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FPS d ' 016 — 0 09 : RECEIVED MAY 11 2016 CITY OFTIGARD BUILDING DIVISION CA r, i • -I• �. _I I Ir l I.,=_,....,____.- -I�1 - I I-I I_'I I I.I -! 1 1- F., ; I 1'-`_` Io.-- I. I I: - 1 I ! 1 _I I I I Imo — -I I�I I 1, 1--.4-1 ' M �M =EP �l OMNI I it MI 1MM _EI . _\ _ \ _ 4,\J ii�■■ ®\ ®M=I1M1M1 iD ■■\ I Milli OA 0 ;MI iihM TELI II ® I OPEN TO ABOVE ---__-_ MEIIIIIIIM bib- OA ,.........• - ®I II •A I ®VIM I Ir._ _ ...._ , 0 -mummi.-E / PLUGGED, ---_�_ -IIII � -� ATTACH IN SE EMIMil Mg e hmi 1 1=M11111 -IN r NEW HEAD l - .` 00A 0 (S) 0 e 0 I__________ 111 .AI ��' .. _ _ �� –v �w- ows CAI CA CO 0 0 0 pMEmil 1 ®.L I 'A pm wAirrramw. Fi. .-cr. AgwvAmmil• 1 ,.___ . . ___ . 0._. 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I �I 1 1 1 I I 1 1 I I 1 1�- I I I I I 1 I��I I I I I � I Il»I I - 1 I 1 I I I—I 1_ / Suite #r Date: 5-1,,,L6: (' _ EXISTING PRE-ACTION SYSTEM By: •� TO REMAIN, NO WORK TO BE PREFORMED BY VIKING PER CONTRACT. BUILDING C, FLOOR 1 OFFICE COPY TOSPRINKLER PLAN 1'0' 2' 4' 6' 8' SCALE: 118"=1-0" SCALE: 118"=1'-0" THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER CO. REVISIONS ABBREVIATIONS GENERAL NOTES WATER FLOW INFO SPRINKLER SYMBOL DESCRIPTION WET STAMP PROJECT: MARK BY DATE DESCRIPTION AFF- CENTERLINE ABOVE FINISH FLOOR STATIC: YIKING° CONSUMER CELLULAR - ATJ -CENTERLINE ABOVE TOP OF JOIST 1.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS SYM STYLE MFG RESPONSE THD "K" TEMP SIN# FINISH ESCUTCH. WRENCH QTY TENANT l ME P ROVE M E NT APPROVED. RESIDUAL: BOB-CENTERLINE BELOW BOTTOM OF BEAM SEATTLE BOISE - BOD-CENTERLINE BELOW BOTTOM OF DECK 2.PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER& FLOWING: _ EXISTING -- STD 3/4" -- 155' -- WHITE El -- -- PORTLAND FIRE PROTECTION POCATELLO BOP-CENTERLINE BELOW BOTTOM OF PURLIN DIMENSIONS SHOWN THUSLY(1-6)WHICH ARE END TO END. @ 20 PSI: EXISTING -- STD -- -- - -- _ -- --- LONGVIEW MEDFORd 12259 SW 69TH AVE. A -- ---- BOJ- CENTERLINE BELOW BOTTOM OF JOIST 3.PIPING,HANGERS,AND EARTHQUAKE BRACING SHALL BE IN TIGARD, OR 97223 BTJ -CENTERLINE BELOW TOP OF JOIST DATE: • EC PEN VIKING STD 3/4" 8.0 155' VK602 WHITE E1 3577W/ 15 VIKING AUTOMATIC SPRINKLER COMPANY Q c - CENTERLINE OF PIPE,COLUMN,OR BEAM ACCORDANCE WITH NFPA 13,2013 EDITION. _ 4.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL LOCATION: 3245 NW FRONT AVENUE FOOJ-CUT ON JOS PORTLAND, OREGON 9721 C} • 24 hrs. (503) 227-1171 �"? - FIELD ORDER BE IN ACCORDANCE WITH NFPA 13,2013 EDITION. INFO FROM: BUILDING , FLOOR 1 p CPLG-COUPLING 5.OWNER TO MAINTAIN 40°F MINIMUM IN LOCALITIES SUBJECT TO PUMP GPM: PUMP PSI: TYPE: OREGON CCB#64837 METRO LIC#2816 •WASHINGTON LIC#VI-KI-NA-S373NT co , FLEX-FLEXIBLE COUPLING FREEZING PROTECTED BY A WET PIPE SPRINKLER SYSTEM AND IN SPRINKLER PLAN •o GOE-GROOVE ONE ENDMMMMillCONTRACT WITH: GOL-GROOVED WELDED OUTLET ENCLOSURES FOR DRY PIPE,DELUGE,OR ANY OTHER VALVES APPROVING AGENCIES DWG RELEASE DATES: oN GxG-GROOVE x GROOVE CONTROLLING WATER SUPPLIES. SW I N ERTO N BUILDERS COORDINATION- Date Drawn: Drawn By: SHEET: 3 OF 4 GxP-GROOVE x PLAIN 6.STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE CITY OF TIGARD 308 SW 2ND AVE. STE.210 P.E.I PERMIT- 05/04/16 M.E.G. POL THREADED WELDED OUTLET SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER PORTLAND,OR 97204 FABRICATION- I� r TOE-THREAD ONE END TOTAL SPRINKLERS SHOWN ON THIS SHEET(EXCLUDING EXISTING) 15 CONTACT:THOMAS SPARKS-SITE SUPER CONSTRUCTION- Scale: Job No. I TxG- THREAD x GROOVE AND/OR HIS STRUCTURAL REPRESENTATIVE. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 30 JOB SITE:503.341.6615 � AS-BUILTS- 1/8" = 11-011 OPC-6412 F P 3 1 RECEIVED MAY 11 2016 CITY OFTIGAR!) BUILDING DIVISION 1 p H II II 4 I I p--L .1 II i 0 0 '` —,—I p---[ I.—I 'f�� Iti 9 P --IE p �a I I 1 ,�. •1! v 9 p " ..11 , 101 — r a a. dl I ��.�.4 1...1 I ..i.1 t.i.ii I.i.1 o P-1---q Ee..I i O O O 0 O ( 0 OA 1 f \ ® o r,,, ,i . 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Iii1 1.- - a Ewe.i L Iiu 1. .1 IJLI°1-11--rt °I i, ,, BUILDING C, FLOOR 2 10SPRINKLER PLAN 1'0' Z 4' 6' 8' 1 SCALE: 118"=1'-0" SCALE: 1!8"=1'0" THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER CO. REVISIONS ABBREVIATIONS GENERAL NOTES WATER FLOW INFO SPRINKLER SYMBOL DESCRIPTION WET STAMP PROJECT: MARK BY DATE DESCRIPTION AFF- CENTERLINE ABOVE FINISH FLOOR STATIC: . . �x�T CONSUMER CELLULAR ATJ -CENTERLINE ABOVE TOP OF JOIST 1.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS SYM STYLE MFG RESPONSE THD K TEMP SIN# FINISH ESCUTCH. WRENCH QTY • BOB-CENTERLINE BELOW BOTTOM OF BEAM APPROVED. RESIDUAL: TENANT IMPROVEMENT BOD-CENTERLINE BELOW BOTTOM OF DECK 2.PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER& FLOWING: (EX) PEN -- STD 3/4" -- , 155' -- WHITE E1 -- --- SEATTLE BOISE BOP CENTERLINE BELOW BOTTOM OF PURLIN DIMENSIONS SHOWN THUSLY(1-6)WHICH ARE END TO END. -- I -- -- -- -- -- -- -- LONGVIEW FIRE PROTECTION POCATELLO @ 20 PSI: 12259 SW 69TH AVE. - BOJ- CENTERLINE BELOW BOTTOM OF JOIST (EX) HSW STD LONGVIEW MEDFORD TIGARD OR 97223 BTJ CENTERLINE BELOW TOP OF JOIST 3.PIPING,HANGERS,AND EARTHQUAKE BRACING SHALL BE IN DATE: • EC PEN VIKING STD 3/4" 8.0 155' VK602 WHITE E1 13577W/B 6 ACCORDANCE WITH NFPA 13,2013 EDITION. VIKING AUTOMATIC SPRINKLER COMPANY ' Q - CENTERLINE OF PIPE,COLUMN,OR BEAM LOCATION: 3245 NW FRONT AVENUE - COJ-CUT ON JOB 4.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BUILDING C, FLOOR 2 FO - FIELD ORDER BE IN ACCORDANCE WITH NFPA 13,2013 EDITION. INFO FROM: PORTLAND, OREGON 97210 • 24 hrs. (503) 227 1171 ]: a OREGON CCB#64837 METRO LIC#2816•WASHINGTON LIC#VI-KI-NA-S373NT � CPLG-COUPLING 5.OWNER TO MAINTAIN 40 F MINIMUM IN LOCALITIES SUBJECT TO PUMP GPM: PUMP PSI: I TYPE: X) FLEX-FLEXIBLE COUPLING FREEZING PROTECTED BY A WET PIPE SPRINKLER SYSTEM AND IN SPRINKLER PLAN ,o GOE-GROOVE ONE END -- CONTRACT WITH: GOL-GROOVED WELDED OUTLET ENCLOSURES FOR DRY PIPE,DELUGE,OR ANY OTHER VALVES APPROVING AGENCIES - 5 GxG-GROOVE x GROOVE CONTROLLING WATER SUPPLIES. , i - SW I N ERTON BUILDERS COORDINATION- Date Drawn: Drawn By: SHEET: 4 OF 4 _ - GxP-GROOVE x PLAIN 6.STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE CITY OF TIGARD I 308 SW 2ND AVE. STE.210 P.E.!PERMIT- 05/04/16 M.E.G. POL THREADED WELDED OUTLET TOTAL SPRINKLERS SHOWN ON THIS SHEET(EXCLUDING E=XISTING) 6 PORTLAND,OR 97204 FABRICATION- Scale: Job No. FP1A SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER n TOE THREAD ONE END AND/OR HIS STRUCTURAL REPRESENTATIVE. CONTACT:THOMAS SPARKS-SITE SUPER CONSTRUCTION- �� = �� TxG- THREAD x GROOVE TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 30 JOB SITE:503.341.6615 AS-BUILTS- 1/8" l'-0" OPC-6412