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APPROVED RESUB1 FIR2022-0122+Fire_Sprinkler_Plan+12.5.2022_3.08.00_PM+32528274/12 PITCH 24" CARDBOARD BAFFLE ALLOW FOR 1" AIR SPACE MIN. EXTEND 12" ABOVE IN5ULATION 501-I1) SHEATHING OR CDX PLYWD WHERE EXPOSED TO WEATHER 1X FA5CIA DD. W/ METAL GUTTER 2X BIRD BLK'G W/ ' 2" 5CREENED VENT HOLE5 WITH 1/4'' CORRP51ON RE515TANT METAL MESH COVERING FIN. FLR. TOP PL. FIN. FLR. TOP FL. 2X STUDS @ 16" O.C. TYP SIDING, 5EE PLAN5 FIN. GRADE TO SLOPE - AWAY FROM BUILDING Z _4; e - ALARM VALVE RISER A -FLOW SWTICH RISER O - DRY PIPE RISER - DELUGE/P.A. RISER - FIRE DEPARTMENT CONNECTION .6. - WATER MOTOR GONG 0 - ELECTRIC BELL Blown -in EDinsulation 1, R-21 1 LIVING AREA 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @ WALL AND CELING5 ENGINEERED J015T5,51ZE AND 5PACING PER PLAN OR 2X J015T 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @ WALL AND CELING5 LIVING AREA ENGINEERED J015T5,51ZE AND 5PACING PER PLAN OR 2X J015T 1/2" GYP5UM WALLBOARD, TYP W/PVA VAPOR BARRIER @ WALL AND CELING5 FIRE BLOCK ALL VERTICAL OPENING5 IN WALL5 AT PLATE5 AND FLOOR5 LIVING AREA 2X BOTTOM PLATE 2X F.T. SILL ANCHOR BOLT PER PLAN R-10 INSULATION 4" CONC. SLAB ON @ 24" PERIMETER 4" GRANULAR BED r . . t . a ` ALL REINFORCMENT MU5T DE TIED IN PLACE FOR FOUNDATION IN5PECTION L 5EE FDN PLAN FOR FTG. /FDN 51ZE ALL FOOTING TO DEAR ON DEARING 501L Unheated attic space Tent' space keeping Insulation above piping Heated space \ u u.0 trtLOW RIM M2" ROUND CONC W/ '4'��INVERTED NAIL SDMH11, STA:30+00.44-10.48 SEE WATER RIM.345.50 _ *ENTRANCE C3 0 SERVICE LINE_ _ IE 340.42-(12"PVC IN, S� SEE FRONTAGE" M DETAIL - D ss X. STOP BAR Q C p ° _ i J? 12' 12 72 MIN 96 e � I H RIM 37 1 I 11.9 24 0AYT I 1 2 i • FA Iowan 111111INKIN, F Ift � I \ / D ATH/BIKE ems,?o 4 CB#2 N . EX. C. B 350.04 EX. TOP ' CB#3 TOP=349.58 V= 348 B9 "W SIGN TBR) CONCRETE EXTR ED 351.75 CURB PER CITY F A EDMONDS TR-52 (TYP) 6 i 36 EX. INGRESS, EG SS I I \ 'o, N EASEMENT A.F. N 7801230217 ° 18 us -- � x Z I , x I I x 352. SO 65.00' I x I I I N 86 0'49" WUAT ' � I EX. 6" TO I FH TEE I " I x 6 IIT I 17 �S�S O x I �w, I 353 00 1 °c I I x „I BLD D 32 x �,� , 8 I , x "I UNIT 16 I I o II I/ 10' 353.2 ' I— � I UNTT Is 30 N 50 _ A.F. '? 9\ 010�'50J90 UNIT 23.25�_ B D A UATT3 7 ` h \ °j 5 °° 4 lr)' — 7 00 17,s- \ `" ROOF ORAIN 02%MIN\ 25' �s1 \ \ \' �s Dl. FH I 9" 3S42S CB RIM 349.81 DRAWING SYMBOLS HYDRAULIC DESIGN INFO. F $ $ - - I - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING - THREADED PIPE COUPLING - CONTROL VALVE -CHECK VALVE -PIPE HANGER (SEE CHART) - PIPE HANGER (SEE CHART) A-1 - WELDED PIPE TAG O - BRANCHLINE NUMBER 9-0 -PIPE SIZE &LENGTH ($10) - PIPE SIZE & LENGTH(CUT) too - HYDRAULIC NODE 10'-0" AFF U 10 BOD- -ELEVATION DATUM —� - CENTERLINE OF PIPE TO DECK rJ( THIS SYSTEM IS THIS SYSTEM IS NOT LLJJ HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED FLOW TEST STATIC xx gZ_ RESIDUAL xx GPM FLOWING xx DATE & TIME xx A/CVIeW SYSTEM DESIGi, REMOTE AREA xx DENSITY xx MAX. AREA/HEAD xx K-FACTOR xx xx ,9 UNIl5 ' LD t5° I 13 U1V177 15 SIT 8 it 17 x / \ 28 / x s 27 EX. C. B RIM=351.24 \ 1 \ I TOP=351.25 ` \ \ UNIT 14 x INV=349.01-6"W �\ I\ ` \ ��S o 19 UAgr10 1�x � \ N I/ �o \ C)�5�25 BL C ^� 0 555�° I Ln CB RIM 351. 4 21 i T \� \ 355.00 27033600100� DO 1 3 r EDMONDSWAY ILLC C3.� ENCLORE \ \ \ 9504 EDMONDS WAY EDMONDS, WA 9 Y3 / o - 4" YELLOW PERIMET R FIRE LA TRIPING (TO BE 0 FSET 6" FRO CURB OR EDGE OF PAVEMENT.) \\ \ " MIN LETTERING W/ 2" STROKE. /x - rev COE TR-567 \ ° a 25 p�X CONCRETE EXTRUDED t/N1T13 CUB PER CITY OF z \ ED ONDS TR-522 (TYP) x a� 5� �56 A° \ 0 7„ I 10, 15 \ I BSB/ I I I I HANGER LEGEND 10, S/TE �'L.9i✓ l INV=341.14 MH 15-769 \ TOP=+/-348 JJ � Ss FND 1 2 A W/CA L \\ o \\ r--� I � \ CBMH TOP=351.44 INV=345.14-36" INV=344.74- 12 "NW 0. F.=349.54 EX. S. S. M. H. TOP=350.23 INV=343.99 1 �J CB#4 ONE CARTRIDGE STORM FILTER "4" Footing drain @ 0.5%; ;Install one-way flow valve L 0 T 1 6 27033600102200 TRIMARK-WESTGATE APARTMENTS LLC 22816 EDMONDS WAY EDMONDS, WA. 98020 HEAD LEGEND SPRINKLER TYPE MFG MODEL I SYMBOL 1ORIFICE1 FINISH CANOPY TEMP K-FAC OTY I I I TOTAL THIS SHEET i DENED HEX HEAD SE 1 FURNISHED WITH THI MINIMUM FASTENER "STAND-OFF" HANGER & RESTRAINER TOLCO FIG.28 HANGER TYPE CP SCALE: NITS I i DOUBLE FASTENER STRAP TYPE HANGER I TOLCO FIG.24 HANGER TYPE CP SCALE: WTS n z E ReAl ro 3/4°.yaSB' 4-4 C0ZV,0,,8h-9 SiA/?TS ffE247- 3ENED HEX HEAD SELF THREADING SCRI 'URNISHED WITH THE HANGER AND IS TH MINIMUM FASTENER SIZE ACCEPTABLE ,I. DOUBLE FASTENER STRAPTYPE HANG TOLCO FIG.23 HANGER TYPE CP SCALE:NTS P. /2 _V_ (13Y oTf/�Rs� Ski>c FF VA, �9TE �lt,cS�9LL lijg (O � of 7-Y I „ � „ /,4 Q c AP 7Ye, lz/-:SCR bET�9ZZ- tio 5 cALG Col�zmbia Fire OVA CL# COLUMFI952MG III S Findlay St Seattle, WA 98108 (206) 232-8569 PROJECT: Z Z 8/0 E,n�o vOS ` AR E'pM45_4 4-S lvi9, ggbZ o iCisA�v E�r/T�'2PR,G CONTRACT WITH: z 04,07 sT.97e- tr, 9sue, s1lz:w4 /rl/S,y� X X X X X X x X V,*,- 60 T Y 129AP Uj J ~ Q w 0- 0- DESIGNER: DATE: 6/5,zz RQY1Szb /z/z/2z SCALE: /4S it/oT�,b HAZARD: A1050,541/34 20/914-'p, AHJ: -5. KIAJG Cam• F"! 4ZS- 775- 77Z0 �yto JOB # ZZOS3oC� SHEET # /_ 2 j I i U IN6 1:AU5TFITTENTWNG.EHOUSET5. IM 403. ALL NTADLET FANSdFRESHAIR INLETS.IML 403.5.E ALL TIME TABLE ROOMS WILL REQUIREN EACH R AIR INLETS RUNTIME FACTOR 2=50Y RUN TIME MEALn —OUR 5EGMEM. e — ALARM VALVE RISER A— FLOW SWTICH RISER O — DRY PIPE RISER — DELLIGE/P.A. RISER eV' — FIRE DEPARTMENT CONNECTION .�. — WATER MOTOR GONG L�i — ELECTRIC BELL BLDG D - LEVEL1 - FLOOR PLAN SCALE: 1/8" = 1'-0 - -- _- - 1211 44" MAX SILL HEIGHT Now t © 0 A6 23' 44-1/2" I � BEDRE C/ O K N 4'3" J' �. 46 8 Y FOLD. t 6065 eY PA55 - N 0 / I2) 5068 6Y UNIT 1,.^_ �( I U51NG EXHAUST FANS 6 FRESH AIR IN! EyS�IMT, 4C3.B.& ALL HABITABLE ROOM5 WILL REQUIRE OUTDOOR AIR 'NLFT5 RUNTIME FACTOR 2= 50% RUN TIME IN EACH s- HOUR 5EGMEti- BLDG D - LEVEL3 - FLOOR PLAN -- SCALE: 1/8" =1'-0" FRONT ELEVATION DRAWING SYMBOLS HYDRAULIC DESIGN INFO. IF THIS SYSTEM IS ❑ THIS SYSTEM IS NOT $ — FLEXIBLE GROOVED COUPLING A-1 — WELDED PIPE TAG U HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED. FLOW TEST $ — RIGID GROOVED COUPLING 9� — BRANCHLINE NUMBER STATIC xx RESIDUAL xx — THREADED PIPE COUPLING 9-0 —PIPE SIZE &LENGTH GPM FLOWING xx + CONTROL V,%'. �E7 — — PIPE SIZE & LENGTH(CUT) DATE & TIME xx �81 10� SYSTEM DESIGN �— — CHECK VAi_VE Boa — HYDRAULIC NODE I REMOTE AREA xx — DENSITY xx —P — PIPE HANGER (SEE CHART) 10'-0" AFF — ELEVATION DATUM U-10" BOD MAX. AREA/HEAD xx PIPE HANGER (SEE CHARTK-FACTOR xx --� f — ) —� — CENTERLINE OF PIPE TO DECK; xx BLDG D - LEVEL2 - FLOOR PLAN SCALE: 1/8" =1'-0" ROOF MATERIAL PER STRUCTURAL ENGINEER 24"CARDB0ARD BAFFLE ALLOW FOR 1" AIR SPACE MIN. EXTEND 17' ABOVE INSULATION WOAD SHEATHING OR CDT PLYWD WHERE EXPOSED TO WEATHER IX FASCIA BD. ---_ W/ METAL GUTTER 2X BIRD BLK'G W/ 2" 5CKEENEO VENT HOLES WITH 114' CORRFSION RESISTANT METAL MESH COVERING FIN. FLR TOP PL TOP PL. LIVING AREA 12' GYP5UM WALLBOARD, TYP. W/PVA VAPOR BARRIER O WALL AND LELINGS ENGINEERED J015T5,51ZE AND SPACING PER PLAN OR 2X JOIST 1/2" GYP5UM WALLBOARD, TYP. WIPYA VAPOR BARRIER ® WALL AND CEILINGS LIVING AREA ENGINEERED J015T5.51ZE AND SPACING PER PLAN OR 2X J015T 1/2" GYPSUM WALLBOARD, TYP. W/PVAVAPOR BARRIER ® WALL AND CELING5 4/12 PITCH FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS LIVING AREA 2R 5TUO5 916" D.D. TYP SIDING, SEE PLANS 2X BOTTOM PLATE 2%PT. SILL ANCHOR BOLT PER PLAN R-10 INSULATION 4" CONC. SLAB ON ® 24" PERIMETER I KANULAR BED FIN. GRADE TO SLOPE AWAY FROM BUILDING ' z t I J LALL REINFORCMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPECTION SEE FDN PLAN FOR FTG. /FDN SIZE ALL FOOTING TO BEAR ON BEARING 5011 SECTION VIEW SCALE,NTS HANGER LEGEND _ HEAD LEGEND SPRINKLED TYPE MFG MODEL SYMBOL ORIFICE FINISH CANOPY TEMP K-FAC OT' Pw1wAEN_7-_ VIAZA14 v/e494 • y wyrr eowc. /sr'l 4 9 /4 I —L I I I —I 7G ?%t 84-66 6 TOTAL THIS SriEET 1 /4 23 A4 !V 111 4 R D • DW N � 1 s / T � / UNIT18 GREAT ROOM } "` - • .In o 'cpo } 7 - 41AI rev c=F sJ- _ r�l 516" 1 56" IT 22'9" /1?asr Hy41f11PLZ /ci9GLY RS-1707'C AIZ5P6S hC4Q At p1z47SSVA e kEQ I9 zHG-%9D5 / � Z 4.3. lc �--..olumbio a F ire WA CL4 C01,UMF1952Mc3 11 1 S Findlay St Seattle, WA 98108 (206) 232-8569 2'2" x x x x x x x x J LLI — U � PROJECT: DESIGNER: -5, •4oAOSOW — DATE 8181ZZ ltevx ao Z Z S/D ED/YIo�/L�S �v�9Y 2/2/22 SCALE: HAZARD CONTRACT 4u'iTi-- _ ----- - ----- -- _ �-/ l�avos�.9ib/N� � GoNST, AHD. S. /ri//✓Iry co. ,��%% 4Z,6-_- 775- JOB # Z ZoS'300 __ - _ SHEET # �- Z -- /�cwo/2�,_ 4 zS 4o z 99ar� -- -- - - -- -- ---