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Plans (60) FPS2O16 - 00055 • WATER LINE -\ PUBLIC FIRE ` STANDPIPE #1 HYDRANT TY ___r____w ._____. -I \ . ,. PUBLIC FIRE rm ., :.0". . . �� HYDRANT -IOSE v7,,,,,, iirAl r :LL__ , - r- A> ,,,Ilf , !moi ,��-.• i ` � i i i._.,� .. ID �� _�' �,- -i-L,,---[, A, ,, r ..! ,h A,:-.°".'*''''- Aiv It _ Ailr24 ......11116111.4 „ .......... 4, . , ,,,,,_ • , ijr7. .„„„........„,,.. _ ...,„, ., I L .___. __ _.:— Pv— — _________,7Ab__,rti‘,/,• I PUBLIC FIRE `� .., B u 1 DING ‘. Ar- 4, HYD NT BUILDING 2 ® COURTYARD I STANDPIPE /ifI Al„_. Allif _ _ _ _ , .. id Ar . ArAi I dif, IMIARIMMINIa 144 Aeeeeee,gleee.IFIIIMMINIKA .0k 4, All - SUPPLY TO -11 i ,A Ale A I COURTYARD / 41/ FIRE DEPARTMENT 1 STANDPIPE CONNECTION RISER ROOM f A Ai .. . . BUILDING 2 „ , , I STANDPIPE #2 I• i , r AvAdidr.w.4 0.1 • - I STANDPIPE #3 or rer7 /err lAwAy,,,,‘,„,„:__AiI� I . , I/ lk. ,.: :..: • 11 i AA --.11 ii 1 4/ ,:I...•,,•.l•.• ,,,;.; /1- :,1-4, I1rrrivviA_r_rr_i__l'I_leA4F:L_r4, 1-'0p1' • %:irdodrrSr1A_toL"tYrA_rkrAi :tI /ii`/A �f,P i/rr,.i- -1.rrA oo ,A_- __. i_.eirr._Aez4_r /i:,,7, /��Ar1 ,-- • . //:,, . . —._ ®a.-- ------ ---------- . --------------------e )_- Fi RIS,. ER ROOM-_ ( I BUILDING 1 '1,* ' All Al''"-'' 'All ............ . ,I .- CITY QF TIGARD ` _ I PRIVATE FIRE I FIRE DEPARTMENT =ramp FOR CODE cove HYDRANT VAULT CONNECTION � "' �I cic���algl OTC . i . a .0 20 , II isis + Address: s. .� ..r .. a .. ,a.. (1,A1 9.. .. .. a a .. rut .. 4:3:4, ?_� a. .: c','.1. .r .- o li �A L A�' 1 1 a9`. .r hn .. �.,:, .. ._. :. .. .. .. 1r ....: .. ... .. .. ._ F.. .. .: - .. ,• ..til@:9': 2Y:: :- t _ .. _ .. I _ <.. <,9`S nary �: .. ., .. a: .. .. is .I .. .' f i.. j .:C �__. _.- ''''''4 R9<. 'o.J.� :9� �� L� t e: - :[ i • - 1 ! Suite# � .1 :1 all • il YI e Date; i a i L II II :! 1i Ei • :I ii �i PUBLIC FIRE i II it y k €i r �,..9 .... 11 ie:* it .r .4 4: r aw • COPY ii HYDRANT 1C • C 0 P . I _' li . I i 11 il II ii II 11 s..... p... .�. C*S CIS .. C3 .. CZ 3 .f':e i. Se,3 .<k,c. t, It 11 11 C.:':...• p:.:.a li J':e •i. G 4u6. .. ,.a :9..: o-0.. .. w9e. ,,u.- ).t. :. .. < _. x. z. .. d.s' .. CZ 7.9.r F9.:o e.9.., a.i. Y.-�e- r.•a. -.a.: II �C^v o�3e-. 11 ,ref I. t” .s .nZY -0^;d ir,9-, s:) C:' 9 i il ';9 a .. _ 11 ;s,1! II .. il - II II II II IsII ss 11 II i Il Il I • i lj isII ss i iI ss ss 1: I: I I sl • • ' , FSS, 5f330PE ' FIRE SPRINKLER SITE PLAN +DREGUN SCALE- 3/64"= 1'-0" 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 0 PERMIT SET 3/16/2016 1. CITY OF TIGARD OCCUPANCY: VARIES BURNHAM & ASH 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY ARCHITECT DENSITY: — (1-6) WHICH ARE END TO END41111111111k _ 2. OWNER / 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 3. REMOTE AREA: — it PAMPHLET NO 13 • 4. _ INSIDE HOSE: — APARTMENTS 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5. OUTSIDE HOSE — r M, 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 WATER SUPPLY BURNHAM ST & ASH AVE, TIGARD OR 97223 FIRE INC • 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED O N: WITH NFPA PAMPHLET NO 13 STATIC: 104 TITLE BUILDING 18c 2 SITE PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. # 13 2013 RESIDUAL: 92 DATE 12/18/2015 SCALE 1/8" = 1'-0" SHEET FPO OF 9 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 1 610 14795 S.W. 72nd. PORTLAND, OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS FLOW: CONT. 15-5481 DRWN. DCG SYSTEM WET THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: ASH AVE & BURNHAM ST LONG. SEISMIC DETAIL LATERAL SEISMIC DETAIL Hanger No. W61 Hanger No. W02 WOOD STRUCTURE WOOD STRUCTURE HZ Cross Thread Lag VT End Thread Lag PIPE SCHEDULEWood Joist or Beam HZ Cross Thread Lag Wood Joist or Beam VT End Thread Lag CPVC STEEL LAG SCREW LAG SCREW =iuuuu� RESIDENTIAL UNITS CORRIDORS1 II 0 11141 LOBBY o 0 0 _ o -----E---.- o�"'�v� v. P J �� BACK OF HOUSE rN-..--UNNERSAL �. "N-"---UNIVERSAL _ ISI STAIRWELLS AIIThread _ AIIThreadTRUSS FRAMED DECKING 45• EAR45. Rod 1 Rod ALL OUTDOOR PIPING TO BE GALVANIZED STEEL UNIVERSAL -N. `/� LATERAL ER„NG ,� Pipe —.--=.—', Pipe 1 SCH. 40 1 SCH. 40 Swivel Ringy� Swivel Ring.� ALL GROOVED PIPING TO BE Sch10 LONG.FRTING (, S ,:--4 ALL ALL THREADED PIPING TO BE Sch40 __ `4 ., Oji 1, Mil=MIs 0 SEISMIC DETAILS HANGER DETAILS SCALE- N.T.S. SCALE- N.T.S. ( 11 ) 10 ) 9 80 6 r54 3 20 \ \ .... \ \ I 1I 1 II _ _ , I- - -1 2 8'-6"—.- 1 A x.-a_ _q. ___ N. N.F.P.A.#13 HANGER SPACING REQUIREMENT PIPE MAX STEEL LAST FROM END I � - (L.. �y _ 1" 12-0 36" II 1 __°__ 114 I - I ��� I I I I 1114" 12-0 48" I I [ 15-0 60" 1 3-1114 n1-514 x 12-01 ............. 3�7ji--�.._..---------__ 9-111 2110 1 112" & UP d / ,..._______, ,..________ I o I o mo I x ��� I o oml � 3 I I I I I J NIlmillum - �U ^x 1\1=1 � LJ "' i o m ' D I vN o m 5 5!4 5-614 uu I Ian li I I I I `�,, I; III o } • TI I I _— - — _CO I _ L ..-I - - - � - - !_:__�_ __: Design Area No. 5 - OH I - - - - - - - - - I - - - - - _ - B - woo - - �, ---1 '� `� I - / ` i I - Density 0.15 Area 2080 - I - - - I .: — 1 1 1 ^ , 0 O ., ° o --I uu Flow 1162.83 m © 94.98psi m -� \ -- —_. 5-0 5-9 8-9 .. - g P Pc. I: I Includes 250 gpm Hose allowance I. 1 I I I I I I 10 .. I 1; 0 i / — I ° Ni co I 1 1 A/ I Design Area No. 6 — OH II I I ,� I ',f \,- --.. o 6 34 `r 147 Density 0.20 Area 788 �� 1 ,35 0 o-----s'aZ 5 4 p 6.3 psi 7 �ti '1 -. CD 1 Flow 4 6 g m 8 9 s rc,_ - D=' 14 I I ® ; s-o Includes 250 m Hose allowance I_ O O I�? 0 3 s 0 0 — s-o 9P NI 0, J rn rh�v` v ,,,( ® rte® ..� O I i O o O . O O ,ss 0 1 0 ® a, .,..: I s 5-614 i L I 3- I LJ LI 1 O toU , 0 - - - - h - - T - - - - - - - - - - - - - - - - - - - - - . ..., 11 m ••1- ro ^m o �m m �m �a � x^ Op ( - I —\ E. . I i 0,4444.L .--- D o Cite, ® ® N .. . . . `- 1 o N I m 'I m '1 m °o 151 O1,41 ,� ,.. N. . o , ►i►r , m O o OD 7 O � O nl� O O o I O m � 0 o o o O o . . ' °���� i ` p O N O o O o m O O O I O �' e o la O �/ Q ,O L/ �\O rn i L_I LJ i I-I LJ i m n i m l i LI I__I i i ce_' i I I i0 i `ti i , i IJ LJ L ND ` No `ti I ` o x x x `L ti I N b -, '` ® + + - x ti + 0 ti + + ,n + rn + II + \n + \a tr, _ , 138 , .` s `\ ,\AI ,\� Vg -\ ,\ - I_ © 4 L ® N� ,\A^+ ®® N� -A + V � ® V V ® i V�� co O �� v�� ®�rt. I �V` ® ��)� �� ®®'��...- �\p j V V[ V` V` V` V•C V V` V V` i I ' 4 0 4 4 4 4 4 4 4 4 - 1 41 4 4 4 4 4 I 4 P , 4 40 4 „ 4 4 4 ° ® 4(() c, Z 0 ((1) ((I (�—i$ 5 2 (() i () i[M (r (r (> ((1 _ t _ n u U n c1 \',. ® , ! IT1 12-2 -'.5914-5D4 �- 6 5 14 7 2-5 _ -:' 8 10 �- _... • .... -I _I,.. _ _I :- -6Yi� �. m �► x x ,;�— E-917-91-7-- [10-91/tt_ -4' ,# I [8-101] a+ - all BOD 1 �- — —I C80:3c_ ] I [Oli BO] + Y -;'-- - 52Y� BOD - —- _, I I =, _ __ _ 1 co --ESs1-sol _ I .� �, �J ! MAIN DRAIN TO BE LOCATED ON WEST WA L OF RISER ROOM � � � � � � I Q �� ,� � �. C/TL B0] � JQ �M .� ilS'7 1I , LOCATION TO BE COORDINATED WITH PL BER ONSITE e. .. . I� ® _ _ 1 O r - 4-0 1n; O T M 1 (ID III , J -...__ i ° 0000 1 0 �.,. 0 �,� 0 0 0 0 0 o o "' // 4 1 1' �� :J ; __._._ o Moll / /a. . = -6- 1 �: Je Q° e R n n o © // os -TDA , Myr 4�'1 4 4 [ 9-8 ] I ;-f-- 7 7 m m �` o I 1 1 + 0-6 2 3�" lb-0 21-0 I o N o c L_IL=1 r 3-0 [52 BOD] t 1 1 l`... 1 t t i4 -- u LJ -o L Iu /, 1111'I':� -; k. ;'_ - Ic ,., """-^"--""'" iso �$ I ' 1 I ' .- . . . Al 11, Z On AMES COLT C-300 BACKFLOW ASSEMBLY ' 13'-5^ -- I I I I I I l I I I I l` I .-- .' ` O © / f�'_5• 8'S• - i i L _ _ _ — — — — — I — — — I — — — I — — — I — — I — — —I — — — I — I — — I — — - 1 I I I I (1) I I PROPe 0 `�0 SPE 7' ,1 : r OWN FIRE SPRINKLER PLAN - BUILDING 2 LEVEL 1 , ,,, SCALE- %" = 1,-0„ -: 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 © SSU RELIABLE F1FR56 w/SPRIG RA1425 155F 1/2 BRASS - - 27 0 CONSTRUCTION SET 1 2/1 2015BURN HAM (Si /\S H / / 1 . CITY OF TIGARD OCCUPANCY: ORD HAZARD 1M 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY 0 SSU RELIABLE J112 w/SPRIG R7326 155F 3/4 BRASS - - 50 -- (1-6) WHICH ARE END TO END 1 PERMIT SET 3/1 6/2016 2. OWNER / ARCHITECT DENSITY: 0.15 BUILDING Q HSW RELIABLE F1FR56 RA1435 155E 1/2 WHITE REC WHITE 2Me> APARTMENT - 2 � 3 EARTHQUAKE BRAgNG SHALL BE PROVIDED IN ACCORDANCE WITH NEPA 3.4. REMINSIDEOTE HOSE:AREA: 1500- � : PAMPHLET NO 13 SSP RELIABLE G5-56 RA3415 155F 1/2 WHITE REC WHITE 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 135. OUTSIDE HOSE: 250 �,.�u- 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 WATER SUPPLY BURNHAM ST1 & ASH AVE, TIGARD OR, 97223 FIRE 1111C • 6 JOINING OF PIPE AND RINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED O N: WITH NFPA PAMPHLET NO 13 STATIC: 104 TITLE BUILDING 2 - 1ST FLOOR PIPING PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. # 1 3 2013 RESIDUAL: 92 DATE 12/18/2015 SCALE 1/8" = 1'-0" SHEET FP2.1 OF 9 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM FLOW: 1 610 CONT. 15-5481 DRWN. DCG SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS - THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE = LOCATION: ASH AVE & BURNHAM ST / FINISH FLOOR FINISH FLOOR FINISH FLOOR 3/4'CAST UNDERLAYMENT 3/4'CAST UNDERLAYMENT 3/4'CAST UNDERLAYMENT LONG. SEISMIC DETAIL LATERAL SEISMIC DETAIL Hanger No. W32 Hanger No. W33 Hanger No. W31 WO F- ACOUSTIC MAT STAND-OFF HANGER (CPVC) CPVC HZ DOUBLE FASTENER CPVC VT DOUBLE FASTENER SHEATHING /JS W NEAT-; WOOD STRUCTURE WOOD STRUCTURE f---" ea,._.i.:.t�.0.... �--`x`?; [3 �Ca:.-..-5. t.::�: 1.7.71:::= 8f,.,E4�:1" USE FURNISHED SELF THREADING SCREW STRAPSTRAP j €4'P r ....... D:'E'%f LAG SCREW enc SCR t. _ ... ... . —_.._ ..... -__F`._,, USE FURNISH ELF THREADING SCREW USE FURNISHED SELF THREADING SCRE EDS ADIN W e,....k.k .7-77:7">. ..IIii , _ .,,:........: w: — , . ,-�- .�. . ,.._. ,. .. ,.,. �... •- ..,�-*> ..._....s. .,.,,.1111TL •� u wimmimmimslmili v--- : STEEL PIPING IN CORRIDOR TYP - 1:0.,p.) iii-iii CPVC PIPING IN RESIDENTIAL SPACES TYP U I:01 F RSAI /N_JMVERSAL - 45 q EAR � Y �-...vy,.-4,. � �,_�-.�,.- �- �.�--��_l� s .�•�-„.-�.. �.. `.1—V-V. .�,..�_�.-.�,.-.;,.-.f....}...., fA �� UNIVERSAL EAR urERAU FrmNc i// ' � F ;'•,;•` f , , , /•. '•. . ;•, ,^, ,: '•. -P 1 Y`er !'•, n f`, f'`, i� i•. ;< ..... ..ENT��Ha�;NE:: �;i i� 4/' 4 �• ... f •� , ir \ �y: - Z 1 I ���1”SCH. 40 `tx SCH. 40 -�, I� I r i^' 11 LANG. FLfRNG .�_ -^.14x.. ,. >.;, --dam � � // ill 1�1 r ` >3.p ,e <., _ ._ a-.=ga,r - r•. ......::. ...e,.. .. ,,,k rx...:.., .>; -, :l.F ,w,.,s>.,,,..«,,:wL'":"'''''''= :,,,;x.n«�..x r ....,« "�'x.`>:< >Q<.�"�:.—4:'� _ .. ......,F. TI �. �I_s /�' GYPSUti:;ANC) G PANBO'•R;. 1 I I 1/7 SUSPENDED GYPSUM BOARD D �� • FP TYPICAL RESIDENTIAL DETAIL FP TYPICAL CORRIDOR DETAIL SEISMIC DETAILS HANGER DETAILS - CPVC ONLY SCALE- 1"= 1'-0" SCALE- 1"= 1'-0" SCALE- N.T.S. SCALE- N.T.S. PIPE SCHEDULE CPVC STEEL r3 / r r RESIDENTIAL UNITS CORRIDORS \ \ / \ / LOBBY 40 11 10 9 8 06 5 3 2I,. BACK OF HOUSE r.---- / ` / / \ \ \ l / \ STAIRWELLS \ \ / / \ TRUSS FRAMED DECKING �� T \\ // // \\ ALL OUTDOOR PIPING TO BE GALVANIZED STEEL ALL GROOVED PIPING TO BE Sch10 I I I I I I I I I I - ALL THREADED PIPING TO BE Sch40 /, , A N.F.P.A.#13 HANGER SPACING REQUIREMENT " I 2`5 PIPE MAX STEEL MAX CPVC LAST FROM END ,,5. ,x 1 1 , ® ,x ti' , I I I I 11" 12-0 6-0 36" I 4 9 13 11 6-6 11 914 ` ,-� :I: [ 9-7 ] _ 1 114" 12-0 6-6 48" 1112" 15-0 7-0 60" 03 ,:I I I I I I I 2" 15-0 8-0 60" I ` — ,.-_ 15-0 9-0 60",x ® n , r , �. 2 0-3 8-0 t 6 9-6 1 -0 �— "1/2" 111- I3—a 1II-o 15-0 10-0 60" T f I M M I o I I I I I 4" 15-0 N/A 60" I i 1x , 1 I 1 3- 21-0 9-0 O t 1 o s-3 - I - — .®,�,,,,,,i,,,,,,,..7_,:6,,,,,, ' - - - - -�p - - ' 1 - •- +I' - I- -1 _ - - - - I - - - - - - - - - I - - ( BI f 77111111111--) of - III 3-2).` o 3 ,a 1 , 1 I ® , I O I I r „,„ / _,, +, . „ 2-16 1 , ,,, ,,, , O C I LI u b ll ....... ... 'itilliYiWitiYiw'Y1V�1 � .:�- ...... .,.. 1=7. ...- - 3: Ihit . .. i - .� .:,.:; .• ::. •1. � • '` 1 L'� '�IC'� _ ' L' '! ':�'�'i.74:71�9 , iwcio'y, � 1 ix .., - lli 1 ii.aM1'-. .. — — 1-o x 7-6 10 , ,-t ,_1_ 1- _ , A? - _ _ Ofd t- _..Ofd _ _ f�l Oa't 1 _ Ofd- - 1 Ofd -4 -s .� 02 O --/ D �ry [ 9-7 ] _ 1 _ I I r I I I[ 9-7 ] x�• �� M _ _ _ I —4:? II_ , ,7., ,_,_ , I •• t ,:_o i mud ,, _ „,..,... i ix-, €'' PigiiiiLimor 1 wfE �� , _ O O 7 -- ,I 5 10 6-6 2-0 n O 0 o o 0 0 o YC o 1 o O O O 1 O I I i 5 7 11 . 0 1/ i 9-0 7-1 .-0 11 9-0 7-s111 0 1i 9 0 3-2 rn [ 9-7 ] _ 1 1 = [ 9 7 1 4-10 4 2 ,...7. I ii 1x milI ,x , tYa , ® 1 t ,I , - -3 0 4 0 I g-: 4 4 �� .711:40"?' - i ( I1 W________ - - - 3 0 ` 7 1x 9 0 0-9 1 0 7 "': 6 0 12 2 1 s t 1. 1 16 1• 18 I 16 :, 12-0 6 2 --- - 5-6 '� n 1 n._W_ I O 5-2. O 1 1 I 1 1x 1 ,x mr_ i 1 - I rnMI 1 g_ - _.i,, ■�m t 1111 ”'xApfi.., - 4-0 8-0 �, 'rte o \\ \ L_I = O O = = = 1. I �' °. 1 114 1 3-11 14 2 • 1 -614 8-41. 10-6 ' 1110 148 140 1�at O 1s®p 1t"I 1=�0 ® 1'�l ® 14 ;i; 4-2 I 9-10 [ 9-7 ] --- I 97 ] 3 � �" i 7f E • • ,, . , . . .. .. . .. _...... - E - I ...: �:::.::..._ c I -.. ( � ; i 1 \ „_,• ___.''1_,.........=... .. ._,....„ .<. .. TAI . -� t I � ' r , I I I I I I I I I I I I ( I I I 1 I I I LL I - - - - _J I( L L- __I L i I 1 I I I I I ” I I I 1 L �l I— — — — — — — — — — — — — — — — — — — 1%\ 1 I 1 ., O)PROFFS II, 5433OPE - FIRE SPRINKLER PLAN - BUILDING 2 LEVEL 2 ° " SCALE - /8"= 1'-0" r13 1$0 C. ,' 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 SSP RELIABLE F1 RES 49 R351 6 155F 1 2 CHROME RES CHROME 1 18 B U R N H AM & ASI-1® / 0 CONSTRUCTION SET 1 2/18/2015 1• CITY OF TIGARD OCCUPANCY: RESIDENTIAL 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLYHSW RELIABLE F1 FR56 RA1445 155F 1 WHITE REC WHITE 2 ,"' (1-6) WHICH ARE END TO END < 1 PERMIT SET 3/16/2016 2. OWNER / ARCHITECT DENSITY: - w 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE MATH NEPA SSP RELIABLE F1 FR56 RA1414 155E 1/2 BRASS - - 9 3 REMOTE AREA: APARTMENTS - BUILDING 2 PAMPHLET NO 13 4. __ INSIDE HOSE: - 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA — PAMPHLET NO 13 _ ._ . - ( N 5. OUTSIDE HOSE: 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 WATER SUPPLY BURNHAM ST & ASH AVE, TIGARD OR, 97223 IRE INC ■ 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED O N: WITH NFPA PAMPHLET NO 13 STATIC: 104 _ TITLE BUILDING 2 - 2ND FLOOR PIPING PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. 13 2013 RESIDUAL: 92 - .- DATE 12/18/2015 SCALE 1/8" = 1'-O" SHEET FP2.2 OF 9 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM FLOW: 1 610 CONT. 15-5481 DRWN. DCG SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS ----- - - THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: ASH AVE & BURNHAM ST w THEPJv1 'LC51; _ LONG. SEISMIC DETAIL LATERAL SEISMIC DETAIL LATERAL SEISMIC DETAIL .. E ,2 , ..' FINISH FLOOR WOOD STRUCTURE WOOD STRUCTURE WOOD STRUCTURE —TOPLAYERION,MINR-30. FINISH FLOOR Hanger No. W32 Hanger No. W33 Hanger No. W31 �„- TOP LAYER FIRE RETARDANT. 3/4'CAST UNDERLAYMENT g 9 r'u}o2:¢umTwbe"T" f 3/8•PLYWOOD SUBFLOOR STAND-OFF HANGER (CPVC) CPVC HZ DOUBLE FASTENER CPVC VT DOUBLE FASTENER LAG SCREW LAG SCREW ,1■'rQ 13FK 1;'11 TaCoFIG 88o ACOUSTIC MAT .r H:=,' STRAP STRAP - a�''' L ___. .. ° ;':g. J' }. ;_.; -... Tex{z_Ett�l+as USEFURN LF THREADING SCREW .-----1F-----=.. O •.--- ----... ,• O O O • snil (SHED SE FADING z,; VARIES <. - is uE'Ckftdt ��;I USE FURNISHED SELF THREADING SCREW USE FURNISHED SELF THREADING SCREW 4s fit -- - - / N_UNrERSALtr1` /N._UNNERSAL Z. CPVC PIPING AT ROOF LEVEL TYP „ - n,.-, € EAR : . 45 4b TOLGO FIG.1007 ,--'1"--,,,r''n''`"' ✓'- S "441 1 --'' .r- „., ; .-..---RESILIENT CHANNELS _. ._ IJ r_44,.. j �rscMa :r 1 I /Ill ....; '^ '' `'- 4 -w„t -; 1�1 1�1 UNIVERSAL EAR LATFRAI.FTl'fING� ®.�. .'.,.,. ..„ :`*.:....., `.'ry ..•,.. ...-,., ,n..._.v .-. .._ _ -._ Nz. ,� �.,: 40/ t SCH 4D �1-SCH. 40' ,( � ., (2j LAYk:f:S Srd`:;:'FSi:M E3C>k ZJ �' `�� w. �J�M ISTEEL PIPING IN CORRIDOR TYP T I O LONG. FITTING_ (1 �7 i MFS �� .. -.. P,..E 2 ��1�III• . I II E '�®�I € i ._ — a •- SUSPENDED % I�, �� \ �,. 11 P":,:, '.. I `+� Z , 1 I - _ - VIII' . .:: FZCA4 `�_ !- I I 1�1 ' 1�1 .� a.�=n:.�:� ;'�....._ W�.,-sw_.....,, .. .�'.. .. ....__ .... ... . 1/2'GYPSUMBOARD 1 , 1�1 s. I -c�3 11J a-' awwwn3_ � l;�' STEEL PIPING IN CORRIDOR TYPI II L ' `--'-- .;'2.':.CIHSI .E:"+'T 0 i,,......... 5/8'GNB-TYPE C • 1/2'SUSPENDED GYPSUM BOARD MECHANICALLY VENTILATED VAPOR RETARDING PRIMER 'WARM'ATTIC 3"(TYP.) %"HOLE MAX. 3'-C LONG SCAB TO MATCH TOP BUILT UP 2x4 TO BE ATTACHED CHORD SIZE AND GRADE FP TYPICAL ROOF DETAIL FP TYPICAL CORRIDOR DETAIL FP ATYPICAL CORRIDOR DETAIL BETWEEN ENGINEERED TRUSSES ��p1I F•1 ��I�IrG .,,,,gMIII. SCALE- 1"= 1'-0" SCALE- 1"= 1 0" SCALE- 1"= 1 0" HANGER DETAILS - C PVC ONLY SEISMIC BRACES TO BE BOLTED TO • • 10D NAILS(.131"x3")2 ROWS SCALE- N.T.S. BUILT IC BRACES 10D NAI 3"O.C.FOR 2x4&3 ROWS SPACED 3"O.C.FOR 2x6 SEISMIC DETAILS SCALE- N.T.S. PIPE SCHEDULE / CPVC STEEL RESIDENTIAL UNITS CORRIDORS LOBBY H 1 1 0 9 8 6 5 4 r32 BACK OF HOUSE \ / \ / / STAIRWELLS �� \ � / 0 // \\ // � // � TRUSS FRAMED DECKING 0 HDR GL 3 1/2 x 12 I T T T ALL OUTDOOR PIPING TO BE GALVANIZED STEEL ,• TYP.AT PER1fvv� 1ER ALL GROOVED PIPING TO BE Sch10 - _ _ I — I I I I I I I I ALL THREADED PIPING TO BE Sch40 I _ _ _ _ _ _ _ _ _ _ _ _...7„,., \;---i--- T''''"i4.-- I I I I I I I I r 1 _ _ _ A 1 N.F.P.A.#13 HANGER SPACING REQUIREMENT I �N PIPE MAX STEEL MAX CPVC LAST FROM END P �N L. ' -`"`~:'--, 1" 12-0 6-0 36" T—i 1. X21 a , 219 416 O o f, I3 .� I I I I I 1 114" 1152:00 6-6 48" _, 1, I 1 1/2" 7-0 6011 � � - , , ,.x.4 _b_. 2" 15-0 8-0 60" _-, \9s fl �\ �— $ �: I I I I 2 SII I /1 21 " 15-0 9-0 6 F , J a� soul x 311 + . _ 1 ; , I 15-0 10-0 60" ir ^" , II J "' ,, �•' I o II I I 4 15-0 N/A 601111I (1).'-0 2''' 11 e csi - 1 ?n •. ,,..,, B , , 101 , 0 ., .. 1 1 - li xa ..... ) . I _ 0 , _ _ _ _ N 1 'f�L - 11 - �. ,iii- 1.� _ fO19 _ _o I 1 o x x o _ • 1 ' A--csii lir• • L .._ :i 1_ 1 0 1 IOU�I HO A 21f = 1 I ; 1= `� I I MI ��' 10 7 l II, © 0 4 • :o -0 ..�� 1 I � I II- (,"13 0 I 1 , 0-11N174I ._ Y N I N11. N N '• M 1 1M�'11: 1)4 F -6I �, "+ �� •®8 64 1��' -J :I� -t� -t� O -:1� �t Z. t1y - 111M11141111M7 I�'' �-63 :�w.� 3 2 2- �\ \`i� ® I_6y �N 1 0_9 214 I _I��:� I I NI a �"`titiet i:� '►? ! - u• itaka,=ir` i l t - In H 0 R j` I HDR nSn x n • • _ t C_ II -fes -r, L :.. =w _ .. _.__ ......-. -. ___ ._. - __3. ix_i4 . . „ ___---"--- ,. .. ..I nay, J- !11 ..Wc 11i 1 t 7 -' �`� t V 1 T-T4'T.. - .Th 1 - N� 4-9 7-0 1 N I- _0 1- = , 'L11 I > `0-6 ��Ot r 7-0 ` iis ® i 0 jCe �' 3-9 C� -3 N 5-3 i_p• 5-9. _ •-N 2-5 216 1 • 44-7)4 '17I •"' n C-1 I th] `�1 I `j = 10 •..... } I '1 t A I 2 I — —�•. .:::..:.. .:::. -.._... �; ®.... . ,..n • __. __.: _.._::mid-,......_.., t _.. -. _- -._ ,a. I _. Vii® -..... - — — — 1 I � a 1 I ( • I I I I I I . - - • 3 I ■I�� ■amu,.�1���■ �a,�l� r�1��� " 12-6�j «"e» , , 1111131111 Iji .wvii [,o-71f�• 2 M I .C.� IL�. III , ,14 N �1 ll ,.iir,>< Ie.� ,lf \ i:) • III � I 5-0 2-:rO 6-L 1 ;l - - 9-1 6 c rIIIIMil 9-f 6- 1- - -o 7-6 7-0 � 7 0 IN � �7 0-6� 1 •�N � i ice_ i - I 117, 1 II —,__[34 7 I' II I_ _ i I_. SIM. I ® "�°"« . 6 7 5' tm �• !, , _ 0 I-� ,___;....__, -� �� a� 213 mili -I •I ■ f IF i01_ • 4 7 ■_J 4 3-17 i[I I� M ■ ■ 1 ■• 1l� ill o L t iii [10-2] G. I N ;' 134 114 ®n ®��`1' •r �. 114 114 tl4 I® � �o-s �r I:,II I ®I " X11; I I 134• 1 3-7 2-6. �'N- 4- , ' 3-6 3-6 - 1 n 1 6-6 _ " .. L 1 I - _ T. — to-' �p — i;1 — : J 114 114 1134•t-d14 ix 1- 7) i74 114 J I 6 _�` ®� Ili x- — 2 > ®r ®� `' -wry 0-6� .- N 7-0 4-3 '�^ II _��` �� N x1 1k ill 1k 1 �, , Ai1,._ ;,,,_ 1 N 0� �/ _ , — — o - --'3-3 • 3-9 N 6-0 N 3-3 ,-.;� � 2-2 e © 3-3� 1 � � r-t.;!_� �� ' Hrl 'I `\� I� T ri [10-7 1] - ;�- � � '� � ��� 114 t14 114 , I 0 \ ,„ Er Lr4 0 1 Ill £ �i F.' II-77-11 .ifj H1 H �_ :1 1 i, ..� �. I. II IIM■'_ Q:1 K-.'- iiIS 11 -7 Q 6 �N fD _ s I I I I O F; i rr }},I = O r/'' ,.. �� = O �t=: :1 Ik I! TYP. 1 r i-.Al} i Id :,. _ A ... _.2.>.2.I I 1 1;-- � `� 114 114 114 - 114 134 0 114 114 14 114- 611 8F2-11`, LJ • I .6 — ` Ir�; I I.� =I - I; I .`� I a • N N rl N '0 ,-I. s . 3-1 _•' [10-7C •••• ', ° IIIN'I' VIII I�i 1�11111■I�11; IIIIA j I 114 _ I 0.114 1142-6(-) 3-3 5-9 3-9 -6 2-11 7-0 4-0 , 6 " 6-6 / / o _ 1 Ltill - r I �^n m.. 1l4 0-7 134 ` 114 134 1-7 114 1-3 0 0 o I II}r a '• • Q 0 0 CD, - .-0 3 TI■' ,-0 0 14.0 0 Mi.'m Iw 1 1 0 0 16 I _ 0 14-0 0 1 1-1 .I I 3-2 0 114 3-3 7-0 114 4-3 ® ® O E1O-7/z] O 1 j - fl- 9 S N �Si N M w% M t. ,,,,' O f M r7 r%� I 1 1-of 1 1 rJ- I F4'1. 2 , , , . .. .._ , ,_ O O I es I I I ___- e .. _.. ....5 - � ...;..� .......... ......... .. ., ;fig-.k...,.:w.,.�,,..�.,�.: :.-.. .... :. .. �� ,..».+, ... �xi _. _. ..< _.w. _. - _.__ — „.„----„.„„,.,,,....------ - ---- - — I Pr .„ el j [ T.O. PL 4IO:D .ii Design Area No. 7 - LIGHT HAZARD --- —... .L _._ I I _. I .._ _.S�iEATHiNG ______- -\---F4' ,� __ -=----==-..E I ---- - __----.._._..._._. I _=:-.-_::-....:-..--.-.-.-_—.-=� I L=-..--:--:-----:-::-:---.---- I I I Density 0.10 Area 1500 I \ � l • Flow 344.91 gpm @ 91.33 psi • Includes 100 gpm Hose allowance -I •- • - - - - I - - - I - - - I - - - I - - - I - - - L - - I - I- - - fi� . I - ss I I I I I I I I I Q. 03)P F4°Fe .�G)iNF�41 . '4 54330PE ' FIRE SPRINKLER PLAN - BUILDING 2 LEVEL 3fh ©REGCIN • SCALE- / 1.-0 1 tt9 tY13 1°� 6 f-spi• res• 1/• ` 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 ® SSP RELIABLE F1 RES 49 R3516 155E 1/2 WHITE REC WHITE 1180BURNHAM & ASH 0 CONSTRUCTION SET 12/18/2015 1• CITY OF TIGARD OCCUPANCY: RESIDENTIAL/LIGHT HAZ ,,A. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY O SSU RELIABLE F1FR56 w/ SPRIG RA1425 155E 1/2 BRASS - - 49 0-6) WHICH ARE END TO END 1 PERMIT SET 3/16/2016 2 OWNER / ARCHITECT DENSITY: 0.10/0.10 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA Q HSW RELIABLE F1FR56 RA1435 155E 1/2 WHITE REC WHITE 1 - - 3 REMOTE AREA: 4 HEADS/1500 -- APARTMENTS - BUILDING 2 ,/,,,„;,,,,,,:\i, PAMPHLET NO 13 O SSU RELIABLE F1FR56 RA1425 155F 1/2 BRS - - 1 4• INSIDE HOSE: - 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA ® SSP RELIABLE F1FR56 RA1414 155F 1/2 WHITE REC WHITE 1100/100 <,, : ,. PAMPHLET NO 13 ( N .) 5. OUTSIDE HOSE: 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 ---.------------- WATER SUPPLY BURNHAM ST & ASH AVE, TIGARD OR, 97223 FIRE INC • 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED O N: WITH NFPA PAMPHLET NO 13 STATIC: 1 04 TITLE BUILDING 2 - 3RD FLOOR PIPING PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. # 1 3 2013 RESIDUAL: 92 DATE 12/18/2015 SCALE 1/8" = 1'-0" SHEET FP2.3 OF 9 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS ------ FLOW: 1610 CONT. 15-5481 DRWN. DCG SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503)620-4020 THE RESPONSIBILJTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: ASH AVE & BURNHAM ST - DRY SIDEWALL LONG. SEISMIC DETAIL LATERAL SEISMIC DETAIL LATERAL SEISMIC DETAIL WOOD STRUCTURE WOOD STRUCTURE WOOD STRUCTURE 1iERMO PLASTIC LAG SCREW LAG SCREW x-,t YS��C�=": r,r•^'�- t..E 3'II'ti Ceiling TO..ncseo� OM96YKFOYOC.fOP h6 - ' POLYISOINSULATION,MIN R-30. t Hanger No. W32 Hanger No. W33 Hanger No. W31 ti � T ,,,� ✓ TOP LAYER FIRE RETARDANT. 4"Min. ar ' •‘--- --.--.> I 12 Max. STAND-OFF HANGER (CPVC) CPVC HZ DOUBLE FASTENER CPVC VT DOUBLE FASTENER _�� `' ' r—/ STRAP STRAP --,. _=_9 .f System Tee Jiu ' 45• �.,., -NPT USE FURNISHED SELF THREADING SCREW EAR UNIVERSAL `UNNERSAL ,• qg 45• TOLCO FIG1001 igvARIEs �� �� u--. USE FURNISHED SELF THREADING SCREW USE FURNISHED SELF THREADING SCREW � ,sCH.9a 3 ///� / LATERAL FTTRNG,.l 1 �I ' IiI�I�—.■■ 2_1�64• IJ UNIVERSAL EAR �4._1. ��� \\\ :I)...4 .--------' . SCH.40 1'SCH. 40 :41114'IN—' r, �� �I��������_ 1�2• 2 LONG. MING—. /I ,'�` fb `J CPVC PIPING AT ROOF LEVEL TYP y„, IN �- NI ' z l�z" 0;0. 1 ✓,IW - 1 11 Ho/e in Wall O 11111111111111rallInC�'II♦ I prinkler Can ; %%1 t• A'Dimension Escutcheon 41 �' to Adjustment IV 1.1 ut G7 \ a 44 1�1 i f— f2' — 12"Min / N 1 From Insulation Inside face oil I�1 L _ 3"(TYP.) 3„ ��` I KESIL€ENT G'A?NEi. / HOLE MAX. 3'-0"LONG SCAB TO MATCH TOP BUMECHANICALLY VENTILATE\ 'GWB-TYPE C BEITWEEN ENGINEERED TRUSSES LT UP 2x4 TO BE ATIACHED CHORD SIZE AND GRADE 'WARM'ATTIC VAPOR RETARDING PRIMER 117 SEISMIC BRACES TO BE BOLTED TO 1.141."--- 10D NAILS(.131"x3")2 ROWS BUILT UP 2x4 TYP SPACED 3"O.C.FOR 2x4&3 FP TYPICAL ROOF DETAIL DRY SIDEWALL DETAIL ROWS SPACED 3"0.C.FOR 2x6 SCALE- 1"= 1-0" SCALE- N.T.S. HANGER DETAILS - CPVC ONLY SEISMIC DETAILS SCALE- N.T.S. SCALE- N.T.S. PIPE SCHEDULE CPVC STEEL RESIDENTIAL UNITS CORRIDORS LOBBY BACK OF HOUSE STAIRWELLS / / � � TRUSS FRAMED I 1 0 0 \ / \ / \ / ALL THREADED PIPING TO BE Sch40 �� T ---2 T I I I I I A _ _ - � _ _ _ _ _ ...,..,9 I- _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ _ .. ., . ,, i I I I N.F.P.A.#13 HANGER SPACING REQUIREMENT I I I I I I I PIPE MAX STEEL MAX CPVC LAST FROM END I 1" 12-0 6-0 36" - -—-.. I I I I I 1 114"I 12-0 6-6 48" 1 1/2" 15-0 7-0 60" 211 15-0 8-0 6011 _ I I I 2112" 15-0 9-0 60" I I I I f I I 3" 15-0 10-0 60" 4" 15-0 NIA 60" i - _. - _ _ _ / _ - - _ _ - _ B I I ....„....._ , I I I I I I I I I , : r. I (....,,,.., i _ • I I I r4' mik4'-0" ...--- 14'-(/ ...--..— _.....„ 1a'-0 1a'-0 ta'-0 , _ , _ , , . , , gien, ,- , © 0 , ,,.. ...........„ _.„,, - ,....-:- _._„-,--a- .,v..-c_ I y.,..�N u 1 r - 1l{ I I ^ I �11�L I: , .._....._..z.�.aa.a k ..,.,. .._ ,.,,,,,,._. : rr..x x.,,,,,.,.__. -...... _ __ _ _ _ _ _ _ _ _ _ I I -6'1-01� 1 1 • I 1x t�k 5 1>< 1tc I t—t 1x 1x 1>< 1x ^1x o 1tc � 1x 1 1x �� � 1 H I I [• N NN • N N • N NM N N1N► , Y • M NN `f/ I • I 1 4- 0-� 3-6 2- 1 1 6-1 2 1 5-0 11t 6-1 3- 2-41- 3-7 2-6 4 2 1- 6-1 2-0 _ 6-1 1x 3-4 4-0 1-• 7-0 - 1 - - La o-11 _ 0 _ 0-11 _ - — �� ---- -- _ 0-8 1 --, l - ) _ � _ _ _ _ I I I -. I o, I O I I I ' I I \ --...' ( ® Li 253 242 • 114�tM 111 1 9-5 ] ® 1M - TDal ea1 N¥ N,A Qr JjX 1x 1 L` N 1� 1I N k 0 114 1 • • 1 ~ 5-4 N 6-4 N N • I5-2 7-I 1- 6-1 7- - 4-4 -9 IF-6 ®2-6 -1 �t-9 4-8 0-7 4 6-0 4-4 ® 2-6®3-0 -0 - IM 1-3 II .o II _N I D_614 I' I I .. ,,, N ell%LI ± 4V I I r ,o I — I) Earl i' I zs2>� I I — I I I _ 114N�, 9-5 ■M 14 N 1x 1H < tx GG _ �N MM { ,� ■ I1( 1M I 1- 1x 1 11i 11� �, 1)< 2 11 1x 11< 1M 1x 1 III-11 114 1 - - 1 — - ,I. 114 11<I c'1x 1 ' ix 1-6 I 114 fi1,,N_ NNN_• N^ N O N -1 .� .� �!�� I ar 1, _ °.ate.—.- '' .110111 .=-'" N 4;1 I f --- • o - I � _ � I r 7 - 11 I .t NNNNNNNNNNNNNN� I .111111 T _ 4100 ® N I I I ® -- ® i I os I ® ® t>� I D © I 2. tea, ® I - I I . ,- 1!< tx � 1>s o-1I 1x 1x IF 1x tx 1x 1u ^^11c tx 1x 1x 1 x 1x tx 1 ,x ''1u 1x 1 1x 114- 11c 1 x -'' 4[0 5-4 3-4 3-8 O 6-1 0 4-1 2-11�14 6-1 6-3 0-9 `'�0-11 6-1 7-0 0-11w 2-3 3-10 7-0 0-11� 5-4 �9 5-814 N 5-5J4 2-9 4-3 1 ; E. __. Desrgrr Area—Ncs -8——=ttGHF--HAZAR6 I —I I PR I I I I Density 0.10 Area 16p0 I I I ��Q,> D IFS Flow 353.96 gpm 15 93.79 psi .� GINE. ip •— — — — — — — — — — — — — — — — — — — — — Includes 100 gpm Hbse allowance — — — — — — J - — — — — — - - - - IIL ,� 54330 E .17 I I I I I I I I I I OREGON ©s Zyx3 L ` `` *C. SO FIRE SPRINKLER PLAN - BUILDING 2 LEVEL 4 SCALE- %"= 1'-0" �ires: / fo GENERAL NOTES SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH QTY. REV. N0. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT 70 BE NEW AND UNDERWRITERS APPROVED ® SSP RELIABLE F1 RES 49 R3516 155E 1/2 WHITE REC WHITE 41 0 CONSTRUCTION SET 12/18/2015 1 • CITY OF TIGARD OCCUPANCY: LIGHT HAZARD BURNHAM & ASH 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY SSU RELIABLE F1FR56 RA1425 155F 1/2 BRASS - - 32 i, (1-6) WHICH ARE END TO END O 1 PERMIT SET 3/16/2016 2 OWNER / ARCHITECT DENSITY: 0.10 _, 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA HSW RELIABLE F3QR R5734 155E 1" CHROME REC CHROME 7 3. REMOTE AREA: 1500 APARTMENTS - BUILDING 2 PAMPHLET NO 13 4• INSIDE HOSE: — 4 PIPEPH GERHLET OSIAND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA ( I 5• OUTSIDE HOSE: 1 00 E-' c ` =' 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 WATER SUPPLY BURNHAM ST & ASH AVE, TIGARD OR, 97223 FIREIN INC ■ 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED O N: WITH NFPA PAMPHLET NO 13 STATIC: 1 04 TITLE BUILDING 2 — 4TH FLOOR PIPING PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. 13 2013 RESIDUAL: 92 DATE 12/18/2015 SCALE 1/8" = V-0" SHEET FP2.4 OF 9 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM ---- FLOW: 1610 CONT. 15-5481 DRWN. DCG SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS --- --- .- THE RESPONSIBILITY OF THE-OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: ASH AVE & BURNHAM ST FINISH FLOOR FINISH FLOOR 3/4'CAST UNDERLAYMENT 314'CAST UNDERLAYMENT Hanger No. W61 Hanger No. W02 Hanger No. W32 Hanger No. W33 Hanger No. W31 • ACOUSTIC, MAT HZ Cross Thread Lag VT End Thread Lag STAND-OFF HANGER (CPVC) CPVC HZ DOUBLE FASTENER CPVC VT DOUBLE FASTENER -'- vv;%O£T S EA :N' /„...._ 'ixti. J •:' HZ Cross Thread La jWood Joist or Beam g Wood Joist or Beam�r STRAP STRAP I • ._..,,,. yoy�C,D 1,JOISTS % - WOOD I JOISIS;BEYONrf _ �� VT End Thread Lag USE FURNISHED SELF THREADING SCREW —! DIMi"1 ma11111!!�" r `1 �' USE FURNISHEDSELF THREADING SCREW USE FURNISHED SELF THREADING SCRE _ W� MIMI ADIN W I III 1 ISI \` '���/ SCR: ®� 4771% , L+` �i �E (111) [ 410 All Thread - All ��� CPVC PIPING IN RESIDENTIAL SPACES TYP Rod t "�.,'>~- .� • � } _ Pipe le �/�gj wA ' .! Swivel Ringer Swivel Ring,, / a ;,�.,, ro.-.�,,.x IY � , j ^ l1 � r..: /���+ i/ / . �/ � ,„.._. .;. ,... i; a: A:a. �' f�+N is "t ��11 / joy _ ��� _. 1,1, l;LAYERS" !P.) �Y I.HY£::RS 53' GYPSUM BOARD G''S.;£,£;r,:£ir. i I I J . I . FP TYPICAL RESIDENTIAL DETAIL HANGER DETAILS HANGER DETAILS - CPVC ONLY SCALE- 1"= 1'-0" SCALE- N.T.S. SCALE- N.T.S. FINISH FLOOR DRY SIDEWALL 3/8PLYWODD3UBFLDOR LONG. SEISMIC DETAIL LATERAL SEISMIC DETAIL LATERAL SEISMIC DETAIL / WOOD STRUCTURE WOOD STRUCTURE WOOD STRUCTURE f-- TRG D'z'_KING salacsaexo w,cnna j 1 �CxOxO^YE AYOGPME LAG SCREW LAG SCREW •.I'x<. r av,cEos•oc.Fox alss / j Ceiling } ���w slunsl:xaxs yF' ... _a .....— .... iOtCO FiG B80 ,. 1�1 Fig,.1CFO;%?;:.1., II KrF` .•, - , 4"Min. ' • aalaa, RESIDENT CHANNELS 12'Mak a o v � 0 '' `z''' � ,V ,' • t2 L=.YERS.`£i'GYP-SOK-1BOOARD System Tee =Ti>z° I A-UNIVERSAL /� I® y , 7"NPT NNERSAL45° n - , ,r„„•PSU s E EAR :.£>DNo -__ iEAR GYPSUM n _ �1 C 45• 45 TOLCO FIG• 1C01 . _.. 11\`\J/_ I le �1•SCH.40 _ - �.■. -is 2-1 64' 3_7 j2. UNONG. FI EAR -N � F:£-tP I /N-1- TING SCH. 40 `7'SCH.40 ,` 1/2 GYPSUM BOARD II LONG. Ff7TING�Q,� ., 4 STEEL PIPING IN CORRIDOR TYP 2 1/2" Dia. ' ROOF LEVEL HO1e in Wall I 1 33'-0"TOS Sprinkler Con O f-A'Dimension I Escutcheon Adjustment N. -.-- t2" 72'Min FEED TO FOURTH LEVEL From Insulation Inside face FP ATYPICAL CORRIDOR DETAIL 3"(TYP.) ,"HOLE MAX. - - A SCALE- 1"= V-0" -_ POTTER FLOW SVATCH 3-0"L N ABT MATCH TOP BUILT UP 2x4 TO BE ATTACHED CHORD SIZE AND GRADE BETWEEN ENGINEERED TRUSSES�' SEISMIC BRACES TO BE BOLTED TO Willielliirligla110� 11 10D NAILS(.131"x3")2 ROWS N PRESSURE RELIEF VALVE DRY SIDEWALL DETAIL BUILT UP 2x4 TYP SPACED 3"O.C.FOR 2x483 •TEST AND DRAIN r _c.^ SCALE- N.T.S. R�YYJ SPACED 3�'O.C.fOR ..,'"a-},rfBRA:3= SEISMIC DETAILS /"'' POLYISO INSULATION,MIN R-30. SCALE- N.T.S. 9 s TOP LAYER FIRE RETARDANT. FINISH FLOOR N b ■� ��,__ f----r,rirlitTrenil J,.... , :THEAT SING 3/4'CAST UNDERLAYMENT o }-PRESSURE GAUGE El' untiot A,„e �, J ._.... ACOUSTIC MAT 1� }'S.O.G VALVE V✓/PLUG ingfigJ `-' / \ VARIES }^x as I /f/•�• _VIC R717CHECK VALVE If g�`;,)4F{�HEAPING � 7' VIC A728 BUTTERBALL VALVE [..-.=. / "'W." ^£.YCR N Y (W/MONITOR SWITCH) (1 � , Y�MAIN OUf TO SYSTEM CPVC PIPING AT ROOF LEVEL TYP /7--- DIM - _ q :XI I ' ,W} NUI ..:,.. s - EX: /1FEMALE OUTLETS " 1 TODRAIN FLOOR RISERS , _... .1.1����11[®]Is STEEL PIPING IN CORRIDOR TYP iTh ...i• -G'R-. : • PING .'-_> .,. .-a..,. ..,,,a .. .> ...:__=, -.«. i.x ... ........ 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V� (277)G.O.L.FOR SYSTEM RISER ._,I 4 4 8 'i - " {,� /MONITOR SWITCH) , 8 O = >ILC� �/ Iri V � 4" COLT C-300 _ 0-612NU; J 15-0 GRADE 6" CONCRETE SLAB _4" SUPPLY BACKFLOW ASSEMBLY ' f "Y N001 VIO le • 2- [ 3-o ] 0.00 0.00 - i - 1 --...---�. 4''.. FDC Nil-, . ± .. 1. .. I=1 (_) }=1 11.=11 I:: I(.=111=1 i 11111)11 • ° ' ° ... ' a. ° °-g "'. 4 " rl 0 6"CONCF o =1 I 1-111=111=111=111-111=111=1}1=111=1 . ° ° ° ' CHECK VALVE -®- M VQ f� 10"x 0-6 PVC SLEEVE j 2'_0" 3'-O" WIDE FOOTING P FLEXIBLE COUPLING -4°* 4 ° f 4"x 3-6 SPIGOT 1 }'z" DRAIN LINE 00 CO 1'-0" THICK a 1 1 PIPE CLAMP 5'_g-"�� 13'_5'! ► (CLASS 50 DUCTILE IRON) •7-71, I Adik LEVEL 2 DECKING °O 7_,_--- 2 • ° °°1il1-111-I11-111111=1I1=MEGA LUG ,°MEGA U€ ;4. ° PROF ' a. �. . . 111_111=11�111�11=f((=1 12'-0"TOS --� _ ___ _ -2.50 • 4 4'FLEXIBLE COUPLING 475 •` sr �}i (j/� ,°. Nr .4 '�"' 0-3.00 ® I 4" CL 53 DUCTILE IRON PIPE \cL F.I:' . °.a °I'I SUPPLY FROM RISER ROOM ..,,_\\ L_r' !,',',:,'1' . SPIGOT DETAILT-BOLTS44 ` p4 . Adk SUPPLY SCALE- %4'= 1'-0" T-BOLTS MECHANICAL JOINT 90 ELL OREGON . " 10-6 TOS LMECHANICAL JOINT CAP (LESS ACCESSORY) ` $. -2.50 MIN. DEPTH OF BURY=30' w SPIGOT DETAIL ' :zNo, RISER DETAIL STAIRWAY ELEVATION ,, z _ifi* - SCALE- %2"= 1'-0" SCALE- /"= 1'-0" SCALE- �/"-1'-0" ��ggA " " o 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 0 CONSTRUCTION SET 12/18/2015 VARIES BURNHAM & ASH 1 CITY OF TIGARD OCCUPANCY: 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY D E LTA (1-6) WHICH ARE END TO END 1 PERMIT SET 3/16/2016 2 OWNER / ARCHITECT DENSITY: — 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA _ 3. REMOTE AREA: APARTMENTS BUILDING 2 PAMPHLET NO 13 4. _ INSIDE HOSE: — 4 PPIPE HANGERSAMPHLET NO 18 D METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 5. OUTSIDE HOSE: — .." , 44',E,-- ', 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 WATER SUPPLY BURNHAM ST & ASH AVE, TIGARD OR, 97223 FIRE ! INC ■ 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE DESIGN BASED O N: WITH NFPA PAMPHLET NO 13 STATIC: 104 TITLE BUILDING 2 — DETAILS 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. # 13 2013 RESIDUAL: 92 DATE 12/18/2015 SCALE 1/8" = 1'-0" SHEET FP2.5 OF 9 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 1 610 14795 S.W. 72nd. PORTLAND, OR 97224 (503)620-4020 FLOW: CONT. 15-5481 DRWN. DCG SYSTEM WET 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS LOCATION: ASH AVE & BURNHAM ST THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE