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FIR2020-0087+Fire_Sprinkler_Plan+10.19.2020_4.55.30_PMi 1 2 3, 4 5'; 6` 7, 8 9 10 11 _I ALLOWED HEIGHT= 70.9 RIDGE HEIGHT 6g 0„ ACTUAL HEIGHT = 69' 0" OP OF PLATE EN -WEB TRUSSES TYP. 56 a FLEX 1 COMMON STI.DIO STUDIO STUDIO CERAMIC STUDIO MAIN FLOOR 2' a' AVERAGE GRADE = 40.9 SECTION VIEW — S1 SCALE:NTS 1 2 3 j 5 j 6 7 8 9 10 1! e r or F. 11 E TR RC FOYER LCCKE STUDI, STUDI- OPEN-W STUDI, TRUSSES TYP. MEWS RESTROOM WOMEN'S RESTROOM BIKESTORAGE I ER F 2 —PE: SECTION VIEW — S2 SCALE: NTS SECTION VIEW — S3 SCALE: NTS `Al `Bl (C) r D'. E F s G \ H 3 12 13 FIFE RP >HALL FLEX R CEP- CAFE TERRA( EN FRY SECTION VIEW — S4 SCALE:NTS II /2 E D 1 C` 13Wit ;. a I 8 " KITCHE GALLEF STU IC COMMON STUDIO RTUDIC w— NORTH DRAWING ABBREVIATION SPR - SPRIG RN - RISER NIPPLE DP -DROP FF - FINISH FLOOR TS -TOP OF STEEL 2 1 0 4 8 OTS - OPEN TO STRUCTURE 1 1 1 1 1 COJ - CUT ON JOB Graphic Scale 1I8"=V-0" SECTION VIEW — S5 SCALE:NTS DRAWING SYMBOLS EQ BRACING f -HANGER of - BRANCH LINE RESTRAINT - CENTER LINE O - HYDRAULIC CAL NODE FABRICATION SYMBOLS CM1.A -SPRINKLER MAIN FAB NUMBER B 1 - SPRINKLER LINE FAB NUMBER F3] RISER DETAIL SCALE:NTS ELECTRIC BELL (WIRING BY OTHERS) HEAD BOX 12 SPARE SPRINKLER HEADS 2❑ SPRINKLER DROP DETAILS NOTTO SCALE UPRIGHT BRANCH LINE GWB CEILING FLEX DROP MAX. (4) 90° BENDS BRANCH LINE HUB 114" SELF -TAPPING SCREW METALSTUD MOUNTING BRACKET BRANCH LINE RESTRAIN DETAILS NOTTO SCALE WOOD STRUCTURE NOT LESS THAN 45° 318" SAMMY WOOD SCREW FIG. 75 SWIVEL ATTACHMENT RING HANGER WI SURGE CLIP 37" MAX LENGHT FOR 3/8" ROD UPRIGHT 6(2 LET U \ ®I BRANCH LINE 1"ARMOVER VARIES HANGER DETAILS NOTTO SCALE WOOD STRUCTURE \ \ I 3/8" SAMMY WOOD SCREW ATR RING EARTHQUAKE BRACING DETAILS NOTTO SCALE �TJI '1/2" LAG SCREW (Fig. 1001) "Fast Clamp" Sway Brace Attachment Bolt into Unistrut Nut (Fig. 980) Universal Swivel Sway Brace Attachment ("SIFT) Pipe, Schedule 40 FOR 3" MAIN LATERAL SWAY BRACE SER LEGEND: fTJI �1/2" LAG SCREW (Fig. 4L) Pipe Clamp for Sway Bracing 1 5/8" Unistrut (Fig. 980) Universal Swivel Sway Brace % Bolt into Unistrut Nut Attachment (Fig. 980) Universal Swivel Sway Brace Attachment ("SF3") Schedule 40 FOR 3" MAIN 1. 4" DERINGER 30, DOUBLE CHECK DETECTOR ASSEMBLY W15/8" SENSUS SRII REMOTE READER (1 CUBIC FEET INCREMENTS) 2. 4" NRS GATE VALVE W/ CROSS WALL PIV 3. 2" PIPE STAND 4. 4" TYCO BFV-300, BUTTERFLY VALVE 5. 4" TYCO RM-1, RISER MANIFOLD W/ TEST & DRAIN AND RELIEF VALVE S. 4" TYCO CV-1 F, CHECK VALVE WAS NCT sTA e��������: MK DATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. ; COLUMF1952MGmoon ; �Expires !"�`"1■ Signature i LONG. SWAY BRACE SCOPE OF WORK: 1.COLUMBIA FIRE INC. SCOPE OF WORK IS INSTALL NEW WET SYSTEM INTO THE NEW BUILDING TO COMPLY WITH NFPA #13-2016. 2.SPRINKLER PLAN SUBMIT TO THE CITY OF EDMONDS FOR APPROVAL. 3.MATERIALS PER NFPA #13-2016 EDITION STANDARDS. 4.TESTING PER NFPA #13-2016 EDITION AND THE CITY OF EDMONDS. GENERAL NOTES: 1.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2.PIPE LENGTH ARE SHOWN AS CUT LENGTH. 3.PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 4.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 5.JOINING OF PIPE/FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 6.OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. TSTRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. &ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS. RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. EARTHQUAKE BRACING NOTES: 11ONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LATERALLY 21ATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LONGITUDINALLY. 31ATERAL SWAY BRACING / BRANCH LINE RESTRAINING SHALL NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6" LONG (MEASURE FROM THE HANGER ATTACHMENT TO THE TOP OF PIPE.) FLEXIBLE COUPLING NOTES. 1.ALL RISERS 3- TIN LENGTH SHALL REQUIRED 1 FLEX. COUPLING WITHIN 24" OF THE TOP OR BOTTOM OF RISER. 2.ALL RISER GREATER THAN 7' IN LENGTH SHALL REQUIRED FLEX. COUPLINGS AT BOTH TOP AND BOTTOM OF RISER 3.WHEN CLEARANCE IS NOT PROVIDED PER NFPA 13 FLEX. COUPLING SHALL REQUIRED WITHIN 12" OF BOTH SIDES OF CONCRETE WALLS / FLOORS. CONSTRUCTION TYPE: WOOD STRUCTURE DESIGN CRITERIA: LIGHT HAZARD - 0.1 GPM/SQ.FT - 225 SQ.FT MAX SPACING PER A SPRINKLER ORDINARY HAZARD 1 - 0.15 GPM/SQ.FT -130 SQ.FT MAX SPACING PER A SPRINKLER FOR: ELECTRICAL ROOM, STORAGE ROOMS AND TRASH ROOM. O�c Northwest IMPACT: Iron Workers... ;affeine Ma�nsl S The Harbor Building 0 b 0 �c Edmonds Wills & Trusts Cindy Isaacson CPA PS O aP �c Tatoosh Seafood 0 9Landau Associates, Inc >0 aP REVISIONS JOB NO. 2002070 Columbia Fire DATE 10/07/2020 SPRINKLER SYSTEM SERVICE & REPAIR DESIGNER Sau Lam WA CL# COLUMFI952MG 111 South Findlay Street PM John G. Seattle, WA 98108 (206) 232-8569 SCALE 1/8"=1'-0" Portrait Displays, Inc O Pilates Edmonds 0 10 202 Main Street Main St Nails &Spa © Washington Federal Ban r aP Corry's Fine Drycleaning 0 Q M4a Ten Gun Design 10 CD Bank of America (with 0 Q Drive-thru ATM) 4a VICINITY MAP SCALE:NTS NORTH Graphite I Art Studio 202 Main Street Edmonds, WA 98020 AHJ: CITY OF EDMOND SHEET DESCRIPTION Ryan General Contractors FP 14680 NE North Woodinville Way, #120 Woodinville, WA, 98072 GC: Bill Lentz (425) 330-3637 8 48I 1 ALCULATION FROM EXISTING HYDRANT TATIC PRESSURE: 118 PSI RESIDUAL PRESSURE: 20 PSI T MAX FLOW: 1913 GPM I I I I AB S1 FP1 C O D L L S2 S3 FP1 FP1 E, F(:G H I L L L A2.41 DN E TRY PORCH }'`d� UP b FLEX 1 iv TERRACE �'+� o A123 0 �, s�2 TERRACE / 10 yQ o o - b 1 O? O T r 0 0'-2, 'r rc S r B.O.J. ��� 1 1 0 520 523 T- _ q Q F, m Q GWB N 6-6 AYE 3'.7� r'Q� M _-7 00" ECE N �, o 1'-4;�+� Al2F 528 ,. B.O.J. } ,. " '� M " GWB 5Q " � � 00 io \> io 0;L c'v ro 1%J 1 %� � oll 0- -0 �6 D33 6*1 STUDIO 1's�: COMMON / s•�o• A102 j ,a� , STUDIO P1 1Aa N `C _ co CN CD N GW I, yQ Q� �,Q��� cQ1 13 -0 5Q ���` }�: 540 0'-3 �' o GWB 6Q a 542 O �+ cm ^ti6 Al I — -I, CAFE 543 STUDISKYLIGHT\ " =� 1�/4 °Q r 4 _ _ r O A103 � 0 � , 13'-0' i� �� LAC R ezw GW Q��} � 121 189 552 ' �? = rt y = �? = 47 rr 553 220 }�. � : r 554 � O U + v Pn Pn Y 1 _�6 1 '� Q u? �+ 3' '� 3 Y�IN 6� 3 Y ' 4 1� o yQ� ,�r�Q SQL 3 3 �`� 3 3 °D 3 3 3 3 3 '� 3 3 3 3 3 _ 3'-3'/>r °' 5%3'/z 4'-8'/2 " T-0 i^ 0'-8'r/x " ,� 10'-9 =" ^ 3'-3 3 9'•7Yz 2'-4'h 4'-4'� 2'-9 3'•6'/� 0' 10 5'-4 61- 0' } n 5 T-4% _ '_c \A2.40 277 223 14-0" r^_ 285 13'-0„ 5Q�^ �Q� yQ�� :� ST 11R10 °' , � 2 1 GWB 0 ��� O A� � r I;, � N }. A2.41 0'-8 /2 I 2'-4 5Q GALLERY 5 - S UDIO SKYLIGHT w6 \ A122 O ��� s5 104 o A A .;'�� `l6 'yv C? ED � 6 1.0� ��� j, y ST I �+ GWBCq cii 0'-5 SQ 5Q �, SEiR IC E J\ M I 1 ' GWB �•' .. _ B Zo � + STU O 01-8% � 90 o G 1 IA105 M S A 610 \ \2 RESTR ITH 8 m STORAGE-.40J I _ o G , 6,- '— 0'-,GWB 1'F� Q,�+ I + - 5Q - b OPEN 4 10 STO O� �, A o„ b� 0'-9'% :�TRC�OM 617171 ,ti �`+ r TUDIO .�1109 A 1 ;W�}�.'d17 1 61Q6 REST A1063'-0„ �+ MANS II ,� 0'-2 GWB —0 13'-0" .0 GWB A120 o^Q G rr GVy1 o��} 0'-$1� ' I GWB -°�� BRE kkt0&M `"' - jo E^ti I 1 .� 108 41. O� M '10�} • QL I A - m }� Q�,+� ',108b.;A STO \ry o A2.40 1 PA�11TR ^�` _ER • , H �Q in M • �'�-11 /z 0 3 0,-2, B10 - �.+ Z N `W B ST o 9,-0„ % ,� 9,_ QQ,�. 4'.1o'iz o `' rb - 1 1 O 4 GWB 2'- 9'-0" �_y 9'-0" #B 2 Q GWB WB ��, G U ,b AL 01-8 go �3 �' 3 M 3 3 3 }�'' 1 0'-4 IN SQ 1-3'/s 1 % 1114 r'Q 1'/4 1% 4" UG TO REMOTE �, 2'-6 1'- ram^ T-31A 0'-6 FDC(BY OTHERS) ''11 10'•0 2'-0 T-1 2'-10'/z 0'-2'/z '10'•1'h v T-3'/Z �. 1 ,-�^b _ ^ IV Y GWB BIKE STORAGE M $' A\ry Q a\CERAMIC \ry �1 ^� B �.}� 4" UG CONNECTION (BY OTHERS) zo N 13 STUDIO .1 T +'`� o 'N�l �J. 4'-2 2 s Q_ �� r m 1:12 SLOPE .. .�� IT 4" UG FOR FIRE B A107 Q 1,/` SUPPLYfBY w � _ IEICE FFICE 1% . ,TRASH 1 LOADING AREA ERS) r O� 1' 2;9' 1% 1 -6 1-7h 1'/� .1,/z Q 17 2'_6 F 2'-6 FF - - I " 1,-8 8 1'h h <f ih 7'-9 b, ^\ti 6'4� 0'-6 � VALE Q r� .STAINLESS } GWB ,`+ GWB �.'� G ,.PIPE �� o� 5Q 1 4" RISER BACKFLOW DERINGER MODEL 20 AANIFOL RISER 566 W/READER SI�CUBIC FEET OTE INCREMENTS) Al 562 NRS GATE VALVE W/ P.L. 398 CROSS WALL PIV 4'40 :i I— L 1. 0A*) C D E F DG / S1 S2 S3 FP1 FP1 FP1 NORTH DRAWING ABBREVIATION DRAWING SYMBOLS SPR - SPRIG O - EQ BRACING RN - RISER NIPPLE f -HANGER DP - DROP - BRANCH LINE RESTRAINT FF - FINISH FLOOR - CENTER LINE TS -TOP OF STEEL O - HYDRAULIC CAL NODE 2 1 0 4 8 OTS - OPEN TO STRUCTURE I I I I I 000001 COJ - CUT ON JOB Graphic Scale 1I8"=V-0" 1 0 0 0 WICv&2- EL I S4 I FP1 I LEVEL1 -FIRE PROTECTION SCALE: 1/8" = 1'-0" FABRICATION SYMBOLS Sprinkler Legend CM1.A -SPRINKLER MAIN FAB NUMBER B 1 - SPRINKLER LINE FAB NUMBER Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note O Globe GL5615 GL-QR 82 5.6 Upright '/2 Quick Brass 200°F Globe GL5601 GL-QR 19 5.6 Pendent '/2 Quick Chrome 200OF Tyco TY3338 DS-1 13 5.6 Sidewall '/2 Quick Chrome 155°F EXTENDED COVERAGE Globe GL5635 GL-QR/DRY 3 5.6 Pendent % Quick Chrome 200OF D Globe GL5626 GL-QR/SW 2 5.6 Sidewall '/2 Quick Brass 200OF Q Globe GL5608 GL-SS/IC 69 5.6 Upright '/2 Quick Brass 200°F ABOVE CEILING (16X16) Total = 188 MK I DATE REVISIONS 1 2 3)Z(; 4 4.20 4 r3 AREA 1 10 3 A2.41 JOB NO. 2002070 Columbia Fire DATE 10/07/2020 SPRINKLER SYSTEM SERVICE & REPAIR DESIGNER Sau Lam WA CL# COLUMFI952MG 111 South Findlay Street PM John G. Seattle, WA 98108 (206) 232-8569 SCALE 1/8"=V_0" S5 FP1 Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Light Hazard DENSITY (gpm/ft2) 0.10 for 1500ft2 (Actual 1688ft2) TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 13 K-FACTOR 5.6 TOTAL WATER REQUIRED 471.42 TOTAL PRESSURE REQUIRED 76.149 BASE of RISER (gpm) 371.42 BASE of RISER (psi) 63.946 SAFETY MARGIN (psi) +34.508 (31.2%) ■ MMMMMMMMMMME WASHINGTON mmMSTATE ■ ■ CERTIFICATE OF COMPETENCY ■ ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ Steve Adamson ■ 4265-0691-C Level 3 ■ Columbia Fire, Inc. COLUMF1952MG ; Ex Ires ■ � �cs��.c�lfo,ti_�Y ���12/S1/20 ■ Signature ■ Graphite I Art Studio 202 Main Street Edmonds, WA 98020 AHJ: CITY OF EDMOND SHEET DESCRIPTION Ryan General Contractors FP 14680 NE North Woodinville Way, #120 Woodinville, WA, 98072 2 GC: Bill Lentz (425) 330-3637