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RESUB1 FIR2022-0033+Fire_Sprinkler_Plan+6.8.2022_4.26.07_PM+2921229PROJECT CODE INFORMATION SCOPE OF WORK 6" 6" *1 6" 61' ALL Y A 1 L D Ti r ADJ. PROPERTY SITE PLAN � N , i 0 2 5 10 20 SCALE 1 "=10'-0" JOB NAME 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 A2/A3 VB 2015 International Building Code NFPA 13 2016 5088 SF 1.27 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 1. ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 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. 5. ALL UNDERGROUND PIPING SHALL BE RESTRAINED, HYDROSTATICALLY TESTED, AND FLUSHED IN ACCORDANCE WITH NFPA 24. A "CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" SHALL BE PRODUCED AND SIGNED BY THE AHJ BEFORE RHFP WILL CONNECT TO ANY UNDERGROUND PIPING INSTALLED BY OTHERS. MINIMUM FLUSHING RATE REQUIREMENTS 4" - 490 GPM 10" - 2,400 GPM 6" - 880 GPM 12" - 3,520 GPM 8" - 1,560 GPM ��►Lea:zN:zm►L>t�I�I►��y:r_��:3��ra:ilar�a.»a:i�.zN_��m:1�y.�I:�rr.�►i SYMBOLS SPRINKLER PLAN SYMBOLS SWAY BRACING 0 f PIPE HANGER BRANCHLINE RESTRAINT FLEXIBLE COUPLING vv RIGID COUPLING V HYDRAULIC NODE RDXX LINE PIPE DESIGNATION LABEL RED a3ti MAIN PIPE DESIGNATION LABEL FLOW SWITCH (FS) �7 T CHECK VALVE BUTTERFLY VALVE t�ttY�-S BALL VALVE U , HOSE VALVE i� GROOVED ELL (LOOKING SIDEWAYS) GROOVED ELL (LOOKING DOWN) GROOVED 450 ELL VERTICAL OFFSET GROOVED 450 ELL LATERAL OFFSET -G- THREADED PIPE VERTICAL OFFSET EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING X-XTS 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 NORTHWEST FIRE SYSTEMS (NWFS) PROVIDE ONE WET PIPE AUTOMATIC SPRINKLER SYSTEM TO PROTECT THE NEW MAIN ST COMMONS EAST BUILDING. NWFS WILL START WORK AT A 4" FLANGE 3' AFF IN FIRE RISER ROOM ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40OF TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY IgND 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. PER NFPA 13(2016), CITY OF EDMONDS MERCANTILE ORDINARY HAZARD II DESIGN DENSITY: 0.20 GPM / 900 SF AREA REDUCED DUE TO USE OF QR HEADS PER THE FOLLOWING CALCULATIONS -3 * 10 / 2 + 55 = 40% REDUCTION 1500 * 40% = 600 SF 1500 SF - 600 SF = 900 SF East building has its own address: 558 Main ST FLOW TEST INFORMATION WATERFLOW INFORMATION PROVIDED BY CITY OF EDMONDS PUBLIC WORKS. FLOWS OBTAINED FROM SYSTEM MODEL OF UNDERGROUND SYSTEM STATIC PRESSURE 97.29 PSI RESIDUAL PRESSURE 94.57 PSI FLOWING: 4620 GPM, RESIDUAL PRESSURE IS 20 PSI LOCATION OF TEST : AT SITE ELEVATION OF TEST: SAME AS BASE OF RISER I07:7_\L►j 1►141►107*:1 FP 0.01 SITE, NOTES AND SYMBOLS FP 2.10 LEVELI/ RISER FP 2.20 LEVEL 2 / SECTION VIEW GATE VALVE-N.R.S. (GV) OS&Y GATE VALVE (OS&Y) VICINITY MAP ELECTRIC BELL ` CHECK VALVE (WALLL MOUN�ENT CONNECTION Tony D OD 'T FIRE DEPARTMENT CONNECTION (YARD) EXISTING FIRE HYDRANT NEW FIRE HYDRANT -- Main St M POST INDICATOR VALVE (PIV) 4TB THRUST BLOCK liable Floor Coverings EXISTING UNDERGROUND PIPING NEW UNDERGROUND PIPING BY OTHERS m NEW UNDERGROUND PIPING BY RHFP 550 Main St, A B B R E�IIATI O N S Edmonds, WA 98020 ATR ALL -THREAD ROD SN GROOVED SHAPED NIPPLE Y CENTERLINE SS STAINLESS STEEL CTS CUT TO SUIT TYP TYPICAL FDC FIRE DEPT. CONNECTION UNO UNLESS NOTED OTHERWISE GAL GALVANIZED RN RISER NIPPLE QN IFOW INSIDE FACE OF WALL DR DROP ? MT MECHANICAL TEE DN PIPE DOWN D O.C. ON CENTER UP PIPE UP C POL PIPE-O-LET THR THREAD RC REDUCING COUPLING 0 N1?NTNffAfSrf1N1SYSrrJ13 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph:206.772.7502 * Fax:206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp � WASHINGTON STATE � CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N 9419-0815-C Level Northwest Fire Systems, LLC N NQPTHFS928CR m� o o� . Expires II � 5----------------------------A igna ur i2/a+/z2 � Approvals Required CITY OF EDMONDS OWNER / ARCHITECT Revisions Contract With: WILCOX CONSTRUCTION 234 5TH AVE. S EDMONDS, WA 98020 : SHANE PERKINS Phone: 206-595-1645 Fax: Contract Name: MAIN STREET COMMONS 550 MAIN STREET EDMONDS WA, 98020 Drawing Title SITE PLAN Key Plan FIR2022-0033 Date: Job Number: Designer: Building Permit: Drawing No. RESUB Jun 09 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT May 18, 2022 05043C 1!81e101 T� I=1:1 WEST BUILDING FPOm 10 3�� 9 10 l 11 12 J �(13 15-6% 24-8% 12-0 24-0% 4_O'V_ 7_R r%_dl!- 4 4 -71L A-4 n FP2.10 SCALE:1/2"=1'-0" NVMOV N `` V `` Ill` VI I m1-41 \``1 \ 1 `/--\I■ 0 2 4 8 SCALE 1/4"=1'-0" FITTER NOTES 1. OBSTRUCTED CONSTRUCTION, MAINTAIN A DEFLECTOR DISTANCE OF 1 "-6" BOTTOM OF BEAM TO A MAX 22" BOTTOM OF DECK, SECTION 8.6.4.1.2 (1) NPFA 13 (2016) 2. TYPICAL HANGER TO BE TYPE '15W' U.N.O 3. ALL BRANCHLING RESTRAINTS TO BE TYPE'BR' SEE DETAIL THIS SHEET RISER MATERIAL LIST ITEM # QTY SIZE I DESCRIPTION MANUFACTURER 1 1 4" UMC SHOTGUN RISER VICTAULIC 2 1 6 HEAD CABINET 3 1 HORN STROBE BY OTHERS SPARE HEAD CABINET CONTENTS QTY SIZE DESCRIPTION MANUFACTURER 5 1)2 TY3131, QR, PENDENT, 155", K=5.6 TYCO 1 12 SPRINKLER HEAD WRENCH P/N W-TYPE TYCO TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 10 TOTAL WATER REQUIRED 501.67 TOTAL PRESSURE REQUIRED 57.442 BASE of RISER (gpm) 251.67 BASE of RISER (psi) 46.328 SAFETY MARGIN (psi) +39.803 (40.9%) 1- UNION ix'/�x THREADED REDUCING TEE 1" UNION 5-11 AFF 1 " TAMPER BV OPEN 4-3 112 BALL VALVE WITH AFF NIPPLE AND CAP ELEV CONTROL VALVE DETAIL FP2.10 SCALE: 1/2"-1'-O" .�,. ILI RISER DETAIL FP2.10F S :ALE: 1/2"=1'-0- wftn l A FLANGE LOCATION iFP2.10 SCALE: 1/2"=V-0" Approved by Fire 06/14/2022 AFM fC��tte�e� Subject to field inspection. 4" Storz with 30 degree downturn, on FDC required for final C0 0 0 8 o 3/8" x 2'/" 3/8" UNISTRU n3/8" x 21/" p LAG SCREW NUT -i LAG SCREW co 0 �l 3/8" SQUARE WASHER 3/8" HEX NUT 1 5/8" x 12 Ga 6 3/8" ALL THREAD ROD UNI STRUT RING HANGER 2'/" PIPE HANGER - WB UNISTRUTTO WOOD co 0 SAMMY SIDEWINDER O _EJ O 3 _ 0 1 = O = 3/8" ALL THREAD ROD RING HANGER PIPE HANGER NO. 15W SAMMY SCREW '/z x 31/ LAG BOLT (Fig. 1001) U L Listed Sway Brace Attachment ---7 (Fig. 4L) " Attachmel (Fig. 980) Universal Swivel Sway Brace Attachment 1 Pipe. Schedule 40 BRACE S B-1 450-590 1/ x 31/ THRU BOLT !ig. 980) Universal Swivel way Brace Attachment Jule 40 BRACE S B-2 450-590 WOOD STRUCTURAL MEMBER A - FASTENER ERICO STRUCTURAL ATTACHMENT 1/2"ALL THREAD ROD BRANCHLINE ERICO BRANCH LINE RESTRAINT PIPE ATTACHMENT HANGER 'BR' SCALE: NTS SYM MAN SIN ORIENT Sprinkler Legend TYPE K-FACT THD TEMP FIN. Quantity Tyco TY313 Upright Quick 5.6 '/ 1550F Brass 30 Q Tyco TY313 Upright Quick 5.6 '/ 1550F Brass 12 �- Tyco TY3331 Sidewall Standard 5.6 '/ 200°F Natural Brass 10 Total = 52 1 ONTNWISTfI I SYSTI CIS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph:206.772.7502 * Fax:206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp ----------------------------+ WAS.INGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N 9419-0815-C Level Northwest Fire Systems, LLC N J N THFS928CR o c: . Expires II 5---------------------------- igna ur i2/a+/z2 A Approvals Required CITY OF EDMONDS OWNER / ARCHITECT Revisions Contract With: WILCOX CONSTRUCTION 234 5TH AVE S EDMONDS, WA SUPERINTENDENT: SHANE PERKINS Phone: 206-595-1645 Fax: Contract Name: MAIN STREET COMMONS 550 MAIN STREET EDMONDS WA, 98020 LEVEL 1 FIRE SPRINKLER PLAN Key Plan Date: Job Number: Designer: Building Permit: &ON"W111V RESUB Jun 09 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT May 18, 2022 05043C -1:;1'ril Z I yi1:1 Iiyi 14 d WEST BUILDING FP2m 10 i A.8 C.2 0 4 CD.4 o_ CV E.5 D FP2.20 w IFOF 10 11 12 24-8% 12-0 24-0% 5-6'/2 _ , 11-11'/2 _ , _ 11-11' _ _ 12-4'h _ _ 11-7% _ _ 6-3% p m U m U m V m L) m LL CJi 13 ■ & 11-7% �C? r• CD I ter, r• D �M O II I. I �C? r 0 �M r• O I `D 699 5F 8� 28 I I • 26 �orss ; 503 ZONE OF INFLUENCE 7x19'/z GLB I 502 I 10 I01 • '? I EVENT SPACE I N LO r N in I I � I r N r °D 23 49.28 5F 00 O0 C6 Co ors � I 7x12 GLB TYP I 84FF 8-9 FF • 0-2'/z BB 0-2'/2 BB 53 510 55 \511 2 FF 0-2 BB 1 I 13-0'/2 FF 0-2 BB I ■ 144 .., IIM 00 �C", co co IGo GoI. II UN uj . B/B LONG 90 ao 110 `-o ) �40112 U 522 % - 2% ® / — 0-2'/2 NIPPLE I 1x/2x1 RED TEE PLUG I �o eo \ 4-4% 11-7 2/z 523 N I r �, N in 134 � % 0-6 135 I QN II o \ o v7 I• N T C "' r r iv �, 01 op b I • 1 1-0 538 I KITC&N 1593h SF 177 � OOD x c"v I 179 539 1'/2 ADD A CAP 112 o O 5-6 2/2 � 1-1 JQ o - r i — C? OI CIOI L9 00 ♦�♦ 6 I NORMALL - `— pPEN SUPERVISED CONTROL VALVE AQ AT TOP OF SHAFT N % 556 I • 555 � 0 220 218 + 13-0'/2 FF __!Z! L9 I __1z u9 __1z In L 0-2 BB • . ` r• C%I I r• CV r• CV ^ 12Yz 2'/2 2Y2 co 2'/z 2'/z X 4-11 8-8% I 3-3 ------------------------- 11-11'/2 5-9'/2 L._. ■ 21/2 DRAIN CAP 1" 0-3 NIPPLE 1" BALL VALVE, 1" PLUG AIR VENT DETAIL 0-7'/2 w m U. O J V IL 3.2% 5-7'/2 _LEVEL 2 FIRE SPRINKLER PLAN (9 __ —_ ..j FITTER NOTES 1. OBSTRUCTED CONSTRUCTION, MAINTAIN A DEFLECTOR DISTANCE OF 1 "-6" BOTTOM OF BEAM TO A MAX 22" BOTTOM OF DECK, SECTION 8.6.4.1.2 (1) NPFA 13 (2016) 2. TYPICAL HANGER TO BE TYPE'15W U.N.O 4m:];?A0 N:1410 l:1=�I:7•�I0111&M03:1=6VA;j-3:i��=1 =1•]=k01MI:II: PI:I=1 =hI IFOF o> N CV C* IFOF Hydraulic Most Demanding Area Remote Area 2 - LEVEL 2 UPPER NET OCCUPANCY CLASSIFICATION Ordinary Group II DENSITY (gpm/ft2) 0.20 for 1500.00ft2 (Actual 917.30ft2) QUICK RESPONSE REDUCTION 10-0 Ceiling (40.0%) 900.0oft2 TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 10 TOTAL WATER REQUIRED 506.25 TOTAL PRESSURE REQUIRED 71.608 BASE of RISER (gpm) 256.25 BASE of RISER (psi) 60.273 SAFETY MARGIN (psi) +25.636 (26.4%) 0 0 0 0 S O � 3: 0 3/8" x 2'/2' 3/8" UNISTRU J 3/8" x 2'/" O LAG SCREW NUT O LAG SCREW co r / C0 % 3/8" SQUARE WASHER 3/8" HEX NUT � 1 5/8" x 12 Ga /8"ALL THREAD ROD UNISTRUT RING HANGER 2'/" PIPE HANGER — WB UNISTRUTTO WOOD 3/8" A THREAD RING HAN( SAMMY SIDEWINDER PIPE HANGER NO. 15W SAM MY SCREW '/ x 3'/ LAG BOLT (Fig. 1001) UL Listed Sway O Brace Attachment (Fig. 4L) Attachm( (Fig. 980) Universal Swivel Sway Brace Attachment 1 Pipe, Schedule 40 BRACE SB-1 450-590 '/ x 3'/ TH RU BOLT =ig. 980) Universal Swivel way Brace Attachment Jule 40 BRACE SB-2 450-590 WOOD STRUCTURAL MEMBER A - FASTENER ERICO STRUCTURAL ATTACHMENT 1/2"ALL THREAD ROD BRANCHLIKE ERICO BRANCH LINE RESTRAINT PIPE ATTACHMENT HANGER 'BR' SCALE: NTS Sprinkler Legend SYM MAN SIN ORIENT TYPE K-FACT THD TEMP FIN. Quantity O Tyco TY313 Upright Quick 5.6 '/ 155°F Brass 25 Tyco TY3331 Sidewall Standard 5.6 '/ 200°F Natural Brass 1 Total = 26 1 ONTNWISTfINI SYSTI CIS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph:206.772.7502 * Fax:206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp � WASHINCiTON STATE � CERTIFICATE OF COMPETENCY 2 FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N 9419-0815-C Level Northwest Fire Systems, LLC '0 m� NQPTHFS928CR o o� Expires 3/22 Igna ur i2/a+/z2 ----------------------- --A Approvals Required CITY OF EDMONDS OWNER / ARCHITECT Revisions Contract With: WILCOX CONSTRUCTION 234 5TH AVE S EDMONDS, WA SUPERINTENDENT: SHANE PERKINS Phone: 206-595-1645 Fax: Contract Name: MAIN STREET COMMONS 550 MAIN STREET EDMONDS WA, 98020 Drawing Title LEVEL 2 FIRE SPRINKLER PLAN Key Plan RESUB Jun 09 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date: May 18, 2022 Job Number: 05043C Designer: BRYAN FARMER Building Permit: WEST BUILDING Drawing No. FP2m2O SCALE 1/4"=1'-0"