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08-0004 Sprinkler Dwg=- ...._. I 6800 SO. FT. < Ir , , B ♦ -- ` 1 Z - z ♦ a �_ __ Ij 1 s'll ♦ I II -�, I Z I I y - �� ♦�,- - ►4- L - -�- . -.. ��- - - - - -- -- - -- IrI - - -►1 a I I ` • �• = I t F � � I 108TH ST. 9 LF 8` DEDICATED FIREUNE 5 LF Y DEDICATED FIREUNE ai OEDIOHTED FIREUNE T — — — — — — — _ -02—LF — - -- II 13 LF IF DEDICATED FIREUNE — RESIDUAL PRESSURE: 40 PSI ..._ __- -- .____.- _ -.__ __ _ E D ! - POINT' AT Y FLANGE LEFT BY OTHERS. 7 ILLSHEEf. TEST LOCATION CORNER OF 106TH ST. AND NE. CREEK ST 2' jCREEK AN STREET AAERCILI�ZA AFF 0.140 THIN COAT STUCCO OVER 51F 80. CONSTRUCTION: V9 15,858 SQ. FT. EXTERIOR GYP. OVER � METAL STUDS ® IIr O.C. !' g t S SUPPORT WALL I 7 BEYOND , / ROLL GROOVED, POLSHED, PLAIN END ( FOR BUR WELDING) 2.83 l 2 A DOUBLE DEOTOR 4 "FDC LINE �� q!I CHECK VALVE I ^ —� 0.198 ASSEMBLY AND 7 0.088 2.703 FDC CHECK VALVE C CHECK AL 5.10 0.298 ( NEW 2.Y I2.Y I4 "FDC BYOT14ERS 1 7 ER 'II g IN , 1 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 7.18 ( 4 I� r "20 LF W DEDICATED FIREUNE, = = - - - - -- - - - - - - - - - - - 1 �I q � 1 4.298 � - - - I.. I r T , ' 0.758 $ 10 0.134 II, { I 1 17,300 1,144 I r 0.134 $.357 ROLL GROOVED, PLAIN END (FOR BUR WELDING) �I r BUILDING C " 0.188 } ...._. I 6800 SO. FT. < Ir , , B ♦ -- ` 1 Z - z ♦ a �_ __ Ij 1 s'll ♦ I II -�, I Z I I y - �� ♦�,- - ►4- L - -�- . -.. ��- - - - - -- -- - -- IrI - - -►1 a I I ` • �• = I t F � � I 108TH ST. — STEEL BAR JOISTS T%.T-UP SITE PLAN N a 10 20 30 40 50 SCALE 1 • . 20 I ROOFING: R ALARKEY LOW SLOPE CONVENTIONAL 502 4 I I 12' PLY M4HXA C/W PROTECTION BOARD OVER R -21 (3.51 1141F:--, / POLYISOCYNURATE INSULATION STEEL GIRDER — METAL 4" GONG, SLAB ON GRADE CROSS SECTION A FACING WEST o e 12 SCALE 3/18' =11' -p 15' -O.Y BOD AFF T%.T-LJP CON CRETE, 1' NR D.C. SPAM W1 3 -515" METAL STUDS ®1B" O.C. W, R -13 — WATER SUPPLY INFORMATION z4' WALL THICKNESS BUD AFF STATIC PRESSURE: 50 PSI CONC. TILT -UP RESIDUAL PRESSURE: 40 PSI WALL FLOW: 1,100 GPM 0.133 DATE OF Ti 2004 B1o17 TEST LOCATION CORNER OF 106TH ST. AND NE. CREEK ST 2' SOURCE: CITY OF YELM AFF 0.140 THIN COAT STUCCO OVER 51F 80. THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED EXTERIOR GYP. OVER � METAL STUDS ® IIr O.C. 0.078 SUPPORT WALL I 7 BEYOND , 1.710 — STEEL BAR JOISTS T%.T-UP SITE PLAN N a 10 20 30 40 50 SCALE 1 • . 20 I ROOFING: R ALARKEY LOW SLOPE CONVENTIONAL 502 4 I I 12' PLY M4HXA C/W PROTECTION BOARD OVER R -21 (3.51 1141F:--, / POLYISOCYNURATE INSULATION STEEL GIRDER — METAL 4" GONG, SLAB ON GRADE CROSS SECTION A FACING WEST o e 12 SCALE 3/18' =11' -p 15' -O.Y BOD AFF T%.T-LJP CON CRETE, 1' NR D.C. SPAM W1 3 -515" METAL STUDS ®1B" O.C. W, R -13 — WATER SUPPLY INFORMATION BATT INSULATION W1 51W GYP, BOARD. WALL THICKNESS INTERNAL DIAMETER STATIC PRESSURE: 50 PSI wNBNI aF wn�LR, n1E RESIDUAL PRESSURE: 40 PSI 1 FLOW: 1,100 GPM 0.133 DATE OF Ti 2004 THREADED, CUT GROOVcO, ROLL GROOVED, PLAIN END, POLISHED TEST LOCATION CORNER OF 106TH ST. AND NE. CREEK ST 0,044 SOURCE: CITY OF YELM 1'$ A� GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED wNBNI aF wn�LR, n1E Nwncm I cNLaxe 1 40 0.133 1.049 THREADED, CUT GROOVcO, ROLL GROOVED, PLAIN END, POLISHED 205 0,044 11 114 40 0.140 1.380 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.92 0.078 11 12 7 0.095 1.710 ROLL GROOVED, POLSHED, PLAIN END ( FOR BUR WELDING) 2.83 0.122 2 7 0.09$ 2.185 ROLL GROOVED, POLISHED, PLAIN END (FOR BUR WELDING) 3.94 0.198 21,2 7 0.088 2.703 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 5.10 0.298 3 7 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 7.18 0.448 4 7 0.101 4.298 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 11.03 0.758 $ 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 17,300 1,144 8 " 0.134 $.357 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 23.030 1,649 CCifN 'NT " 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 WALL THICKNESS PER NFPA i 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) WHICH ARE FLEXIBLE. SCOPE OF WORK ( Lj) SMITH FIRE SYSTEMS (SFS) WILL PROVIDE A WET SYSTEM TO PROTECT THE INTERIOR OF THE RETAIL BUILDING AND UNDER ALL THE ENTRY CANOPIES. ALL WORK WILL BE PER NFPA 13 (2002) AND THE CITY OF YELM. STORAGE IS NOT TO EXCEED 12' IN HEIGHT, SFS WILL START WORK AT THE 6' DEDICATED SUPPLY FLANGE LEFT BY OTHERS. CLARIFICATIONS 1 SMITH FIRE SYSTEMS WILL BEGIN WORK INSIDE AT A 6' FLANGE LEFT BY OTHERS. 2. , ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40' F. TO PREVENT FREEZING. EXCLUSIONS FLANGE LOCATION —2�_ 4 N SCALE 12 " =1' -0' I RISER DETAIL FACING WEST 0 2 4 r� SCALE I W- V l' 1. PIPE MAIN DRAIN TO SAFE DISCHARGE OUTSIDE. 2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. MAINTAIN 2' ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS, RISER EQUIPMENT LIST ITEM 1 SIZE DESCRIPTION — -- MODEL # 0 i 1 3"X 2.5 CONCENTRIC D POTTER ELECTRIC PFF �J AFF REDUCER 1 2' TEST AND MAIN DRAIN AGF 1011 © 1 n WATER PRESSURE GAUGE ASHCROFT ELECTRIC BELL RED 1 12 HEAD BY OTHERS RED m r A -4 S AFF W I RED r> SPARE WRENCHES MANUFACTURER MODLL QUANTITY RELIABLE D CCifN 'NT " 03 i 1 - REDUCER W, I -LEX ;r COUPLING BJ d GROOVE X PLO. ADAPTOR — 7 �o \- SFS START POINT I RISER DETAIL FACING WEST 0 2 4 r� SCALE I W- V l' 1. PIPE MAIN DRAIN TO SAFE DISCHARGE OUTSIDE. 2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. MAINTAIN 2' ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS, RISER EQUIPMENT LIST ITEM QTY. SIZE DESCRIPTION MANUFACTURER MODEL # 0 1 0 WATER FLOW SWITCH POTTER ELECTRIC VSR -F ® 1 2' TEST AND MAIN DRAIN AGF 1011 © 1 1/4' WATER PRESSURE GAUGE ASHCROFT 1005P XUL ® 1 12 HEAD SPARE HEAD CABINET CONTAINING THE FOLLOWING: RELIABLE A -4 SPARE SPRINKLERS 8 WRENCHES SPARE SPRINKLERS MANUFACTURER TYPE MODEL +- NEW HYDRANT N NEW VALVE - RELIABLE SSU F1FR BRNZ 171W 31r 200' 3 RELIABLE DHSW F3QR CHRM 12' 1' 15W 3 SPARE WRENCHES MANUFACTURER MODLL QUANTITY RELIABLE D 1 RELIABLE 03 i 1 - SITE PLAN SYMBOLS v — — NEW UNDERGROUND BY OTHERS — — — EXISTING UNDERGROUND +- NEW HYDRANT N NEW VALVE C NEW FIRE DEPARTMENT CONNECTION E B ELECTRIC BELL BY OTHERS 1.. PAINTING OR LABELING OF SPRINKLER PIPING. 2.. ELECTRICAL WIRING OF ANY KIND. 3.• CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 4.. ALL UNDERGROUND WORK. DESIGN CRITERIA MERCANTILE ORDINARY HAZARD GROUP 2 It DESIGN DENSITY 0.20 GPM / SQ. FT. OVER 1500 SQ, FT, PARAGRAPH 11.2.3.2.3.1 CEILING HEIGHT DESIGN AREA REDUCTION FOR CEILING HEIGHT OF 15 -0.5" FINAL DESIGN DENSITY 0.20 GPM /SQ. FT. OVER 1044 SQ, FT. WET SYSTEM AREA AREA NUMBER OF DESCRIPTION SQ, FOOTAGE SPRINKLERS SHELL 15,858 180 TOTAL: 15,858 180 HYDRAULIC CALCULATION DATA ACTUAL DENSITY:, .20 GPM / 1036 SQUARE FEET DEMAND AT BASE OF RISER 266.59 GPM AT 32.35 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 518.59 GPM AT 38.71 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) Townzen & Associates zff Plan Approval The plans submitted for review are approved in accordance with local and state applicable standards. This approval does not relieve the applicant of the responsibility of compliance with the applicable codes. ❑ Approved with c mments,�Approved as submitted Date: ONLY a_ n W W cc I 0 nruvucn 1_ctacrvv I ,WKINKLEH LEUENU 11 At 1iHtVIAI TUNS 11, SYMdUL LEUENU REVISIONS CONTRACT WITH y4w"' - ° "+1�.A SYM MANUFACTURER S.I.N. TYPE MODEL s" ,'s �+ N: (AeDLE IN, FLOM 1i NO. DATE BV REASON FOR REVISION I 4� ".�,0 Cel'T)lIr<Rrs �r1 SMITH FIRE SYSTEMS, INC. BO2 BDROU OF BEAN 12 I CENTERLINE OF PIPE TO REFERENCED p —� BCD IBDPON",FC01( ,STRUCTURE IN INCHES -- HEBERT CONSTRUCTION "`"`' °o —� IBW ]KRTON a JOW 1108 54th AVE EAST " I BOTTOM OF nx411 CONTR. REG. NO. SMRHFS136DT Ba CT3 190ir m surt�� LETTER NDICATEg TYPE AV BRACE 2020 A STREET TACOMA WA 98424 BDe: ( 253) 925-1880 FAX: ( 253) 926-2350 FO FELD @LEI `j— AUBURN, WASHINGTON 98002 a 2III3D A v 4 , I MIRE FATE OF WALL '-WAY EARTHQUAKE SWAY BRACE OFOIN I OUMOE FACE OF WALL LETTER INDICATES TYPE 7 NA° NO AUTO. BPRINtLER4 " o� CREEK STREET PLAZA '..n0 LNLEBE NCTID O!1Frrvr1e T— HANGER LOCATION — PROJECT MANAGER: HENRY HEBERT ELEVATION ABOVE REFERENCED i PHONE: (253) 931 -8888 1304 YELM AVE, E. POINT IN FEET AND INCHES (, YELM, WA. 98597 FAX: (253) 931 -0186 (j (HYDRAULIC CALCULATION NODE SUPERINTENDENT: —111— I FLEXIBLE COUPLING - -- PHONE :0� Do�� DESIGNER DATE SHEET JOB NO. —+_ RIGID COUPLING FAX . TOTAL THIS SHEET - -j cL181 -KATE OF CANPErLNCY 6IANP REr PIAN JAMESNULL 11/27/07 1 OF 2 TD7040 Q 3 Q 21' -01 21AP D -- -T- 8 21' -P 1 8' 4' -8• TT __REO 12 13 21' -P 1 4 2 i 2 1 2 2 2 2 2 x 2 11, 2 a 2 C 10 11 x 2 2 2 2 - 2 2 2 2 2 2 �� 83 7-11 8 -1 0- 1 9.0 9-0 5-1 .3-11 10 1 STORAGEI �� 1 7-2 7-2 7-2 -3 10-0 8 3 2-7 1-2 9 -0 9-0 4 -10 4-2 9'0 8-0 2 -10 6-2 9-0 9I-0 w 4 EQUIP ROOM HO;,F • ?.'CESS HAT'JH SPRINKLER q 1 1O 1 RISE R�RR (5]RED 2 2 41 2 2 2 Z 9-0 '3-7 5-S 6-2 1- 8-3 3'2 � �7-O.S 3-10.5 PP m escq w.sL ! u r 55 ^,F io n 90F ...: -Jf 11144, � t3•^+VE. BOJ BOD 42 Ip ill - 2 +, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2ti 2 2 2 2 2 2 2 2 2 2 ixar- I -1'iaJ 7 -8 2-9 8-3 9-0 1 -7 6-2 i- 6-01, 9-07-9 i 9-0 - 18-0 5-9 3-3 9-0 9-0 2-9 431 2 -0 --+��- T - -- B 6.0 O 8 "0 8-0 "9 18-3 9-0 6-0 -9 1-8 2-7 1 9-0 9-0 4 -10 4-2 p-0 18-0 �-10 8-2 9-0 yr0 li CJ� III I �L4x4x1 %4 Lr�..:'I@LR - AUXILIARYCALCULATEDAREAAI o ,y �y i3 ro (�8] DENSITY: .20 GPM OVER 1038 SQUARE FEET 1 W 1 'a 33 r RED SYSTEM DEMAND AT BOR: 246.58 GPM AT 27.17 PSI ,V ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) li 43 �23 HYDRAULICALLY M T D 2 2 2 OS CMANDINO AREA SIGMA FILE. CRKPLA2 lL 2 2 2 x 2 1 21'' 2 2 2 a 2 2 2 2 2 2 2 2,� 2 2 2 2 2 2 2 2 2 2 +. 2 2 2 2 2 2 �' DENSITY'. .20 GPM OVER 1036 SQUARE FEET L 'I C _ _ _ - - - - [ - r r - - -- SYSTEM DEMAND AT BOR: 268.59 GPM AT 32.35 PSI @3CR7 8 7-8 W'0 Ti 2 7 10 9-0 7 x 1-1 6-0 9-� _ _%-2 _ i-1 1 9-0_ 8-0 5 -2_ 3-10 X9-0 9 -0 x-2 8- 0 8'0 _ 7-2 0-10 9-0 9-0 5-2 0-10 5-3 2-7 1- 9-0 -9-0 4 -10 d-2 _ -0 8-0 _ -10 8.2 9 0 >t 0 ( INCLUDINO 0 GPM FOR INSIDE HOSE STREAMS wIY 20�_.3N9.6K - �JG3h9.UK� - ?GG3No. K 1'•G3 "t9 vK 2G <329.JK @O..i._ly3.JKY - ?OvaPd9.G %T- _4 _ _- _ -_ ) w 2CC3 '9.6K 23� T49.OK 2 OGaN..OK * 2 GvdP4� GR _UGJ'�9;:�K T SIGMA FILE: GRKPLAI '., 0'_10.5' 8.5CF 1 c`3 m 2d 34 44 208 x 205 2 _.._ 201. - - - - -__ _- - 9-0 ! a�� 2 301 - 2 2 2 2 2 2 2 2 Z 2 ry 1 2 2 2 2 2 (`, 2 2 2 2 •8_......... 7-8 -2 3 17 -10 I 9a0 7x2 1�1 ___,I 0-0 6-0 'jx�t -_ _ 121 9x0 820 5 2 3210 9-0 r -_ _ - - 2 -2 8 10 9- _ _ - -�� 7-x 0-10 9-0 _..__ 9 -0 -Z-T. 1.2__.I _. _ 4 28.5CF 7. 4� 6-2 0-10 5-3 9-0 9-0 4-10 - I.2 9-0 B 0 10 6-2 92 0 _ 1 - -- ° 1 r'TU RTU RTU SITU iTJ RR1 RTJ 1 �1TJ r' -TiJ RED R?L1 GdTU RT fi3 _ (0- 407 �:, g I. )� '21 II � � I I, !I ' ; I �, . -�35 IO -ql. 0-4 25 ( ) BOJ D 53CF.fi ' -406 1211 210 n � ' 45 209 ' 1� I U . �� 'y°r 308 C-7: 308 13W 1310 � 2 x 2 �� 2 2 2 '207 2 2 x 2 2 2 2 2 2 2 2 '. 2 2 21z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2� •�� 3cF st• s .� a 14'7-8 7-8 61'0 -2 7-10 9-0 7-2 1-1 -0 6-0 7 -2 1-1 9 -0 8-0 5-2 3-10 , 9-0 9-0 2-2 8-10 0-0 7-2 0-10 9-0 9-0 5-2 0-10 5-3 2-71- 9- - - -- L.H. 1 0.5• n C'Q �J W / .0 2 �! 2 N 0 2 9-0 4 /0 4 2 8-0 2 8-0 2-10 62 9-0 _ 7-1 t,5 1 5 z c� 2 a 2 2 co w 2 co .21.3 'i, n x xi n z a `°:�,z z ,z '� x ''g x ;0=9 z a z z z z z z. /� zi z z z 2 °+ p._.n 413 '9 63CF B ,�2- -'1-9- .. ._ .. _ B�'. i 3 OS N 65 ��.; 57 �' 406 '4 ,(±� --4 .� _ .__. I. 1_. .. - _�., 1 _ _ _ _ _ _ _ (04, `g 11FOW 1;; ^ -= 6 3 T x 7 7 7 rt T I T i _ IS v 0. o to 7, T `� v�' T Y 1 171 _ + v j v^ ryT^ 1 ?2 -.�. ml 3, '� a �1 lei s �e, 'lee, el ''�a '�e �e '. -I -_- o . - -- - - -- 1- -- - - -i_... _._ ----- _.. ..- --- -�. - -- - _- _'-- - - -.___ ___ _ P FI ! 401 402 I • HSS •; %:2k3;'.5 - SEE DETAIL 1 (TY O 34 FITTER /LISTER NOTES: N AUXILIARY CALCULATED AREA, 4`2 SPRINKLER PLAN DENSITY: N GPM OVER .CANOPY SPRINKLERS SYSTEM DEMAND AT BOR: 105.85 GPM AT 17.44 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) «<r WALL LEGEND SIGMA FILE. CRKPLA3 1. ALL BHANUHLINES 1 U BE INSTALLED AT 10 900. SCALE 1IW-1' -0' 2. ALL BRANCHUNE HANGERS TO BE 9 TB U.N.O. 3. MAIN LINE TO BE INSTALLED AT 6 BOJ, 26 BOO. 4. ALL MAINLINE HANGERS TO BE 4.5T81: 5. LATERAL BRACING NOT REQUIRED DUE TO SHORT RODS PER. 93.5 3,7 ® FULL HEIGHT INTERIOR WALL A- [[[ �w s _I _. Lo CONCRETE WALL \ TOP CHORD OF BAR JOIST 1 P RETAINER STRAP F \ METAL DECK y - -._ GRINNELL FIL _._ • •. ° I `' 4Y • 59' 3!18` BEAM CLAM P TOLCO FIG. 825 BAR J FROM VERTICAL BOTTOM CHORD TOP CHORD JOIST ATTACHMENT /fr OF BAR JOIST OF BAR JOIST "- _ ? 3 5/8' METAL STUD WALL 45° 45° 1 R' z 3 314' HILTI IKWIK BOLT TZ t' (3 -4) SCH 40 BRACE PWE I METAL SCREW 3/8. CEIUNG PLATE TTILT UP WALL` -�� - -- ( 31 /4" MIN. EMBTED) !� 3/18' ATR (2) TOLCO FIG.980 / %' GRINNELL FK➢. 92 3118' ATR SWIVEL END 3/0' BEAM CLAMP (2)l (4 -0) BCH 40 BRACE PIPE 1 P RETAINER STRAP 30 ATR Y HANGER RING HANGER RING HORIZONTAL IDE _� (2) TOLCO FKL 1001 DRY SIDEWALL 1' TEE W! PLUG (2) 1:: MIN EXCESS PIPE TOLCO FIG. 44P L 1 PIPE ''- ^_ A 18' HANGER RING EQ1 EQ2 TB1 TB CF DETAIL 1 ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH 'S�6 HEBERT CONSTRUCTION I 2020 A STREET , AUBURN, WA. 98002 a PROJECT MANAGER: HENRY HEBERT PHONE: 253 931 -8888 I FAX: (253) 931 -0188 � SUPERINTENDENT: PHONE: FAX: Ina S Oesti$c A Imrd 181E 01 tPf e 3en 4 ti patA�" cLNiu -icnrL Or cONNtrtrvcr eiaMa �v YU°N AFF &BOW of ZD Aps aeo'•1_ FOISNm Roos OF SOT �;; OF> SS CTa cur To Surt O MID =AM IFaN .nsioE Fna of wAU OFOW Ou E FACE c WALL NAS No Aura S Fi;NNtEm UNO UNLESS Norm oO mym 12 BOB _A� -f (ELEVATION - P 'CENTERLINE OF PWE TO REFERENCED 'STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCAT)ON ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING COUPLING NO. DATE BY REASON FOR REVISION -IN- $ (RIGID