CRITERIA AND PIPE NOTES REVISIONS MK DATE BY 17 Q2 A A A CONTRACT WITH: 6310 SOUTLICENTEA TUKWILA 93123 21S- 2t/1 CONTRACT NAME: 6 NE) AVE. 5OUTH APARTMENTS PRE PROTECTION TACOMA WA qh421 mrni DT DESIGNER DATE SHEET JOB NO. hy•te../L-Art,),f,, ovc.r2 orit,, fiv A7-7- "5,1: 7 „A 11-7 (11 017-8 E_..$) • Sr 644 - /A-5, /5 11/0L_") MTf3C PLAcE/D 3 eF---)Izc_ /5 (.1 ) 0 -17-4 0 0 SLOPE To PIZA MIN. 4 A/ -2 7-C ris.J Tr;c_ To S •-) 1-)w \-1 `nrCr-A / +QC I r•fic ri_AcC PL, -,S -c).3 TJP PLIAS re,' OF 1" -C -L-4 t 14111111iMilik 4 13c..7.nv_..7 _7A-4 0 0 „Y C. P v Cui383-__mi- 8-7 UN C - IL_ S $.73 - TOP OF Ph^ SLAB B LI D 1 Liv FIN/SHE-0 f -LO€ .FLEV, 01.-12,6 F-/ /GT,z1 BLDG F-2. 16?,1' _Rt_t)G. 13 - I G ( BLDG 1I3' LD6. 16. • l'1.18_)/ATZ-r) F took Ea /30.0' rcH,, /33 7-5z /32, 25' / 1-1Z.Kr0 eDT R_AGE: 55 CL tr'1 .- ijjJIIII1111 on A t BUILDING .SECT/ON / Party Wall Assemiply_ (1) layerSle 00,6 typc•°x" atitacred with screws ar ic 0. C. double row 2x4 or 3)(4 Studs (per frainin,9 Flans at IP' 0.C, on separate plate spa( ed th aparr, 4" NI 0-312ss sou rd cotyI b atm sulatiom (b01h Ittd \Arts) I) Iaytr 575'" evil/ type -)e ache el with screws t 16' U.C. WIIasrhIype(ac4wtca!t2S 11 75-- 0, S T c57 ) Party Floor Assembly Carperiod hyrifitpad over 1112..4 L161 -I TV/POO-cow rM-- toPron3 or 64?T&G plywood ve r2_A perframoy, F-16) 117J.ttlei sulaTic v.) if) jot st c aviDes,51,etype "A" ski/6 on RC I res.be.tctiahneis at24!' 0,C. Sou' tritest id- eance; Gypc 1 -I rc =60, Exterior Wall Assembly JX 6 beveled cedars, dinloverbuildik4 parer aVer 1/24P-Xt, 9yp. Skee11/871, 1/2." C 0 piywoadori/2.," a Se. at c hear wills per ctruct14-411 2G ;Iticis• at 164 oc, -foil faced fibev /4 SI battiriNiation, 578" gwb type' 1 at 01"k .t-Lny C62 e C ip r-- tZCi4 \v•N -rat, LL 'CALf /La" Deck Assembly Elastc rnera.ware qrfd ereki3P,Qt/eV5//il'A-C i&G ply kitioci r MIRA spearcotiebielvz-r2k cart/eve rdjoistItaerstroicto40 with ribebrolim In" perfoat dia.) tosrtarretrf,'C't!-_4 Wer r taflv ext. 5/ t4 W.r, 9yr. she 0-.)+1 toiders-,dt of 60n -bilious SrLJJvent, - Concrete Slab at Garage 4p,,,,rtf, stall s -tope 1/8"Ferfooci cirai, foot i separatim- type cart k igas,p9w/th vv'wr,titled perstrceurcii rotes j 4-" shed 'ram mipelyerilkrf/tEdecr harrier, Interior Bearing Wait Ty Pe"x"902, 3X4 2x6, of 2x4 studs at I G" o c,. with 5/8" type 'x' gwb. ALL z5c. , . oLirstoci_ FLA. Al DRY SYS ir/t/ 11 RISER 1 TEA/I S AWG LL IRIN81 OTHEKS: 0 4". CQoovE_A GROOVE St'/,JG CHECK VALVE, 3'"coodc-x GROOVE COA/TRo1._ VALVE w 11d/LT-/M TAA/PEIrcA /. v Ara- F -L -0W iNDIcArak 60 4* my PIPE VALVE 0 PRE SIC gE 1•41 I TC (Z) Com 2/MAT-MA/ /N DRAM/ VALVE /IND E Sys rf--- IV1 J-Atsprcv.es TEST VALVE. 0 com Yi• HEO V /J 7.44//1 LEV' Alk P /0" EL EC 7R/C BELL. FRoVIOED ..,e/ o TH S : CITY I/ATE A )2.5, GATE VALVE C- 120A0 i-Joctti EiVERAL NOTE REVERSE RISER DETAILS FOR san_DIA/Gs- "D"2'1F-11' pRovi DE 0°F mum HEAT 14' V/ILVE R00,11. By OTHERS. ! 165°F OR 2_12! F HEAD TO BASE MEA/ r HEA SUPPLIED FROM VA LVE TRIM, Fc' ,S, A PPR° x 1 MA my 24s1 x 1-0" ACCESS- DOOR, OR P,4IIJEL BY GE N ERA L- CONTRACTOk co .440 _SFr ST/kr ,4r FLANGE RISER DETAILS SCALE 1 100. CITY BLUE PRINT 135054 REVF R,CE" DET/LS ,4S REQUIRED, • OF C' ifisER Ours/DE FACE OF CVC'(TE Foenfi 6 MITCH FOOT/AI& NF -? FAR kL-Ck-g, _ GARAGE /VAS 011,; • STA. ir2s I- -I- FINIrFv - BEYOND AS /ZE6tuik'ED, ,EC. £1-1)G. NAs- 4111-i - - -10 nit ToP OF goof - f Lev 3" TOP OF Borrens c/-f0k D • t-LEv, TOP OF GAGE ROOF Tea_ff EL EV. 2-I '-/ 0 " SEC-0AI° FLcJ2 ELEV. 17 GA k AGE nook FLEV, 13'-/4" %...."1 EWER GE -4/ C' ACC ES'S tic tLJIIt (Th )12..iv--"" vvE, '0 5,5 OE ,,J 2-rr FtooTZ ELF', e" -c?" BAfEjiE,'JFLwR 51._E- 1/, Q' -c/' 14 L. tte I-4,1;1101A- -fl' F2 , r 8 2Aft, F-1 wEisr PROJECT SITE NTS HANGER LEGEND "U" HOOK COACH SCREW ROD D E F TOP BEAM CLAMP EYE ROD CEILING FLANGE 4 11 J SIDE BEAM BRACKET "J" BOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT POWDER DRIVEN STUD R WEDGE ANCHOR T Li V FITTING LEGEND F P SLIP FITTING PIPE -O -LET SN SHAPED NIPPLE MT SADDLE ZERO FLEX COUPL. 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND CJI cr 0- = SPRINKLER ORIFICE SIZES AND TYPE CC CL 1E— LLI 1=1 UJ C - 1.1.J Er, 1/2" 3/4" -- SPRAY 16 8 16 2 17 32 SPRAY 1/2" 1" 3/4' V' 1/2" SIDEWALL 3 7 1 8162 < 1/2" 1" R_ c_A•zp LiLo l) PIP 8,(.. 1:1 1T4LL 1,..„ gL.:: H ar''' " 1-v_e -7rA8c1' A7- 6" nock - Q •.3r- ' 1) 1 ./4-.5 • " - 7 L j -11 - 4- F-121sr" El _ B f-NATi Oh) AJt_t•-•••., "D. ILI I ST EASE GATE VALvC AA,') y/,2.1) /A., v/JI-V-z-s , y aril CIL 21/L1 IAi2D FDC. 5 -TWINKLER VAULT ASS E M SLY °y omEs:” Airs RODj 13 Lactr RTEs-T tIALOEGROWA/D Phci/VG PER AFP4 12,e2g, ALL uAinc-6kcimi,o "a/ °MEV • ". „ --r- A a \N* 'f\) ) • ---irAT k1i0uAL-- '• 35 PSI vc di) '5, /47 (1-Z-0-,) 1"r- 0 FV.M L.,;•51212, C--11CC. (0Z -14 ")0) E Lv. PS t I3" _O/ti /.9 P 'ft ifdF-1 /'#7 /ko../.; ry ki) Sr() N W000 BLVO 5 CX "4 4 11 1' Del -AA.,' plc 60-106 13 r 1-11 4 -4 A./ •••••, 12. ‘..,t_1) 2dve e sr c 1?AsE. A Fr - A 13 0 13 2A11) HG /17" & AKE L_) 4 Afl TUKWILA' fIRE DEPARTMENT callt, 575-4407 and give tlIcs jpb No. $'! 7$ and exact a dress for shuta down or re toration approval.; S I TE PLA SCA LE" /"30'-C 15305 SUNWOOD BLVD 91-S-073 • t5' , r2 DRY TYPE 0 1", • 1 - TEMP RATING 165° 212° 286° 350° CI 500° a- '43=, 0 t 1/2 1/2 APPROVALS REQUIRED C /Ty OF 77-1rvl 0 iv'WEiL DISTRIBUTION C1T/ or MM./ILA 0 IV A/ FP 2. 3 S FS 2— ..014,01111NROw .) • QUAN °•A 14; SI (71 -a .• • 1 0 ••—•,_ • •=i -t W Cr"). !Avg, - 0 • r .c 3 -- 7J o Z. 7, (7). Lc; 1`." e; • , 0 0, Z3 — r+ \,4 TOTAL '‘IIS SHEET • **h CD co (1) cn • GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4-‘t 2.4 LA TE:Cr ED may, 6. JOINING OF PIPE AND FMINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, LAT ErT ED/7/t/ 7. OWNER TO PROVIDE ADEQUATE' HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY ()TWEET 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 0 TH ERS 11. CUTTING AND PATCHING (IF REQUIRED) TO BE PROVIDED BY OTHERS . CONTRACT NAME. _GZN--12 AVE. South Apartments e6E Ave South g S on/ 8 / vd. _TUKWILA jWA. CONTRACT WITH: STEIN VALI.- COA/SI: CV. 1-„N LA/..i)12; z 2- 49. 0 MAN 24 1991 SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 (206) 473-6967 CONTR REG. tsia SMITHES1360T DESIGNER aos-tro VIC/1 DATE SHEET 0F3 • JOB NO. 00/ OPEN T- (-1 - iS NA •1 ./ CL tr'1 .- ijjJIIII1111 on A t BUILDING .SECT/ON / Party Wall Assemiply_ (1) layerSle 00,6 typc•°x" atitacred with screws ar ic 0. C. double row 2x4 or 3)(4 Studs (per frainin,9 Flans at IP' 0.C, on separate plate spa( ed th aparr, 4" NI 0-312ss sou rd cotyI b atm sulatiom (b01h Ittd \Arts) I) Iaytr 575'" evil/ type -)e ache el with screws t 16' U.C. WIIasrhIype(ac4wtca!t2S 11 75-- 0, S T c57 ) Party Floor Assembly Carperiod hyrifitpad over 1112..4 L161 -I TV/POO-cow rM-- toPron3 or 64?T&G plywood ve r2_A perframoy, F-16) 117J.ttlei sulaTic v.) if) jot st c aviDes,51,etype "A" ski/6 on RC I res.be.tctiahneis at24!' 0,C. Sou' tritest id- eance; Gypc 1 -I rc =60, Exterior Wall Assembly JX 6 beveled cedars, dinloverbuildik4 parer aVer 1/24P-Xt, 9yp. Skee11/871, 1/2." C 0 piywoadori/2.," a Se. at c hear wills per ctruct14-411 2G ;Iticis• at 164 oc, -foil faced fibev /4 SI battiriNiation, 578" gwb type' 1 at 01"k .t-Lny C62 e C ip r-- tZCi4 \v•N -rat, LL 'CALf /La" Deck Assembly Elastc rnera.ware qrfd ereki3P,Qt/eV5//il'A-C i&G ply kitioci r MIRA spearcotiebielvz-r2k cart/eve rdjoistItaerstroicto40 with ribebrolim In" perfoat dia.) tosrtarretrf,'C't!-_4 Wer r taflv ext. 5/ t4 W.r, 9yr. she 0-.)+1 toiders-,dt of 60n -bilious SrLJJvent, - Concrete Slab at Garage 4p,,,,rtf, stall s -tope 1/8"Ferfooci cirai, foot i separatim- type cart k igas,p9w/th vv'wr,titled perstrceurcii rotes j 4-" shed 'ram mipelyerilkrf/tEdecr harrier, Interior Bearing Wait Ty Pe"x"902, 3X4 2x6, of 2x4 studs at I G" o c,. with 5/8" type 'x' gwb. ALL z5c. , . oLirstoci_ FLA. Al DRY SYS ir/t/ 11 RISER 1 TEA/I S AWG LL IRIN81 OTHEKS: 0 4". CQoovE_A GROOVE St'/,JG CHECK VALVE, 3'"coodc-x GROOVE COA/TRo1._ VALVE w 11d/LT-/M TAA/PEIrcA /. v Ara- F -L -0W iNDIcArak 60 4* my PIPE VALVE 0 PRE SIC gE 1•41 I TC (Z) Com 2/MAT-MA/ /N DRAM/ VALVE /IND E Sys rf--- IV1 J-Atsprcv.es TEST VALVE. 0 com Yi• HEO V /J 7.44//1 LEV' Alk P /0" EL EC 7R/C BELL. FRoVIOED ..,e/ o TH S : CITY I/ATE A )2.5, GATE VALVE C- 120A0 i-Joctti EiVERAL NOTE REVERSE RISER DETAILS FOR san_DIA/Gs- "D"2'1F-11' pRovi DE 0°F mum HEAT 14' V/ILVE R00,11. By OTHERS. ! 165°F OR 2_12! F HEAD TO BASE MEA/ r HEA SUPPLIED FROM VA LVE TRIM, Fc' ,S, A PPR° x 1 MA my 24s1 x 1-0" ACCESS- DOOR, OR P,4IIJEL BY GE N ERA L- CONTRACTOk co .440 _SFr ST/kr ,4r FLANGE RISER DETAILS SCALE 1 100. CITY BLUE PRINT 135054 REVF R,CE" DET/LS ,4S REQUIRED, • OF C' ifisER Ours/DE FACE OF CVC'(TE Foenfi 6 MITCH FOOT/AI& NF -? FAR kL-Ck-g, _ GARAGE /VAS 011,; • STA. ir2s I- -I- FINIrFv - BEYOND AS /ZE6tuik'ED, ,EC. £1-1)G. NAs- 4111-i - - -10 nit ToP OF goof - f Lev 3" TOP OF Borrens c/-f0k D • t-LEv, TOP OF GAGE ROOF Tea_ff EL EV. 2-I '-/ 0 " SEC-0AI° FLcJ2 ELEV. 17 GA k AGE nook FLEV, 13'-/4" %...."1 EWER GE -4/ C' ACC ES'S tic tLJIIt (Th )12..iv--"" vvE, '0 5,5 OE ,,J 2-rr FtooTZ ELF', e" -c?" BAfEjiE,'JFLwR 51._E- 1/, Q' -c/' 14 L. tte I-4,1;1101A- -fl' F2 , r 8 2Aft, F-1 wEisr PROJECT SITE NTS HANGER LEGEND "U" HOOK COACH SCREW ROD D E F TOP BEAM CLAMP EYE ROD CEILING FLANGE 4 11 J SIDE BEAM BRACKET "J" BOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT POWDER DRIVEN STUD R WEDGE ANCHOR T Li V FITTING LEGEND F P SLIP FITTING PIPE -O -LET SN SHAPED NIPPLE MT SADDLE ZERO FLEX COUPL. 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND CJI cr 0- = SPRINKLER ORIFICE SIZES AND TYPE CC CL 1E— LLI 1=1 UJ C - 1.1.J Er, 1/2" 3/4" -- SPRAY 16 8 16 2 17 32 SPRAY 1/2" 1" 3/4' V' 1/2" SIDEWALL 3 7 1 8162 < 1/2" 1" R_ c_A•zp LiLo l) PIP 8,(.. 1:1 1T4LL 1,..„ gL.:: H ar''' " 1-v_e -7rA8c1' A7- 6" nock - Q •.3r- ' 1) 1 ./4-.5 • " - 7 L j -11 - 4- F-121sr" El _ B f-NATi Oh) AJt_t•-•••., "D. ILI I ST EASE GATE VALvC AA,') y/,2.1) /A., v/JI-V-z-s , y aril CIL 21/L1 IAi2D FDC. 5 -TWINKLER VAULT ASS E M SLY °y omEs:” Airs RODj 13 Lactr RTEs-T tIALOEGROWA/D Phci/VG PER AFP4 12,e2g, ALL uAinc-6kcimi,o "a/ °MEV • ". „ --r- A a \N* 'f\) ) • ---irAT k1i0uAL-- '• 35 PSI vc di) '5, /47 (1-Z-0-,) 1"r- 0 FV.M L.,;•51212, C--11CC. (0Z -14 ")0) E Lv. PS t I3" _O/ti /.9 P 'ft ifdF-1 /'#7 /ko../.; ry ki) Sr() N W000 BLVO 5 CX "4 4 11 1' Del -AA.,' plc 60-106 13 r 1-11 4 -4 A./ •••••, 12. ‘..,t_1) 2dve e sr c 1?AsE. A Fr - A 13 0 13 2A11) HG /17" & AKE L_) 4 Afl TUKWILA' fIRE DEPARTMENT callt, 575-4407 and give tlIcs jpb No. $'! 7$ and exact a dress for shuta down or re toration approval.; S I TE PLA SCA LE" /"30'-C 15305 SUNWOOD BLVD 91-S-073 • t5' , r2 DRY TYPE 0 1", • 1 - TEMP RATING 165° 212° 286° 350° CI 500° a- '43=, 0 t 1/2 1/2 APPROVALS REQUIRED C /Ty OF 77-1rvl 0 iv'WEiL DISTRIBUTION C1T/ or MM./ILA 0 IV A/ FP 2. 3 S FS 2— ..014,01111NROw .) • QUAN °•A 14; SI (71 -a .• • 1 0 ••—•,_ • •=i -t W Cr"). !Avg, - 0 • r .c 3 -- 7J o Z. 7, (7). Lc; 1`." e; • , 0 0, Z3 — r+ \,4 TOTAL '‘IIS SHEET • **h CD co (1) cn • GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4-‘t 2.4 LA TE:Cr ED may, 6. JOINING OF PIPE AND FMINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, LAT ErT ED/7/t/ 7. OWNER TO PROVIDE ADEQUATE' HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY ()TWEET 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 0 TH ERS 11. CUTTING AND PATCHING (IF REQUIRED) TO BE PROVIDED BY OTHERS . CONTRACT NAME. _GZN--12 AVE. South Apartments e6E Ave South g S on/ 8 / vd. _TUKWILA jWA. CONTRACT WITH: STEIN VALI.- COA/SI: CV. 1-„N LA/..i)12; z 2- 49. 0 MAN 24 1991 SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 (206) 473-6967 CONTR REG. tsia SMITHES1360T DESIGNER aos-tro VIC/1 DATE SHEET 0F3 • JOB NO. 00/ • c.iv d FIXED SHELVES No AkTo, rPRY., 34 '0 r PECK A- i✓E HG 1 J 0.1 A+SJ CT., a.) I3E DkooM DEc Ks AavvL - 1-- DYING DYIN P A � �L Fx 7fNjEu /1 covEk.+�GE• S/-om 4 F,OS, \ ., DECK ,4L3OVE - BEDRooM I //t-� D StIELV�S 4 fixE NG Avra, SaK HALL. i y DRESS INC, CtO ( DRESS/ 13 Adv] I/0,: F O•f I- —I DRE Ss� Gt0 r. , / 13 34 n DECK ASovE 1 BED Roo M * r L/ V/NG \Et/ (Am 1 Al Ea4M. 7Q& Foe 0 I 7'-b" T ' ` Ag. Fo.r,=u S dtiA) v�okrrzHEN 4.E E7 4 Ex T FR. lox rerczy I -I HALL /0 4 - TtY DDFC K GJNra` � r3— n>zv- Oilp 1 DINNING 0/ 1, 2 ►rcrlE�v 4 V rZ / `Ij of. p / $!� rH /,, F • RASA I 8 ENTRy c CcusFr ` c (2c --1) z \0-? i 1-1nre 0 N f F_:Sr.�.i>cE to F.o.S. LlY/A/C, F A4. J l.le,yrCD tvl FLWE Clift Fr DINNING BED to0A1 TYPICAL- BOTH HALFES OF 1ST FLOOR FOR LOGS. :8/ en'. FLOP FOk RIGHr HALF OF FLOOR. OPE Iv ECX: 0wrli DE E�✓TR% N CA -TC• ST•)wa6E 06, 7'-0 s F.S.D 0 -/ ®� r 1 34 1; MI &4T f CLOSF_7b t/, rPP,iisTr,..; \1 r ci'r TY Ptcac=or c_Pi/c- A13J] CT'4P) BE Room L -.ACLS 'n• N�<a T O 5TJii- (�E AP -E 13'1 Gt_G{ DECK ABogE - — 414 A Tilt RISER FoR •Dl'oIJLy. FLIP FLOP ,4T7/c P/A'G. a° 4l9 l A° Nub tvQ1 -13 46, STRuc T� r" -- Z tO (-IL" G-ci- 2-X Ci \ :301 - •N --- 0 0 0.4 ti BASE/VENT FLOOR SCALE /10" pEC►( FiTEMDr4 fiwf.26E 1 Ge•S. LIV1M& DIN/NC' (3f3ROGM n 7'0" L/V IWG. FixED DEEss 4.14 EF744 4 Feu,. EetwAt PnWiti Ift 14 fri 7- / COVE gAGE 2 EDA0eM BOTH 111 sr, lizr INTER. LAND. • BED RODM r-- 41°) FLIP- ri_or Fog LE FT HALF OF FLOOR - oPEN DECK • j2%?); Z PP A803 - TN E t3 :rrTorA vF 3015T 5C E 4-r. 1 of -5 /IT $C--APQvE. -pp J= SO-7—.or" 10ILO Di TBvSS 4rrIG RIrER Fog l3LQGS,A' 8' C' & E. ArBr-- v ,L ti Z�l 5-4 4-I 9 -5 f--1Oodi E- O t P� BLDG', /41B,C, D/c�,'F At• tS G0.4 4AJ%i L t(1 Vd I (. ic,ESQ ' �' � 1t iO t.itt•S -- tib ' `9o`�o�rp Va�� C Iii " ►',� - A.' /C- SPR/N/rL EP HYDRAULICALLY MOST DEMANDING AREA s ti —1�__ sz AT 52,49 psi ,err OPER, TRW -re • A 1-7—/ PLAA/ iet,oGs. c...„____,..---...,_ BASIS OF DESIGN' DENSITY OF GPM 4- 3-4 1— OVER AT PRY Si DE WALL tv/ v HANGER LEGEND A "U" HOOK COACH SCREW ROD TOP BEAM CLAMP EYE ROD CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR FITTING LEGEND SLIP FITTING PIPE -O -LET SN SHAPED NIPPLE MT SADDLE ZERO FLEX COUPL. '11-1'" 2 - WAY EARTHQUAKE BRACE + 4 - WAY EARTHQUAKE BRACE JDSTRUCTURE TO CENTER LINE OCPIPE IN INCHES SPRINKLER LEGEND CC c3 SC cc CL SPRINKLER ORIFICE SIZES AND TYPE CC 41. LLI LLI CL 5 3 7 1 0 1/2" • 17 32 SPRAY Ei SIDEVVALL 1 1/2" –2 DRY TYPE TEMP. RATING 165° 212° et 350° 500° CC CC Ct- CL cra 112 VI 0- 1/2 1 1/2 APPROVALS REQUIRED 0 LINER C17Y 7-011./ILA 7 SPRINKLERS USED QUAN SYM TEMP DESCRIPTION /77 DP RELIABa--MaDEL4G-21-131?-aviE, 212 3 TOTAL Foz- ALL .5—SLD6S: //25" '7/ 4 /.2 75 TOTAL THIS SHEET GENERAL NOTES . 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 7. OWNER TO PROVIDE ADEQUATE" HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHER'. 11. CUTTING AND PATCHING (IF REQUIRED) TO BE PROVIDED By 077:11 - CONTRACT NAME: 6-2 4/1) AVE Selith Apart-Me/Its _ .5/k ' SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 (206) 473-6967 CONTR REG N40 SMITHFS1360T DESIGNER DATE SHEET JOB NO. CITY BLUE PRINT 135054 5. HYDRAULICALLY MOST DEMANDING AREA Ei'sfriA- Du LI v 146, 0 TA NI 0 4 SYSTEM DEMAND: 5'2-'0 GPM REQUIRED AT 54,g+ PSI AT BASIS OF DESIGN' DENSITY OF •i° GPM OVER 1,50-4 CRITERIA SOURCE' iNottr vt Otv SHEET" 01 o F3 tei AFT DRY IZIS 4-1 • o r • 17/ OursiOE rwTRY it, 0C 0 ive Ili< 4 io 01/ 4,4 13,4 L 277 ir j 125 It& DETrk AlittE5 EDGE OF /477"/G sysTFA sir e. vv viV 9 IA ti Clk ATTIC FLAW 044 ZJ 1 tTY P) Aryo • HYDRAULICALLY MOST DEMANDING AREA "I- 04" FLA SYSTEM DEMAND' 01'92 -GPM REQUIRED AT 5Z•33 PSI AT fros BASIS OF DESIGN: 'DENSITY OF °•12-S GPM OVER / °° F YE _rock Er NGFIZ 1 -/FA DEW 1 rr TEE item mei 1 I'S AT 5 ATUID 2x4 DE FLEcrOie 41/2_ TO 6" 8or ivAiLr • FoREM ANS NOT -Es F -K41 SPRIA/KLER HEAD TO PRFVE-4/r- LIFT-- OP HAIVGER IX' Car ZX /0's THr vERT/cAt IVO if SCHEDULES'. FIELD FAgielcATE THE HANGER LEGEND "U" HOOK COACH SCREW ROD TOP BEAM CLAMP EYE ROD CEILING FLANGE SIDE BEAM BRACKET BOLT SHORT CLIP "L" ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR V lAt FITTING LEGEND SLIP FITTING PIPE -O -LET SN SHAPED NIPPLE MT SADDLE ZERO FLEX COUPL. + 4 - WAY EARTHQUAKE BRACE ./.0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND CC cm SPRINKLER ORIFICE SIZES AND TYPE CD CC 0. UJ LLJ 1/2' 1- SPRAY 16 8 16 2 • 3/4" 17 32 SPRAY 1/2" SIDEWALL 1/2' 3/4 1/2" 2 DRY TYPE 1 • 1" 1" TEMP RATING 0 165° Qc 286° e 500° LU Ct- 2 0- 1/2 1/2 1/2 1/2 APPROVALS REQUIRED Clry or TWA-kV/LA- DISTRIBUTION SFS zwc. 7 QUAN q6 0 SYM TEMP SPRINKLERS USED DESCRIPTION J6.5- HfSk/ RELIABLE Mott -1'6-3' BRawL-- 165 D p RELIABLE MODEL G-3' BeonisE 212 260 2 360 1_11,1 c_- LgavviE Z74 TOTAL THIS SHEET GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY (1-6) WI-IICH ARE END TO ENO 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4 PIPE HANGERS ANO METHOD OF HANGING TO BE IN ACCORDANCE 1NITH NFPA PAMPHLET NO. 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 L_A-TCS 7— ED/770V 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, -SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, LATEST- ED/770/1/ 7 OWNER TO PROVIDE ADEQUATE. HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY 073-/ERJ 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY Orr/ Fes 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS. 11. CUTTING AND PATCHING (IF REQUIRED) TO BE PROVIDED BY OTHER'S , CONTRACT NAME. 2 -'1 -/LI. Ave. fogth A partineni-s 771k.14/11_11, WA. c. JAN 2 4 1991 SMITH FIRE SYSTEMS, INC. 4519n South Orchard Tacoma, Washington 98466 (206) 473-6967 CONTR REG NO SMITHFS1360T DESIGNER POSKOVICH DATE SHEET JOB NO. CITY BLUE PRINT 135054 ELDF-2 REC. &0C G-ARAGE -c i ZONE 1 WATEiL SLOW .ZONE 2. ?uu_STAT1cDuu5 ZONE1 wATEt_OW ZO Ne Z POLL STAT i cKS 2...o J t. wATE2 FLO W Z01.1E42 STAT to NS ZONI *1 \NATE2PLOW ZaNE412'FU1L_ "STA -1- I (INS ZONI 1 LaTE fL F ZONE Z PULL STATIONS zONE111 WAT E 2 r- LAW Zo J a RILL STAionl 5 Zola Eli wATE2fLnw ZcNEd2 POLL S,TG.TIDN5 ZouElli PULL 57 -ATI nmS *32Z.DNF P1(L6 A4uka-M? 14t:L LOCI ttDPJ. TONE 1 NEAT ECTIUP.I ZOKIE't1 HEAT 'DETECT ZONE41. 4-IEAT AT T E LT1 ON ZONE*1 N AT b'ETELTIoN ZONE 1 HEAT DETECTIDN 2 D3 LONxuIT —ThNs 12 uNeTS ZONA HEAT L:ETELTION LIN ITS A.C.C. LW T Z()NE1 ZU kEE1 VAE)T r TEL'"IOAJ HEAT .�`ETEiIJ�•1 HEAT:-1ELT10\1 NEA1 -t Tr [-TIC IV HEAT HEAT .ETELTIDINE Bum tri7 '1 DULT gLaulrir244 ; ONE 5 I[. N.4L FU,Z T evog _E, ONE -5 cC-:v.eir ro? 1- I'?� M5item t_ t=O2 EACH WAT&2 P-Linvv.8zo1JES. ONE L A &)1 L_Lb WHEN THE C.DI.ITRbL ?A!\lt:L ! 5 LOCAT kiSA RANA. HE OLITStGC OF THE PAr..1 =L 51-+AtAve A SIL -N wtTl-I nNE-ikict FUKWILA� FIRE DEPARTMENT ease call. 575.4407 rid give this job io. P UG C and exact address for shot= Gown or restoration approval: 12 ukIt'S uwtrS A.C.C.. ,T5 S. 144.. 6 v$ <,0v2T SUN tTS ! u 4l• 11141-r UNITS << FRE ALARM 3 - 8c( C.L1 ri WITHOUT COMMENTS. ® AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire. Dept. Additions, deletions or revisions to these drawings g a ,.r this G d---, e. �i. i!i void .his ti...., ;n .� c...... .,'li •require a resubm tai ofi.''3vi3=._. ir3.iings. Final acceptar.ce is s!: ! --;::?et tT field- ,.trl J 'O i i r I _..til l - 'o o? this II-ZQ�-qp '- -f- Tb Tvrw��4 r2 -s --go IZ-3-10 64- Ater - 3 -1-91 REV%Sep 15305 SUNWOOD BLVD 91-F-075 •••=11.16•01.110111. R : ♦ - `\ r = V4 —ThNs 12 uNeTS ZONA HEAT L:ETELTION LIN ITS A.C.C. LW T Z()NE1 ZU kEE1 VAE)T r TEL'"IOAJ HEAT .�`ETEiIJ�•1 HEAT:-1ELT10\1 NEA1 -t Tr [-TIC IV HEAT HEAT .ETELTIDINE Bum tri7 '1 DULT gLaulrir244 ; ONE 5 I[. N.4L FU,Z T evog _E, ONE -5 cC-:v.eir ro? 1- I'?� M5item t_ t=O2 EACH WAT&2 P-Linvv.8zo1JES. ONE L A &)1 L_Lb WHEN THE C.DI.ITRbL ?A!\lt:L ! 5 LOCAT kiSA RANA. HE OLITStGC OF THE PAr..1 =L 51-+AtAve A SIL -N wtTl-I nNE-ikict FUKWILA� FIRE DEPARTMENT ease call. 575.4407 rid give this job io. P UG C and exact address for shot= Gown or restoration approval: 12 ukIt'S uwtrS A.C.C.. ,T5 S. 144.. 6 v$ <,0v2T SUN tTS ! u 4l• 11141-r UNITS << FRE ALARM 3 - 8c( C.L1 ri WITHOUT COMMENTS. ® AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire. Dept. Additions, deletions or revisions to these drawings g a ,.r this G d---, e. �i. i!i void .his ti...., ;n .� c...... .,'li •require a resubm tai ofi.''3vi3=._. ir3.iings. Final acceptar.ce is s!: ! --;::?et tT field- ,.trl J 'O i i r I _..til l - 'o o? this II-ZQ�-qp '- -f- Tb Tvrw��4 r2 -s --go IZ-3-10 64- Ater - 3 -1-91 REV%Sep 15305 SUNWOOD BLVD 91-F-075 •••=11.16•01.110111. R Wt 4c r2.6 ticuPcit_m t4 eL Loc./1110Q —1------- 1 --1- 't i" - 1 -- 1 1 r7— i 1 I Mank goo We Aptecia p.1.4 Sakai PrP"ILD '41 L WITHOUT COMMENTS. -o AS NOTED IN RED o PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwil3 Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this depErtiTent DATE:)7_- 5--V By: (1"1,%----(.7./ CITY OF TUKWILA 5-22 575-440/ 1 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job 12 ut.4 ITS s 014‘1"5, UN ID') AC.C. S. VIC .8 1 a"'DS cotewer .•_ FiRE ALARM 3-- SOX 5 1TE F I RE ALAR M CONDurr t vat ITS 12. Lit -a yrs (11.1t/ UN tr5 64441C - um ITS t( 5i4"CoNt Dui T I D fa uN UN TS U r$ AVT, SITE 7mE-Aa_kRte‘cotau w 'L. SO '• and exact address for shuts down or restoration approudi LIJ >- cJ L9 i 13 I 3 1990.-. ULIT-7-Q2" -"Tao 1Jf 15305 SUNWOOD BLVD 90-F-325 A I D 44 • a • STE I NVALL }- 2 w 1 1- a. 2 3 (ti N 3 0 V) w z J 3 .10.1111. 1 �tZLtSE 1Zco rrt M/g 1 Lc) NF EC ' L DG i A 1 N FLOol ,-2,s(t.i~ 1/4 1-= 1=0" \ A 4 oFFi C� REL. SLDC=.- F 1 RS /\LAR rpt R► �c t �.�. 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