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DOUBLE 2x TRUSS r WOOD BEAM <br /> TOP CHORD I 1-1PY THICK MIN. e!w en <br /> I o <br /> 1J2'x 3W THROUGH BOLT z� <br /> �1-12THROUrH BOLTTOLCO <br /> SWIVEL <br /> BOB O m <br /> SWIVEL <br /> M 45'BRACE <br /> I„ ANGLE <br /> 601 AC (MIN <br /> VERTICAL).FROM <br /> STING DOOR TO BE UMMI I'E AIDED z z VVERTICAL)�3 MOVED (MIN.ARFROM TOLCO 909 <br /> VERTICAL) SVVNEL <br /> - 'k" MINIMUM A <br /> d 1 <br /> o---_----- O---------0 THICKNESS 0 SWAY BRACE PIPE <br /> c O SWAY BRACE PIPE 1'r 7-0(MAX.)SCH.40 <br /> 1"x 10'-6"(MAX.)SCH.40 <br /> TOILED 1001 <br /> (E)PIPING AND SPRINKLERS PROTECTING OVERFRAMED AREAS LATERAL BRACE CLAMP O UNIVERSAL CO <br /> BRACE CLAMP <br /> 2> LATERAL BRACE "W1" LONGITUDINAL BRACE I'M" <br /> off^ (E NTS NTS <br /> '4 F <br /> T5 <br /> F 2-1/2"THICK MIN, <br /> DOUBLE 2x TRUSS - <br /> TOP CHORD i <br /> ---------- <br /> 1/2"X3Y.'THROUGH 60LT W <br /> O -0 <br /> UE(MIN. <br /> VERTICAL) TOLCO <br /> SWIVEL <br /> SHOWROOM BELOW o <br /> O SWAV BRACE PIPE c' <br /> 1'x 7-0(MAX.)SCH.40 <br /> j O TOLCO 4L cy <br /> UNIVERSAL BRACE CLAMP O�ap <br /> LONGITUDINAL BRACE "W2" e <br /> ,QQ <br /> NTS �s <br /> 2x TRUSS <br /> TOPCHORD - <br /> / Irr x T THROUGH BOLT 2ND FLOOR OFFICE <br /> TOLCO 909 <br /> SWIVEL <br /> 45-BRACE <br /> ANGLE z <br /> (MIN.FROM <br /> VERTICAL) m QQ <br /> h THICKNESS � <br /> ---------------CEILING <br /> 15-0 18-0 15-9 'E. 1. 16-0 15-0 15-0 12-3 1. 19-8 O SWAY BRACE PIPE <br /> 1'.xP-O"(MAX.)SCH.40 BUILDING SECTION 'E' <br /> i(A B C D E F G H I J K iLl <br /> roLCO 1001 NO SCALE <br /> -- - LATERAL BRACE CLAMP <br /> FIRE SPRINKLER PLAN(UPPER LEVEL) -10 0 10 20 40 LATERAL BRACE I'M" <br /> SCALE:1/8"=V-o" NTS SPRINKLER LEGEND: <br /> SCALE:16'=l'-0" <br /> 6 <br /> =NEW PIPE <br /> WOOD BEAM ti <br /> LARGE WALL GRAPHIC TEE WlUPRIGHT (N)BRANCH LINE W/ (N)BRANCH LINE W!1"CURE —— — <br /> —=EXISTING PIPE <br /> WHERESHOWN 1 1"OUTLET OR(E)BR CH OR(E)BRANCH W!MECH TEE 3g'X3Y"LAG <br /> ON PLAN) W/MECH TEE f =HANGER <br /> TOLCO 909 <br /> \ ---_1 TEE W/UPRIGHT SWIVEL <br /> (WHERE SHOWN ONPLAN� 1 �, =FLEX DROP-VICTAULICAH2 <br /> SWAY BRACE <br /> 1"COUP. 60'BRACE w r = <br /> ARM OVER(PER PLAN) _ <br /> DROP(PER PLAN) ANGLE <br /> (MIN.FROM z z O =HYDRAULIC NODE TAG <br /> -1 I VERTICAL) m <br /> I BRAND WALL PER DROP(PER PLAN) MT -MECHANICAL Tee <br /> SCHEDULE 111" MINIMUM <br /> ARM-OVER PER PLAN) O THICKNESS A =ADDED HEAD <br /> L-----J <br /> RECEPTION DESK SWAY BRACE PIPE R =RELOCATED HEAD <br /> PER SCHEDULE 1 1"x 7-0(MAX)SCH.40 <br /> 1 x 1/2x 48"AH2 VIC-FLEX DROP 1 x'A x 48"AH2 VIC-FLEX DROP O TOLCO 4L =EXISTING SSP TO REMAIN <br /> (3)2"MIN.RADIUS BENDS MAX. UNIVERSAL BRACE CLAMP <br /> (3)7'MIN.RADIUS BENDS MAX. � =EXISTING SSP-PLUG OR RELOCATE <br /> "AB2"CEILING BRACKET 11W4 II <br /> LONGITUDINAL BRACE =EXISTING ECOH PENDENT TO REMAIN <br /> bo CEILING TILE ,�CEILING TILE NTS =EXISTING ECOH PENDENT-PLUG OR RELOCATE <br /> QEC =EXISTING ECOH UPRIGHT TO REMAIN <br /> - �EC _ <br /> �....................� -EXISTING ECOH UPRIGHT-PLUG OR RELOCATE <br /> FLEX DROP 1 FLEX DROP 2 ...R,., .. B =EXIST EXISTING HSSW TO REMAIN <br /> Tlllre M.ODeen 1" TE iv <br /> 4930-0205-C Leval3 <br /> NTS NTS A her <br /> E L E VAT I O N VIEW'F' rc I*21 d'an,Inc. <br /> r AR her Gon9D9DR Q e' <br /> NO SCALE J..C "._ttffr <br /> WATER SUPPLY HYDRAULIC DESIGN INFORMATION HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER SYMBOLS ARCHER1.1 <br /> PROJECT: Lee Johnson Hyundai of Everet FIRE SPRINKLER <br /> STATIC 87PSI AREA HAZARD CLASSIFICATION TYPE DENSITY AREA SIZE COVERAGE PER SPRINKLER HOSE SYSTEM DEMAND A BEAM CLAMP CL CENTERLINE OF PIPE *FF(CL)ABOVE FINISHED FLOOR SYM MAKE MODEL SIN# TYPE FINISH K-FAC.THREAD TEMP CANOPY OTT PIPING PLAN <br /> RESIDUAL 28PSI B SIDE BEAM BRACKET CTS CUTTOSUIT *BB(CL)BOTTOM OFBEAM VICTAUUC V27 V2708 OR RECESSED SSP CHROME 5.6 112" 15V CHRIREC T1 7802 Evergreen Way <br /> GPM FLOWING 2188OPM C EYE SOCKET TO FIELD ORDER *TB(CL)TOP OF BEAM O ACTAUIC V27 VU04 OR SSU BRASS 5.6 Ur 2DV WA 16 PERMIT ND: - <br /> DATEATYE 1N9123 D NUT A PLATE WASHER WOW INSIDE FACE OF WALL *TS(CL)TOP OF STEEL I BOTTOM OF DECK <br /> & VICTAUUC m m04 OR SSU BRASS 5.6 1T! 200° WA 52 Everett, WA 98203 PER:MKEMETDUK E KWIK-BOLT OFOW OUTSIDE FACE OF WALL RIGID COUPLING 19 VICTAIAIC V27 V2708 OR SSP BRASS 5.6 11Y 200' WA YO <br /> LOCATION:- F HDI-P NAS NO AUTOSPRINLERS FLEXIBLE COUPLING I* GLOBE GL GUM115 OR DRY SLEEVE S SKIRT SW CHROME 5.6 112" 155' CHRISLV x WSCL#:ARCHEI*219DR CONTRACT W/: Foushee <br /> 7800EVERGREBIWAY G SAMMY SIDEWINDER MIO UNLESS NOTED OTHERWISE / TYCO DS4 TY5339 SR DRY ECOH DRY WE CHROME 5.6 112" 15V DEEPICHR 7 <br /> H SAMMY SUPERSCREW CGJ CUT ON JOB FIRE SPRINKLER DIVISION SITE CONTACT: Chris Denchfield SCALE: Aa Nobtl <br /> NOTES:- 3 COACH SCREW ROD 7855 S 206TH STREET, KENT,WA 98032 DATE: IR23 <br /> K CEILING FLANGE PHONE 253-872-7222 FAX 253-872-7277 PHONE: 425-466-9681 REVISED 17 FP 3 OF 3 <br /> T TRAPEZE TOTAL PROJECT'SPRINKLERS, 1N PLOTTED 7 <br />