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Plans (67) FPS2O16 - 00093 4 w. 7". 2i STEEL � fvlHr ��i� STRUCTURE NOTES:ES: ISPRINKLER LEGEND 1. ADD SPRINKLERS FOR NEW TENANT IMPROVEMENT. ��'�� ; �,��� AREA OF WORK ROOF DECK , BEAM CLAMP 2. ALL SPRINKLERS TO BE FED FROM EXISTING WET ,J3UIL1JJ D�IZS �I BTM OF CORR � 0 SYSTEM. METAL DECK I } EXISTING HEAD TO REMAIN 3. VIKING TO START AT EXISTING BRANCH LINES. X-PRESS SCREW - I EXISTING HEAD TO REMAIN I/1):#4,10 v _ I 4. OVERHEAD IS COVERED BY EXISTING UNLESS SHOWN ALL THREAD ii �� 4 OTHERWISE. ROD 5. ALL EXISTING PIPING, HANGERS, & SPRINKLERS TO ADJUSTABLE RING � � RETAINING _ p EXISTING HEAD TO BE PLUGGED REMAIN UNLESS SHOWN OTHERWISE. /I HANGER 1/ = 6. ALL NEW PIPING TO BE BLACK SCHEDULE 40 WITH C.I. BUILDING C s BUILDING B STRAP OA ADD NEW HEAD FITTINGS. ALL THREAD r,) et ROD 7. VIKING'S SCOPE DOES NOT INCLUDE ANY F`, ��/ Il, PLUG AND RELOCATE EXISTING RESPONSIBILITY, EITHER WRITTEN OR IMPLIED, FOR THE HANGER BLE RING / ` R HEAD CONDITION OR CURRENT CODE COMPLIANCE OF ANY : ■ ,, EXISTING SPRINKLER SYSTEM EXCEPT AS MODIFIED BY Z1. v- #22 SAMMY X-PRESS SCREW #1 TOP BEAM CLAMP VIKING. >. ro .f; N0 NSITE PLAN SCALE: NTS '_,_,_..._,____I I 11=11 -, 1 p , 1 / 0L o . p 4 - I I � �� p��l t . o d� �, I �� G�—� ' V� I��I ' p��i ILII �� '1 10 0 — t I I i i.... i --,...,,„ i---,,,,x_T-...„,,,. +1 i . 1. .< 1::Ed , ..„,,__, 1 I ranr7 A MNIM / 7_ -.) I 1 1^1 1-1 I I l� / I 1•1111= .. OPEN TO ABOVE - I I •A ,-,_„,1 --1 A I I leA '--,1 = 1X 11 I, 1 1 7"----,1 , - I X CO PP - GmPP PP I ----,„ . -- ,.,,I L._ L _i 1. 1 " 1 c - 0 1 FEC I tFEC -- O 0 O - ® PP ERP �, �,C - r «-,; t__, FEC _ t— i _ �- P cl -0.' A 9 -3 _, g � F 1 _ 7 - _ . _ , -[, -elm, r- i 1 ,,„,,,_ . AI_ , . , �_., B e e 1 I I I R1 e r---1Fid 0 - FEC Oill -1- 1", New- `` ` O O 0 O O O o N O 7 o o PP SPP FEC �_ `t)-' } /1 0 o II , — rA i , — _ '''''\,,,,, _ ( Mg 0 0 7 — o 0 0 ° ° 0 0 0 _>W<,,_ Xr------- X ''' . I d ,J ►1 co } ° o H 0 0 0 0 0 0 0 0 H 0 - '---..,,,,, IM .- ----,,,,,,,,, -----,,,, -"--,„,.1 1 .- '' , ,_._ _ (3 r 7 / Z /, 1 / NV T , _ I >1 .1- 4111 ._ H '----''--,./ l '- X 0>Itt INa / 0 / 0 ,: I 8-7-1-67X t: —1CL, 0 •A X T / fel \ 0 - OL..•. I 14J 71:F. CITY OF TIGARD I me. maw --,,,, @ ii.... ki, -...„,imomati 0 ® 0 11 _ �� 3VIEWED FOR CODE COMPLIANCE r / Pij r 0 0 / -...mr proved: t L 4 C\. T �. >< �. IJ `� 1"-------... IL / 1 :I � -isgmi tnmt dress: jet ip1 I_t ill it co L ��I i i �. w �...r�I ` i a i i e i r��I I r I I I `J) i I , ate : `1�, Date: 2 I - .3 I, Y: AMI ) Z( , BUILDING B, FLOOR 1 OFFICE COPY (� SPRINKLER PLAN 1'0' 2' 4' 6' 8' N SCALE: 1I8"=1-0" 161 SCALE: 118"=1'-0" i 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 I PROJECT: MARK BY DATE DESCRIPTION AFF- CENTERLINE ABOVE FINISH FLOOR STATIC: TiKING. CONSUMER CELLULAR ' ATJ -CENTERLINE ABOVE TOP OF JOIST1•ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS SYM 5TYLE MFC RESPONSE THD "K" (TEMP SIN# FINISH ESCUTCH. WRENCH QTYBOB-CENTERLINE BELOW BOTTOM OF BEAM APPROVED. RESIDUAL: -- TENANT IMPROVEMENT SEATTLE BOISE BOO-CENTERLINE BELOW BOTTOM OF DECK 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER& FLOWING: _ (EX) PEN --- 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 PS(: (EX) --HSW -- STD -- - -- -- -- -- -- -- LONGVIEW MEDFORD 12259 SW 69TH AVE BOJ- CENTERLINE BELOW BOTTOM OF JOIST 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 El 13577W/EI 7 VIKING AUTOMATIC SPRINKLER COMPANY TIGARD, OR 97223 - CENTERLINE OF PIPE,COLUMN,OR BEAM ACCORDANCE WITH NFPA 13,2013 EDITION. o COJ-CUT ON JOB 4.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL LOCATION: 3245 NW FRONT AVENUE Cri FO - FIELD ORDER BE IN ACCORDANCE WITH NFPA 13,2013 EDITION. INFO FROM: PORTLAND, OREGON 97210 • 24 hrs. (503) 227-1171 BUILDING B FLOOR 1 CPLG-COUPLING5.OWNER TO MAINTAIN 40°F MINIMUM IN LOCALITIES SUBJECT TO - OREGON CCB#64837 METRO LIC#2816 •WASHINGTON LIC#VI-KI-NA-S373NT CO FLEX-FLEXIBLE COUPLING PUMP GPM: PUMP PSI: TYPE: SPRINKLER PLAN -a FREEZING PROTECTED BY A WET PIPE SPRINKLER SYSTEM AND IN GOE GROOVE ONE END CONTRACT WITH: O GOL-GROOVED WELDED OUTLET ENCLOSURES FOR DRY PIPE, DELUGE,OR ANY OTHER VALVES APPROVING AGENCIES DWG RELEASE DATES: SWINERTON BUILDERS COORDINATION- Date Drawn: Drawn By: SHEET: 1 OF 4 GxG-GROOVE x GROOVE CONTROLLING WATER SUPPLIES. 308 SW 2ND AVE,STE.210 P.E.1 PERMIT- 05/04/16 M.E.G. GxP-GROOVE x PLAIN 6.STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE CITY OF TIGARD I PORTLAND,OR 9STE FABRICATION- POL-THREADED WELDED OUTLET i SPRINKLER PIPING 15 THE RESPONSIBILITY OF THE OWNER CONTACT:THOMAS SPARKS-SlTE SUPER CONSTRUCT/ON FP1 . 1 TOE-THREAD ONE END TOTAL SPRINKLERS SHOWN ON THIS SHEET(EXCLUDING EXISTING) 7 Scale: Job No. 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" = 1-0" OPC-6412 RECEIVED MAY 11 2016 CITY OF TIGARD BUILDING DIVISION 1 I- „ - i, ,, _j I I , I 1 Ii I 1 ii' ri Pr il1 tirpg 1 Imo' I: 14 Nu q b' .... I....I p' I , mmimmil , , i Imo"' O O 0 O a I �• ► �► � fes. A Fl Vow o o-= a I \1 M _ -p----- p SKY 0\ / _ / 7 \� I� _ - LIGHT )471 II u / \ `� A I I -"I'll' M 10, -Thi 1 1 ori 1 7, 0 z -,....._,„ mi_ T-----,..... _ ® FEn IO O O O o _ FEC ® , .. ',. .J I ------.J g 1, FEC u I , - --1= — o 0 0 o O C8�=" O — o ° ° V I X , 1 1 V '''''''-'2"--..,,, _ — i lir 7 V / -1':)- I OA ft_ ii =I \ - 1 I. 1 0 I / —� j _ F I I . , . a ) \ . _ EF / 0 0 =1 \ 711 o 0 0 V 0 1A `EC o Nm7 0 O OO O a o OV__ Flr.17).-------.. "---,...,„. � ------..,„,, FEC FEC M I 17 IX 0 0 0 0 0 0 wii I -,c1 , I i i----, ___ >c I 1. 1 mil 4-------d .--'--st q 71 0 o O 0 ,- I o II o a o i o - o I `� 1. 1 _ o E I Ia \ D o / r ['�. CSI \L_ 7 `� �, Li I- j I a �.. I ? liZi.--- II X.--- ix ----.....,,, --...„,1 Q1 X/11 X Z , �� I _ _ -::_ _ _ Imo, �� r� , , � ' , ■i I - , � , I - �(-1 I �� , [I —IIi„ , d i,,,,,,I BUILDING B, FLOOR 2 SPRINKLER PLAN _ 8' NSCALE: 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. PROJECT: REVISIONS ABBREVIATIONS GENERAL NOTES WATER FLOW INFO SPRINKLER SYMBOL DESCRIPTION WET STAMP CONSUMER CELLULAR MARK BY DATE DESCRIPTION AFF CENTERLINE ABOVE FINISH FLOOR 1.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS STATIC: SYM STYLE MEG RESPONSE THD "K" TEMP SIN# FINISH ESCUTCH. WRENCH QTY � 801SEATJ CENTERLINE ABOVE TOP OF JOIST RESIDUAL: I7161z4TENANT IMPROVEMENT BOB-CENTERLINE BELOW BOTTOM OF BEAM APPROVED. SEATTLE 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 12259 SW 69TH AVE BOP-CENTERLINE BELOW BOTTOM OF PURLIN DIMENSIONS SHOWN THUSLY(1-6)WHICH ARE END TO END. @ 20 PSI: EXISTING -- STD -- -- -- -- -- -- -- --- LONGVIEW MEDFORD 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 El 13577W/E 2 VIKING AUTOMATIC SPRINKLER COMPANY Q CENTERLINE OF PIPE,COLUMN,OR BEAM ACCORDANCE WITH NFPA 13,2013 EDITION. 3245 NW FRONT AVENUE 4.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL LOCATION: CUT ON FIELDORB c ) BUILDING B, FLOOR 2 c•iFO - ORDER BE IN ACCORDANCE WITH NFPA 13,2013 EDITION. INFO FROM: PORTLAND, OREGON 97210 • 24 hrs. 5fl3 227-1171 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 SPRINKLER PLAN FLEX-FLEXIBLE COUPLING FREEZING PROTECTED BY A WET PIPE SPRINKLER SYSTEM AND IN ,o GOE-GROOVE ONE END CONTRACT WITH: GOL-GROOVED WELDED OUTLET ENCLOSURES FOR DRY PIPE,DELUGE,OR ANY OTHER VALVES APPROVING AGENCIES fin! C -t- DWG RELEASE DATES: E GxG-GROOVE x GROOVE CONTROLLING WATER SUPPLIES. _ S V V I N E R 1 O N BUILDERS COORDINATION- - Date Drawn: Drawn By: SHEET: 2 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./PERMIT- 05/04/16 M.E.G. POL-THREADED WELDED OUTLET SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER TOTAL SPRINKLERS SHOWN ON THIS SHEET(EXCLUDING EXISTING) 2 PORTLAND,OR 97204 FABRICATION- Scale: Job No. C P 1 e TOE-THREAD ONE END AND/OR HES STRUCTURAL REPRESENTATIVE. CONTACT:THOMAS SPARKS-SITE SUPER CONSTRUCTION- 11 TxG- THREAD x GROOVE TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 30 JOB SITE:503.341-6615 AS•BUILTS- 1/8" = 1'-0" OPC-6412 2