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Plans (3) FPS2O1 4 - 00159 WOOD NAILER ROOF DECK /ROOF DECK (E)TOILET/ • TOILET • (E) ENTRY a CONNECTION TO LINE � PIPING VARIES, 3/8" SIDE HANGER SHWR. - Milli TE FOR WOOD 0E-..13.11 OS!' .105 106 SPECIAL SHOULDER 102 •_ H DRAM I)&\T& INIFOPHA1 YORG°AM DOA 1 INFO° ATI° 48' BRAIDED STAINLESS NIPPLE AS PROVIDED dl STEEL FLEXIBLE HOSE WITH FLEX ASSEMBLY ALL THREAD ROD �' I� x1 LAG BOLT I I REMOTE AREA LOCATION: FITNESS/DINING REMOTE AREA LOCATION: DAYROOM/KITCHEN/HALL VICFLEX MODEL AH2. MAX. - OPEN WEB LTH WASHER R CE IXIS WI QI (� (E) FLEX OF 3 BENDS W/MINIMU♦ FIG. 200 ADJUSTABLE BAR JOIST 1 x 2'-6" N 1" TEE - CUTBACK IXI NG --GOMM_-Nm CUT K sISTING 104 REMOTE AREA SIZE: 981 SQ FT REMOTE AREA SIZE: 962 SQ, FT. BEND RADIUS OF 4" U.L. ������11IIII���I�I(I' I�_I, RING HANGER NI-STRUT 1 ��� ` ` ARM OVR ROOM - a 1 I LISTED \� I , 1 0-6 t I. .. -I - - -ma / DENSITY / AREA ,10/900 DENSITY / AREA: ,10/900 BRASS ALL THREAD ROD„_,_/,/i0 STRUT NUT & STRUT 1/4... - _EXIST J \ ^- 1 10G 1 SUP NUT , WASHER W/ HD( NUT / IXI �_ IXI HOSE DEMAND: 100 GPM HOSE DEMAND HOSE DEMAND: 100 GPM HOSE DEMAND BRACKET & CUP /��SIiO _M NEW 1" TEE R R ASSEMBLY = STEEL BAR JOIST FlG, 200 ADJUSTABLE 101 MAX SQ FT PER HEAD: 225 MAXIMUM MAX SQ FT PER HEAD: 225 MAXIMUM = REDUCING NIPPLE RING HANGER MO $ $ _ cur-IN NEW 1• TE $\ A 1 CLAMP & BOLT J L_ \ g\ 1 m 1 ! I -o TOTAL HEADS FLOWING: 7 TOTAL HEADS TOTAL HEADS FLOWING: 9 TOTAL HEADS \(FOSPRRIRNEKCLEESRSSE)D I SPRINKLER SUPPORT (E) - •y - / �'_ _ - - al o IXI o - _ - D( - SPRINKLER K-FACTOR: 5.6 SPRINKLER K-FACTOR: 5.6 BRASS SUP NUT-�iei & CROSSBAR #6 HANGERMATE #9 UNI-STRUT TRAPEZE OUTSIDE 1 • TT' oa' REDUCING FI1TING� uMP m STORAGE 7(IST/ I - / y' END HEAD CONDITION: 10.9 PSI 0 #1 END HEAD CONDmoN: 31.1 PSI 0 #101 eslisamitfill lam 100 • I cur-M rEW " TEE i PRESSURE AT B.O,R-: 86,7 PSI PRESSURE AT B.O,R,: 56.4 PSI , Pin TJI JOIST I FLOW AT BASE OF RISER: 143.2 GPM FLOW AT BASE OF RISER: 180.1 GPM RECESSED_f�11� ' SAFETY FACTOR: 14.8 PSI = 14%.' SAFETY FACTOR: 44.9 PSI = 43% SPRINKLERSUSPENDED }" FOR FLANGES t Y WIDE ��j 1____________I CEILACCOUSTICAL TILE i" FOR FLANGES < T WIDE 5/16"x0-14 - FLEX CONNECTION Ari WITH WASHER ,I, ,:I, •NEW VK302 DETAIL , g BTM HANGER: _ TE FOR WOOD ,-, O NEW VK300 ALL THREAD ROD ALLsx VARIES3/ THREAD ROD-�.; NI-STRUT Q NEW W156 (1 NO WORK THIS AREA NOT TO SCALE ��IXIST UPRIGHT ` A41U 2'-s" LONG $EXIST PEND FlG. 200 ADJUSTABLE AG. 200 ADJUST /" \��✓ / RING HANGER RING HANGER NOTES: 1 I 1. ADD SPRINKLERS FOR NEW ADDITION. REPLACE EXISTING SPRINKLERS #5 HANGERMATE #12 UNI-STRUT TRAPEZE IN SUSPENDED CEILINGS AND RE-PIPE DROPS USING VICFLEX - E - FLEXIBLE CONNECTIONS. APPARATUS 2. ALL NEW PIPING TO BE BLACK SCHEDULE 40 WITH SCREWED TYPE ADD NEW BAY C.I. FITTINGS, OR BLACK SCHEDULE 10 WITH GROOVE TYPE 2X4 SPACER COUPLINGS- ROOF DECK Willi R=RELOCATE/REPLACE 107 3, THE NEW ADDITION HAS BEEN HYDRAULICALLY CALCULATED PER ,/ %BOLN BTM OF CORR� 40% REDUCTION IN 'AREA (11.2.32.3.1 & FIG 112.32.3.1) METAL DECK ,!' J I 4. THE KITCHEN/DAYROOM AREA HAS BEEN HYDRAULICALLY CALCULATED X-PRESS SCREW �� 1S PER NFPA 13 2010 EDITION .10/900 SQ,FT AFTER 40% REDUCTION 3/8"x 0'-10"� 45' MIN 3'x3"a" ANGLE - - IN AREA (11.2.3.2.3.1 & FIG 11.2.3.2.3.1) TO ACCOUNT FOR THE ALL THREAD ROD 1/2"x0'- �" ' 2'-6" LONG ADDITION OF FLEX HEADS AND NEW QUICK RESPONSE SPRINKLERS _.X71;' LAG BOLT IN AREAS WITH SUSPENDED CEILINGS. RING HANGER STEEL PIPE;' . -',;' TOLCO UNIVERSAL SWAY I J FlG, 200 ADJUSTABLEas - 5. EXISTING PIPING. HEADS, AND HANGERS TO REMAIN UNLESS NOTE: BRACE BRACE RUING TYP. OTHERWISE NOTED. 1. MODEL XP20 SUPPORTS 2" PIPE AND SMAI I FR IN TOLCO FIG. 4A 6. ALL WIRING, PAINT PREP, OR PAINTING TO BE DONE BY OTHERS. 22-20 GAUGE STEEL PIPE CLAMP FOR 7. UNDERGROUND IS EXISTING AND IS SHOWN FOR HYDRAULIC 1 2. MODEL XP35 SUPPORTS 3-1/2" PIPE AND SMALLER IN SWAY BRACING REFERENCE ONLY. 18-16 GAUGE STEEL (E) ELEC. B. EXISTING STRUCTURE IS WOOD OPEN WEB TRUSS CONSTRUCTION. #22 SAMMY X-PRESS SCREW #101 LATERAL SWAY BRACE CLOSET NEW STRUCTURE TO BE STEEL BEAM CONSTRUCTION. WEIGHT DIVIDED BY 2 FOR 2 PT. ATTACHMENT 108 (E) COMM. 9. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER _ / SYSTEM IS THE RESPONSIBILITY OF THE OWNER AND OR HIS STRUCTURAL ADD NEW 109 2X4 SPACER (E)STOR/ - REPRESENTATIVE. .Ir I MECH „ - 6. VIKING'S SCOPE DOES NOT INCLUDE ANY RESPONSIBILITY, EITHER ,/ x1 BOLT 112 115 176 WRITTEN OR IMPLIED FOR THE CONDITION OR CURRENT CODE .. ' • - '' COMPUANCE OF ANY EXISTING SPRINKLER SYSTEMS EXCEPT AS MODIFIED .!' "mix (E)JDORM 1 BY LAKING. �, 110 1 I EXIST A 6 DI Cr..-- --� -_ z� - w; RIUMEt' 11111:1 �� �� _ , , -.-, -75_0 1/2"xD'_31" 5 Ti n3%1" ANGLE R EXIST R R • I' C• r' � EXISTING LAG BOLT 2'-6" LONG O • • O • O (E MA Eifilli STEEL PIPE • TOLCO FlG, 980 R ✓ 1 Oo ✓ ✓ � '�' .®, •` :21 5 : . •. LONG. O UNIVERSAL SWAY BRACE III BRACE FOTING TYP. �I 1 1 ^( t MLtx TOLCO FlG, 4A I `.--IXo - - �1 "g I "�1 a IST _ _ a IST - lT��l 1•0 - r �• PIPE cLAMP SWAY BRACING R _ O , ill Mil R ; : 1 . I EXlsr R• „I PUBLIC c of cin #201 LONG, SWAY BRACE OO TOILET O • R • O • O R • 'e ,u,:►, - to MA - REVIEWED FOR CODS COMPLIANCE O (E DORM a l. 2 � TOILET _ . . . . . .• I . . 122 WEIGHT DIVIDED BY 2 FOR 2 PT. ATTACHMENT I It .f 1®11r • �- 4.4;',.....;;::::;...2'2,15::;:iApprovcdt [ 0---- ,,- � i 1 �Z - !Iir! = j�IST 1 - z.� � - ^- � .'.,. EXIST [a7 „ ;ith ,8 g . • Permit ( _ � o- - �j� EMI O y • Itl 1 0 „ ENTRY 0 0Ill R O w '1 R� O Alwin R O S� , -�_. Address: w`J�a(�j ( '� �k Suite#: i 1 C • F' O •R- �� EXIST f a• EN �I�I�: •• Br c�', Data 4 l AR:DORM 3. ', a • . `' IXI '0 78 • KIT EN ' m a-L . 0• ' ceded �G GG 6 L !/`- _ ,26 '• • ' : 1-4DAY(- • 5 15 HY 126 0, N ,o I. Il �� ` • OFFICE COPY _ �l FEMALE -...st• ;: , £ .I • Ea 4B ii 1 i". si - 41)LOCKER ` �E$. ,• I •f2.,: N � fo � n .9 .6', r9 1� t ' ,- ,... , . r- L `'.:rad.:::,' d.-. y' ✓, H,rs Fk.,.2,. R ..c r OO . . .Oo �°P 'I- ,. .. APPROVED PLANS TQu T 3B vlet lin. INCLUDE UN-ATTACHEDt D(Itill • R a I 19 .,°-GTRUCTURAL CAL.CSCAnON K ) CH REPORT ' � �M �L 1II_ t u/ . ` r IiUI 1SC DOCUMENTS 0 r . . animas I; tlr9 W7. 1Q_. m 1 ? � - • •I MSE ■�� - ®T�� s� 1" PLUG ,y 1 AIMMIEMII r £� 1 se � iiima �sinm A 0 0 O 1-0 to -"11-60 11-6 ��"10-1� 1-0 ""15-914% , A - i� �- +9'-D" o-' I = N � NII 1. o /022 122 #22 0 1� N ©' Q L, O• CO Oo ©, V u3 © Y ' � I i. I I(�� /❑0 �I FITNESS O AW Q ll 130 'I I, ' • r © O PATIO J B • 1 �� ��� - - - - - - - - ��� it/ I • �I I ICICI �I��� I-I�; II������Ij,�L NEW ADDITION ar ak PIPING PLAN - SCALE: 1/8"=1'-0" THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. N 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: 104 PSI G. TVF&R 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 REcEivED APPROVED. RESIDUAL: 92 PSI STATION 51BOB-CENTERLINE BELOW BOTTOM OF BEAM O. PRae SEATTLE � BOISE BOD-CENTERLINE BELOW BOTTOM OF DECK 2.PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER& FLOWING: 1610 GPM • SSP VIKING QUICK 1/2" 5.6 155° VK302 CHROME E-1 CHR 12144WB 44 6114 F i PORTLAND FIRE PROTECTION POCATELLO BOP-CENTERLINE BELOW BOTTOM OF PURLIN DIMENSIONS SHOWN THUSLY(1-6)WHICH ARE END TO END. �. f 8935 SW BURNHAM ST BOJ - CENTERLINE BELOW BOTTOM OF JOIST 3.PIPING,HANGERS,AND EARTHQUAKE BRACING SHALL BE IN 20 PSI: 12,112 GPM 0 SSU VIKING QUICK 112" 5.6 155° VK300 BRASS NONE 10896WB 4 O LONGVIEW MEDFORD orti 1 TIGARD, OR 97223 OCT BTJ -CENTERLINE BELOW TOP OF JOIST DATE: 9/18/2014 Q DRY HSW VIKING STD 1" 5.6 155° VK156 CHROME ADJ.REC, 07297W/B 3 rr VIKING AUTOMATIC SPRINKLER COMPANY r�i Z�14 fL - CENTERLINE OF PIPE,COLUMN,OR BEAM ACCORDANCE WITH NFPA PAMPHLET NO. 13,APPLICABLE EDITION. 3245 NW FRONT AVENUE •� COJ -CUT ON JOB 4.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL LOCATION: NE CORNER OF FIRE STATION 12,-3) 1,. C'1/QrriGAii FO - FIELD ORDER BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. INFO FROM: CITY OF TIGARD WATER DEPT - OREGON PORTLAND, OREGON 97210 • 24 hrs. (503) 227-1171 B'UfLD��/?��„71T�! CPLG-COUPLING 5.OWNER TO MAINTAIN 40°F MINIMUM IN LOCALITIES SUBJECT TO PUMP GPM: PUMP PSI: TYPE: /tow.}' OREGON CCB#64837 METRO LIC#2816 .WASHINGTON LIC#VI-KI-NA-S373NT PIPING PLAN I "•u r.7 V/S�o11 FLEX-FLEXIBLE COUPLING FREEZING PROTECTED BY A WET PIPE SPRINKLER SYSTEM AND IN GOE-GROOVE ONE END M. CONTRACT WITH: DWG RELEASE DATES: GOL-GROOVED WELDED OUTLET ENCLOSURES FOR DRY PIPE,DELUGE,OR ANY OTHER VALVES APPROVING AGENCIES / GxG-GROOVE x GROOVE CONTROLLING WATER SUPPLIES. 10 Qt! (4 COORDINATION- Date Drawn: Drawn By: SHEET: 1 OF11 GxP-GROOVE x PLAIN 6.STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE ! P.E./PERMIT- 9/24/2014 BATEMAN F P 2 ■ 1 POE-THREADED WELDED OUTLET SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER FABRICATION- TOE-THREAD ONE END TOTAL SPRINKLERS SHOWN ON THIS SHEET 51 CONSTRUCTION- Scale: Job No. TxG- THREAD x GROOVE AND/OR HIS STRUCTURAL REPRESENTATIVE. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 51 AS-BUILTS- /8" = 1 -O" OPC-4894