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Plans (80) F PS2017 - 00024 Wood Beam Wood Beam . . \ ?1/2" x 0-4" Lag Screw 1/2" x 0-4" Lag Screw NOT IN CONTRACT AREA OF WORK Joist or TJI 1 #909 SWAY BRACE FITTING SWAY BRACE FITTING ^ „yr t � l Joist or TJI 3O. \01;)� � ., A_SammyScrew Sammy Screw Sidewinder ' ,; d °-IECEI t�s 3Qo N frfAR 7 �'• 2017 T BALL THREAD RDD ,IIIt• Gl7Y OF jlGARD ALL THREAD ROD LESS THAN 6" TYP. �1 SCH.40 PIP 'O �1 SCH.40 PIPE LESS THAN 1G TYP, 0' 0; I1lLDl�G ID ON 3 � � f PIPE RING f TH EAD IGHT T© PIPE 4 I-- i i / [�7 I-- .< .��gV(�rI [A•,�7 �JHEL� THREAD TIGHT TO PIPE -8,CQO SQ.I- ////////// \\\_ \\- QUICK CLAMPPipe Clamp [c SYSTEM DESIGN: SS Hanger Detail SW Hanger Detail c, 2 SYSTEMS DESIGNED FOR GST 20 for Pipe 1- 2 1/2" SWG 20 for Pipe 1- 2 1/2" LATERAL SWAY- BRACE LONGITUDINAL SWAY BRACE IGH PILED STORAGE 20 — 5 KS' T, SWG 25-380 for Pipe 3"- 4" RACKS u) MAX SPACING 100 SQ.FT. PER FEAD L'.1 //////// 1/2" x 3" Lag Bolt SAT ER . ; / 0 8" FLANGE (TYP) FSW START POINT AT STATIC: 105 PSI ALL THREAD ROD Q 4" GXG BUIIERFLY VALVE W/TAMPER SWITCH (EXISTING) /EXISTING RISER LOCATION 3 6" GXG BU I I ERFLY VALVE W/TAMPER SWITCH RESIDUAL: 9> PSI + � �; Q I LOlI: 1 ,680 GPM HEAVY DUTY WELDED ATR 0 6" GXG RISER CHECK VALVE 0 / /EXISTING E LE BELL ,� HANGER RING 4" GXG CHECK VALVE (EXISTING) © EXISTING FIRE DEPARTMENT7 ,, PIPE RING 2 ' ' TOR 0 2 X2'IhX4 FIRE DEPARTMENT CONNECTION (EXISTING) ,y -'"J 2, Sch. 40 Pipe 8 -0 Lg. {mod 1 .06) ; 5 0' CO N N E C I I O N , ,> I%�a ='1 \ / 0 6" AMES C300BFG BACKFLOW PREVENTER DA 2) Sch. 40 for 4 Mains (modulus .68) A 21• '' Sch. 40 for 6" Mains (modulus .95) (9 12" ELECTRIC BELL (EXISTING) FIRE HYDRANT 6" TYCO 513 RISER ASSEMBLY Trapeze 10 12 HEAD SPARE SPRINKLER CABINET Hanger #T3 11 PIPE STAND W/ 8" 125 ANSI FLANGE ON ONE END 10" END TO END ALL UNDERGROUND AND RISER IS 12 NEW WET SYSTEM #1 EXISTING AND SHOWN FOR 13 NEW WET SYSTEM #2 REFERENCE ONLY /�IT - E PLAN 14 FIRE SYSTEMS VEST INC. START POINT Ij' 11 r 15 6x4 RED COUP N -.7,--) 'i— EXISTING RISERS TO REMAIN SW 30 \ 1A FAD . 9`--0n AF ® 0 11 1.. .■i 1 ■I flit 117 U.h ® i�I ll a4. . A- 1.11 IUII6 1 DI E ■ LINE 19' BCD \keseisimmimoNamloom - ri ] . I I i ..._ 1 Iallj " g , 0-7.- k II } /rte IIIIE#li �/ •�[ 1 15 SYS 12 Mme tl MAN 2V-8"AFF 3z I'; MATCH LINE 5-4 AF _ 4(3-4) IS " I .� r-IPP 111 ' II 111 SYSTEM #1 1111 1 -\-----N\'\ 11111 N ,a BF1 C It : 2 me. NOT IN CONTRACT 3' 6" AF �► ,I 1 Q !!"11 ._ L / \ BF2 :"/ SYSTEM #2 \ / 4r 76 -- / \ " BOR �KEY PLAN \ / N TS. 11 ®BUILDING SECTION VIEW 1/8" = 1' 0 0 ®RER SECTION VIEW CO Q41:11) 41) 0 . 4 6 8 9 2..11/2 - 1' CITY OP TIGARD REVIEWED FOR CODE COMPLIANCE ... .... .-. — [-- A 1 _ _ _ ..__. __.- _- _ _ _ _ _. -._ _.__ 4 EXISTING MIN _ _ __ _ _.._ _- __ ._- -_-- _ _ __ ___ __._ — Apptoved: r CAQS `'t l`{t t 1 DEMO _....._ __-__ .....--. ___ _.. UTC; ` OCATE STING 4` REEXISENG TUNES BAC AINTO Permit#: i 6l. — _,:e.(7324#EXISTING LOCATION RELOCATED FAIN EXISTING RISER Address: SEE RISER DETAILS ��[1��,,� ��>� Suite##: 401 NEW LOCATION— _$ �� T1at� Adwd k, B _..... - I I OFFICE COPY 1l(DEM LMESsums= 11( EXISTING LINES ...-_. .,,.._. _. _._ ONO __ __ .... iv TO RE1WN TYP i W i i II I _ _____ 0 __ _ _ , Cit 'I X' ,-. \\-` _---_ -___. ..__ .._�_. ...__. ___ -...,_ ....... ......_ DEMO PIPE omowcmxm�� g SWUM X I-3' PIPE TO RAM `a PIPE TO RELOCATE ` G } _ .. .... - - .._.. y D - II g I —GP DUSING 41101 .5 ,=, I SECTION DEMO TIE EXISTING LINES BACK INTO { RELOCATE EXISTING 4' MAIN \ '� I 1 4" 1' i I RELOCATED MAIN_.. _-_ _._.- -__. .__..._ _-.- __-_ ___ _- _._.._ __ .__.-. __. .___-. _____ _____ .... .. __.... ..__,. _.. .-. .. ...__.. TO R1 TAI TIP COMPLETED 1!( EXISTING LINES PLEASE PROVIDE FPA 13 __ _ . _ _ _.- . `� 0..... . . . MATERIAL AND TEST CERTIFICATE AT FINAL INSPECTION . E 11(USING UNES1 1J(EMSBNG LINES . 1J( EOMUNES CONTRACT NAME: DA- TO MN THIS AREA DEMO DEMO '(<, -9 II c� ti�'a1N� * sfCl. BONITA WAREHOUSE 7991 _ `� 6777 SW BONITA __ _..... TIGARD, OR 97224 Q • OR fY?js,�T I:) -J`G; CONTRACT WITH: KIDDER MATHEWS EXPIRES. I- 1 -! ONE SW COUMBIA ST. STE 900 Portland, OR. 97258 DEMO PLAN PHONE: (503) 221-2293 1/16" = 1' FAX: (503) 000-0000 REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES MK DATE BY 1. ALL MATERIAL & EQUIPMENT TO BE NEW & UL OR FM APPROVED. DESIGN CRITERIA PROVIDED BY CONTRACT DOCUMENTS, ALL FOLLOWING DATA PROVIDED IN r''•; I'Ii'e lr'est JC 0 0 0 2. DESIGN, FABRICATION & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. ACCORDANCE WITH NFPA #13, 20013 EDITION. 1��. " 600 SE Maritime Avenue, suite 300 3. EARTHQUAKE BRACING SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. { Vancouver, WA 98661 4. PIPE HANGERS AND METHOD OF HANGING SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. 1. RACK STORAGE OF CLASS IV COMMODITIES 20' .495 / 2,000 SQ.FT. 36(3 693-9906 fax: 503 289-2208 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. { } } SPRINKLER HEADS 6. JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. 2. NFPA-13 2013 OBSTRUCTED CONSTRUCTION 8.6.4.1,2 (1) INSTALL WITH DEFLECTOR WITHIN 1" 6. OWNER TO PROVIDE ADEQUATE HEAT TO PROTECT PIPE FROM FREEZING. TO 6" BELOW THE BOTTOM OF STRUCTURAL MEMBERS. WA ST. CONTR LIC NO: FIRE SW1 14091 OR ST. CONTR LIC NO: 49732 SYMBOL TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANTITY APPROVALS REQUIRED DISTRIBUTION g PIPING LENGTH DIMENSIONS SHOW CENTER TO CENTER CUTS. 3. ALL LINE HANGERS SHALL HAVE RODS LESS THAN 6" QUALITY CONTROL BY: JON CHAPMAN DATE: 2/24/17 E - EXISTING HEAD O UPRIGHT TYCO / TY5151 / EL0-2318 3/4" 286* BRASS SSU 472 AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION 1 9. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE APPROVED FOR FABRICATION BY: JON CHAPMAN DATE: 2/24/17 R - RELOCATED HEAD CITY OF TIGARD OWNER/ARCHITECT 1 RESPONSIBILITY PIPING NOTES APPROVED FOR INSTALLATION BY: JON CHAPMAN DATE: 2/24/17 OWNER/ARCHITECT FIRE SYSTEMS WEST 1 OF THE OWNER AND/OR STRUCTURAL REPRESENTATIVE. 1. ALL SCREWED PIPE TO BE BLACK DYNA THREAD OR EQUAL WITH CI FITTINGS JON CHAPMAN 2/24/17 1-11-1460 1 OF 3 TOTAL SPRINKLERS THIS SHEET 472 TOTAL: 3 2. ALL GROOVED PIPE TO BE BLACK DYNA FLOW OR EQUAL WITH GRV FITTINGS. 0 0 0 Cz( 0 ® i 0 CA :\\i imi ,, ' co I 2J1[• 211 • 214 1 • 234 • 234 1 MM. 231 I 231 , 2/1 • 235 I 231 • l • 214 I 231 231 231 MI1 214• 1 • • 215 I 2/5 231 111.1111. 1 • • zi 1AMNIA 1 • • 1 , A. ZI 1 2/5 • 231 . 779 1 235 + 231 Z 1 0-6 • -0 - 4-0 5-0 -0 10-0 5-0 5-0 • 10-0 5-0 5-0 10-0 5-0 5-0 10-0 5-0 • 5-0 10-0 5-0 5-0 10-0 5-0 5-D 10-D 5-0 5-0 10-0 5-0 5-0 10-0 5-0 5-0 10-0 5-0 5-0 10-0 5-0 5-0 10-0 5-0 • 5-0 10-0 G,0 I- ID Q I a +?�I' I I I I 1 1 1 I I I I I I I I I I I Ib I I I I I 1 I z I I- n,� �� e,7� I,�[ ` rye[ I,�( !� �,` I,{� ; I,�( f,� I,� ry,� I,�( I�� I,� I,�� z 2)4 - 214 714 234 731 234 234 211 234 21f 2341 234 214 211 01 21¢ 234 235 214 214 234 234 2)4 2)9 234 t 234 231 714 734 211 21f 214 234 234 214 234 O 0-6�• 4-0 4-0 • 5-0 1 5-0 , 10-0 • 5-0 1- 5-0 • 10-0 • 5-0 1 5-0 i 10-0 • 5-0# 1' 5-0 • 10-0 • 5-0 I 5-0 • 10-0 • 5-0 I' 5-0 • 10-0 • 5-0 1 5-0 # 10-0 • 5-0 1 5-0 • 10-0 • 5-0+ i 5-0 :O..' 10-0 • s-0 1' 5-0 • 1D-0 • 5-0 1 5-0 • 10-0 • 5-0 1 5-0 • 10-0 • 5-0 5-0 , 10-0 (�TYP All LINES lYP.ALL LINES 1YP. Nl LINES TYP.AU.LINES o�� .- (UNE PIPE 19BOLI ILINE PIPE 19 BOO O N' I _ i._ ` E o3 N)214 s f 231 219 214 2)4 234 219 219 219 2)4 214 2)f 2K 2)4 2]4 2!4 234 219 234 23! 279 219 219 219 2)4 21f7347792Y 234 214 279 214 234 2)4 219 219 2)4 234 214 2140-61-• 0 µ 4-0 • 5-0 I 5-0 a 10-0 • 5-0 1- 5--0 • 10-0 • 5-0 I 5-0 a10.0 • 5-0 1 5-0 • 10-0 • 5--0 1 5-0 a 10-o • 5-0 1' 5-0 • 10-D • s-0 1 5-0 + 10-0 • 5-0 1' S-0 • 10-0 • 5-0 1 5-Q 10-0 •• 5-0 I, 5-0 • •10-0 • 5-0 ' 5-0 • 10-0 • 5-0 I/ 5-0 ' 10-0 • 5-0 1 5-0 • 10-0 O 1 I I I I I 1 I I I I I I I I I I I I I 1 l I 1 I I I I I 10 16 ''.,- . MAIN 21'-- ' t..-7. + in W -� k 1- I ___-_ I 1 - - -I. 4 -__ _ _ _-, I _�__.,- I - _...m__ e.___.._.. I .- -.---I _I - _._. 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ALL LINES 1YP.ALL LINES Trp. ALL LINES 1YP. ALL ONES 40 0 Q / I I Zi 24 211 214 215 214 214 214 234 214 214 Z4 I I �// I • • I • I • • 1 a • ', 1. 2Y3 • 0- • 211 I 7YJ • 034 • 234 I- 514 • 10-0 • /5-0 0 5m-0 f 10-0 • 5-0 I' 5-0 • 10-0 • 5--0E 1 5-0 10-0 • 5-0 1' 5-0 • 10 0 , • 5-0 1 5-0 • 1 1a 0 • 5-0 5--0 231 ri, 2J5 Q 10 a • 0 I •5-0 a 10 235 0-0 0-6 4-0 5-0 5-0 10-0 5-0 5-0 10-0 • 5-0 5-0 10-0 5-0 5-0 10-0 5-0 5-0 10-0 5-0 5-0 1 I @ I I I I I I I 1 I I I I I I I I 1 I € I I I I : I I I I I I I I f 16 1 1 I 1 I I 1 1 1 I 1 I I I - I 1 - 1 I - I I__. 1 I I a I I I I I I 1 I. 1' in 231 -- 211 231 231 239 219 214 234 239 214 739 234 214 211 714 714 234 214 214 211 214 211 214 231 214 211 734 214 214 214 234 234 231 214 211 214 274 214 214 234 219 D-6�• 0 4-0 • 5-0 I 5-0 10-0 • 5-0 1' 5-0 • 10-0 • 5-0 1 5-0 10-0 • 5-0 1" 5-0 • 10-0 • 5-0 1 5-0 a 10-0 • 5-0 1' 5-0 • 10-0 • 5-0 I 5-0 10-0 • 5-0 1- 5-0 • 10-0 • 5-0 1 5-0 • 10-C • 5-0 1' 5-0 • 10-U • 5-0 1 5-0 10-0 • 5-0 1 5-0 • 10-0 • 5-0 1 5-0 • 10-0 OE O G 0 IUNE PIPE 19' [f i 1 /y�/ �,`� I I I I I 1 I I I 1 I I I I 1 i 1 I I /9�/ I I I 1 234 234 234 214 7)4 234 234 214 739 231 214 237 2)4 234 2)4 234 239 234 214 3 2$4 214 231 214 234 214 234 234 231 234 211 214 234 214 234 214 214 219 239 234 234 214 D-6[• o 4-0 • 5-0 1 5-0 a E 10-0 • 5-0 1 5-0 • 10-0 • 5-0 1 5-0 •a 10-0 • 5-0 1' 5-0 • 10-0 • 5-0 1 5-0 • 10-0 • 5-0 1` 5-0 • 10-0 • 5-0 1 5-0 • 10-0 • 5-0 1' 5-0 • 10-0 • 5-0 1 5-0 • 10-0 • 5-0 1 •5-0 • •10-0 • 5-0 1 •5-0 • 10-0 •• 5-0 1 5-D ' 10-0 • 5-0 1 5-0 • 10-0 I 1 I I .�. I I I I 1 I I I i I I I I I 1 1 1YP. ALL LINES 1YP. ALL LINES 1YP. ALL LINES TYP. ALL LINES 4,0 + 0 o A fSr. 234 - 2)4 2)4 214 234 214 234 214 234 274 714 214 274 734 214 734 234 2)4 731 734 2 234 234 2$4 239 234 714 2)4 234 2)4 234 239 214 234 211 234 234 234 734 234 214 0-. • + 4-0 5-0 1 5-0 , 10-0 I • 5-0 1• 5-0 • 10-0 • 5-0 1 5-0 "1" 10-0 • 5-0 1` 5-0 • 10-0 • 5-0 ' 5-0 a 10-0 • 5-0 1' 5-0 • 10-0 • 5-0 1 5-0 , 10-0 • 5-0 I'1 5-0 • 10-0 • I5-C 1 5-0 •• 10-0 • 5-0 I• 5-0 • 10-0 c • 5-0 1 5-0 , 10-0 • 5-0 1' 5-0 • 10-0 •• 5-0 1 5-0 • 10-0 // -- '\NI AUX. 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ALL UNE c� O E 1 � s„ 4,� 1 L 1 1 , - I _ _ 1 _ I I I -1------ I- ------- ---- - - --- 1 in :I( f C4 JQ� ® Cci 116 (110 I 1 I 1 1 1 I 1 I I I I 1 ,..,... 1 1 1 1 1 I I II I I I I I 1 l I I 211 24 211 279 211 231 214 214 214 234 234 234234 214 231 214 211 234 234 235 214 234 214 234 214 214 234 214 234 234 23f 235 I. ..--... _ _.__._. 1,'1 • 4-9 CD 5- • 10-0 • 5-0 E- 5-0 • 10-0 • 5-0 I 5-0 • 10-0 • 5-0 I' 5-0 • 10-0 • 5-0 I 5-0 '• 10-0 • 5-+ I- , • 10-0 • 5-0 1 5-0 • 10-0 • 5-0 1. 5-0 • 10-0 • 1 + • 10-0 • 5-0 I 5-0 • ' 10-0 • 5.- 0 1 5-0 • 11 0 t*r) oLil _ 0I C .t-Z o' a 32 } C5 •SR CD © eiC V(EXI511NG LINES 214 ` 214 234 214 234 214 231 231 214 214 231 2!f 214 234 I 214 , 1 • 2>f z►4 • 1 • • 1 a • I • • I i • 1 i • 1 a • I • • I i� • 1 • • F I I I 10 REQ AREA I I 1 + 10-0 5-0 5-0 10-0 • 5-0 5-0 • 10-0 5-0 • 5-0 10-0 5--0 5-0 10-0 5-0 I 5-0 100 5-0 5-D 10-D •1 5-0 5-0 • 10-0 15-0 5-0 10-0 5-0 5-0 10-0 5-0 5-0 • 10-D 18'-9" - I�.. 1 I ( 23f z 11�RED I �-� I I I I 1 ( II I I I 1 1 I Q I I I I I I I 5 1 234 239 234 734 234 234 234 ! 231 734 234 211 211 234 214 214 214 234 214 214 231 734 214 I 214 214 211 2)4 214 214 i 731 CD • 2N ' • • I a • I< •10 • i # • 1 • • I • • I • • i • • 1. • • I a f 14-9 � 5-3 10-0 5-0 5-0 10-0 5-0 5-0 • 1a-0 5-0 5-0 • ! 10-0 5-0 5-0 10-D 5-0 5-0 10-0 • 5-0 5-0 10-0 5-0 5-0 10-0 5-D 5•-0 1+ •+ 5-0 5-0 • 10-0 5-0 5-0 10-0 (c'.. TYF.All LNFS TYP. ALL LINES I IYP. ALL LINES " t I FIRE SPRINKLER PLAN EAST 1 I A �1/8 = 1 HYDRAULIC SYSTEM THIS BUILDING ADDITION IS PROTECTED MATCH LINE BY A HYDRAULICALLY DESIGNED I 1 CONTRACT NAME: AUTOMATIC FIRE SPRINKLER SYSTEM SYSTEM S .?Z) PROpz. G1Nt s, BONITA WAREHOUSE LOCATION: (SYSTEM 2) . (<:- Fl, py 7994, 6777 SW BONITA NO. OF SPRINKLERS: 21 j NOT IN CONTRACT 1 - r TIGARD, OR 97224 BASIS OF DESIGN: T DR'.Q s b 1. DENSITY .495 Ps. SYSTEM #2 c�4/.f. 7 3 2o�,G� CONTRACT WITH: SL. oE KIDDER MATHEWS 2. DESIGN AREA 2,050 SQ.FT. -__ _ iONE SW- - 1 EXPIRES: (2.---q- r7 I OF DISCHAGE Portland, OR.M972 gBIA T STE 900 BASIS OF DESIGN: PHONE: (503) 221-2293 FAX: (503) 000-0000 1. GPM DISCHARGE 1,553.09 GPM IKEY PLAN 2 REQUIRED PRESSURE AT 93.047 P.S.I. NTS. REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES THE BASE OF THE RISER MK DATE BY 1. ALL MATERIAL Sc EQUIPMENT TO BE NEW & UL OR FM APPROVED. DESIGN CRITERIA PROVIDED BY CONTRACT DOCUMENTS, ALL FOLLOWING DATA PROVIDED IN I , Fire System west 3. SAFETY FACTOR 5.900 PSI JC O O O 2. DESIGN, FABRICATION & INSTALLATION SHALL BE IN ACCORDANCE WITH NEPA #13 2013 EDITION. ACCORDANCE WITH NEPA #13, 20013 EDITION. 600 SE Maritime Avenge, suite 300 3. EARTHQUAKE BRACING SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. r = Vancouver, WA 98661 01. FUTURE HPS 20' STORAGE CLASS IV COMMODITY PER NEPA-13 - 4. PIPE HANGERS AND METHOD OF HANGING SHALL BE IN ACCORDANCE WITH NEPA #13 2013 EDITION. 1. FUTURE RACK STORAGE OF CLASS IV COMMODITIES 20' .495 / 2,000 SQ.FT. SPRINKLER HEADS 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. 360 693-9906 fax: (503) 289-2208 2. NFPA-13 2013 OBSTRUCTED CONSTRUCTION 8.6.4.1.2 (1) INSTALL WITH DEFLECTOR WITHIN 1" { 6. JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. TO 6" BELOW THE BOTTOM OF STRUCTURAL MEMBERS. WA ST. CONTR LIC N0: FIRE SW1 14081 OR ST. CONTR UC N0: 49732 SYMBOL TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANTITY APPROVALS REQUIRED DISTRIBUTION ' OWNER TO PROVIDE ADEQUATE HEAT TO PROTECT PIPE FROM FREEZING. 8. PIPING LENGTH DIMENSIONS SHOW CENTER TO CENTER CUTS. QUALITY CONTROL BY: JON CHAPMAN DATE: 2/24/17 E = EXISTING HEAD O UPRIGHT TYCO / TY5151 / ELO-2318 3/4'! 286* BRASS SSU472 AUTFIORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION 1 9, STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE APPROVED FOR FABRICAT1oN BY: JON CHAPMAN DATE: 2/24/17 - CITY OF TIGARD OWNER/ARCHITECT 1 RESPONSIBILITY PIPING NOTES APPROVED FOR INSTALLATION BY: JON CHAPMAN DATE: 2/24/17 R = REL©GATED HEAD OWNER/ARCHITECT FIRE SYSTEMS WEST 1 OF THE OWNER AND/OR STRUCTURAL REPRESENTATIVE. 1. ALL SCREWED PIPE TO BE BLACK DYNA THREAD OR EQUAL WITH CI FITTINGS JON CHAPMAN 2/24/171-11-1460 2 OF 3 TOTAL SPRINKLERS THIS SHEET 472 TOTAL: 3 2. 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BODI �I a ,'�� O o4 ED 211 241 214 211 211 234 211 231 211 4 til 211 Z • 5-0 I 5-0 10-0 • 5-0 I, .. • •10-0 • 5-0 I 5-0 3 1D-0 - Q 4-0 1 5-0 030-6 I 1YP.ALL LINES o Z - 0I I F._ .. ., +. _ — 1I 1:, o I I I I IIn 1 Li_ • I a211 • 211 1 215 • 241 • v1 1 211 a 211 / 0 215 -- -0 211 {�Ja-s 5-0 5-0 • 1Q-0 5-0 5-0 10-0 5-0 5-0 10-0 4-0 a' 5-0 w LL Ib / O 1 5.0 oh` N o 1 � , 5 4.2.1,1 W 211 al I 234 211 2>1 231 214 235 714 n1-0 231 2J1 CD • 5-0 I 5-0 a 10-4 • 5-0 i- 5-0 • 10-0 • '�5-0 0 A '0 10--0 / 0 4-D �" L}' 5-0 0�0-6 Q IZ LW I I I I I I - cN 21'-4'AFF 43 i O ' V/ r / 1� , / .0 21i • 214 1 2 • zx , 214 • 211 • /52% 234 % / O 211 Q}-Q 030-6 5-0 5-0 10-0 5-0, 5-0 10-0 • 5-0 10-0 4-0 , 520 1 I o i' 1 1YP. ALE.LINK -t t[ 1 FIRE SPRINKLER PLAN WEST I WIRE = 1' I I I • MATCH. LINE '0 146 NES`r�i CONTRACT NAME: w� oy BONITA WAREHOUSE a 7?9 s A - F- 6777 SW BONITA SYSTEM #1 TIGARD, OR 97224 OREGON NOT IN CONTRACT oz_ r '2��G0. 3 G CONTRACT WITH: L. DE -- KIDDER MATHEWS [,EXPIRES: (2-?(- 7 I ONE SW COUMBIA ST. STE 900 SYSTEM #2 Portland, OR. 97258 PHONE: (503) 221-2293 FAX: (503) 000-0000 REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES �f KEY PLAN MK DATE BY 1. ALL MATERIAL & EQUIPMENT TO BE NEW & UL OR FM APPROVED. DESIGN CRITERIA PROVIDED BY CONTRACT DOCUMENTS, ALL FOLLOWING DATA PROVIDED IN '.� i ire Ssteiiis West NTS, JC 0 0 0 2. DESIGN, FABRICATION Sc INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. ACCORDANCE WITH NFPA #13, 20013 EDITION. Oil i 600 SE Maritime Avenue, suite 300 3. EARTHQUAKE BRACING SHALL BE IN ACCORDANCE WIM NFPA #13 2013 EDITION. : 1 Vancouver, WA 98661 4. PIPE HANGERS AND METHOD OF HANGING SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. 1. RACK STORAGE OF CLASS IV COMMODITIES 20' .495 / 2,000 SQ.FT. / (360) 693-9905 fax: (503) 289-2208 SPRINKLER HEADS - . 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA #13 2013 EDITION. 2. NFPA-13 2013 OBSTRUCTED CONSTRUCTION 8.6.4.1.2 (1) INSTALL WEIR DEFLECTOR WITHIN 1" 6. JOINING OF PEPS AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. TO 6" BELOW THE BOTTOM OF STRUCTURAL MEMBERS. WA ST. CONTR LIC NO: FIRE SW 140B1 OR ST. CON TR UC NO: 49732 SYMBOL TYPE MFG/MODEL SIZETEMP. FINISH CANOPY QUANTITY ' APPROVALS REQUIRED DISTRIBUTION 7. OWNER TO PROVIDE ADEQUATE HEAT TO PROTECT PIPE FROM FREEZING. _ 8. PIPING LENGTH DIMENSIONS SHOW CENTER TO CENTER CUTS. QUALITY CONTROL BY: JON CHAPMAN DATE: 2/24/17 E - EXISTING HEAD 0 UPRIGHT TYCO / TY5151 / ELO-231B 3/4" 286* BRASS SSU 472 AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION 1 g STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE APPROVED FOR FABRICATION BY: JON CHAPMAN DATE: 2/24/17 CITY OF TIGARD OWNER/ARCHITECT 1 RESPONSIBILITY PIPING NOTES APPROVED FOR INSTALLATION BY: JON CHAPMAN DATE: 2/24/17 R = RELOCATED HEAD OWNER/ARCHITECT FIRE SYSTEMS WEST 1 OF THE OWNER AND/OR STRUCTURAL REPRESENTATIVE. 1. ALL SCREWED PIPE TO BE BLACK DYNA THREAD OR EQUAL MTh CI FITTINGS JON CHAPMAN 2/24/17 1-11-1460 3 OF 3 TOTAL SPRINKLERS THIS SHEET 472 TOTAL: 3 2. ALL GROOVED PIPE TO BE BLACK DYNA FLOW OR EQUAL WTH GRV FITTINGS.