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Plans FPS2O17 - 00109 RECEIVED 0 or 0 JUL 1 9 2017 0 ° CITY OF TIGARD 46 SS A „° /I\ - c� ° _!�1�._\ �►y. . r ® _ / BUILDING OMS ON Pri irvitw �l� ' �� o p � OZ LEGEND ,,...ri‘. IT _co Oi O) Oi Oi . ' aa,t I/ . ry LO / .�S . 77 SHEET 1 : FP.1 SITE PLAN X S \ C \ / iito_\J SHEET 2: FP.2 NORTH PIPING PLAN 4"0 CLASS 52 <- : O A A - X S \ G ' DUCTILE IRON PIPE \ 0 R T % 41 X / SHEET 3: FP.3 SOUTH PIPING PLAN SOT FP., B D \ G ; ': :0 j • OFFICE COPY -' \. // CITY OF TIGARD .777 L2½///½¼½////Ø GALVANED j 4 e F Permit#: rP`sao >'7 - co ) 09 SUPPLY TO SOUTH % L / /BUILDING TO BE ROUTED1 Date: 7_ ° OVERHEAD THROUGH / / a - 17 H 0 NORTH BUILDING / (BY DELTA FIRE) / Z////21 //// 2 \ / / 2 ` I 4"0 CLASS 52 �i--1 \ . % DUCTILE IRON PIPE ° ® L BACKFLOW & FDC % .1/4%%%.\%%1/4%. .":113\K 1 - .: 1 . •.. / '." AT VAULT / % / T 40 0. (E) 6"0 WATERLINE SOUTH BLDG NORTH BLDG - 4"O CLASS 52 VERIFY IN FIELD DUCTILE IRON PIPE 6x4 / � 4" FIRE PROTECTION O WET TAP roilWATERSUPPLY FP.1 / A— UNCONDITIONED SPACE i, _ _ CONDITIONED SPACE v (OUTSIDE) ® III—III—IIIIII I I I —III—III—III —-III—III—III—I I 11- I I_ FINISHED FLOOR __ _ _ __ __ _ —_ — = II—III—III—III—III—III—III—III—I —III—III—III—III III: —III= 611 III—III—III—III—III—III—-III—III I 1-111—III—III II= NORTH BLDG _ _ _ _ 4" FIRE PROTECTION LOOKING NORTH 1110 , _— 11-111-1 l l-1 11-1 1 1—I I (—III—III-1 =-111=-111-=iii - III- WATER SUPPLY - -1 1 1-1�1-1 11-1 11-1 1 1-1 11-1 I I-1 1 1 11=111=111=w= 1 I " — —T 4; FLANGE—I I I—I I 1 4' MJ REPAIR SLEEVE —I I I—I I I—I IMEGAI;UG I , -1 I —111 8"x 1-0 PVC SLEEVE CONDITIONED SPACE /� UNCONDITIONED SPACE ra ,./CH-1117-11 —111 11-111 I l I,;,1 l 1111THi 11-111-111H11-111-1 , 1 I S I I 1 I I 1 iTii�1 �_ (INSIDE) .._Th (OUTSIDE) 4"x 4-0 SPIGOT GROOVED COUPLING It Md RESTRAINT i D CLASS 52 DUCTILE IRON PIPE eat (CLASS 52 DUCTILE IRON) FINISHED FLOOR _ _ _ _ _ _ I —I 11— 1 I —III—II I—I�11 I I—III—III—III—III—I I I 11=_111=_111=_111=41 1-1 11-1 11-1 11-1 11-1 11-1 11-111-1 11-1 11-111— MECHANICAL JOINT 90 ELL -III III— I I I-11 1-1 I I-1 11— FIRE WATER UNDERGROUND SUPPLY GROOVED 90 ELL � _ _ _ _ _ _ _ _ _ _ T-BOLTS (LESS ACCESSORY) 00.00 SCALE- Ys' =1'-U' 4" D.I. SPIGOT III—III—III—III—III—III—-III—III—III—-III—III- MIN. DEPTH OF BURY=36" MEASURED I I I I I—I I I—I I I—I 8"x 1-0 PVC SLEEVE I1-111-111-111—III—III-111-111-111—III—III-1 I . 111 _ Illi III1111 I Illi-1 ( 1-1 I I I —III—III I ( III FROM TOP OF PIPE TO GRADE — IIIIII—I I I- 8"x 1-0 PVC SLEEVE I I —III—I I I Gn 11 IG 1 1 1 III 11 I II 1 111 III -1 ( 1 11= 1 1-1 1 I 1 MEGA LUG BASEMENT FLOOR I LOOKING WEST • III-III-I =-111-1 11-111—II1=1I1=1I1= 11—I 11—I I I 4"x 4-0 SPIGOT I Il1—1 l I (CLASS 52 DUCTILE IRON) � I CLASS 52 DUCTILE IRON PIPE I 1 4.00 -1 I 17 MECHANICAL JOINT 90 ELL _ (LESS ACCESSORY) T-BOLTS T-BOLTS—7 . +C`.: Mots, MIN. DEPTH OF BURY=36" MEASURED MECHANICAL JOINT CAP y FROM TOP OF PIPE TO GRADE Stan `.: - lek 011€60t4 s.L u 1 MAIN FROM BLDG NORTH TO SOUTH 2 EAST END OF NORTH BLDG FP.1 SCALE - %2" = 1'-0" 71/18 FP.1 SCALE - %2' = 1-0" DELTA FIRE SCOPE OF WORK BEGINS AT INSIDE FLANGE OF EACH BUILDING OFFICE COPY GENERAL NOTES SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH OW. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 0 WORKING DRAWING 3/6/2017 1. CITY OF TIGARD OCCUPANCY: LIGHT HAZARD MADRONA RECOVERY ;a1. . 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY (1-5) WHICH ARE END To END 2. OWNER / ARCHITECT DENSITY: - 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE VAIN NFPA ' -> 3. REMOTE AREA: CENTERPAMPHLET NO 13 4. INSIDE HOSE: ; „ 3 . 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPAPAMPHLET No t35. OUTSIDEHOSE: - .xr. TIry -,721� "�' '1:n. ri 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 WATER SUPPLY 72 7000 SW VARNS STREET, TIGARD OR, 97223 FIREg INC . 6 JOINING OF PIPE AND FlTTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE - DESIGN BASED ON: WITH NFPA PAMPHLET NO 13 N.F.P.A. 13 2013 STATIC: TITLE FP.1 SITE PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING 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: 1 13314795 S.W.72nd. PORTLAND, OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS CONT. 17-5707 DRWN. DCC SYSTEM WET THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE _ , _ _ LOCATION: 7102 SW Varns St. 2 " RISER B C A5.00 A5.00 A { VICTAULIC ZONE CONTROL ' .. - -..-_. I RELIEF TRIM w/PRL�46URh L !P . /- , a C D I !• v A5 UO A5,0D , A5,00 --VICTAuLIC 717 1 g j ) 1j i +° CHECK VALVE 1 7 tib` �� .. 1 , �� i -, I I i I d k'40- I I I CONTROL VALVE v I T,_,. -CT-"T T:� ,, r 1J C3 T",` 1 - O 0 .4. o ROOM �I I l 4 7/-1-1.1:::“--9F .f N126 ACUTE FS RISE I � E ��I1" F ®I �_�� ROOM ROOM I >� .w., PREP COOK -8 I • I i i^ I .1 0 -- - 14" MAIN DRAIN N12 � I ROOM , a N125 I OP. N I �^ 7 =^ ri °' OPEN 0 N114 7 I TO �.�' KITCHEN 9EL W ! , s I2 off3 BELOW i i .SII _ t t - . Ik.:.: _... .� .. _ ._� .. 1, .cu 0 , CO r ?s _ ,ryot N113 r 11'6iiii 3kZ 3-2'g^ i'e� •1 8�1 I 6-0 • a. – I 6-0 afir O files [ I ^� ^� O GJ j CORPIIIIIIIIIIIIIM . �e • ' i I n. .0 � ,41 1 , I x o / o N129 Q ih I I 1 ) 2u2,3 1k lk I l_ J 1 = 1 - -I -i J _ ...... ......... 4 � � � � �._� �...-� �..� k�i�a —I— �...a.... �. .� ' �'__ I I, B II -11' - 4s Jr, -__ 1I --11(' a cYio 1 . _. �t `J•�-._. � �.+ � _ 03 �o I ; 1 ,r`; -3 i,-' _ . �'D, EXAM 6-0 -G RR , �I BUILDING RISER DETAIL 11 � I ( 0 t� �' j _ . Li:; t2t-4 , . 1T F CLEAN I _ I �� �� - --17 �SJ N108 t o sHRuDEo f—1 n I 1 N,D z o ooo aI NORTH, (NG_nnI J �� SCALE - NTSN107 . RR OFFICE a m 1® ( , . N112 t \; I I — l 'x:31 $I MECH. OFFICE { ,mm - oPP �' ELECT. 1k' lf=^,. �}2l I l c. I -o h ;02:4 gs NURSE = � �®f I ' ',-1„x 0 I �I � I 01111 coil OPEN I I I will' e N109 p k k 1 4 ga i �° CONSJIA lig t �, _ , Ii I1, STATI m r � . , r.-4-..4..„,1 _ �� I � � RR nl� z ; 4 h' ;moi Nzoa � ;45--- � � ��i _8 N70 t. rN..--- w ZI N116 D < ""Nt Oxo INt I I_ ( I f i 13 �.__._ 'LIG .�L` STOR. 1-ros ' OFFICE . 1 � MEC® 0 1 'w' °'- r 1 t_ ;per E_i 1 oI r-0- 1} �0, tIi� .2 1'1 I i'"ik`! `" 1k' ` lL rJlk' t 't N110 �� N111 �'L' t.. �I _____ I A I ' C .1. - :;�°. � I _.� .;II I ,, ,..I I Q 6•ti d 6-a NORTH BLDG ( .:' 1 3-6 s-3 3 s �—► A _ m _. LOOKING NORTH N J + _ t ----- 1f- -- hl � I g g. __ I _ L �3 1 4° FIWAT WATER I� - rt A5 .� y� '_ 20 Q i ti I 'II a a — .r r— — ai r liIl ,, Th— _ J Ile lie" 2' m 2 � I' Ik''4 ':Ile'. _n , I -_ ..0 Mn* i� - ur - ..is a lk'. 2k 3 6-P. A i 6 10 14-7 A 4-0 I 8-0 A a 0 6-0 0 14 8-0 I 0 12-0 12-0 A 0-9 CONDITIONED SPACE _ — /� UNCONDITIONED SPACE I LOCKED 0-3 ; � t Lt 4--� Cf i Kti9 (INSIDE) V (OUTSIDE). + (0 DE) ALO BBY f � r iORAGE :.OPEt FINISHED FLOORPsi _ _ _ _ Az.00 MEDS CORP.iCORR. ELoW, N106 I N206 N1001 N131 1k 1k' 1k 1k' 1Y. 1k, 1k i1' 1k �� II II�� ��I I��IIII11II II�IIII I / ,; 1 I I I .., o-� 12-0 8-0 6 G 8-0 6 D 8-0 8-0 0-9 — — DG.G r ww: .-t 5 r r :.:: 1 2 _ - _ i I„ W=111=111=11 i �r ,� I� �4i i ` �`_r 11 1� I I I I I _ — —III—III—III— III —III,—III-III-III—III— FAMILY ROOM ROOM ROOM = ROOM ROOM ROOM ROOM \ -..__% j a"x 1-0 PVC SLEEVE IIII I (— MEGA LUGI I—I I IMEGIA I UG N103 N117 N118 N119 N1Za N121 N122 N123 i t ! I —111—I — 4 4"x 4-0 SPIGOT -III ICLASISI I2 DUCTILE IRI I ON PIPET I I I - 11 4' 00 (CLASS 52 DUCTILE IRON) ---- -- —t - M I I I MECHANICAL JOINT 90 ELL Vie E 1 f B — - T-BOLTS MECHANICAL JOINT CAP (LESS ACCESSORY) T-BOLTS—NORTH BUILDING LEVEL 1 PIPING PLAN LEVEL 2� P; ING PLAN MIN. DEPTH OF BURY-36 MEASUREDNORTH BUILDING!A5.00 EICI>. FROM TOP OF PIPE TO GRADE SCALE - %B" = 1'-0" SCALE - 1/8" = 1'-o" LEVEL 2 ` °' , k 1"ARMOVER ;ass e �ii 4'0"SPRINKLER DROP NORTH BUILDING SPIGOT DETAIL BRANCH UNE TEE pd 90°BEND SCALE - N.T.J. o w 45°BEND i `'`4i��;ti1����;;;�.- cr x4: ( 44.- DROP STANDARD: Fe %4'> tip,. *MAX 2 90° BENDS a 4:40' T 1` *MIN 6"BEND RADIUS ft`': Q ti;SY2%;�ii; ,> m :.'r. *NO KINKS 45°BEND _ CEILING GRID ADJUSTABLE FLANGE �_MOUNTING BRACKET DROP DETAIL "x,/2"R.G. �1 SCALE - N.T.S. f iIIJ LONG. SEISMIC DETAIL LATERAL SEISMIC DETAIL RELIABLE MOD. F-1/FR/ SUSPENDED CEILING WOOD STRUCTURE WOOD STRUCTURE \ • SSP W/. REC. ESC. GRID 8 TILE LAG SCREW LAG SCREW Hanger No. W02 Hanger No• W61 _ o O :RAN BR NCR aH UNE STAIR UNE VT End Thread Lag HZ Cross Thread Lag N2O BRANCH . rs SHROUD Wood Jot or Beam 1 Wood Joist or Beam 112 Cross Thread Lag V <- - • <.. r"ATTACHMENTT LINE `UNIVERSAL -. � r VT End Thread Lag �� / `UNNERSAL _ _ ATTACHMENT° _ r�=s�, L 45 EAR 45 ., ��111R11U• EAR 3 r \ BRANCH BRANCH �;-� = NIP. TOLCO FG. 4L-NN 4��1" SCH. 40 LATERAL FTFHNG� , `1" SCH. 40 kH I ROOM _ LINE - LINE LOBBY I FAMILY+r�® iH N126 N1001 N1 3� 0 0 AH Thread . All Thread ��� Rod G Rod C - a - _t54/ S Pipe $ pipe Swivel Ringer/ Swivel Ring,...) ��- f,l)PROpcs, - _septet l_.' SEISMIC DETAILS k 54330PE -r. SCALE - N.T.S. oxscon SECTION VIEW ktr/3 All SCALE - %8" = 1'-0" c. s HANGER DETAILS Bores: 7/1/18 SCALE - N.T.S. DELTA FIRE SCOPE OF WORK BEGINS AT INSIDE FLANGE OF EACH BUILDING GENERAL NOTES SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH OTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT W BE NEW AND UNDERWRITERS APPROVED D HSW RELIABLE F1FR56 RA1435 155F 1/2 CHROME REC CHROME 52 0 WORKING DRAWING 3/6/2017 MAD RONA RECOVERY Oi SSP/U RELIABLE FIFR56 W/ 1" OUTLET RA1414 155F 1/2 CHROME REC CHROME 9 1. CITY OF TIGARD OCCUPANCY: LIGHT HAZARD 2 PIPING DIMENSIONS ARE (TIER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY i (1-6) WHICH ARE END TD END 2. OWNER / ARCHITECT DENSITY: ,, 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA SSU RELIABLE F1FR56 RA1425 155E 1/2 BRASS - - 15 3. REMOTE AREA: CENTER PAMPHLET NO 13 11111. HSW RELIABLE CONCEALED SWC56 RA2634 155E 1/2 BRASS CON - 13 _ 4. INSIDE HOSE: - 4 P�PHA HANGERS NO LAND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 3 5. OUTSIDE HOSE: - ._ .... .,..... _ .., j. ...... 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 F1TI1NGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED ON: WITH NFPA PAMPHLET NO 13 _ STATIC: 72 TITLE FP.2 North Piping Plan N.F.P.A. # 13 2013 RESIDUAL: DATE 6/13/17 SCALE AS NOTED SHEET 2 OF 3 FIRE PROTECTION CONTRACTORS 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING 62 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 Varns St. THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: