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HomeMy WebLinkAboutMIS96-0239 Sprinklers - FIR Permit / Conditions - 5/1/1996 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 P F "M 1 -t- FOCI I NSPECT i ONS CALL $77 9670 MI S9B--0239 PARCEL : 123282.390004 PLATS D I V s? BLK t? LOT 0 JOB ADDRESS t NF 24230 STATE ROUTE 3 Unite C. BFFA IIR AP'L I CANT i WEST SAY AUTO *WNER : WEST BAY A1110 � t EC4AL. r $1 01, F 4F 1fi TO 9 OF SP 12417 � PROJF'CT DESCR i PT I ON c SPRINKLER � �:4P6OJFC7 LOCAT I©N o OM BEl FA IR 00 NORTM ,- pW HWY 3 TO MC 1)ONAI_DS HAMBERGURS TURN R I ONT TMCN LEFT UP THI~ "ILL TO ,.416ST UNDER MCDONALD D. OJ t C•T NO T,E S : TYPE AMOUNT BY DATE RECEIPT PRMT S 35 .00 KS 05/01 / 98 150 T4��AL �: ►of ! OWNFl� ar AGENT DATE MIS PINT. rev► 041/1142 COMPLIANCE TO ATTArHED CONDITIONS I REQUIRED CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date b date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date n i -� qLa by date by MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PF- FA I T (': 0N0 1 T 1 ON Casey No . , MI S96-02 39 For i WEST BAY AUTO Pagee $ 1 1 ) 1 . HYDRO TEST AND FLOW TEST REQUIRED . CONTACT FIRE. MARSHAL 24 HOURS NOTICE . 2 r^I SUPFAV 1 S I ON OF ALL FLOW'CONTROL VALVES W�REQUIRED . µR" CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by ---- -' • 1NIELL1SYSTEMS, INC. PAGE 01/01 Fire Department Confidence Test Report Address- 2."�]-3o ts� Ste-« `t�-t_ 3 Date- a•'��`�o�o Occupied As- tLA--s"Cc y A%Nztb Name Of Tester . Control Panel Manufacturer- Model: �S-�\ Type Of Inspection: Quarterly- Annual- '*Yc Acceptance Other- Charge Voltage- .y Batte Volta e- \3 .3 Battery Load Voltage- 1 Trouble signal with AC power off.......................... ..... Yes ' No N/A 2 System operates satisfactory on standby power,•,,,,,,,,-•---••• Yes "A No N/A .....---•-- 3 All signals operate on AC power.................... yL No N/A .......................................................Yes 4 Have all alarm notification appliances been checked for proper operation.......... 5 All circuits checked for electrical supervision........................................................ N/A ......_.Yes >G No N/A ..... 6 Contra!panel checks made per manufacturer's instructions.......................................Yes X No Yes X No N/A 7 All auxillary equipment operates(elevators,fans,dampers,etc.)....... . ... .................Yes No 8 Central Station or remote connection........................ .. Yea No N/A Name of Monitoring Company t'CkzlcQrp 9 Key to panel avallaolg Yes }G No N/A 10 Operating instructions located at panel................................................................ Yes y- No N/A t t Service label or tag...................................... No N/A ........................... ...................... Yes X 7YES SFACTORY TYPE OF EQUIPMENT NO OF UNITS TESTED NO N/A TOTAL Audible Alarm Devices --` Visual Alarm Devices X Trouble Indicators Heat Detectors Smoke Detatctors Duct Detectors x Manual Pull Stations k Ventilation Controls X 3 Central Station 7C Annunciators X Elevator Call Down Auto Sprinkler Flow Switches Auto Sprinkler Superviso Switches k Fire Dampers/Smoke Dampers Auto Door Release Auto Door Unlocks(Failsafe) x Problems Found- Signature of Tester- IntelliSystems, Inc. PO Box 592-Port Orchard, WA 98366 Phone(360)895-7995 �•� Z'� Z8 -23- Joao MASON COUNTY STANDARD FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW PROJECT: �I�-S/ �JI'`7 - DATE: �8 LOCATION: DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: -7 OC) SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE ONE) I IIFR II-lhr* II-N III-lhr* III-N IV V-lhr* V-N 1. BASIC FLOW FROM MASON COUNTY STANDARD FLOW CHART; USE TOTAL GROSS AREA. FOR NUMBERS BETWEEN AN AREA RANGE USE THE HIGHER GPM FIGURE, DO NOT INTERPOLATE: 2Z.5 D gpm 2. IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm gpm SUBTOTAL: 22.50 gpm 3. ADD % SURCHARGE FOR HIGH FIRE LOAD or SUBTRACT % CREDIT FOR LOW FIRE LOAD PER M.C.F.M. SURCHARGE/CREDIT CHART; NEITHER TO EXCEED 25%: +/- gpm SUBTOTAL: �2 gpm 4. SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM:- gpm SUBTOTAL: Z gpm 5. FOR EXPOSURES MULTIPLY BY 1.00 TO 1.75** X 1. A 5 **[to determine exposure factor add a percentage for each of four directions (express as a decimal) and add 1] Conversion table: ft. % 0-10ft. = 25% N= 45 = 15 11-30ft. = 20% E= 31-60FT. = 15% S=�= / O 61-10OFT = 10% W= Im - 101-150FT = 5% subtotal: ( .75 maximum) SUBTOTAL: 2 G Z- gpm TOTAL REQUIRED FIRE FLOW: 3262, gpm- AVAILABLE FIRE FLOW:_4760 gpm # PER: OF: MASON COUNTY STANDARD BASIC FLOW CHART Page 1; Type V-N, III-N, & II-N Type V-N: TYPE III-N & II-N GROSS AREA [SQ. FT] GPM GROSS AREA [SQ.FT. ] GPM TO 500 . . . . . . 500 TO 1, 200 . . . . . . 500 TO 1, 100 . . . . . 750 TO 2 , 400 . . . . . .750 TO 1, 700 . . . . . 1000 TO 3 , 900 . . . . . 1000 TO 2 , 600 . . . . . 1250 TO 5 , 800 1250 TO 3 , 600 . . . . . 1500 TO 8 , 200 1500 TO 4 , 800 . . . . . 1750 TO 10 , 900 . . . 1750 TO 6, 200 . . . . . 2000 TO 13 , 900 . . . . . 2000 TO 7 , 700 . . . . . 2250 TO 17, 400 . . . . . 2250 TO 9 , 400 . . . . . 2500 TO 21, 300 . . . . . 2500 TO 11, 300 . . . . . 2750 TO 25 , 500 . . . . . 2750 TO 13 , 400 . . . . . 3000 TO 30, 100 . . . . . 3000 TO 15, 600 . . . . . 3250 TO 35 , 200 . . . . . 3250 TO 18 , 000 . . . . . 3500 TO 40, 600 . . . . . 3500 TO 20, 600 . . . . . 3750 TO 46, 400 . . . . . 3750 TO 23 , 300 . . . . . 4000 TO 52 , 500 . . . . . 4000 TO 26, 300 . . . . . 4250 TO 59, 100 . . . . . 4250 TO 29 , 300 . . . . . 4500 TO 66, 000 . . . . . 4500 TO 32 , 600 . . . . . 4750 TO 73 , 300 . . . . . 4750 TO 36, 000 . . . . . 5000 TO 81, 100 . . . . . 5000 TO 39, 600 . . . . . 5250 TO 89, 200 . . . . . 5250 TO 43 ,400 . . . . . 5500 TO 971700 . . . . . 5500 TO 47, 400 . . . . . 5750 TO 106, 500 . . . . . 5750 TO 51, 500 . . . . . 6000 TO 115, 800 . . . . . 6000 TO 55,700 . . . . . 6250 TO 125, 500 . . . . . 6250 TO 60, 200 . . . . . 6500 TO 135, 500 . . . . . 6500 TO 64 , 800 . . . . . 6750 TO 145, 800 . . . . . 6750 TO 69, 600 . . . . . 7000 TO 156,700 . . . . . 7000 TO 74, 600 . . . . 7250 TO 167,900 . . . . . 7250 TO 79 , 800 . . . . . 7500 TO 179 ,400 . . . . . 7500 TO 85, 100 . . . . . 7750 TO 191,400 . . . . . 7750 = or > 85, 101 . . . . . . 8000 = or > 191, 401 . . . 8000 Note: For type V-lhr. , III-lhr. , or II-lhr. use the base flow figure for non-rated (-N) construction. A credit for 1hr. construction is allowed as the second step on the "form for the calculation of required fire flow" . r WASHINGTON STATE FIRE MARSHAL'S OFFICE //�� FIRE SPRINKLER ADVISORY BOARD • • CONTRACTORS MATERIAL& TEST REPORT FOR HDOVEGROUND PIPING r.:.................�.....• —'*—=._.�_.___—......_._:s-----_..._:=...__._._;.:_ ;....._...__........�._._......._._. r�z:PROCEDURE ...__......._...___ ..._.---- __._... __...___...___.�,..._...._._.__.... ._....._.....__.:::::=: :::::. Upon completion of work,Inspection and toots shall be made by the contractor's ro pro sontalivo and witnassod by an owner's re pre sontative.All dafocts 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 repro sontativo s. Copies shall be proparod for approving authoritis,owners,and contractor. his under- stood the owner's representative's signature In noway prejudices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or local ordinances. PROP E D 7E WestbajAuto Parts _ PRO 0ate to 3; Belfair, WA. ACCEPTED BY APPROVING AUTHORITIES (NAME) CountyFire Marshal ADDRESS Mason County Building #3; 426 Cedar; Shelton, WA. PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES.YESI NO EQUIPMENT USED IS APPROVED YES ❑NO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION YES NO OF CONTROL VALVE AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: YES NO INSTRUCTIONS 1. SYSTEM COMPONENTS INSTRUCTIONS YES ❑NO 2 CARE AND MAINTENANCE INSTRUCTIONS. ®YES ONO 3. NFPA 13A ES ❑NO LOCATION OF SYSTEM' SUPPLIES BUILDINGS SAME AS ABOVE YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY RATING e is e _ SPRINKLERS Reliable SP G 1996 —" 7 1t 1 5 F R 1 1096 _it '1 40 PIPE AND TYPE OF PIPE Thinwall & Dynathread FITTINGS TYPE OF FITTINGS Cast Tr�n — ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE VALVE THROUGH TEST CONNECTION OR FLOW TYPE MAKE I MODEL MIN INDICATOR SEC. DRY VALVE MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. l� I y C � ( -NONE INSTALLE - DRY PIPE TIME TO TRIP TIME WATER TNRU TEST WATER AIR TRIP POINT REACHED ALARM OPERATING OPERATED TEST CONNECTION PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY MIN. SEC. PSI F'SI PSI MIN. • WITHOUT SEC. YES NO WITH 38 O.O.D. IF N ,EXPLAIN MEASURED FROM TIME INSPECTOFIS TEST CONNI:CnOrd I,OPF,N[cD 85A ------ (OVER) OPERATION ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC ' ' >'•I %:'•r :. DELUGE L PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES LJ NO +PRERCTION DOES VALVE OPERATE FAOM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS YES UNO VALVES IS THERE AN ACCESSIBLE FACILITY-IN EACH CIRCUIT FOR TESTING IF NO,EXPLAIN OYES [I NO 1.., µ:•.a1'rti•Y.n4;-r }• . DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXJMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE YES Nu YES NO MIN bIzU TEST tlyd ro«euc tow aholl w mode v rot r...a.n 20o peI(tom t.,)br t w hours or 50 peI(7A h+.).bov.aW k pr oaaure to erw.e of 150 pd(10.2 DESCR(P.TION,,, b.,y to two hour.. OW—vi W dry-pipe clepp.rs shall b.Ws.open durtng toad lo prev.nl derrv,ge.All aboveground piping l.ak.ge d ali be abppod' Edabllsh 40 pat�U ban)*Jr pr.aew and m.asuro drop whIch dull rot emcood 1.1/2 psi(0.1 b"In 24 hours. Tod prswU s"ad normal w&w .. level and air oronunr and msasun air rsawre droo whlch shall nod swcood 1 In osi CA bnj In 24 hours. fjIr`INU HYDROSTATICALLY TESTED A —CV PSI FOR " HR ,_ IF N TAT N DRY PIPING PNEUMATICALLY TESTED Ely—ES ❑NO EQUIPMENT OPERATES PROPERLY ❑YES ❑NO DO YOU CERTIFY AS THE.SPRINKLER SYSTEM CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS,SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TEST- ING SYSTEMS OR STOPPING LEAKS? YES ❑NO TESTS DRAIN READING OF(jAGE LOCATED NEAR WATER RESIDUAL PRE UR 17H AL IN E TEST SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE PSI UNDERGROUNO MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING, RIMED BY COPY OF THE U FORM NO.B513 &ES ❑NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER, ,, GROUND SPRINKLER PIPING 1EYES ❑NO BIANKTESTlNO NUMBER LOCATIONS GASKETS — NUMBER REMOVE LDED PIPING YES NO IF YES. . r.•.� DO YOU CERTIFY Z THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY �,A TH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3 P�YES ❑NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WE QUALIFlED IN T COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AP-3 OYES ❑NO _ DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A — --- DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER LDING RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED FIYES ❑NO CUTOUTS ` ' ' DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL `" DISCS CUTOUTS DISCS ARE RETRIEVED? 4 FUNCTIONAL"' DOES RE CTIO OYES ONO F N M EST RE FUNCTIONAL FLOW TEST RESULTS SATISFACTORY? RESIDENTIAL NTIAL SPRINKIFRS? YES " ' NO NAME PLATE PROVIDED OYES ❑NO • DATA NAMEPLATE IF NO,EXPLAIN YES ON- 0 REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: .• NAME OF SPRINKLER CONTRACTOR CONTRACTOR LICENSE AS FIRE PROTECTION INC. TESTS WITNESSED BY SIGNATURES F R PROPERTY OWNER(SIGNED) IT ' DATE FOR SPRINKLER CONTRACTOR( EO `T E FOR APPROVING AUTHORITY TITLE I CERTIFY THAT THE INFORM I HE IN IS TRU AND THAT HIS SPRINKLER SYSTEM WAS INSTALLED IN ACC RD- CE WITH RCW 18-160 AND THE RULES ADOPTED BY THE WASHINGTON ADMINISTRATIVE CODE AS ADMINISTERED BY CERTIFICATION HE STATE FIRE MARSHAL • JOHN 0. BAUMGARDNER NA1aE OF CERTIFICATE OF C,014PETENCY HOLDER(PRNT CR TYPE) CERTIFICATE REGISTRATION Y#391-95-4760 &a—l-of CERTIFbLAT, E OF ca,,PETI r,oY I_K)LZ>EA DATE AoaT4pNAL E)uPtANAtlond dwo NorEs �u 13A(J( ASSURED FIRE PROTECTION 11206 321\1D ST.E . PUYALLUP, WA. 98372 FILE COPY HYDRAULIC CALCULATIONS FOR c�°�yV-°�—`CSC• WESTBAY AUTO PARTS af�S��cC°Taru BELFAIR,WA FILE NUMBER: 2 2 3 l AO <DATE: 03/29/96 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORD. HAZARD GROUP 2 DENSITY: . 20 gpm/sq. ft . AREA OF APPLICATION: 1950 sq. ft . COVERAGE PER SPRINKLER: 120 sq. ft . NUMBER OF SPRINKLERS CALCULATED: 17 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 525 .4 GPM FLOW AND PRESSURE (@ SOURCE) 525 .4 GPM @ 42 . 0 PSI SPRINKLER ORIFICE SIZE: K=8 . 0 NAME OF CONTRACTOR: ASSURED FIRE PROTECTION DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: MASON COUNTY FIRE DEPT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138 ) HRS SYSTEMS, INC . ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 03/30/1996 2231A.SDF JOB TITLE: WESTBAY AUTO .20/1950 ORD. HAZ . GROUP 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS . @ PRESS. @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 28 55 . 0 20 .0 960 . 0 43 . 5 525 .4 42 . 0 AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 525 .4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 525 .4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10 . 0 K= 8 . 00 9 .0 24 . 0 2 10 . 0 K= 8 . 00 11 .0 26 . 5 3 10 . 0 K= 8 . 00 13 . 1 28 . 9 4 10 . 0 K= 8 . 00 15 .4 31 .4 5 10 . 0 K= 8 .00 16 . 7 32 . 7 6 10 . 7 - - - - 20 .0 - - - 7 10 . 0 K= 8 . 00 20 . 1 35 . 9 8 10 . 0 K= 8 . 00 9 . 1 24 . 1 9 10 .0 K= 8 . 00 11 . 1 26 . 6 10 10 .0 K= 8 .00 13 .2 29 . 0 11 10 .0 K= 8 . 00 15 .5 31 . 5 12 10 .0 K= 8 . 00 16 . 8 32 . 8 13 10 .7 - - - - 20 . 1 - - - 14 10 .0 K= 8 . 00 20 .3 36 . 0 15 10 .0 K= 8 . 00 14 . 8 30 . 7 16 10 .0 K= 8 . 00 15 .6 31 . 6 17 10 .0 K= 8 . 00 17 . 1 33 . 1 18 10 .0 K= 8 . 00 18 . 1 34 .0 19 10 .7 - - - - 20 . 7 - - - 20 10 . 0 K= 8 . 00 20 .8 36 .5 21 10 . 7 - - - - 21 . 9 - - - 22 10 .7 - - - - 23 . 1 - - - 23 10 . 7 - - - - 24 .2 - - - 24 1 . 5 - - - - 33 .5 - - - 25 1 . 5 - - - - 36 .5 - - - 26 0 . 0 - - - - 37 .2 - - - 27 0 . 0 - - - - 39 . 1 - - - 28 -6 . 0 SOURCE 42 . 0 525 .4 c • , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/30/1996 2231A.SDF JOB TITLE: WESTBAY AUTO .20/1950 ORD. HAZ . GROUP 2 PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1 -24 . 0 1 . 104 PL 10 . 00 PF 2 . 0 1 10 . 0 8 . 0 9 .0 24 .0 8 .0 100 FTG ---- PE 0 . 0 2 10 . 0 8 . 0 11. 0 26 .5 0 . 199 TL 10 . 00 PV 0 .4 Pipe: 2 -50 . 5 1 .452 PL 10 . 00 PF 2 . 1 2 10 . 0 8 . 0 11.0 26 . 5 9 . 8 100 FTG ---- PE 0 . 0 3 10 . 0 8 . 0 13 . 1 28 . 9 0 .208 TL 10 . 00 PV 0 . 6 Pipe: 3 -79 .4 1 . 687 PL 10 . 00 PF 2 . 3 3 10 .0 8 . 0 13 . 1 28 . 9 11 .4 100 FTG ---- PE 0 . 0 4 10 . 0 8 .0 15 .4 31 .4 0 .231 TL 10 . 00 PV 0 . 9 Pipe: 4 -110 . 8 2 . 154 PL 10 . 00 PF 1 .3 4 10 . 0 8 .0 15.4 31 .4 9 . 8 100 FTG ---- PE 0 . 0 5 10 . 0 8 . 0 16 . 7 32 . 7 0 . 130 TL 10 . 00 PV 0 . 6 Pipe: 5 -143 .5 2 . 154 PL 8 .50 PF 3 .6 5 10 . 0 8 . 0 16 . 7 32 . 7 12 .6 100 FTG T PE -0 .3 6 10 . 7 0 . 0 20 . 0 0 . 0 0 .210 TL 17 . 06 PV 1 . 1 Pipe: 6 35 . 9 2 . 154 PL 1 .50 PF 0 .2 6 10 .7 0 . 0 20 .0 0 .0 3 .2 100 FTG T PE 0 .3 7 10 .0 8 . 0 20 .1 35 . 9 0 . 016 TL 10 . 06 PV 0 . 1 Pipe: 7 -24 . 1 1 . 104 PL 10 . 00 PF 2 . 0 8 10 .0 8 . 0 9 .1 24 .1 8 . 1 100 FTG ---- PE 0 .0 9 10 . 0 8 . 0 11. 1 26 . 6 0 .201 TL 10 . 00 PV 0 .4 Pipe: 8 -50 . 7 1 .452 PL 10 .00 PF 2 . 1 9 10 .0 8 . 0 11.1 26 . 6 9 . 8 100 FTG ---- PE 0 .0 10 10 . 0 8 .0 13 .2 29 . 0 0 .209 TL 10 . 00 PV 0 . 7 Pipe: 9 -79 . 8 1 . 687 PL 10 . 00 PF 2 .3 10 10 . 0 8 .0 13 .2 29 . 0 11 .5 100 FTG ---- PE 0 . 0 11 10 . 0 8 . 0 15 .5 31 .5 0 .233 TL 10 . 00 PV 0 . 9 Pipe: 10 -111 . 3 2 . 154 PL 10 . 00 PF 1 .3 11 10 . 0 8 .0 15 .5 31 .5 9 . 8 100 FTG ---- PE 0 . 0 12 10 . 0 8 . 0 16 .8 32 . 8 0 . 131 TL 10 . 00 PV 0 . 6 Pipe: 11 -144 . 1 2 . 154 PL 8 .50 PF 3 . 6 12 10 . 0 8 . 0 16 .8 32 .8 12 . 7 100 FTG T PE -0 .3 13 10 . 7 0 . 0 20 .1 0 . 0 0 .212 TL 17 . 06 PV 1 . 1 Pipe: 12 36 . 0 2 .154 PL 1 .50 PF 0 .2 13 10 . 7 0 . 0 20 .1 0 . 0 3 .2 100 FTG T PE 0 .3 14 10 . 0 8 . 0 20 .3 36 . 0 0 . 016 TL 10 . 06 PV 0 . 1 Pipe: 13 -30 . 7 1 .452 PL 10 .00 PF 0 . 8 15 10 . 0 8 . 0 14 .8 30 . 7 6 . 0 100 FTG ---- PE 0 . 0 16 10 . 0 8 . 0 15 .6 31 . 6 0 . 083 TL 10 . 00 PV 0 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/30/1996 2231A.SDF JOB TITLE: WESTBAY AUTO .20/1950 ORD. HAZ . GROUP 2 PIPE DATA (cont . ) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 -62 .3 1 . 687 PL 10 . 00 PF 1 .5 16 10 . 0 8 . 0 15. 6 31 . 6 8 .9 100 FTG ---- PE 0 .0 17 10 . 0 8 . 0 17. 1 33 . 1 0 . 148 TL 10 . 00 PV 0 . 5 Pipe: 15 -95 .4 2 .154 PL 10 . 00 PF 1 . 0 17 10 . 0 8 .0 17. 1 33 . 1 8 .4 100 FTG ---- PE 0 . 0 18 10 . 0 8 . 0 18 . 1 34 . 0 0 . 099 TL 10 . 00 PV 0 . 5 Pipe: 16 -129 .4 2 . 154 PL 8 .50 PF 3 . 0 18 10 . 0 8 . 0 18. 1 34 .0 11 .4 100 FTG T PE -0 . 3 19 10 .7 0 . 0 20. 7 0 . 0 0 . 173 TL 17 . 06 PV 0 . 9 Pipe: 17 36 .5 2 . 154 PL 1 .50 PF 0 .2 19 10 . 7 0 . 0 20. 7 0 .0 3 .2 100 FTG T PE 0 . 3 20 10 .0 8 . 0 20. 8 36 .5 0 . 017 TL 10 . 06 PV 0 . 1 Pipe: 18 -179 .4 4 . 124 PL 12 . 00 PF 0 .2 6 10 .7 0 . 0 20.0 0 . 0 4 .3 100 FTG ---- PE 0 . 0 13 10 .7 0 . 0 20. 1 0 . 0 0 . 013 TL 12 . 00 PV 0 . 1 Pipe: 19 -359 .5 4 . 124 PL 12 . 00 PF 0 . 6 13 10 .7 0 .0 20. 1 0 . 0 8 . 6 100 FTG ---- PE 0 .0 19 10 . 7 0 . 0 20. 7 0 . 0 0 . 049 TL 12 . 00 PV 0 . 5 Pipe: 20 -525 .4 4 . 124 PL 12 . 00 PF 1 .2 19 10 .7 0 .0 20.7 0 . 0 12 . 6 100 FTG ---- PE 0 .0 21 10 . 7 0 . 0 21. 9 0 . 0 0 . 098 TL 12 . 00 PV 1 . 1 Pipe: 21 -525 .4 4 . 124 PL 12 . 00 PF 1 .2 21 10 .7 0 . 0 21. 9 0 . 0 12 . 6 100 FTG ---- PE 0 . 0 22 10 . 7 0 . 0 23 . 1 0 . 0 0 . 098 TL 12 . 00 PV 1 . 1 Pipe: 22 -525 .4 4 . 124 PL 12 .00 PF 1 .2 22 10 .7 0 . 0 23 .1 0 . 0 12 . 6 100 FTG ---- PE 0 . 0 23 10 . 7 0 . 0 24 .2 0 . 0 0 . 098 TL 12 . 00 PV 1 . 1 Pipe: 23 -525 .4 4 . 124 PL 22 .00 PF 5 .3 23 10 .7 0 . 0 24.2 0 . 0 12 .6 100 FTG 3LC PE 4 .0 24 1 .5 0 . 0 33 .5 0 . 0 0 . 098 TL 54 . 10 PV 1 . 1 Pipe : 24 FIXED PRESSURE LOSS DEVICE 25 1 .5 0 .0 36.5 0 . 0 3 .0 psi, 525 .4 gpm 24 1 .5 0 . 0 33 .5 0 . 0 Pipe: 25 -525 .4 6 . 249 PL 2 . 00 PF 0 . 0 25 1 .5 0 .0 36 .5 0 . 0 5 . 5 120 FTG ---- PE 0 .6 26 0 . 0 0 .0 37 .2 0 . 0 0 . 009 TL 2 . 00 PV 0 .2 Pipe: 26 -525 .4 6 . 115 PL 246 .00 PF 1 . 9 26 0 .0 0 .0 37 .2 0 .0 5 . 7 140 FTG ---- PE 0 . 0 27 0 . 0 0 . 0 39 . 1 0 . 0 0 . 008 TL 246 . 00 PV 0 . 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 03/30/1996 2231A.SDF JOB TITLE: WESTBAY AUTO .20/1950 ORD. HAZ . GROUP 2 PIPE DATA (cont . ) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 27 -525 .4 8 .325 PL 188 . 00 PF 0 .3 27 0 . 0 0 .0 39. 1 0 .0 3 . 1 140 FTG ---- PE 2 . 6 28 -6 . 0 SRCE 42 . 0 (N/A) 0 . 002 TL 188 . 00 PV 0 . 1 NOTES : (1) Calculations were performed by the HASS 6 .0 . 0 computer program under license no. 425D138 granted by HRS Systems, Inc. 2193 Ranchwood Dr. , N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0 . 011 gpm and a maximum imbalance at any node of 0 .299 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12 . 7 ft/sec at pipe 11 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly 1 . 104 3 . 00 6 .00 3 .00 6 . 00 8 . 00 1 . 00 13 . 00 13 . 00 1.452 4 .00 8 .00 3 . 00 9 . 00 8 . 00 1 . 00 13 . 00 13 . 00 1 . 687 5 .00 10 .00 3 . 00 11 .00 8 . 00 1. 00 13 .00 13 . 00 2 . 154 6 .00 12 .00 4 . 00 13 .00 7 . 00 1 . 00 12 . 00 12 . 00 PAGE: K MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly 4 . 124 11 .24 22 .49 6 . 75 24 . 73 13 .49 2 .25 22 .49 11 .24 6 . 115 14 .57 31 .22 9 .37 33 . 31 10 .41 3 . 12 29 . 14 19 . 78 6 .249 16 .19 34 .70 10 .41 37 .01 11 .57 3 .47 32 .39 21 . 98 8 . 325 20 .93 40 .70 15 . 12 52 .33 13 . 95 4 . 65 40 . 70 31 .40 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 03/30/1996 2231A.SDF JOB TITLE: WESTBAY AUTO .20/1950 ORD. HAZ . GROUP 2 WATER SUPPLY CURVE 60+ 55*\\ 50+ \\ 45+ \\ 0\ X \\ P 40+ \\ R \\ E \\\ S \\ S 35+ \\ U \\ R \\ E \\ 30+ \\ P \\\\\ S \\ I 25+ \\ 20+ 20 . 0 psi @ 960 gpm-> Flow Test Point 15+ 10+ LEGEND X = Required Water Supply " 42 . 02 psi @ 525 .4 gpm " 5+ " 0 = Available Water Supply " 43 .52 psi @ 525 .4 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) FILE COVY Jae. 11206 32nd Street East gym Puyallup, Washington 98372 2032 Phone: (206) 863-9548 April 12, 1996 Dave Salzer Mason County Fire Marshal 426 West Cedar St. Shelton,WA. 98584 RE: West Bay Auto Parts Sprinkler Plan Approval, Dear Mr. Salzer, Fire Sprinkler plans for the West Bay Auto Parts store to be constructed in Belfair, WA. have been reviewed by Wash. State Survey&Rating Bureau as per Mason County requirements. A copy of their review is included with this submittal. This accompanying letter serves to explain their comments and recommendations. 1. The recommended design density of.18 gpm per sq.ft. over the area of 3,250 sq. ft. is derived from the NFPA#13 supply curve for Ordinary Hazard Group 2 with a 30%increase of area for the use of a Dry Pipe System. The calculated.20 gpm over 1950 sq. ft. is also from the same NFPA#13 supply curve for Ordinary Hazard Group 2 with 30%increase for a Dry Pipe System. (NFPA#13 -Figure 1.24) 2. Sprinkler Plan Head Detail"A"shows the Pendant sprinklers with the return bends and insulation above the piping to provide the heated area required. 3. Drains are provided for all trapped piping as specified. 4. Present water supply available from Belfair Water Department is not sufficient at this time for the inside and outside hose allowance. The Belfair Water Dept. has indicated they will be extending the new water line up the hill to connect to their new well. This should provide an improved water supply to the site. 5. The 1,950 sq. ft. calculation area configuration on the submitted plan is correct. (NPPA 413 Figure A-6-4.4.1) 6. The grooved piping is thinwall,the threaded piping is either"XL"or"Dyna Thread". 7. Information on flow test provided by Mason County Fire Marshal. incerely, G� John O.Baumgar ner,Pres. WASHINGTON SURVEYING AND RATING BUREAU 2003 WESTERN AVENUE, SUITE 300 SEATTLE, WASHINGTON 98121-2190 PLAN SHEET 1 of April 8, 1996 1 FILE COPY SUBJECT Westbay Auto State Highway 3 Mason Co. FPD No. 2 (Belfair), Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and water supply test pipe (main 2-inch drain). Completed copies of the Contractor's Material & Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Recommend design be revised to provide a density of .18 gpm per sq. ft. over an area of 3,250 sq. ft. (with minimum 10 psi cushion below flow test curve) which is acceptable for ordinary retail stocks on wood pallets and/or shelves up to 12 feet in height. System design should be reinforced to adequately protect any increased hazards if there is any deviation from the occupancy such as rack storage, storage over 12 feet high, or storage of more than 15% plastics in content of packaging materials, etc. 2. Pendant sprinklers on dry systems must be installed on return bends and located in a heated area as specified by Article 3-2.2, Exception No. 2, of NFPA 13 (1994). 3. Operation of dry pipe system to be in accordance with Article 3-2.3.1 * and exceptions of NFPA 13, such that water reaches the inspectors test within 60 seconds after it is opened. Drains should be provided for all trapped piping in dry pipe system as specified in Article 4-6.3.5.3 of NFPA 13 (1994). Provide gang drains for multiple trapped branch lines. 4. Reserve 150 gpm for inside hose allowance and 500 gpm for outside hose allowance. Water supply should be improved to the site. 5. Configure fire area for calculations such that entire branch lines on either side of cross main are included. 6. The use of threadable lightwall sprinkler pipe is not recommended. If it is used, all threads must be gauged as required by UL listing. 7. Provide detailed information regarding location of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used, and static and residual pressures. Adjustments should be made in flow test to accommodate for changes in elevation. Washington Surveying & Rating Bureau PLAN REVIEWED AS MOTET -71Rrr�Q� i�� D f���lQClL�7f'r V 71L.. � i Mg hA7R_/ z / Z 19 9 � 9• 1170b 37nd Shoal lost t�J./ PUYollup,WA 98317-7037 r ASSISRIKE tRM Name of Facillty Ll T- Contact person --- System No. Telephone / T J - - - - Ylre_I2/�� AddrCSSCs Covered_____� 5ystern No. I•YI►e_-- /_-- Addresses ('overed_-___��'- 2_r`� 1 yl>c Of Occupancy ) p cY (circle): t toil (r(liccs AsscntlrlY Indusitinl Starnge Other I. Circle crtrtent hnmids: ll.cr nr,SlYor"Re ry l/a.-m-d lu rllnlrr/rrl.c High f{h It Lcr t 7 slnYir.c(pr rnnrr) SInr•k 11llyd UvrY 11'1/!plt Other 2. Previous occupancy types -- ----- --- —--- 3. Describe rite protection ntcxfiticntions since last inspection - - • Describe Any rites since last ins pcction -- --- _- --- - - pproxtntate if unknown) sprinkler system installed 6• •r'ype of business at that time ------__----------.---_---------- ----.- 7. When was the systeni piping last checked for stoppnge, corrosion or foreign nrrtterial ' (I (All YP.f�1glLfr.f Y[ftr't,fCt ca►r�,fr i,f.grr�hn,►) _� YE$ NU N.A. 1. ENERAL a. is the system hydraulicnlly desigited'l b. If Irydrnnlicnlly designed, are risers properly mnrked per NFI'A I t? UfschnrRe density -- Per. Sq. fl. Itesidual pressure(i) riser Clallons per ntln. -C. if tiol hydrnulirnlly designed, inclicnte the piping, schedule: Ught- -_Ordinnry_. Exlla d. Are all nreas of the building provided with sprinkler protection per NUTA I:1'I e. Record water pressure At riser 7S f. Record max height of riser (stories UR fect)�s��y. 9. to the building occupied•/ h• is there A mtrt" of I R in. (457 nun)clearance between the top of the stornge And the e� sprinkler deflector? _ _ _ i• Does the hand hose on the s sprinkler- - - - - - - - - - - - p system appear to be satisfactory7_ �. Do all exterior openings Appear to be protected against freezing? _ _ - - - - - - - - - _ n•fMN grog - 1 - 2. CMURUL VALVES Y I�S2 1 R. Are all sprinkler sysletn control valves and sill other valves in tine npproptiRte Open or Closed Position? _ -- -- -- - - - - -- -- -- b. Are all control valves in tine op ell position and locked or sealed'! - - - - - -- " c. Are all control valves properly signed? - -- - - - - - - - - - -I. TANKS. l'UMP. r-IRE IMPARTMl?N'1'CUNN[1C( FIONS - - - - - a. Are fire prmrps,grnvity tanks, reservoirs noel pressrue tnnks in gtxxl condition nncl )it),►erly lrtnintailned? b. Are fire department c( tit ectio Is in satisfactory condition, couplings rice, caps in place, - - - -check valves tight. and drop valves functional? / c. FDC backflushed in 19?j_. (11equhvd every J year.) - 4. wri-sY9"11?Mg a. Ate all cold weather valves in Ilse approptinle ol+en or cloyed IK►ailion'! b. Ilsive antfreeae system solulions been Icstc4l7 C. Were rite antifreeze test results satisfncbry7d. -Is building adccptalcly hcatccl7 S. DRY SYSTUMS a. Is rile dry valve in service? b. Are the air pressure and printing water level in accordance will the nrnttul'achucr's instructions'! C. INS the operation of the air or nitrogen supply Imen tested'!Is it in service'! - - - -------- -- e/ d. Were Imv pxtinls clraincd doting Uris inspeclion7 _ c. Did quick-opening devices optetnle salislactorily'! f. Was dry valve Itippecl during this inspccliou7 (�Irareh d u(g) R. Did the heating apuipntenl ill the dry-pipe -- - -- - valve rtxtnr opernle at the lime of losprecrion,! -- b. internal exam of piping cooducled in 1996. �lt.gcct►..,111,.►�,.t n.efrt.,l i• Was the dry-piping checked list proper Pilch? 6. ALARMS - n. Did water motor nerd gong test salisfactorily7 Is. Did electric alarm test -.ntislacltllily7 tl. Is system suPcrvised wilh nhunt? Who e. Water flow ai nrm7 _. .. _. f. Valve tnngtcr monilorin ! - - - - - - - - - - - - - - - _-- 7. SPRINKLERS - - - - - - - - - - - - - - - - - - - - a. Are nil sprinklers free Iron, corrosion, loading or Obstruction to spray discharge?- Ate all sprinkler heads less brat io years old? - - --- ---- c. Is stock Of spare sprinklers nvailable'!_ _ _ _ - - - - - - - - - - ✓_ _ d. Does the exterior condition of the sprinkler - - - -- - - - - -_ - - -- - - - - --- "" - - - ✓ - --- P system appear to be sallsrnctoty? — --- - e. Temperature. Are sprinklers Proper temperature ratings for their locations? _ _ _ _ -- f. Approximate number of sprinklers in SYS 1 t - - - '- - —� -- SYS 2 SYS 1 g• Dale and name of company performing inspection posted On system "'Rill valve t -- - 2 - R. Dnte dry-plpe vnlve lrlp tested (conUol viilvc partially olwit). (Ser It oil ll-.,r I1►hrr ,rh„h r,rr,t,r.c) 9. Date dry-pipe valve trip leste<l (cunttol valve fully ul►rn). (.S'rr It ill 'I''al,/,• ,r/N,•h /irliolf- do every Ihlyd year)_ Z_ Z _9 9 10. bate quick-opening device tested. (Required every _-Y- DRY VALVE MAKL MituEL SI:RjnL Ntr_ DRY PWR �hkl. --- MODEL -SH,\i TEST ' 11ME TO IRIr WA'I Fit. INI I IAL 1 RIr rolMr I IMF WATER TRIP 111RU TEST rlrE PRESSURE AIR PRESSURE AlRA1 OK AIR PRESSURE PPRAIE D UPAFI,DR\.�I TFS7 OtTl LE1' LOCAL RFIM SEC. i'SI rSl PSI — MIN. SEC. ` System 1 System 2 System 3 --— ---- -- ------ -- - -- --- -- -- Sy{tem 4 --- — - ------ ----- - — 117 NO. EXPLAIN - -- - - ----- - - — -------- --- - - _.-- ---- 11. List water flow tests of main drrin made -it sprinkler risers. 'Pest !live ---- Si'm - ----- — ------- - - - _ _ —I.cxnli�in 1'cst Nile `Resirlunl (Flow) -- I Slntic 1 ressure !'ressure 12. Explain any "No" answers and arnuucnls. 13. AdJostmenN or cottccalorla rnnde (fill llisp this fns xcti(In .5 -tom G v A,*- p 12-"Ins ,c_-- S�_s__a-3'd�1___.. —�.LL Jx�..3•,f u.Q,., . - ._.r9 u. � �c- ---_, - ------- - ---------- 14. Although these comments arc not the result of an enl,inccring review, the l'ollotvinl; dcsitahle iuq/tovcurents arc tecnn►tttendi stern }'S1CI111 ec ^act, is operational �i�lccumi o U is olx:r;llioll:ll rF`�Si��cCcrtificnri.,, RF It l)erallonal with (it. ,•� '( '� U is operalion:Il will, d(•Icrls ` c 11I "'► `< is not operational U is Hell opelaliolml J.h Baum or er slent 7 is operational wstem 4 U is (111ct;tlional iq operational with dcCccts U is (Teralinn:ll will, dcfccls hi rye s d�`►"` ��� Is not operational U is n(ri operational IS is to certify that Ihls aotonlnlic sprinkler system has peen insllcctc•d :Ind tested in a(•cnrdancc will, the stttndrtrds ndnpted by tl►c Ishington 51a1C rife Marshal and N.i .l'./1. St:uularcJs 'lie oll'irnl -____-_Anntirr__rl...11rc .l'rc)Lrc.l..iun,. h(Im ll (l'i:3)f3(i:i-�)i�tH ilinp, Add less_ I I >Ofi _ 3lnd St I.�c�l I?ct�l ; (•w(1O(l , WA A. 9837) ntc itic 9 9 ?fallI►r.clrr r Of)i 'rIC (3lgtrorure.ofBusinr.c.t�hvr►rr r►r llr/�rr.trnfall rJ NO'1[::.- Information lilt_"Special $ystctus" is oil p;rlCc-S, -4 - ivH S1ie. ,.,lt_,N , 'e BL_1.1,, i FILEOP Y - M S 0 N C0U�4T' FIRE 15� RS,�: .� : i t , eh' _ ? . APR 1 Maso County Bldg.lli 41 W.Cedar P.O.bq=x 186 Shelton,Was ilngtor,98534 ift.i.I Pin 1 (206)127-9670 GENERAL , f CODE ENFO CEMENT -- ---------- -- ---_ --i_,� _ T;._- i 1 FIRE ihS?_C7EONS FIRE INV•E:>TIGA.T;ON I ` P[.(BLIC i i li i y I PERMIT NO ,� o�3q' �._.-__ . ! 1 F-AsO14 CO-ply F1WR PROTECTTON SYST I p ?PERMIT APPLICATION i NOT: Th3.g apPlica v i=` M11.5t be: completed is ni um of three (33 ce-�Pe= calculations per. Mast.-in County .Fire Protectio: ::w'rmdzz krdB bxau�ht i to hhe Cff��e of the -ason :otu-tty Fire. Ylars al . Tbd. jtj !not p4 i1r, anei Failure to suLiit all z�e� h�aryax-y ;f . c>z�e, tioul w if c# u ' a ;de ay ands/ox xe,ect .ol' ,<.�.f ;dour. sub== t:tal, ��Whelz � D xxa r ``hair p i4sued, yo rIgill be aot ti.e d. PLEASE PRINT #x OWNER ` L—, s r ilo�Y ;Avg C>�_ - _ I SITEAD RESS 3 _- - .- __— __ � I CITY �_r.�e DIRECTIONS TO JOB- IK'E - A__. _ A l I � _.-...f�Lr..�._..Y _may_+{� I ___ 1 � ! j OWNER ILTN'G ADDR SS .2b1� ! CITY4T�;I' - -,� -'�- !-9�'-� -- I 1 1 � LIENLE `'� c i( HOLDER f ADDRESS -- I k 14 ;1 CITY #2 CONTRA 1 --t---S-•-__._.+ ! j C OR�ocw...�i:t?7. T �iCTJ�t REG + . --•--�_-- -�- � ..?EP s ! 1 A�DR�sS i 'r A � . � _ ! j �- / Q CITY I l _✓_._!'�..i4 !�f?. -. .._.. 1', ATXo._�.�' - -.. PARc,EL 1� ��_ Z ` ._,.?000 LEGAL j3SCRZPTION�� ! #4: BLDG. S FT (EXISTIN'O/PROPOSED) i 1ST 21gD BAS S - -� llEC �C GA �� i-��� #tBR. I R.Ac3E Wes_r ORS / - yl ! OTHER �` -► - -s---------T---- ----- -..-- . --TSr F` ! i I USE ;OFj kCTILbTZIG #5 DESCRI ff' W ION OF ! 1 I S PRINKtj�R: WETAUTOMA �+ a .1i�i;?PIPE;t f?.ET`i CRY j `'I_ g000 �C)'CTClfP2 COP,.R:IPCR. SM+� ES&i D Y� ! i I)MW SYSTEM mnn T IJ1"rr1 r�*r o.T(l'C.i a lidNL � � � I i Mfi�sUN L'_�UN I 'Y liLLl• - .. •?_. ' ( i .yo t•• t . i f i { 1 � I i # DOE$ YOUR M.BMITT1114 1,N(`Li7Dr if 1. D�N NSxONS, fir._"4E, NORTH ARROW? �X 'S �O 2 . FLOOR P11M AND rROSS SECTIONAL ETa.3,11,�TTOHq +Y�S ! 3 . ALt ;CONCEALnD S ACLS (LAP `LE wOhfl3U ;TTRLL `' d I ;E d AND 'NON-CMMVST LE) ? I ALl< ARKS Oli Up�0.gjq E S?DE op 'Cr'Crewr W�� S? ���`5. CUT 'SITEETS OR %' FERF.NCES FOR M-1i �iFSt` D1�V1Ct S i ��S 6. LO�TIM/D.ESCPli �'TION OF A2 y' EX'.:t'^`X'ING r)EV,IC:ES jY:j a v>,�O~� 7 . $A'T`I'ERX CA]1C$LATC>ritS F�tiFt FxR ��[..�: �$ SX�:i`Fp2 iw5� NO ; i 8. RISE�t/ tIRXiZC pilr GZ PK FUR FIR2; L.,Ax@F SlS'C' .tip x S `h� i ! $Y!]RA13LIC r-AL' CMI ATIC%NS FOR S--PRa I\7r.T,1R-c ySIMKa? I ' I i I NOTE WOPIZ 14AY PROP E'D cjTL,Y AN xc(,i:R�i� W=i`!'14 ; �'�A�6ID I PR0TFC-T ON S Y S TE~M ,FERcfl<'1,T IS 1' �r „ 1 � ��i L+"S±" ti j`p�iK ugS�LY�1�,Y Fr^^r�nf+ rr r�s• f i:c..y. q� p.r....� f.•ut-.r I i ! MA.RSHA�, A ti'Ai,l: r y X'i t-g` A?d 7pr.tf�CL'U Ei CF r:,r.. S'. MUST Yi i ON TITS i JOB SITE D :r.'jG C:�t�i5`S'R?Crs"�iy2+i � ".�` ? UNTIL 'Af FIPJAT, IA SPrC`1011 IS DONS' BY ';RE. Mi.jS0jZ 2dARSF�Ai, FAILMRIt TO, MTAIN A vALm PP''-.M1 PRIOR *=' ' �A PIREiPROTECT'1011T S STEM ANINOR FXIM:RE A�7D PEkt IT FOR ?1 W--cZON CO=Ty Fart.?' 24yus Er-A-L MAY i CI TAT16# AM uIIT,. OWNERS AFF_II�1 VY'?` i Y fH tify t ► t I a exe t. f_xr the. z�cgnzire�ezltr of the' C nt;rar- tors ,Registwation Law R K 18 .27, aware of tLte bia' a Cct,.yr_= dr tz ance r c sixE= ,rts f r W Lich Ulir, Pe it iS is ; wo k will ���aet� dht al dome .n c of ce t hel ewith'. Pic C.J>.-nur{.�s vilI' fy," made lwithaut first. obtaining &pprQva3 fro v.. l;! e ason. ;�' t3r Piro,' Mats al. j OWNER _-- - - - - - ' -- -- DATE -- j CO + RACTO�AFP)rDAVIT i , 1 I ! r I I ertify 1 i 4� , Y tYia+t x a� a cuNs e�itl• reg�atr�ed contr.ac f or Ln! i r � t ��o .atati��. of ? AY shingt'o and x aware Of the ordinayace re` u r emeuts +r regulating e work for 'which the POrmit is; issued a'"2 �lI' ward' doze will be' in conc:o)I m rlce thanew rh.. Uo changes wil.1 e.. xrr c W ho t fist obtainiy,,q, approval from, the ? �; G'1 CnYY� Ma eha14 r-` Y 1 , BY DATE • i 1 1