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Plans (11) FPS2O17 - 00108 OFFICE COPY RECEIVED • JUL 1 9 2017 0 CITY OF TIGARD ° o BUILDING DIVISION O • ...4,— ,z9 . - Ick. I o Ce ,w-r lioyfro....4...... 0 _ 77 01 cc A a Tri , , t . , .._:., , \- ,..,. ... .., I, .7 LEGEND . : / / `/ • / s••L SII / ° - \O / 5'C • SHEET 1 : FP.1 SITE PLAN 4"� CLASS 52 X S \ G o 5 SHEET 2: FP.2 NORTH PIPING PLAN ° x S \ / DUCTILE IRON PIPE 0 R T JPS / SHEET 3: FP.3 SOUTH PIPING PLAN / • 5`� SOT 1 B � \ � y fP.t - IGARD B .._, LD \ C m % ° . --.)---C ° D OR CODE COMPLIANCE Approved: ] e� \1�a1� 1�- / OTC: 1 a / = I Address: 6 ' a - 4'4 ' % / Suite#: L"O / • : 0 , / ��„ Date• GALVANIZED -•, � .711:T.7 -aL� �I� ® I / - -41 / SUPPLY TO SOUTH / 7 A. / L ' BUILDING TO BE ROUTED / o i OVERHEAD THROUGH , 1 NORTH BUILDINGWO I / (BY DELTA FIRE) ° A ////t7/// LSI \ // / 21\1 - - el4"O CLASS 52 �1 i Nz - -t (DUCTILE IRON PIPE L J ° y ® 4. :. \- BACKFLOW & FDC / AT VAULT // 2\-- V - - - - aj � / A \ (E) 6"0 WATERLINE SOUTH BLDG NORTH BLDG 4"0 CLASS 52 y VERIFY IN FIELD DUCTILE IRON PIPE \__ 6x4 r 4" ARE PROTECTION / ® WET TAP ro�WATER SUPPLY / / � UNCONDITIONED SPACE �� CONDITIONED SPACE v (OUTSIDE) ® III-III-III-III-III-III-III-III 11-III-III-III-11 1 I FINISHED FLOOR __ _ _ __ __ _ —_ -- — II—III—III—III-111III—III—III—I -III=III=III—III III -III: 611 -III-11 I-III-III-III-111-111-III I I-I I I-I I El H 1 I I I L NORTH BLDG _ _ _ _ _ 4" FIRE PROTECTION LOOKING NORTH I I-III-I I I-III-III-III-III-III=I -III-III-III WATER SUPPLY 0 —' -111=111-111-111=111-111=111=111 11-111-111-111= = I_ la 4' FLANGE-III-III 4" MJ REPAIR SLEEVE -II I-II I—I IMEGA LUG —11 -III- 8"x 1-0 PVC SLEEVE CONDITIONED SPACE PSI - /� UNCONDITIONED SPACE 1 1-1 .- - - —- - I-ill—I . - V ,{ II III 1 1 - I 1 = 1-111 1111 1111 111 i(III i III i III i(III I III r� _ 4"x 4-0 SPIGOT (INSIDE) (OUTSIDE) GROOVED COUPLING MJ RESTRAINT D CLASS 52 DUCTILE IRON PIPE J (CLASS 52 DUCTILE IRON) FINISHED FLOOR —I 1— 11 -I I—I11-11 1=1 I I—I I-1 11-1 11-M-1 II— —11 11=111=111=111=11 11=111=111=111=111=111=1 11=111=111=111=111- MECHANICAL JOINT 90 ELL -111 111 1 I 1=11 I=111=111- FIRE WATER UNDERGROUND SUPPLY GROOVED 90 ELL � HI HI HI HI _ In _ _ T-BOLTS (LESS ACCESSORY) 00 00 SCALE- Y6"=1'-0" 4" D.I. SPIGOT) III-III-III-III-III-III-III-III-I 11-1 I In-111- I1 1 1 1-III-1 I 1-1 8"x 1-0 PVC SLEEVE 11-111-I H=111-111-111-I 11-111-III-111-111H 1 . MIN. DEPTH OF BURY=36" MEASURED III _ -111=111-111 -III-111-I 11III-1 11,_.111 III-III-III-III-III-I FROM TOP OF PIPE TO GRADE I —IIII 1=111-111-111—I 1 1-111-III-1 I 1-III- 8"x 1-0 PVC SLEEVE -III - lin ' MEGA LUG( I- MEGIA In BASEMENT FLOOR I LOOKING WEST -11 - III-111- 11-111-I 11-111-111-11I1 I I-1 11-1 I I 4"x 4-0 SPIGOT 211111 11111 I I (CLASS 52 DUCTILE IRON) CLASS 52 DUCTILE IRON PIPE —L.00 -1 11- MECHANICAL JOINT 90 ELL �- (LESS ACCESSORY) T-BOLTS T-BOLTS ;: "OFF MIN. DEPTH OF BURY=36" MEASURED MECHANICAL JOINT CAP €2yif FROM TOP OF PIPE TO GRADE (''' 5433010E t_ Ilifi%\, r1MAIN FROM BLDG NORTH TO SOUTHmititie (2EAST END OF NORTH BLDG \ FP.1 SCALE - %Z" = 11-0" //i is FP-1 SCALE - %Z' = 1'-0" DELTA FIRE SCOPE OF WORK BEGINS AT INSIDE FLANGE OF EACH BUILDING Yr GENERAL NOTES SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH QTY. REV. NO. REVISION DESCRIPTION ! DATE APPROVALS DESIGN CRITERIA 1 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 0 WORKING DRAWING 3/6/2017 1. CITY OF TIGARD OCCUPANCY: LIGHT HAZARD MAD RO NA RECOVERY dd,. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN 'THUSLY - - 2. f (1-6) WHICH ARE END TO END OWNER / ARCHITECT DENSITY: - r la 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA4 • i PAMPHLET NO 13 3. REMOTE AREA: - L 4. INSIDE HOSE: CENTER 1/4 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA +_ 5, OUTSIDE HOSE: — - –._.. --..- ----' .,us..�,., , PAMPHLET O 13 FIRE . I ■ 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED ON: WATER SUPPLY ZOHYTSW VARNS STREET, TIGARD OR, 97223 WITH NFPA PAMPHLET NO 13 STATIC: 72 TITLE FP.1 SITE PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. T,- 1 3 2013 RESIDUAL: - 62 DATE 6/13/17 SCALE AS NOTED SHEET 1 OF 3 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM FLOW: 1133 CONT. 17 5707 DRWN. DCC SYSTEM WET 14795 S.W.72nd. PORTLAND, OR 97224 (503)620-4020 B STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS - 71 O2 SW V4fITS St. THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE _ LOCATION: I i 11 1 I I i ' i I IJ/WUUII% wlbwuuull vuw 1 I I Design Area Number: 2 t — r _ _ _ _ ___ _ ter__ _ _-rr' _ _ _ _ _ -.r i- _ _ _ _ Design Area Location: SOUTH BLDG. 1r i Hazard Occu anc : LIGHT HAZ. 1ROOM / p y;1 I Design Densit : 0.1 ROOM ROOM ROOM ROOM y5114 ' t IDesign Area: 600 r Zj silo sin 5112 5113 1!_, Number of Sprinklers in Design Area:7 1 CD l 1, , t „� I, • + ' Q m - ' System Flow:230.52 4 ' I — —d •om — System Pressure: 64.72 .: I ° ly' Ir' . Q 1fi� Y To® , JID tHose Allowance (Included): 100 ,e� 2 CORR 3.irh T IY' S115 , �1 • ESPACE CLOS1 1% IY' T , 2IY' i = tY' 11_ = Y1 ' ` ll�R 7 6V12 0 S2 1z o V 11101 az1�' 1Y' Oq2-2 x 7-2x' 7-10ER9-6 - a 1 a-1x4YAN 10?]OH -304-3 o �R 3 ,o,t °o — 5102 5104 C D I• IY" IY N ° 7— • • ICC 8_e ofFICCs-0 , oFICC6 oarC ornc "EXISTING DOOR. D W ` CORR' ACTIVITY N ' +0 2 Q ,s I •r 5202 zt IS2031 :�� � . +°MPROVIDE NEW S116 �9, °16 ,6IF cu i I ♦ . o - o N ' :'NHARDWARE TO o i:.- O'- x " , ®0 v)#ti E ;. •7 Cv C NTR• - . / LAUNDRY IY F MATCH DOOR 0" D ; :, .._...0. h N N ) �.:-• ... (•7 ..:;- -�_...,.......u._........... ..._.. ', s� '',#, '_: � - � 3-2,� IY s „ _ fY : lY - :: , ilY `.. : t,.i 17e"-. t 111 ,., 1 ----1: S100b 5103 E I I 1 E ... 'r .,t RR ,' - .... ._ N ,. - _. _.--».....»I_...- � 4 ... . .Z4 _. .. . _,.},C, 6 , ., ...... ._... _.......14 0 910,.x..::. . _ 1...1H... • . , ., _ A5.00 t. — , cs A5.00 a .. ..._._�� lJsi�LLV�d L4 :- - • ,i `.."71:-. - t n �,n I- -. 1� ._o_. I 4 _ :.3':''."_`� 1 . , 3 O. a �..,. ^. ) f -6._ '_:..; o.. I. y...W_ __v.__._.�.. AS.flQ ' ' e o' .. 34 ..;.-1AS.�� a - _ I ll.....I ° I: J101 C-T • ___ I • ,�1' % �I y y `--+J -.1 2 - •.....'� - '.. 1 ._ :I _ �/ _ 1 1LL2 "I ytimi ,r) 52D'1 IR' le N 1 .(tj I 2-3 1"'��.t :-:114' i Y' . . 3 2 _.. i _ N 1' I--- IY' ` SY' DIY--J 1,• N _. :. r r�T;T .�' .a tr H7![ • ;: -- {� g-0.. .., 96 ' I_0 - n W .. ...It.,,..-......�, ...... _.....� �- - 1 •CORRa-1x I�`� O J I . EY s1,7ze13'fiLbw FY's sz 4'Y;11 � , ,_. .I � :!Ii .r.. .'4"n1. � '2"--.44,74-7--"7..:. . ....,..._.._v t n ROOM ROM I.->' ROOM ROOM oPEN ^ , - I 10," jArA10°1 'I" 5106 s1 J7 5108 s109• I a` BELOW neo t • I , Q [ 7-6 - , m-\ d- SOUTH BUILDING BASEMENT PIPING PLAN SOUTH BUILDING LEVEL 1 PIPING PLAN SOUTH BUILDING LEVEL 2 PIPING PLAN SCALE - 1/8" = 1'-0" SCALE - %g"" = 1'-O" SCALE - 1/8 " = 1'-0" Go cu IL k Hanger No. W02 Hanger No. W61 VT End Thread Lag HZ Cross Thread Lag -1.50 �0)). f ,i�i.1,��,'� O \ Wood Joist or Beam�r 1 g Wood Joist or Beam HZ Cross Thread Lag / :aidt , p '\ VT End Thread La �� a =0't a YE-17 �_` � i:111B1 VICTAULIC ZONE CONTROL- Siib = �� RISER 747M w/PRESSURE WATTS BALL VALX E II SI RELIEF TRIM o VICTAULIC 705W = VICTAULIC 717 CONTROL VALVE CHECK VALVE � •a• AO Thread = AA Thread 4.aa Rod al Rod ill 2"MAIN DRAIN Ripe ��\4Pipe $a' Swivel Ringy � Swivel RIng., ' A5.00 SOUTH BUILDING RISER DETAIL .� SCALE - N.T.S. I HALLWAY .20 HANGER DETAIL_ S -,1=aw!+e OFFICE BR , SCALE - N.T.S. ;'" SP AI.,EUNENCH S203 ' LINE - a ATTACHMENTSHRETS200J ATTACHMENT CORR! . , It"ARMOVERII �,90 4'-0"SPRINKLER DROP a (4 5117 l'' ��'I' 4 BRANCH BRANCH LINE TEE o W 45°BEND . . 90°BEND LONG. SEISMIC DETAIL LATERAL SEISMIC DETAIL ROOM CORR BINE"H"R RR: ROOM ROOM 0 "" s` `^>• 5112 5115 5102 51011 5107 } �, �,,: :_,. r :is;'s•. WOOD STRUCTURE WOOD STRUCTURE ix x 1Al;P%t'" %r` DROP STANDARD: vfi a f 1 • *MAX 2 90° BENDSND RADIUSLAG SCREW LAG SCREW f I 11 MIN 6" BEI ., 1;;'s>' c .NO KINKS ��� ���� �1 CH 1 90 + II'�tz%: • ,, :> �Z •--�� , � BRALINE BRAUNE CLIMATE B 1 O O _ 0 o_ LINE LINE BRANCH =11 ill I1 11- ,r= ���■ FITNESS MECH. bONTOL LINE STAFF R;,ut„enRlTnl; 45°BEN ADJUSTABLE FLANGE CEILING GRID I 5004 5001 tiY�I®Y. II=II=11=11 11-1-11�,.. �_MOUNTING BRACKET \ \ 500 II II 11 IL- IIJ / `UNNERSAL /y---- `UNNERSAL _. .11=11-11 II EAR �f1"x1/2"R.C. \ I i I797 li /42 TOLCO FIG. 4L�II /�,' SCH. 40 LATERAL FT TING �." `1" SCH. 40 RELIABLE MOD. F-1/FR/ SUSPENDED CEILING SSP W/. REC.ESC. GRID&TILE � � �,�® PROP zit iN%dIt SECTION VIEW DROP DETAIL r SCALE - i$" = 1'-0'" SCALE - N.T.S. AC oRSGON� I3:to SEISMIC DETAILS SCALE - N.T.S. Expire= 7/1/18— GENERAL NOTES SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED D HSW RELIABLE F1FR56 RA1485 155F 1/2 CHROME REC CHROME 29 0 WORKING DRAWING 3/6/2017 1 . CITY OF TIGARD OCCUPANCY: LIGHT HAZARD MAD RONA RECOVERY 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY . SSP RELIABLE F1FR56 RA1414 155F 1/2 CHROME REC CHROME 3 — (1-8) WHICH ARE END TO END 2. OWNER / ARCHITECT DENSITY: SSU RELIABLE F1FR56 RA1425 155F 1/2 BRASS BRASS 14 CENTER 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 3. REMOTE AREA: DELTA. PAMPHLET NO 13 0 SSP RELIABLE G5-56 RA3415 155F 1/2 BRASS CON — 17 _ 4. INSIDE HOSE: — 4 PIPE HANGERS ANG OSIAND METHOD OF HANGING M BE IN ACCORDANCE WITH NEPA HSW RELIABLE CONCEALED SWC56 RA2634 155F 1/2 BRASS CON — 10 5• OUTSIDE HOSE: _ _ --- ^"' ' ♦°'"'" " ''' 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 --' WATER SUPPLY 7000 SW VARNS STREET, TIGARD OR, 97223 FIRE INC ■ 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE ------ - --- DESIGN BASED ON: WITH NFPA PAMPHLET NO 13 STATIC: 72 TITLE FP.3 South Piping Plan 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. # 1 3 2013 RESIDUAL: 62 DATE 6/13/17 SCALE AS NOTED SHEET 3 OF 3 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM FLOW: 1 1 33 - - CONT. 17-5707 DRWN. DCC SYSTEM WET 14795 S.W.72nd. PORTLAND,OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS - 71 OZ SW yarns St. THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: