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JACOBSENS MARINE.PDF33'-6" GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: WATER SUPPLY INFORMATION STATIC PRESSURE: 122 RESIDUAL PRESSURE: 111 PSI FLOW: 2800 GPM DATE OF TEST: 10-10-2013 TEST LOCATION 336 ADMIRAL WAY ELEVATION: 14' L TO ROOF AFF ADMIRAL WA --'- 0 NEW 4" STORZ CONNECTION WITH 30 DEGREE DEFLECTOR By OTHERS �� JACOBSEN'S MARINE CONSTRUCTION TYPE: V-S OCCUPANCYTYPE: MERCANTILE PARCEL NUMBER: 27032300415800 FIFE: 13.85 BUILDING SQUARE FOOTAGE: LEVEL 1 10,120 TOTAL 10,120 ®O 1TI LSFS START POINT @ FIRE RISER LOCATION SEE DETAIL THIS SHEET N SITE PLAN m 0 10 20 30 40 50 SCALE 1" = 20' 8" Z PURLINS @5'O.C. SIMPLE SAVIOR INSULATION STEEL I -BEAM IT '�` STEEL I -BEAM SLAB ON GRADE r 6" METAL STUD WALL SECTION A/1 NTS FACING WEST 12 1/4 F- SITE PLAN SYMBOLS STREET CENTERLINE - - NEW UNDERGROUND BY OTHERS 9 EXISTING UNDERGROUND C-6 NEW 4" STORZ CONNECTION WITH 30 DEGREE DEFLECTOR BY OTHERS L EXISTING FIRE HYDRANT ® NEW 6" DOUBLE CHECK VALVE DETECTOR S Lf oL 71 ASSEMBLY IN VAULT BY OTHERS Q F TO ROOF L AFF FLANGE PLAN 0 2 4 mommi SCALE 1/2'=l -U' RISER DETAIL STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETERni END PREP TYPES ALLOWED T °F Pipe 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 1 1/4 40 0.140 1.380 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.92 0.078 1 1/2 FLOW PIPE 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.83 0.122 2 FLOW PIPE 0.095 2.185 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.94 0.198 21/2 FLOW PIPE 0.086 2.703 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 5.10 0.298 3 FLOW PIPE 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 7.18 0.448 4 10 0.12 4.26 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 11.79 0.74 5 10 1 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.3GO 1.144 6 ** 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 1 8 ** 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( I I I ) WHICH ARE FLEXIBLE. 3. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: PIPE SIZE INTERNAL DIAMETER WALL THICKNESS END PREP TYPES ALLOWED Tor ,EAirirE cAPAan IN CA V 3/4 0.874 0.088 PLAIN END 0.427 0.0312 1 1.101 0.107 PLAIN END 0.674 0.0495 1 1/4 1.394 0.133 PLAIN END 1.078 0.0793 1 112 1.598 0.151 PLAIN END 1.412 0.1042 2 2.003 0.186 PLAIN END 2.223 0.1637 ** PER SDR 13.5 ASTM F 442 0LSUPPLY OF WORK v v v v v v v v v v TEMS (SFS) WILL INSTALL A DRY PIPE SPRINKLER SYSTEM TO PROTECT THE RETAIL, SIDE CANOPIES. SFS WILL START AT APPROXIMATELY 14' INSIDE THE BUILDING AT 6" E LEFT BY OTHERS. THE SYSTEM WILL BE INSTALLED PER NFPA 13,2010 ED;, AND F EDMONDS. I S 1. THE SPRINKLER RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 400 F. TO PREVENT FREEZING. EXCLUSIONS 1. ELECTRICAL WIRING OF ANY KIND. 2. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 3. PAINTING OF SPRINKLER PIPE. 4. STRUCTURAL REVIEW. DESIGN CRITERIA 0 2 4 mommi SCALE 1/2"=1'-0" 1. PIPE ALL DRAINS TO SAFE DISCHARGE TO OUTSIDE. 2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THROUGH CONCRETE FLOORS. RISER EQUIPMENT LIST ITEM QTY. SIZE DESCRIPTION MANUFACTURER MODEL # Al 1 4" DRY PIPE VALVE W/ BUTTERFLY VALVE W/ BUILT IN TAMPER SWITCH: © 1 ... PRESSURE SWITCH/ SUPERVISORY AIR © 1 ... PRESSURE SWITCH- ALARM 1 AIR MAINTENANCE DEVICE © 1 1/4" WATER PRESSURE GAUGE ® 1 12 HEAD SPARE HEAD CABINET ❑7 1 4" SWING CHECK VALVE ® 1 400 G AIR COMPRESSOR SPARE HEAD CABINET CONTENTS MANUFACTURER TYPE MODEL HEAD FINISH KrACTOR THREAD SIZE TEMP. RATING QUANTITY RELIABLE SSU F156 BRZ 5.6K 1/2" 1550 2 RELIABLE EC SSU J112 BRZ 11.2K 3/4" 1550 2 TYCO EC HSW SW-24 BRZ 11.2K 3/4" 200' 2 RELIABLE HSW F1FR56 BRZ 5.6K 1/2" 1550 2 TYCO W-TYPE 3 (END B) SPRINKLER WRENCH 1 RELIABLE MODEL J1 SPRINKLER WRENCH 1 RELIABLE MODEL D SPRINKLER WRENCH 1 RETAIL/SHOP AREAS: ORDINARY GROUP 2 HAZARD PER NFPA 13 - 2007 EDITION DESIGN DENSITY: .20 GPM/SQ. FT. OVER 1950 SQ. FT. PER NFPA 13(2007) 11.2.3.2.5: FOR DRY PIPE SYSTEMS THE AREA OF SPRINKLER OPERATION SHALL BE INCREASED BY 30 PERCENT WITHOUT REVISING THE DENSITY. 1500 SQ.FT. X 30% = 450 SQ.FT. + 1500 SQ.FT. = 1950 SQ.FT FINAL DESIGN DENSITY: 0.20 GPM/SQ.FT. OVER 1950 SQ.FT RELIABLE DDXLP POTTER ELECTRIC PS40 POTTER ELECTRIC PS10 RELIABLE A2 ASHCROFT 1005PXUL RELIABLE A4 GLOBE RCV GAST 5LCA-22-M550X DRY SYSTEM AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS LVL 1 10,120 102 TOTAL: 10,120 102 HYDRAULIC CALCULATION DATA DENSITY: .20 GPM OVER 1950 SQ. FT. DEMAND AT BASE OF RISER 532.4 GPM AT 85.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT PUBLIC MAIN 782.4 GPM AT 92.3 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) SYSTEM CAPACITY: 389 GALLONS V Z It CL 0 W U Wm 0 0 V / SITE PLAN mj 20'-0" 118'-7" 92'-U' 11..1. r ETD �Z-PURLIN 31'-d' 30'-d' 31'-0' (2) 1 /4" x 1"TEK SCREWS ED 3/8 X 3' ATR STUD 5'-0" 10'-0" 5'-0" 8'-6" 15'-0" 7-6' 7-6' 1S.0.. T-6" T-6' 15.4. T-6, TOLCO FIG. 58 3/8 ROD COUPLING 3/8" SIDE BEAM BRACKET 3/8" ATR DEMANDING AREA: I HANGER RING N SPRINKLER PLAN 6 12 SCALE 3/16"=1'-0' A FITTER/LISTER NOTES: 2. ALL MAIN I U lit 4", SUH 1 U. 3. ALL BRANCHLINES TO BE SLOPED 1/2" PER 10'. 4. ALL MAINS TO BE SLOPED 4" PER 10'. 5. ALL BRANCHLINES TO BE RESTRAINED EVERY 45' PER TABLE 9.3.6.4(a) —/ INDICATES BRANCHLINE RESTRAINT LOCATION 1950 FT SO 532.4 GPM AT 85.0 PSI R INSIDE HOSE STREAMS) INSPECTORS TEST SIDE BEAM (SB) 2" x 4' METAL STUDS AT 24" O.0 T (8) 5/16" x 3" LAG BOLT (2) 4" x 4" x 23.5" BLOCK iii W/ WASHER r - '(2)1/2'x31/2"LAG BOLT 45° 45° (2) TOLCO FIG. 9801 SWIVEL END (2) 1' (7-0) SCH 40 BRACE PIPE (2) TOLCO FIG. 1001 BRACE CLAMP (2) 1- MIN EXCESS PIPE *O//_ THROUGH FAST CLAMP EQ BRACE 1 Z PURUN BOTTOM FLANGE OF STEEL I -BEAM SAMMY XP35 T EXPRESS SCREW 7CL-AMP TOLCO FIG.980 SWIVEL END 3/8"ATR TOLCO FIG. 82845° - 59° -BEAM ATTACHMENTFROM VERTICAL HANGER RING1" (7-0) SCH 40TOLCO FIG. 1001 1" MIN. EXCESS PIPE THROUGH CLAMP SAMMY XP WIDE FLANGE STEEL BEAM — AFCON 100 3/8" BEAM CLAMP 10" RETAINER STRAP 3/8" ATR HANGER RING TOP BEAM CLAMP (TB) Z - PURLINS EO Z - PURLIN TOLCO FIG. 3/ SIDE BEAM BRACKET WITH 3/8" x 1" BOLT WITH NUT & WASHER EO 3/8 X 3" ATR (2) 3/8" ROD COUPLING — 3/8" X 6 ATR 2' HANGER — HANGER RING RING L3/8" ROD x 9" LONG 2" SCH 40 (6-0) TRAPEZE PIPE WELD TO EACH END `3/8" X 24 ATR HANGER RING TRAPEZE PIPE (PT) f~1 TRACK SUPPORT OVERHEAD DOOR w O NIPPLE TO 1" BALL VALVE & PLUG 1' HSW SPRINKLER HEAD / /1"THRD TEE 1"x 1/2' REDUCING COUPLING J TYP, O.H. DOOR DETAIL WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS j Philip Stoehr 1 7792-0213-C Level 1 Smith Fire Systems, Inc. R 1 SMITHFS1360T o ° 1� Expires 1 12/31/14 Sign Gre CEPTIFICATE OF COMPETENCY STAMP EQ BRACE 2 1/2" x 1 1/2" BOLT W/ RIGID FRAME NUT AND WASHER %PIPE. SWIVEL END MIN. 1/2 DEPTH45° - 59' OF BEAMFROM VERTICAL 1' (7-0) SCH 40 BR TOLCO FIG. 4L PIPE CLAMP EQ BRACE 3 I j PER PLAN SEE SPRINKLER PLAN 1 ON SHEET 2 OF 4 EXTERIOR COLUMN 1" BALL VAVLE — (2) 1"SPLIT RING W/ DSTR-1 SAMMY STEEL AND 318 X 3 ATR (0-10 INSPECTORS TEST OUTLET L 1"x3/4'THRD GALV. 45°L W/ 11.2K SMOOTH BORE BUSHING INS. TEST DETAIL Z PURUN SAMMY XP20 EXPRESS SCREW TOLCO FIG. 75 SWIVEL ATR 41— HANGER RING n n n n n PIPE RESTRAINT DETAIL r/ / Z rr CL 0 w U W O ' `0 V / Z O U LEVEL 1