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APPROVED FIR2024-0006+Fire_Sprinkler_Plan+1.26.2024_9.14.57_AM+4022061PROJECT CODE INFORMATION JOB NAME SCOPE OF WORK II 1. Occupancy classification and use. 2. Building construction type. 3. Applicable Code(s). 4. Applicable Standard(s). 7. Building area in square feet. 21. Structural SS Factor NORTHWEST FIRE SYSTEMS (NWFS) TO RETROFIT EXISTING DAY CARE. ADD 1 WET SYSTEM AND 1 DRY SYSTEM FOR ATTIC DAYCARE V-B NWFS WILL START WORK AT A 4" FLANGE V AFF IN RISER ROOM 13156. 2018 International Building Code ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A NFPA 13 2016 MINIMUM 40°F TO PREVENT FREEZING. 9,916 SF 1.28 EXCLUSIONS GENERAL NOTES 1. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 2. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 3. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 4. ALL CPVC PIPE AND FITTINGS (IF USED) TO BE "SPEARS FLAMEGAURD" BRANDED PRODUCT. ALL SOLVENTS, OILS AND LUBRICANTS TO BE CPVC COMPATABLE AND PIPE AND FITTINGS TO BE INSTALLED PER MANUFACTUERS REQUIREMENTS. 5. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: Steel Pipe ASTM 1-795 or Better Size Description End Prep Types H2O Wgt/FT Capacity 1 Schedule 40 Threaded, Cut and Roll Grooved, Plain End 2.053 0.044gal 11/4 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 1.870 0.098gal 11/2 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 2.710 0.122gal 2 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 3.790 0.198gal 21/2 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 5.100 0.298gal 3 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 7.180 0.448gal 4 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 10.86 0.758gal 6 Schedule 10 Roll Grooved, Plain End (Butt Welding) 17.30 1.649gal 8 Schedule 10 Roll Grooved, Plain End (Butt Welding) 40.08 2.780gal UNDERGROUND NOTES PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL. STERILIZATION. DEVELOPMENT FEES AND CITY CONNECTION. DESIGN CRITERIA PER NFPA 13(2016), CITY OF EDMONDS WET DAYCARE LIGHT HAZARD DESIGN DENSITY: 0.10 GPM / 900 SF AREA REDUCED DUE TO USE OF OR HEADS PER THE FOLLOWING CALCULATIONS -3 * 10 / 2 + 55 = 40% REDUCTION 1500 * 40% = 600 SF 1500 SF - 600 SF = 900 SF MECHANICAL ROOMS ORDINARY HAZARD GP 1 DESIGN DENSITY: 0.15 GPM / 1500 SF ATTIC (DRY) CALCULATION #1 FL-SA/BB WITH FL-SA/DS 7 FL-SA/BB AND UP TO A MAXIMUM OF 2 FL-SA/DS MINIMUM SPRINKLER FLOW 24 GPM @ 9 PSI REF. FIGURE 17 SPRINKLER CUT SHEET CALCULATION #2 HIP WITH HIP TRUSS/JACK TRUSS 1. ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE CALCULATE THE 8 MOST DEMANDING CONTIGUOUS SPRINKLERS ALONG THE EAVE CL LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. MINIMUMSPRINRE KLERFLOWRATE IS 20 GPM PER SPRINKLER SPRINKLER CUT 3. ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF PIPE). 4. ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. Z 5. ALL UNDERGROUND PIPING SHALL BE RESTRAINED, HYDROSTATICALLY AND FLUSHED IN ACCORDANCE WITH NFPA 24. A "CONTRACTORS tNTESTED, MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" SHALL BE CA PRODUCED AND SIGNED BY THE AHJ BEFORE NWFS WILL CONNECT TO ANY UNDERGROUND PIPING INSTALLED BY OTHERS. CL MINIMUM FLUSHING RATE REQUIREMENTS 4" 490 GPM 10" 2,400 GPM 6" 880 GPM 12" 3,520 GPM ERFY' S 8" - 1,560 GPM F_7 8. ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION OEX HYDRANT 8 - ----- - - - -- CL52D.I.------------L------ O 601 1WW11 1 r1V ` VV N SITE PLAN 04 10 20 40 SCALE 1 "=20'-0" � I4 EX HYDRANT tot CL 52 D.I.IP. 6"1 ill SYMBOLS SPRINKLER PLAN SYMBOLS SWAY BRACING 0 f PIPE HANGER BRANCHLINE RESTRAINT �\ FLEXIBLE COUPLING RIGID COUPLING #� HYDRAULIC NODE RDXX LINE PIPE DESIGNATION LABEL RED 4�21 MAIN PIPE DESIGNATION LABEL FLOW SWITCH (FS) T CHECK VALVE BUTTERFLY VALVE �. BALL VALVE HOSE VALVE GROOVED ELL (LOOKING SIDEWAYS) GROOVED ELL (LOOKING DOWN) GROOVED 45' ELL VERTICAL OFFSET GROOVED 45' ELL LATERAL OFFSET THREADED PIPE VERTICAL OFFSET _ _ _ EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING X X TS CENTERLINE OF PIPE TO BOTTOM OF DECK X-X BB CENTERLINE OF PIPE TO BOTTOM OF BEAM OR JOIST X-X FF CENTERLINE OF PIPE ABOVE FINISHED FLOOR SITE PLAN SYMBOLS FLOW TEST INFORMATION WATERFLOW INFORMATION PROVIDED BY OLYMPIC VIEW WATER FLOWS OBTAINED FROM SYSTEM MODEL OF UNDERGROUND SYSTEM STATIC PRESSURE 95.7 PSI RESIDUAL PRESSURE 70.85 PSI FLOWING: 3000 GPM LOCATION OF TEST : AT SITE ELEVATION OF TEST: SAME AS BASE OF RISER DRAWING INDEX FP 0.01 SITE, NOTES AND SYMBOLS FP 0.02 RISER DETAIL FP 1.10 MAIN FLOOR WET FP 1.2 ATTIC L, .s GATE VALVE-N.R.S. (GV) .s OS&Y GATE VALVE (OS&Y) ELECTRIC BELL VICINITY M A P L _S CHECK VALVE FIRE DEPARTMENT CONNECTION (WALL MOUNT) rat FIRE YARD DEPARTMENT CONNECTION g EXISTING FIRE HYDRANT ,Q t " NEW FIRE HYDRANT �s +'._ POST INDICATOR VALVE (PIV) a -41, THRUST BLOCK IBucTini 4TB 7 ftalian - SS EXISTING UNDERGROUND PIPING r NEW UNDERGROUND PIPING BY OTHERS „ _l NEW UNDERGROUND PIPING BY RHFP ABBREVIATIONS ATR ALL -THREAD ROD SIN GROOVED SHAPED NIPPLE q CENTERLINE SS STAINLESS STEEL CTS CUT TO SUIT TYP TYPICAL FDC FIRE DEPT. CONNECTION UNO UNLESS NOTED OTHERWISE GAL GALVANIZED RN RISER NIPPLE IFOW INSIDE FACE OF WALL DR DROP MT MECHANICAL TEE DN PIPE DOWN O.C. ON CENTER UP PIPE UP POL PIPE-O-LET THR THREAD RC REDUCING COUPLING NORTHWEST FIRE SYSTEMS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph:206.772.7502 * Fax:206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp Approvals Required EDMONDS OWNER / ARCHITECT Revisions Contract With: TRIKE STOP 23107 100TH AT W EDMONDS, WA 98020 : WESLEY SNOW Phone: 425-773-5877 Fax: Contract Name: TRIKE STOP 23107 100TH AVE W EDMONDS, WA 98020 Drawing Title SITE PLAN Key Plan Date: Job Number: Designer: Building Permit: Drawing No. 01.22.2024 05392c BRYAN FARMER FPOm 1 N RISER TOP VIEW 0 0.5 1 4 8 SCALE 1/2"=1'-0" \'/ FACING SOUTH RISER SECTION VIEW FPO.2 0 rr4 8 -- SCALE 1/2"=1'-0" FITTER NOTES 1. DISCHARGE MAIN DRAIN TO SAFE LOCATION AT EXTERIOR OF BUILDING 2. MAINTAIN 2" ANNULAR CLEARANCE AROUND ALL PIPES PASSING THROUGH CONCRETE SLABS RISER MATERIAL LIST ITEM # I QTY I SIZE DESCRIPTION MANUFACTURER 2 1 4" 768N DRY VALVE VICTAULIC 3 1 2" UMC RISER MANIFOLD VICTAULIC 6 1 AIR COMPRESSOR SPARE HEAD CABINET CONTENTS QTY I SIZE DESCRIPTION MANUFACTURER 3 3/4 V8122 FL-SA/BB VICTAULIC 3 1/2 V5621 FL-SA/DS VICTAULIC 3 1/2 V5623 FL-SA/GAP VICTAULIC 1 1/2 TY313 SS U TYCO 3 1/2 TY323 WHT RECESSED SSP TYCO 1 1/2 SPRINKLER HEAD WRENCH P/N V56 VICTAULIC 1 3/4 SPRINKLER HEAD WRENCH P/N V81 VICTAULIC 1 1/2 SPRINKLER HEAD WRENCH P/N W-TYPE 6 TYCO RISER STUB UP LOCATION 0 0.5 1 4 8 NORTHWEST FIRE SYSTEMS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph:206.772.7502 * Fax:206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR EDMONDS OWNER / ARCHITECT SAW CONSTRUCTION SUPER: WESLEY SNOW Phone: 425-773-5877 Fax: TRIKE STOP 23107 100TH AVE W EDMONDS, WA 98020 RISER DETAIL 01.22.2024 05392c BRYAN FARMER FP Om2 PI FI FI B) ( E) � `F ) H") Q ( S) U W Y 5-4% 12-8 14-8 4-81/2 5-1 12- 1'h 13-0 6-01h 7 1 - O cv 9 904 905 LL7906 T T r ® " 10 � A11 8-7'/2 FF 8-7'/2 FF 8-7'/2 FF T EX KINPEkWZfEN EEAPINE55 12 13 X ONES CLA55 14 6138 C a 0 f3134 0 CBo 2 ® © ® ao ra EX TOILET p1�0 0 ?- 3 908 18 16 ° 914 00, c T 23 -T 19 1 � a 910 NEW 5f0 NEW TOILET EX TOILET 40 41 40 0 r 13141 Pi 44 w f3139 oc � 6� 0 \ Z2 4T � 4 ! r _ D152 5 W�O� �J �K M O o AP ��11 ao ® 32 7 FJ.S-71 T T T EX MEC r e� 8133 921 o r a ® I" © e uoi / T / r10 4 ' T ! NEW PM-K I NEW HALLr 13142 13157 (K J `off a EX Ll A T r r T EX D JE5 CLA55if q 9 T 13I29r.EX7GTIN 8_O T r 1'/4 1/4I :- T '/4T < 46 r EX EN Yl l: 101 uN 5-1 r' '/a ® EX 0 933 55 \i 8"0 A 54 55 56 O is-CIA1 1--"012 15-0 - 1 SOP -MT ra f3136 K ® ® 8-7'/2 FF 934 CPVC ADAPTER P EX HALF E F.A.U. CL 5Ef �� \ EXISTING P102 LL EW f lVI SKYLIGHTEK LL r 6147 (1)_ I C, P ® 0 8-Th FF a SKYLIGHT �� 12-0 11-0 5-Tfz �a 2 00 2 2 T 5rpv Atz 10 ■� 0- 2 , , 0- 2 1915H WA51 b (8 o / EX OFFICE T 3-9 /z 6-7 h �_� NEW I'tzE-K 2 1-1 6109 I �.� ® � 6I04 355 356 EX ptzE5CN00L CLA55 1-114 NEW 5f0 C 8"0,, EXISTING �/ g& ®�8 L3126 I�i PI48 I3150 (\ —I/ SKYLIGHT / I HApLLWAY I�j ry00 6 87 m 8"° N o % © \/ U 0 EXISTING 13105 EX ECf�f I I�N• $ =. � I X ISKVLIGH IvJ 3kYLYIG 1 1 ��l f 8-7'/2 FF 89 1'/2 ^I o 1'/2 '/z ` 8-0� 1' ,� Ank p 1,h ;.a ��/z I 1'A 99 94 12MW Ll 1 /2 SOP-G 4 ^� T N CPVC ADAP R� ® 6106 d r 0 00 2 1 ® "� �� EX�OURS fQILE 371 U. 545 0 13 - La LL I3127 fEX foY 5fop a 372 9 N ^ L3116 BI20 �J 130ob 'nl N� r \ of 15 1 o-NEW PAN rO 1 �, El 6- D %5-0 Vill M 1 SOP -MT CPVC ADAPTER N r 12-0 1 1 ® d� 12 122 c A ® I X TWOS f011 NEW f o 15for 2-6 15-0 0 15-6 - 2-6'/z m o R 18 61?EAK DOOM - 7 0 ❑ n�m 389 49 ' 6154 8-O 1 e o O 1 1 1n AN ® LL LL © 6�� 8'0 L3122 EXIST. TELEPHONE - 174 1 62 N 20 T N r, 2 ` P EX TW05 folaf 13I17 Ex vrffE 5 fOILEf L3124 �a E 171 1Iar5 CLA55POOM PI23 176 2-1 /B 90 NEW HALL p152 (9a = EX YOUNG TW 5 CLASSt?001 LL 1 1 1 183 0 8 0 : ` 390 o CPVC ADAPTER 8 O I 6114 17 I' ao 1 - 1 ® ® ra m ®� --1 1 ® 1 1 Aft 1 Ah 9188 LL® c 21 STAFF N Vm • 395 0 1 21 WO II NEW TOILET 6155 uL 61 I� ©� nb Ex sr 25 LSr 231 1 NEW LAUt�D 22 LAI LIV.P. ® 2 - I 13153 4-0 12-0 - 4-0 - 6-10 405 - - 232 --.- c r 23 1197 — -� - 402 24 — — o 5-71h 14- 5-51h A FP0.2 A CC� D) G H P R T iz oz�Z3 Z4� �K ji N WET SPRINKLER PLAN 0 2 4 8 16 SCALE 1/8"=1'-0" FITTER NOTES 1. PIPE SHOWN WITHOUT LENGTHS TO BE CPVC AND CUT ON SITE, SIZE AND SHOWN ON PLAN 2. INSTALL HANGERS ON CPVE PER TABLE AT RIGHT FROM NFPA AND MANUFACTURERS GUIDELINES Hydraulic Information Remote Area EX ONES CLASS ROOM OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.00 ft2 (Actual 1125.33 ft2) QUICK RESPONSE REDUCTION 8-0 Ceiling (40.0%) 900.00 ft2 TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 10 K-FACTOR 5.6 TOTAL WATER REQUIRED 260.70 TOTAL PRESSURE REQUIRED 78.705 BASE of RISER (gpm) 160.70 BASE of RISER (psi) 70.841 SAFETY MARGIN (psi) +16.724 (17.5%) Hydraulic Information Remote Area PRESCHOOL CLASSROOM OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.00 ft2 (Actual 1263.82 ft2) QUICK RESPONSE REDUCTION 8-0 Ceiling (40.0%) 900.00 ft2 TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 10 K-FACTOR 5.6 TOTAL WATER REQUIRED 272.29 TOTAL PRESSURE REQUIRED 69.452 BASE of RISER (gpm) 172.29 BASE of RISER (psi) 61.752 SAFETY MARGIN (psi) +25.955 (27.2%) #10 x 2'/" WOOD SCREW (OR) FIG. 510 HANGER TWO #10 x 1'/" WOOD SCREWS WOOD TRUSS SIDE BEAM BRACKET (OR) TOP CHORD 3/8 x 1" WOOD LAG SCREW MAIN HANGER DETAIL rIP1 =4 A I� TWO #10 x 1'/" WOOD SCREWS CPVC, STEEL - HANGER FIG. 514 iat the insulation be intalled tight against the joists. In unheated areas, any spaces or voids between the insulation and the joists causes the piping the ATTIC INSULATION DETAIL 2 x DIAMETER OF THE LARGEST HOLE (MINIMUM) 1/3 DEPTI )LE ZONE 2 x DIAMETER OF THE LVLAND PSL LARGEST HOLE (MINIMUM) LSL HOLE ZONE HOLE ZONE 1/3 DEPTH dL o o tvl- AND PSL ALLOWED HOLE ZONE d d ALLOWED HOLE ZONE HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPASTANDARDS. - NO OTHER PIPING AND/OR DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY DESIGNED FOR THE ADDITIONAL LOADING. - THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE ITTO CARRYTHE LOAD OF THE FIRE PROTECTION SYSTEM. - SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. PIPE TYPE NOMINAL PIPE SIZE (IN. CPVC 3/ 1 1'/4 1'/2 2 21/ 3 A C R Z Z 4 5-6 6-0 6-6 7-0 8-0 9-0 10-0 'I , WOOD TRUSS CONSTRUCTION PIPE HANGERS SPACING FILED WITH R-34 INSULATION AT CEILING WEST (STREETSIDE) EXTERIOR ELEVATION BLOCKOUT N SECTION VIEW 0 2 4 8 16 SCALE 1/8"=1'-0" 0-0 AFF Sprinkler Legend SYM MAN SIN 1K TYPE THD Response FIN TEMP ESC QTY • Tyco TY3231 5.6 SSP % Quick White RAIL 9003 155 °F REC-WHT 99 •HT Tyco TY3231 5.6 SSP HT 'h Quick White RAL 9010 200'F REC-WHT 9 Total = 108 NORTHWEST FIRE SYSTEMS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph:206.772.7502 * Fax:206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp Approvals Required EDMONDS OWNER / ARCHITECT Revisions Contract With: SAW CONSTRUCTION SUPER: WESLEY SNOW Phone: 425-773-5877 Fax: Contract Name: TRIKE STOP 23107 100TH AVE W EDMONDS, WA 98020 Drawing Title WET SPRINKLER PLAN Key Plan Date: 01.22.2024 Job Number: 05392c Designer: BRYAN FARMER Building Permit: Drawing No. FP 1A F JCALL I/6"=I'-U" FITTER NOTES 1. FOR MAIN SLOPE PIPE 1/4" EVERY 10' FOR BRANCHLINE SLOPE PIPE 1/2" EVERY 10' 2. FOR HANGER USE '15W ', TYP SEE DETAIL THIS SHEET 3. 5/8 FINISH FOR CEILING ( 1 LAYER) � PIPING DETAIL A FP1.2 SCALE: 1/2"=T-0" v Hydraulic Information AREA 1 Remote Area ATTIC/ WEST WING(REF FIG 19B SPRINKLER CUT SHEET OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.100 ft2 (Actual 743.24 ft2) TOTAL HOSE STREAMS 100.00 DRY CAPACITY 154.53 gal TOTAL HEADS FLOWING 9 K-FACTOR 5.6 TOTAL WATER REQUIRED 320.09 TOTAL PRESSURE REQUIRED 74.988 BASE of RISER (gpm) 220.09 BASE of RISER (psi) 67.603 SAFETY MARGIN (psi) +20.316 (21.30%) Hydraulic Information AREA 3 Remote Area ATTIC/ WEST WING (REF FIG 19B SPRINKLER CUT SHEET) OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.100 ft2 (Actual 768.16 ft2) TOTAL HOSE STREAMS 100.00 DRY CAPACITY 154.53 gal TOTAL HEADS FLOWING 9 K-FACTOR 5.6 TOTAL WATER REQUIRED 285.33 TOTAL PRESSURE REQUIRED 63.840 BASE of RISER (gpm) 185.33 BASE of RISER (psi) 56.338 SAFETY MARGIN (psi) +31.540 (33.10%) Hydraulic Information AREA 5 Remote Area ATTIC/ HIP (REF FIG.19B SPRINKLER CUT SHEET) OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.100 ft2 (Actual 637.60 ft2) TOTAL HOSE STREAMS 100.00 DRY CAPACITY 154.53 gal TOTAL HEADS FLOWING 8 K-FACTOR 5.6 TOTAL WATER REQUIRED 289.93 TOTAL PRESSURE REQUIRED 48.967 BASE of RISER (gpm) 189.93 BASE of RISER (psi) 41.538 SAFETY MARGIN (psi) +46.404 (48.70%) Hydraulic Information AREA 2 Remote Area ATTIC/ WEST WING BB ( REF FIG 17 SPRINKLER CUT SHEET) OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.00 ft2 (Actual 811.63 ft2) TOTAL HOSE STREAMS 100.00 DRY CAPACITY 154.53 gal TOTAL HEADS FLOWING 9 K-FACTOR 8 TOTAL WATER REQUIRED 341.55 TOTAL PRESSURE REQUIRED 68.929 BASE of RISER (gpm) 241.55 BASE of RISER (psi) 61.404 SAFETY MARGIN (psi) +26.325 (27.6%) Hydraulic Information AREA 4 Remote Area ATTIC/ EAST WING BB ( REF FIG 17 SPRINKLER CUT SHEET) OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.00 ft2 (Actual 529.59 ft2) TOTAL HOSE STREAMS 100.00 DRY CAPACITY 154.53 gal TOTAL HEADS FLOWING 9 K FACTOR 5.6 TOTAL WATER REQUIRED 319.75 TOTAL PRESSURE REQUIRED 78.309 BASE of RISER (gpm) 219.75 BASE of RISER (psi) 70.926 SAFETY MARGIN (psi) +16.996 (17.8%) Hydraulic Information AREA 6 Remote Area ATTIC/ BB ( REF FIG 17 SPRINKLER CUT SHEET) OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.100 for 1500.00 ft2 (Actual 872.50 ft2) TOTAL HOSE STREAMS 100.00 DRY CAPACITY 154.53 gal TOTAL HEADS FLOWING 9 K FACTOR 8 TOTAL WATER REQUIRED 363.32 TOTAL PRESSURE REQUIRED 59.755 BASE of RISER (gpm) 263.32 BASE of RISER (psi) 52.077 SAFETY MARGIN (psi) +35.445 (37.2%) B PIPING DETAIL B INSPECTORS TEST P1, SCALE: 1/2"=1'-0" ATTIC HEAD RULES FL-SA/BB 3/8" ALL THREAD ROD RING HANGER SAMMY SIDEWINDER PIPE HANGER NO. 15W SAMMY SCREW " (Fig. 1001) U L Listed Sway Brace Attachment 450 �1/x41/LAG BOLT (FIG. 980) UNIVERSAL S1A/I\/FI SWAY RRA(-F 1 Pipe, Schedule 40 BRACE SBA N FPA TYPE "B" 450-590 WOOD TRUSS )) Universal Swivel tachment (FIG. 4LA) "I SWAY RR BRACE S B-2 N FPA TYPE "B" 450-590 SPRINKLERS ALONG RIGE LINE TO BE MIN 4-0 AND MAX 6-0 ON CENTER. MAX DEFLECTOR DISTANCE AT PEAK TO BE 24" AND NO CLOSER THAN 16" SPRNKLER TO BE LOCATED NO MORE THAN 6" OFF CENTER FROM ROOF RIDGE DISTANCE ALLOWABLE FROM ROOF HIP OR WALL TO BE 3-0 MAX SPRINKLERS MUST BE INSTALLED WITH THE FRAME ARMS PERPENDICULAR TO TRUSSES MIN LATERAL DISTANCE FROM FL-SA/BB AND FL-SA/GAP IS 6' MIN LATERAL DISTANCE FROM FL-SA/BB AND FL-SA/DS IS 4' FL-SA/GAP SPRINKLER DISTANCE ALONG EAVE TO BE MIN 6' TO 8' MAX(MEASURED HORIZONTALLY) SPRINKLER DISTANCE FROM EAVE TO FIRST ROW MIN 4' TO MAX 12' INSTALL WITH DEFLECTOR BELOW BOTTOM OF TOP CHORD 1" MIN TO 3" MAX ENSURE THAT THE SPRINKLER IS INSTALLED WITH THE DEFLECTOR PARALLEL TO THE SLOPED ROOF ABOVE SPRINKLERS MUST BE INSTALLED WITH THE FRAME ARMS PERPENDICULAR TO THE ROOF SLOPE SPRINKLER AT APEX SHALL BE V MIN TO 5' MAX FROM INTERSECTION OF THE RIDGE LINE AND HIP LINES SPRINKLERS ADJACENT TO HIP LINES SHALL BE 1' MIN TO 3' MAX (MEASURED PERPENDICULAR TO HIP LINE) FL-SA/DS SPRINKLER DISTANCE BETWEEN SPRINKLERS MIN 4' TO MAX OF 8' INSTALL WITH DEFLECTOR BELOW OF TOP CHORD 1" MIN TO 4" MAX SPINKLERS ADJACENT TO HIP LINES: ALL FL-SA/GAP SPRINKLERS DIRECTLY ADJACENT TO THE HIP LINE SHALL BE V TO 3' FROM HIP LINE Sprinkler Legend SYM MAN SIN K TYPE THID Response FIN TEMP ESC CITY le Victaulic V8122 8 FL-SA/BB 3/4 Quick Brass 200 OF 24 Victaulic V5623 5.6 FL-SA/GAP 1/2 Quick Brass 200 OF SSU 31 Victaulic V5621 5.6 FL-SA/DS 1/2 Quick Brass 200 OF SSU 19 Tyco TY3133 5.6 SSU 1/2 Quick Natural Brass 200 OF 3 Total = 77 NORTHWEST FIRE SYSTEMS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph:206.772.7502 * Fax:206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp Approvals Required EDMONDS OWNER / ARCHITECT Revisions Contract With: SAW CONSTRUCTION SUPER: WESLEY SNOW Phone: 425-773-5877 Fax: Contract Name: TRIKE STOP 23107 100TH AVE W EDMONDS, WA 98020 Drawing Title ATTIC SPRINKLER -awil-ZT Key Plan Date: Job Number: Designer: Building Permit: Drawing No. 01.22.2024 05392c BRYAN FARMER FP 1m2