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Plans (62) FPS2O16 - 00056 WATER LINE _ PUBLIC FIRE STANDPIPE #1 HYDRANT `\``�'„�_�_ __ T I GI .--pi._ -� -® -- ' os� \` \��'�_ PUBLIC FIRE / �'' I ` ----T-- '�__,,, HYDRANT Y4J1114IWA , i ____ rAw 0" ,__ ,,.., ‘,.., ....., ir ell ___ ______A-4,-44_ - rF, /LE: ��� Ir — — --' ,,,, ,-----2 A An � I� IAir. 4111111—r,41 4/ � PUBLIC FIRE r.,,_____, � BUI DING HYD " A NT ,. ,.�, ri COURTYARD I BUILDIN7. 2, .. STANDPIPE 14 I ( \ v_A; • A04 1 AA 442 Ali A Ad„ /lir 1 SUPPLY TO __________J COURTYARD FIRE DEPA ' MENT - ,, AM A," .0._ STANDPIPEillCONN CTION RISER ROOM i� BUILDING 2 STANDPIPE #2 / ØM STANDPIPE #3 � ���/ Aar A,vir _ _ rr .�- rr,6,4,,z,lik ��-� ---- --- ID7►i1,1,-- — -- I ,i i r I L— I . , -- _Ar____A__"______t_rfrif__, Nw-dinr[P ___,-. ,1 ip 1 •=,—' --_400_,.__AL._.:P A__A__Ait PA...A,,17--1 L___ ________Ad Air._.1.fir A, ;A4 -A,riv- -0 4.-Alfr ri\r---1,17- )if v. r--J,1":- _lri,"r I I r.,/Iv rr.I7.17:A,"if/rA fir "#- , A FA EP MrAeld 4ArAre IPA PA PA FrA, '' 1 ---------- ; - 1 , RISER ROOM ItAdA �I IBUILDING 1 "ri. , . . . _4401 AleirA I - - PRIVATE FIRE FIRE DEPARTMENT ii I HYDRANT VAULT CITY OF TIGARD CONNECTION rirD3WEDpproved: FOR COMIC,oMP�vcs C;-.14 '4 I # �"£ II 1' Ivy 3v ? .�_ a tyr. J l �I ca i. �� i Permit - " _ ., . .: , ::,::-.7--,•,_: 1 i il 4 r i d „� IR-2 ;a . L#i r • Suite At P �I I+ II I i is ii il Air Ara: 151:7111/.3".. ,e I. S . �' : (� 1 Sq r PUBLIC FIRE r �"':� .I e fi - a i • / Z Z- , a Sn. ?wr w 7,:i " 470 i e • (. f a I {{I. 1 E • _ _ _ _ ;.. I HYDRANT OFFICE COPY 1 _ -.. ,?: .w :s ..r 1 � a=/•'± -^ t Cid ,r. . CS € xn• r+... - R ^,i`I /i P li h; i 9 - t E .. Z. a._ C:S 4 v li L 3 r' CS - 3 03 A Z' C--3 R.' 03 C -'fir C .R % fi Cl • 0,,--- _ :! G a _ a. CZ CS - 't:� 'v6. Zh. .�9§ t �1 - 9i t •k CleS .ate ,►.� v_t Y CI ..,� I 3 i c - .i �: a -rsi- ..12 �a ✓ 6 �d. = 1/ � - !.E 1 -J,. I 1 ��tiD PROFe FIRE SPRINKLER SITE PLAN 54330P GIN1 3:5> CC E 17 SCALE - /�'= 1'-0" l':—S— r OREGON 9 lib 0.9 73,1q ((''' ' c. St- Expires: 6//6 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 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY PERMIT SET 3/16/2016 1 CITY OF TIGARD OCCUPANCY: VARIES BURNHAM & ASH (1-6) WHICH ARE END TO END 2. OWNER / ARCHITECT DENSITY: 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA • PAMPHLET NO 13 3. REMOTE AREA: - APART M 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 4. INSIDE HOSE: DELT E N TS PAMPHLET NO 13 5. OUTSIDE HOSE: - PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5 5 6 JOINING OF PIPE AND FITTINGS: THREADED AND WELDED SHALL BE IN ACCORDANCE WATER SUPPLY BURNHAM ST & ASH AVE, TIGARD OR 97223 WITH NFPA PAMPHLET NO 13 DESIGN BASED ON: FI R E IINC • STATIC: 104 TITLE BUILDING 1& 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING N.F.P.A. # 13 2013 2 SITE PLAN IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM RESIDUAL: 92 DATE 12/18/2015 SCALE 1/8" = 1'-O" SHEET FPO OF 9 FIRE PROTECTION CONTRACTORS STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS FLOW: 1 610 CONT. 15-5481 DRWN. DCG SYSTEM WET 14795 S.W. 72nd. PORTLAND. OR 97224 (503)620-4020 8THE RESPONSIBWTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: ASH AVE & BURNHAM ST • (:7-16\\ ' / /,^U �-`� /. \ 20 / / \ 88 / \ U6 / / � - / \ 14 / \ 1 ~ / \ 12 / ^~ '�^ `^ '' `^ `` ~ �. ~~ `~ ./ ^. ^/ ~�___.~ `~-_ _^| || ||p�» pmun nwm*pumn | | | | | ` | | | C-A i, 3/4'CAST UNDERLAYMENT - 3/4'CAST UNDERLAYMENT rA i--x _ J _ _ _ _ F ___ _ ____ 7 — 7. _ =,Y,_ — _ -------- _ —_ _— — .,— _ = . .9, _ _ _ , 41 ' -__� rne r I 1. li, '/ E u . /EuuLE / m - -7 � � - � , , I `PVC STEEL ___ CORRIDORS i , -1 4-0 11-4 3-3 8-11 10-• --) 8-5 11-3 3-4 M II_10-2 , limi= ___ si Illk I 1 di i , .., . TRUSS -- --L \ 4 _'':'''';, .'S'r'-'= -. 2.-'''''''' ' • w-,,,44,,,,,,W--'4' '"- , ' • , 4'....,..... ,,k: - 45 ALL OUTDOOR PIPING TO BE GALVANIZED STEEL -) -I P 1 'um _ , _ , .,,i, i ,_.., ., ,.., , , „ , . r 1 _1,,, , [silk CE311 ) '- III ir II I M "D\/ CONTROL ALVE ALL THREADED PIPING TO BE Sch40 , 7 - I L. I_ ; _ ._; ; ,: ....... lego...=...... _, 'MIT CM 1 PRop4. .,,, . i :....—1 I min 1 : iii-, : ____,, , 4,,, 6's FP TYPICAL RESIDENTIAL DETAILS - , i ..mui , Ilk% Ili 444 54330PE -37 Alil -5..,C ,,,, vety .0 4,t. B.; _ ....... 3 11_3 ii Mr is 1 . s s 111111"Ma -' 7-1 I I-1Mi. I I'-' ''''''''11.1 i WA A ___ 11__ I 1 1.1111"21111111 • IMMIWI-1-73116"_MIM °Mil -7 ---___.....-- _7:-Eti---03 -: 7 - r L li mil 1 .... , i ,4 i I - - I „ , . , „,,.,, , ‘, , i,c,, I FINISH FLOOR rn II -) , i j)Iii 1 , tiz:z),,s,;:,:',, ,,,,,,„,..2-.44,,;,t',' ,=,.-- 3/4'CAST UNDERLAYMENT mi ,_0 ih 111=1 ; 411 (--; I gl-W—M.'__ -- . 1 --,) „--, I lig. Fr-,:,:i,0.,r: .*''',,;04,=.elek i ;:, ',,,,- \ I:N:') ill; ' = - -) - L.7-4-111.--i7- DD s_........1 [ . D • rg1;310,- .e,,,',,,:,44, t' '" ' ,:, -ACOUSTIC MAT :1111111111111111111M,I, ."--,_____.--/ 1 vr AIIN 1 , ,--.. '-.7- -7;7',„„„,,,, „," '-„„`A-..,;.'»,..77-,--1:7-WX- k777,41;...44-7;k7AiiviZ;MC-4 ,:734 ISTEEL PIPING IN CORRI OR TYP System Tee acrim ....._ ,-NPT 1 1 1 .. li 410,moll' _, 1,70---7.1_, I ,,i, II_ _,__, ,___. 4 —, —,216 p '. -^ . 7—I-I , - 1 , Mi..--- , IN Pan- N I 3-2 3 al 11 LINT 17-2 I . ,,, ,ii. , 114 [1.7- - - -I 2 1 2- Dia. / illide 1 ,% 1111111111111111111111 •,. Al I • 1 r- . rE--: 11 lel ---*N_ 1 1/2'SUSPENDED GYPSUM BOARD -..- 12" Hole in Wall Adjustment 12'Min From Insulation Inside face pnnkler Can Escutcheon \ ..) I I I NV : , , i , _ 2 I 0 ( 20 ) ( HCJ— . 22,8' 8 ) ( 17 \ 11 - _ . k - 2:4 14-0 ' ;i - — - — - -1— - F . \ ' - / 121, N ti 0 i FP TYPICAL CORRIDOR DETAIL DRY SIDEWALL DETAIL PIPE MAX STEEL MAX CPVC LAST FROM END . -----... .----- e i n 1 SCALE- 1"= 1.-0" SCALE- N.T.S. In , a, ? -- 7 1 1/4" 12-0 6-6 48" ' c:?' a o _ 1,0c6::,' - .°-° 8-0 °= " Illi ‘. . _ _ ii,..,,,, 1.,,) Ili...„...71" ; _____ .4..=...3 ___, ( 28 )( 27 ) / ( 25 \ /\ 24 ) \ ; 23 , / 22 \ ( 21 ) ( 20 ) ( 11=,_ ( 18 ) ( 17 ) , J . \ 29 / \ 26 ) / \ / 1 6 ,- 1 I ti. 8 illij.,. -I Timm , . 1.,==inrink. ._ .1 1 , : ,_ . ,,__ _ _ ,.,, 1 lik _ __... 1_:"--ii, , I H i 1 ;-- , ii I .11=1 _. p , -, I linli-) I -:" Me 1 IN 1 10 ., - --: - eFootl„4- 1.0_,!px . ,&,,. mgr. .:4 :rmilimeim.:4 Eit w+ PI 1/f N INE 1,, __ _ 28 ^ 15-11 5 3 0 i I P it,,,i, -i * 0-5 - -- --Z, ' C; - itiiii 15-10 1014 c-2.._7 3 Ali Nan 7 .141 ___11 ,; A 1 .. . RE 111 ba I .- H1, AN ! ~ - 1 ...mi._, 1 — il 7-° Alli ' 'IL Ll ,- r .......... .11 ,. Li 1. , . lir, I 2 li j1 ) I 11 -.. L.,_ 1. I , 8-io rz , . D ihp ,IL_A , , 1,1 •_.. - -, i MMIIMMItilIWIFIlr 27 .— r., 3 •••• •ooll AIL-) I ,.•mak iirei. , '''''... I . MMI I II LA': I D '1 .,=111-Imai.:71L . '.---=ori--8-0 D 1. 1 , 1 ....:—' '-`—'-INA_.i.' , motomonmen Imo stacr- ' _ ' E- 13-3 MI •:4,35 3 im..,=1 . , ii.... ...==.... . ..1=......„...1=6,== ,.. .......3 ='?':42 30)4=3 30.5 833 -::::1=-31 1....D -; . 4-37 6.- ,illtl\ 0-33h 4-0 2-11h' 6-9 0 6-34 likk," 6-9 0 3-9 - '2 6-11 6-014 3 '-:2 3 I MIN jot maijg 7‘....'1" 11=1 N- (ill 1 illii M 6_9 .11111111111111L 11•11=111100... ,,, 7 2_6 2 h 1.,.......7,F ,,i, --AD mr-rmiT iral 11 i .1., i . .:. „ '.I i. _ i LJI hr‘ *.4-4- 4 1 .: 0:4 i .-col il 0 0 0 , ,,, , 0.... ,g , , , ,,,_ _mi , 6, : ipplup mani w_g vi-cft2 Idle 1 1 i i Q L_____, 8 ... 0 0 0 , i i I 00 Fri .. ........ re.=,..,'- i „,.„.....4 ......_........1.A--7.r.A ___ _ i _ A . ..n... ,.. .1616•10, A _T pr ,,,: —7 A _ Imo '1...--ms•—" _ A . -••••7• 11,i 1 ,:10 . -1 oh . _, ,....-3-2 _I t 1 1-7] 1" j- + I t i 1 IF A- M I -± - I t IFNI i IF ,,, F. i— CONTROL VALVE ! //!' / ' -- - �* 4-0 J� - Uw ~ �i «w � • | /-o8 --1101-3C"' - - 1 0 - `~~ ^^~' -------|| I - ~_ �' ' I � I. ' D | - -��. z 0 'I I I. \ �9-0 � � � � �`| � l L / ' ` \ 1 RESIDENTIAL m« * numx t+- _ - -{ — } - � [ ] ~ c =~ , ~ - I � f " | |_ afiliall Fn 2Sovm � 0O0 p _ - /__ ___ � M / _ _ __• _ _ _ _ _ _ _ _ _ _ _ _ Includes 100 y� Hoeo�no�e I I I _ ^ + v/ / Design _ No. 9 OH I Density 0.15 Area �^�z � ^<9 ^ "� _---' c:Flow 2Opm 97.86 pd ���^1| | | ^ zIncludes 250 � Hose allowance I | I I | I I I | = | | | | I 2 I | . . . . . . . FIRE SPRINKLER AN - BUILDING 1 LEVEL 1 SCALE' 3/3e'= 1 -O^ GENERAL NOTES SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA v ALL MATERIAL AND EQUIPMENT `nec NEW AND UNDERWRITERS APPROVED ® SSP RELIABLE F1FR56 RA1414 155F 1/2 WHITE REC WHITE 140 D CONSTRUCTION SET 12 /18 /2015 1 , CI-1Y OF T|GARD OCCUPANCY: VARIES BURNHAM & ASH 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY (1-6) *BCH xaccmonmcwo �� SSP RELIABLE Fl RES 49 R351 155F 1/2 WHITE REC WHITE 205 1 PERMIT SET � /1 � /��1 � 2. OVVNER / A�CH|TECT DENSITY: O�1O/O�1O /D�15 3 EARTHQUAKEBRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA �} SSU RELIABLE Fl FR56 RA1 425 1 55F 1/2 BRASS - - 5 / / 3. REMOTE AREA: 4 HEADS/LIGHT/ ORD 1 APARTMENTS�� �~�~��� � �~��� U~��d�� BUILDING ,� � � ' ' ��kM�~���O~� U U��U �~~ U�� U �~� ~~ K � .,:",,,,,,,,,,..AL pmwpx�Two1a > HSW RELIABLE F1FR56 RA1 435 155p 1/2 WHITE REC WHITE 3 4. INSIDE HOSE: - ° ^" " ~" � " " ° " °~�" � " ~~~ " 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA IIII DHSW RELIABLE FJOR DRY SIDEWALL RA5734 155F 1" CHROME REC CHROME 12 / \ 5. OUTSIDE HOSE: 100/100/250 PAMPHLET NO 13 ���� / \ � nm p> HSW TYCO SW-20 Tr5332 155 3/4 BRASS - - 17 ' • n PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 _ _ '' WATER SUPPLY �[]F�����/� ST & ASH AVE, TIGARD OR, �7��� �� SSP RELIABLE F1FR56 RA1414 155F 1/2 BRASS - - 37 DESIGN BASED ����' FIRE , NNNN��� �K -- m umw/wo or p/ps *mo nrnwoo Tnns�oco »mo v�u�co a*�� oc /w �uoomomvuc ' NNNN �� ���NrNN«nn* wrpApAmpo�Two1a ' �� SSP REL|ABLE G5-55 RA3475 155F 1/2 �M|TE COwC �H|TE 2OSTAT|C: 1O4 T|TLE 8U|LD|WG 1 - 13T FLOOR P|P|NG PLAN ~~ NFPA � 13 2013 7 m�cnTopnmxusox��msxa� Topn�mT �n� /wPIPES �mw ���wo � ' ' ' // RESIDUAL: 92 DATE 12/1�/2O15 SCALE 1/8" = 1'—O'' SHEET FP1.1 OF 9 FIRE PROTECTION mAREAS pnon�n� ovAWET PIPE opmwwuRovs�w ' ' ' '' ^~- ~~~' ' ' ' - '~ ' ~~' '� -' FLOW: 1610 CONT. 15_5481 DRWN. DCG SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503)6204020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE no�mw�o/unmrTHE �Nsnamu�mmu �Ruom�u �Pn�cnmvc LOCATION: ASH AVE & BURNHAM ST ( 20 ) ( 19 ) r!!1,,,,_ 8 ) ( 17 ) ( 16 ; ; 15 ) ( --11/ ( 13 ) ( 12 ) FINISH FLOOR FINISH FLOOR / I I I I I I 7 3/4'CAST UNDERLAYMENT T 3/4 CAS UNDERLAYMENT PIPE SCHEDULE _ ,— CPVC STEEL �' A. 3 1161 I 2 1 1 _ / ., ;;.,. rl',> RESIDENTIAL UNITS CORRIDORS �� I I I I s +�a ' +,° I i +,° + ° 1,`o- i1. :, ,_ : ..,.r,s_.`,:c LOBBY f ilk � �, �� ........ ,, � ,• Ilk � ____...I % 'AM lir, �� a f �.; BACK OF HOUSE. i a' o _o 0 ... ,,<. 7 1 6 7 3 .r -2 -n ti A ,14 - 1J4 _ 114 % N,14 ! 11f N 111 1 g Ii.w,l I STAIRWELLS f - , --.- 9r'., III. �.:...s-.-:� ! .. ,.. III._-.....,.. ... • i &I I -i �� 4-6 7-9: a 0 -0 3-2 .� 1' 7 8- 3-3 0 4-10 ' -D l - ,./I, - , �� O)1 �� TRUSS FRAMED DECKING ; •.1 + I CPVC PIPING IN RESIDENTIAL SPACES TYP ALL OUTDOOR PIPING TO BE GALVANIZED STEEL :. ®� ® � � I I ALL GROOVED PIPING TO BE Sch10 I 14' ��� P 'JI �...- ,_..1._.. ;._,,._, __v.._ �..v_ v'v- w. z x : THIS SPRINKLER AT LEVET X h } > ,, Y t'Y ALL THREADED PIPING TO BE Sch40 _ 1` , ,.,. x.,.. . / .L . ,. !` •, Il j: Y x t „ .. Gc RESILIENTs,. Shl.. _ -1;Z'RE..1_:v. .-.NN i. S % i. ata X. Z Y s i i is > ) ). 7 'a■. ' i )' j �. %� 111 114 I.I, 114 I.'� 114 i� IA 4-0 r 1_ n • _-- 5'• ..•- , -.. _. c 1 1 10 19':- ..19 11 - Ir >•sem:•:..«, +.w. • — Ir *�. ,..- c 111 '�.\ r^• .' -.a .o -MOM ii.1111, -,---,a 1 1 —5m;4r �.}..fi 4-0 ....._..... - i 01_ : , _ _°° i` °° I_, 7 ._... _ fs.:f:6z, :2 \ f Ei N N ,�y < e a �v O In v .. Y .:' Bt!`i GYPSUM i; 1,'0 31 �y�1 � I 7 I 1 '� i' ■ I B . �N (B—.; a r 0 4-4 HP ` ` FP TYPICAL RESIDENTIAL DETAILS !11�;= -,��� ►�i�,: "111111111.1 ,>4 1 ' I_MS, 1 114 , 1 ,>4z. M �C� ' a?� SCALE- 1"= 1'-0" �> 11-0 0 . I • , 7 �IIE 1 1 5-0 i '3 '`— „ s o —�o �:_. 7 — o r._ r 8-1 —'o E _EC . 1 �III� �1�. IIS `I ® ��� ® �(I lir} ro..w I r�� .: .a:� �z �a�=,. _.: .a is=���lz.ar.•�,, r�':,starv;;'''', r�:>�_:7)° a e��t8i dN • eco 54330PE I'' - Ii' - - - - - O s. .4;..L5_31 r�n• a >��;O e c..,. .„......; an O u 4:....) ::,.... ,,, c.,::, n O >.• an O s n�al O 1 ��r,� . _ e i-1 a s!; i!!0 OREGON _ � J J ` crMIIIPM i ,- r_i - it --. DRY SIDEWALL 7 6 5 p 6 6 1 :.. . .....®. a .. .,:.,. _._: .:,C� .,... , 'aro„ Y _ , _ I _ K.r.. _ _ - _ I _ I _ ,tip I ,, .� FINISH FLOOR in El [31-3yj 4� -- v L••1 i o ��� • �� �� "� Er CD--3/4'CAST UNDERLAYMENT _ 11f 1Y --- 1111 li p]- £l :6/14'''l. aI - 4• - 5-3 11-i�� -10 -0 -9 '� 1 -, 1 I 1 ACOUSTIC MAT Ceiling 1 7- 0 2 14-8 2 cs STH:., 4"Min. �_ �_ – N \ . f �"' 12'Max. 1 1 I ��' I, I v x' �7 '�+ w_.. l,DECKING 7_6 4-0 �+ I r-- !!I761 E 4 d O�1 114 -�-�. -� 114 I� -.1 • -� ® `� .IMEI ;-�I �� I__ __ _ 117 : titz,u,,iri,111,4„--*— , . - I Tee / tIW6 i6 1 I: i7 7 �_ a o a 2 1"NPT I �� Ca I : pr li r I ziI DV IIII r System 1 J J1• I , I, la ��' .. f I ///�L��I!I'I®—.■. _ f I y_,.a,.., Y+_...,.,.;. ;• �?. 1111111. 1 THIS SPRINKLER AT LEVE I -•..__:w !STEEL PIPING IN CORRI OR TYP € ��� ,� il;� 2-13/sa 3_,�2. "--•• �• •--e - �. ._ a ° t , �� �� I 1 1 I �� °I, 1 4�0 y 1 V 1^, s. a. `�i,u . .. 1 - 1 4-: I I �� 'hi' �,®I�F � �f14 141®�� n 2 1�2" Dia. I 1 1 If -� 1, i -� 1 ��0 ' Hole in Wolf 6-9 5-3 10 e 0 11 } 3-0 1 -6 8-i �IIss'J 6-1 I� 4-11 I .,� "o m prinkler Con :. _ - I I I I (--- �N ,........____.„- ,..........______, ________-! ,....._ ......- 1 , ,, ,• I 11/ �A"Dimension Escutcheon F � I - 17 - 1 ` i rE. _ I� Adjustment t�., f _ - - - - _._ ..__ .. ■� .. ., ,_., :' f- f2' _ ...._2 12"Min `• 11 1/2'SUSPENDED GYPSUM BOARD I I �I . I ,: $ 4 rE .From Insulation Inside lace I I11 I I r 20 19 17 , — .••. - sl - - I - - - - - — ( ) N/F.P.A.#13 HANGER Sp-Ata REQUIREMENT \ F . —� F . �� �-� PIPE MM-STEEL MAX CPVC LAST-MOM END �� .. 11111 FP TYPICAL CORRIDOR DETAIL DRY SIDEWALL DETAIL I I I _i o I 1 12-0 6-0 36" I �I■ - . �- • SCALE- 1"= 1'-0" SCALE- N.T.S. �' �?r s- L • — _ 1 114" 12-0 6-6 48" I 11 , [ _ a I Q 1 112" 15-0 7-0 60" M 2" 15-0 8-0 60.. — 1 1 I I 6 ' I ,— I 11 2112" 15-0 9-0 . 60" M7:, , ° I , I � 49,- 3l1 15-0 10-0 60" i f I 1�� ,14 1,14 I I q 1 I x i 6-0 i I I l ��4" 15-0 NIA 60" 4: , 1.,�) _,. ..mf, ,_ ,„, 7„ _.........\\ 7,___,,\ 7, _.,....,\ . -- 7„_____,\ . --- 7., _........\ . -- . --- . --- .--,--- ------ (T12 1 4 !9 8 17 �a • c :. I : 1, 0 iii t T T T i 1 I I I I 1 I I I I IIS, , I l 1 ryv _ �� i ii I1 �1 I I 1.. I ihk I :I ( : I I: I I I I I li I s - 1 11 H >f I 1 ..„,,,7 -. r-_. _-.,77,„4:,,,,...7,-,,,,......,,,,,..4.-,...4..,.;,. 1 -.�- . ,e L - 6 OMN ) I I I. 114 114 I 114 I I I 1y 114 ���� I I = i„ 01 1 atl ii 1- 11 1 1.'0 11 1 6 ,*z ,o 6 n,6 1z-10 1' 0 O 7-o I ,a i [31-30 ®I 1�I. . _ — I I g LJ I I —�I I 1 I I 1 414 7 0`■ I .z!-!'''''':=..... THIS SPRINKLER AT LEVE otS. j x o v41 i>i>■+a �1 � 1 eTi �L ti4 �� 1J4 _ 114 tiF t 1i4 1 tJ4 tYe '� t1f t14 O ___ �_ __. __.._ Z I —1- �.��f -. 21 0 .._. : 1 :.-' .., .. 0'.-- it.- 16==/t-_---'--- 3-0 - _ . ' 16- c 1 �� ., 2. ,. �.. 1 0 :I.. 1-r 9 11 1` 0 7-0 tea” O. 1 . w� r -t I ..._: I I il I VI— -- •---- _�._ ___ __._.._._ ___ ___......__-___-)._-__-_. O _ ISI 1 O� 1 • I: i `s - . . . Pi 1.63 1 I � -C 114 114 1 Y �� N ,14 r�1C ,s4 N I 1. �Ir�� r IMIII �t4 114 =rill ,limiLT ,14 9-o p J 1,,,,,. - 4._, A } © .' .0 7-0 B -1 °��n•.- I 0 11 ''_� �`� 1 °10 ,�1 10�p0 '�I 1 ..1 10-0 1 III 9 8 r I 1 �. I[31-3 ] mil :„::, ,.,:,,, ,., - I 114 1>f , �) 1g r o I'0 i 1 &III 1 _., 1 114 i� 114 :.2 ..I - 10-0 0 ir I 1111 I I i' I i``„ -- �•13 '? 11..1' �=I 4-2 ,0-10 6-11 8-U� 2� •� —i - d1 -AL .I z.,, 1 --. . i i II y."i o I I I I 1 ,q a0 r j I oD I Nj I .-00 I i oO I j L i I I 11111111-21wommeriLliiii:rx—±azgina;gierigatoserL.C. 1".1; I . m m 66 -� I -R> aD ;Mt `.x� O) 1[31-3 �� 76 C 7 j 'iJ� 7 - 7 �- Imp [31L3�-- � � ' _ - >1. bN I 1-,: 'P.A:r.0 IIl2'liII•�d%��SrC�IItmioam etigm a.0 erGQibstu iII/:�F3L1_ieriP sSi%�d/:aiFS1%fid/:-ai6:r.r 12.-iFII3:�d/aF3!% d22 6siu�b/:CiFIIL'� _ 1.14Pi;.1;1 1;.Iii•II• ,d/:�i'6[2!■hi•II�QI)L�S•II:ieunli:iNe. a,;:, b`s' _' py pr ::—I'liEl LILI { m _ ,0 ' ^, 1 ..; 0 114 II 1 '; I 01 � - 114 t ..: 114 :Fir, _ � � :1114 ._ "114 1141 /,ll4 I� ._ l-�® I 1 ;.� 1 . ., ,I 114 IIIll4 il4 Io3 11,1 I.-pi_ 11 IF I C:Tti pir IF' y, L_ 13c !•�� 7 7 n - 1 n��� p'� ifr ,•;I�12 :...... ®�' - u•, B-6A8-6 -0 - moi 11-' 3-0 i 1 1-0 .moi 11 1 .,0 �i 1 h-0 �i 6 0 ���NiMallill .Iii : 1_ Mil s ,1 o i� '' rill i� _ =J� �� I (II I . 1..Aii 'I' moi_ I --,_,, .. •— mc, LEE iD $ 110 _, I,I I I 1 1I' I ' I -,_ ,,, _.., 7TN I 6, �- - II III' 0Illim. o IIM , � 0 ,, I I p ��.. O� MI �i I 114 1' t, 1 114 fill, , 114 114 1!4 >f 114 I ,x 7 ) I= 114 �;1 . 1 1pp4850 20 12 Q: 2% 6 84 -2 34 164 30 161, 31 166 5 40 1611 -7 39 166 3 30 136Eir i i . Inn Idles 1 � I' I '' ..-4----......--------- �� , I -- 1 l .__ I I Illi I x, d _ THIS SPRINKLER AT LEVE 17� I s � 1 g I Id .i 6 -4 1 - 1 �� :I I .I 1 8 I I' • €. 3d • 8-9 si 1111 1. 1 I i 3 I`. 1 ' .__ ....:. .. .,.,.^.... _._.,.,.. .. .I , 1Y, I 1 s ! 1- - 1 g 1 4114 I 1H ,-' i1 1)f: '1 1 1 a 114' :114 i 1f r� 1 a �� P P , -, 7-9 :�I 6-0. � >-0 12 n 20 € 1 r: -' +,6 11-' ;1-0 ,2 ! ;1-D 12 r, 11;1 12-1� 1'0 1 °s- . v tl-6 _ 6-0 - 6_3 I I CIV1 I .� I I y Design Area No. 3 RESIDENTIAL [31-3}¢] 2 1, 9, n N vn:. nmwLtwraa..w•.,.....a' :....w.vxiexww-.W_ , 1:, Density0.10 Area 4 HEADS 1 Q I ial �o T o- o ........e.w, .-...e.. :&wmv }.waex..vw:.va. .._... - _...._.. Flow 233.77 m ® 89.79 psi _ _ _ .. F=,.,r.,,.,, >.>.._.,. , �..ro ..__..__.. _ .�,. _ _...._._ .��,�>� •. .. I: •...,w, ,�.. M---) I - Includes 100 gpm Hose allowance 10 �� I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I FIRE SPRINKLER PLAN - BUILDING 1 LEVEL 2& 3 • SCALE- 3/2"= 11-0" 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 ® SSP RELIABLE F1 RES 49 R3516 155F 1/2 WHITE REC WHITE 360 0 CONSTRUCTION SET 12/18/2015 RESIDENTIAL BURNHAM & ASH ,,„. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY ® SSP RELIABLE F1FR56 RA1414 155E 1/2 BRASS - - 38 1 . CITY OF TIGARD OCCUPANCY: (1-6) WHICH ARE END TO END - 1 PERMIT SET 3/16/2016 2. OWNER / ARCHITECT DENSITY: 0.10 IA "11 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA < HSW RELIABLE F1FR56 RA1435 155E 1/2 WHITE REC WHITE 3 3. REMOTE AREA: 4 HEADS APARTMENTS — BUILDING 1 PAMPHLET NO 13 4 HSW RELIABLE F3QR DRY SIDEWALL R5734 155F 1" CHROME REC CHROME 10 4. INSIDE HOSE: — ; 4 ::::?.,4% PIIPMEPHAANGELET NROS1AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA ( 5. OUTSIDE HOSE: 100 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 1 — 2ND & 3RD 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'-0" SHEET FP1.2 OF 9 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 161 O 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 -- -- THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: ASH AVE (Sc BURNHAM ST ; 20 ; ( 19 ) ( 18 ) ; 1 7 ; ; 16 ; ; 1.5 ; ( 14 ) ( 13 ) ( 12 ; POLYISO INSULATION,MIN R-30. -,.._ --, ...._____-- --,.... --- ---,... _..--- ,........fics,, .....______,. .•....__- ---....._.....-1 I N,,r TOP LAYER FIRE RETARDANT. 8' 8' PIPE SCHEDULE ,,3.: :I IINGLik1 ---:4 , I ill - 1 1 I VARIES ki CPVC STEEL ~ i I RES DENTIAL UNITS CORRIDORS -I - - ,. .. m io •w e�� CPVC PIPING AT ROOF LEVEL TYP LOBBY I I I I 12-s I 1..._, II I F a, 1 BACK OF HOUSE 1 x ' SIN3 I STAIRWELLS.sr I - I 2-0 LI: - ,N -;, 'x 1x I, -< 1 0 ,N x-'---,Z T 1x tx 1x tx IN 1x IN 1x 1x 1x 1 0-6 I1 1 1-2 - I I 4 i s p_ n I' - I 1N 1; •7H 1 1N JN w 1N -N^_: I 1-7 1H TRUSS FRAMED DECKING 6�C• .• - . . 11, . , c ��' 'I[ 0h 1. 7-3 3 6_^ 5-0 2-10 6-5 �'�" 6-6 1 02-9 11 • '-�% 10-• _i 7-3 11'I -0 7-!� if ALL OUTDOOR PIPING TO BE GALVANIZED STEELI �r 9-10 3j n o•]o-6H !,7 _ Li ' ALL GROOVED PIPING TO BE Sch101 _ I i FL_:+T ALL THREADED PIPING TO BE Sch40 1 tN^ = _ 1IN. ___. .. : 1 , ip • $ ' u MECHANICALLY VENTILATED ` 5/8'GWB-TYPE C rThin ■ _ _ _ - - - - - - - - - � E i,f'`l+ VAPOR RETARDING PRIMER \ / T� id 1— � _ill - 1G_ 1 AT1N �: f11I tx 1x _ tx I Ii . 7 + 7N 1 —•-�—• ^� •-1---II tx 1 � 1_ 1x 1 • !~ ` ^� i jigIx I®I���.,��f4la�lll t 1N Co el.N4. *✓ �� 0-6x 12-10 6 I •9�-. - 3-4 SII 4-4 1-. 9 1 i 1-1 � ''�� 6-7 10• _ 7-1 10• �7=1-6 N jFJ4 • 0-61f I �� GO l FP TYPICAL ROOF DETAIL xa Ilei - x ,�i [ 1 44 e� �y 1 1 I �� 10-4I� n g PE (7.,,,„„5 ct I-- SCALE- 1"= 1.-0" jP I • N El1_ IVAii ) .d I i il I 1 -rte s s s J J j OREGON I . Lw :a�; •�.-._ nau1;•a ac7' _ n i!a.-- ICY 9' -8• -• • - :-: :t= - • • •a -. ^w • -w :- I1IW 6•- taa _ •- -I u• ,-.. I I`_ _ - I I i//. A X70 [ C • i ©� T c • j \ �� 1 �— f 0 0 I i-4 I 11" 1 I i '� . s DRY SIDEWALL _ ,I — - _ I _ ,�, ri -__ I ; kik g WV4 �. FINISH FLOOR 1N r• t _ MINN-ill i' u R q I o I ,. �. 0-6y_ , 11- 5-5 7-7 -6 6-1` i� I tt S•- I „, if .4.,,..,>:, — 3/4'CASTUNDERLAYMENT 1.ri -)^ N �� ' I t D el- P Expires: ACOUSTIC MAT o 6 17 6 __. Na-, 'iiii=� �'.�.I 1x 1N I ® r"- =1 x 11j.� 1Nt ■ . ` Ceiling �� 1 I - ...... 1,414 2_4 —...�: I 2-6 I�x,-a ^o1N 2 •^0 9-2H AN ix ^1# 4 -2 a4']CJ-614 '� • 'fl ,.,,�„ '. �.= 614 3-11 6-6 [J9' I ' -..,.. _. B�iwECKSNI, - I I / System Tee yz 1x 11t li SII mix•E________ 1N 1x rell N• 1 n n _ _ ' ®® I OW 1 Y o- s-n -0 2-510-10 ... �- 4 4' • I • IN � �I 1"NPT 1, 4 0-, 7 r'"-• I 11 __-71 _ -_ .-- ___ ��, � Il!i■.I■■ iI t Nil s- - - !! 2-114 u'- �� - t �_ STEEL PIPING IN CORRI OR TYP 1' till�'i�.—I / 3_7/2. 1 1 .• I 1 I ic i H1H 7H 1H •1x I 1H 1N 1N ~, `��•-ii■ �. + I F I 111 tH 1 I 1 �'�r1 p s 1N 1x L �i 'h II l '�®T- � /� `" 1N 1N 1; 1 1N +'I-3 1-6 11 : ') . 11': •0 2-1 7-7 •• •11-2 •- 1 -7 :'10 5' ' 1 i 6-6 • -0 2-:'• 6 0• 0-611 !! 1111 1 Hole in Wall 1 ig -0 2-: •-) 6 10 -11-.- o- 7-9 kk.:741. Iivat i i +�/ rn _ _ ' t- pnnkler Can -I J, ., I I A'Dimension Escutcheon dI I ' _ �>) ' Adjustment a ,.�... - -- - __ I - - - (-E. III 1/2'SUSPENDED GYPSUM BOARD f2' 12'Min \ ■ -41 1 I 3-.I'' 1+ - �. ■ From Insulation Inside lose i t_ E ar I I. to i f _ 1 \/ 20 1918 17 — -°0x 11(� -'2N° - 1N• - �,I • - - I - - - - �� ��I:F.P.A.#13 HANGER SPACINGREQUIREMENT ' - ii iii .� „ iii --(F-.) FP TYPICAL CORRIDOR DETAIL DRY SIDEWALL DETAIL PIPE MAX STEEL MAX CPVC LAST FROM END SCALE- 1”= 1'-0" SCALE- N.T.S. 1" 12-0 6-0 36" 1 o ,a 6'3 I I • 1 . I 1114" 12-0 6-6 48" 4 1/2"1I Rx' . 15-0 7-0 60" nn 21� 1 o I �� + I 1 1 - 8-0 • 5 0 60" L� .I �, \" E llmIlil lilrll --- - �:. ._...�... 2112 15-0 9-0 60" T I 3,1 15-0 10-0 60" �� 1' I I I n i / / 4" 15-0 N/A 60" E .,- -?? ° !' / \ / \ \ / \ �, LJ 1 I ._® 1 1 I ( 29 ) ( 28 27 ) ( 26 ) , 25 ) ( 24 ) ( 23 ) ( 22 ) ( 21 ) ( 20 ) ( 1 : ( 18 ) ( 17 ) , A :.- ,.SINM. ........131M, - ilikiliiMilik .-:-. ,„„„,_. „,,, ,,-, , _, 'it ....... , O �'IN V �/ \ / �✓ 1x 1N IN 1x J_6-3 1 p6H ,25H? • \+� I 1 1 1 1 1 '"I I I I • i 1 IA° _ I 0 - - - - - - - - - - Hi• 1-1101- _ 3. -� `N -^ ._ �� ii 1x 1N ^" ,N 1x I Y i -o 2-8/4 _ • I y ••• I - I 0 O I - I 01 . $ 3-4 • 8-4 -i 3-6 -6.WM. 1-:, x I' I I [ I O I h oP -if x_r2e. - I I Design Area No. 4 - LIGHT HAZARD 116 0 6H 1• 10-6 • 0 9-u 1'x• 1 2 • 0 9-1011 0••• 1MB •• 1'6 2- 914 11( 1 8 8-0 n 3-61 14 r 1x6 0 3 3-37 7111 3-7H 10N 1110 11 •0 6 9'8 1'0 0 31 0^0 101x4 9-4 ^ 1 6 6 7N 3 0 4-6 7 31 6 4�0 31 6 - •-3 0I Densit 0.10 Area 1511 C1-o 1x14 O , I 1, 1 O O `' o ,Flow 451.04 gpm ® 93.07 psi ! • _< 1 t-° - I I _ I o-e - [t0-4y2] `, , oI � --'Includes 100 gpm Hose allowance �- �) - r� e o !1, xr, r ��� • 1_ O OO ► ' VI ,_.,1-7 L _. -- 1q _1 - I .._. ., U /'` I ......`N 7' :tN - 1 I 1 I - 111 1 \ 8 3 :P_• 97 I N at . c:-- - 11 N •® ® 122 ® 1N 1H •� i1. _ H k_�1N- I �� _SII 1 �' 1N �� _� , - ^`� - 11 • a ^`VI Mi. _ WOW 13o I _•I� I • , EC -- - x 1x 1N tN -- 1N �_: �. 1 — ^� x ,x 1N _ 1N741111:41 o .o •1x 1N • 1H 1H • I 1H '1 0-6_ -3 '�'I'-0 _ •tx G 110 - B-0'' �TILr I I -° I■9-8 - 1'' ���I�6 11( 1-0 _ 0 10 10 ^N 11•I -N 11-2 I n. 10- I '• --- ' �• �� 7_ig 1 ' �-16 n__ h II ' 5-0 i I A, ,,.._ , , .. 1 4 k .1_ A , _ , .__,T,____TA ii •IINNIM I= It... 1...... I rizz=1 .k 1 ,...... .1111k ., A . .,, el II •1• i Mill ' i = 11 tx tx 1N10_ _ 0 11 Imo■ 12-0 • 6 6 6 1 • I _,. M 01v '� — -o "l 93 1 94I .� I D I "� 1 0 ,�, I '�, + �, 1 \ 1 ��, 95 1111, I• �, _ I 1li I �, 1 414 I 1- ;•- -- -- } 3-' 3 3 3 • 3�' 33 3 3 I i a 3 • 3-i 33 •-1� 33 333-Ii33 -1i33 IT 33 3 3 /� 3 -i 3 I 3 -�'i 3 �1 3 3- I 3 3 3 -IT3 3 �:- I ` E II'i'4>EII�:L� I -• 2-6 O 76 /-6 1'l-6 2-60 1S-. 0L-b 1'-. 4-6 tU-60 9-6 S-60 14-3 11-10Y 3 13f 43 -1U=9 6-3 8-9 -11 • 8 6-11 2-9 0-614 - I I� 87 � ® ® I � I � I i J ....:: ... MINI -_... rn -I , � S 11111111111• I — I� L- 0 ae 89 �I �!�1 �� 1 �� in SIN r• I Ifit1x • m 1 1. 1x -i tx ;1x x tx - 1x • •' ► 1 '� ) ''; �; O i ^ ;; • -_ 1N •�it0 ,1-' 0- 9li�l 2 i�Musa+ E _I 11-0 _0-.. 8-9 ._ ,aAWE m I o �• - �. ® ' -I 8-0 �� , _.: ,N - x 171. ,x 1N � - ,N 1x 1N —,., 1x ��' tN 1x ,x �..a 1N 1I' 1x _ tx ,N �.r... -.._ �1x 1N i ��� I !: !^ 1 I 1 I I �' ,5-0 + 8-0 • 3-6 3 +, :.3 6-0 4. 5-6 +• 6 6, 4-0 • - - i��a 2-6 12- �i 11-6 2-6• - - ''' .:"I'' -',-0 12-0 •�.� 12-6 1-• - • 6-6 B-i •-:-0 10-0 2-6• 3-7 �•� I I I - _ I _ I • - - iii - ' - I - ii - - - - - I� - - I - - - - - - - - I - - gpJJ 1 4 - - ® I' I I„ 6-8 J! 14-6 0 -3 I. ,.. r ir, .,_ 1N 1N 111 0 1 N �' 1 N ____1 x )i 1 N•'_9 1N IN• 1N 1N �� 1 ^ '� " 4-0 •2-6 4-4 -1 •_,,,J -68 9„ I r jIl o c o 0 0 1 1of "` o 0 0 0 I�� I . . . , ._ , ® .� i I ,II0 I1Nt1 1N 1x 1N 1 N1N1N1 1 7x1N7H1N1H 1H 1H 1N 1H1N 1N 1N1N1N 1N 1N % t I 7H 1H 71 7N 1N 1N 1N 1N tN 1H1N 1 I 1x 1H 1N 1N 1Nl:$ 1Hp-61��'� 98251-31110-6 4-6 O 13-0 "2,A 9 0-4 7-6 Q 11-0 �3-�' 8-0 �'2-0•••ea 7-0 O 13-0 9-10 3-2 2-10 8-2 8-6 2-6 2=6 Y 9-6 8 2-6 3-6 7-6 �' 8-5 0� 5-5 6-7 7-8 2-4• -0 2-11 7-1 7-6 3-6 Q603-0 7-0 1- 3-17H - •.•I `I .'} IF I i � i rI - N I aj4iirrrjriimn, • 1x • 1N 1N .•y iv'I .. ... I ro ® n ^n ��N iI 8-7 3 El 8-0 2-6 5-6 • i___... _1 r; im . nl'....,,ammks...kre.m.., _.___...... .. __ II 99 I__F,,___, _ , ,, I 1 : „„ I _ ___ _ ___ _ ___ _ _ _ _ _____, ,._ _ _ ,.._ ..____.___„ _ _ _ _____ _. _ _ _ _ . _ . ___ _ _ _ _ 1 _ CIV1 ILL 7-1" I . I I I I I I I I I I I I I I � I ®I I FIRE SPRINKLER PLAN - BUILDING 1 LEVEL 4 SCALE- 3/2”= 1'-0" 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 TO BE NEW AND UNDERWRITERS APPROVED -0 SSP - RELIABLE F1 RES 49 R3516 155E 1/2 WHITE REC WHITE 325 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 0 SSU RELIABLE F1FR56 w/ SPRIG RA1425 155F 1/2 BRASS - - 225iiN (1-6) WHICH ARE END TO END 1 PERMIT SET 3/16/2016 2 OWNER / ARCHITECT DENSITY: 0.10 i, < HSW RELIABLE F1FR56 RA1435 155E 1/2 WHITE REC WHITE 3 APARTMENTS - BUILDING 1 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA - .. 3. REMOTE AREA: 1500 n§ PAMPHLET NO 13 HSW RELIABLE F3QR DRY SIDEWALL R5734 155E 1" CHROME REC CHROME 19 4. INSIDE HOSE: - r 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA 1 00 F , PAMPHLET NO 13 I\ 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 ON: WITH NFPA PAMPHLET NO 13 STATIC: 1 04 TITLE BUILDING 1 - 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" = 1'-0" SHEET FP1.3 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 THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: ASH AVE (Sc BURNHAM ST Hanger No. W61 Hanger No. W02 Hanger No. W32 Hanger No. W33 Hanger No. W31 HZ Cross Thread Lag VT End Thread Lag STAND-OFF HANGER (CPVC) CPVC HZ DOUBLE FASTENER CPVC VT DOUBLE FASTENER ROOF CONNECTION ROOF CONNECTION HZ Cross Thread Lag STRAP STRAP Wood Joist or BeamWood Joist or Beam VT End Thread Lag USE FURNISHED SELF THREADING SCREW 2z \ "HOSE VALVE 2Z'HOSE VALVE A it wiat 112) '—n USE FURNISHED SELF THREADING SCREW USE FURNISHED SELF THREADING SCREW i FDIMCH HYDRANT VALVE CONTROL \, HYDRANT VALVE CONTROL = Er J All Thread 6 1. All Thread = (Oil , i� 1�1 � ] [ ®� /Rotl Rod (11,; O _� - Swrvel Ring.��I, FIPeSwivel Ring.` I ,/%/'�,M M /%%+\ %/�"\ a 1 �/ i�� ISL 5"SLEEVE — \��/ ®I II ® NI 5"SLEEVE 2"SLEEVE 2"SLEEVE L J . . 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DEPTH OF BURY=36" (LESS ACCESSORY) 9 BETWEEN ENGINEERED TRUSSES o--<"•••.a o 0 LT.--0.--o M 4"FLEXIBLE COUPLING 0 0 0 0 o .,,y.• 0 0 0 0 0 SEISMIC BRACES TO BE BOLTED TO 10D NAILS(.131"x3")2 ROWS COURTYARD SP SUPPLY DETAIL 4'FLEXIBLE COUPLING BUILT UP 2x4 TYP SPACED 3"O.C.FOR 2x4&3 PIPE CLAMP - = PIPE CLAMP ROWS SPACED 3'0.C.FOR SCALE- 3/"= 1"-0"" Akk LEVEL 4 DECKING \ °O I LEVEL 4 DECKING 0O / I ► 2x6 IV 32'-0"TOS - ' a -_ A 32'-0"TOS ' - A 4"FLEXIBLE COUPLING DRY SIDEWALL SEISMIC DETAILS O P FLEXIBLE COUPLING FINISH FLOOR 1i SCALE- N.T.S. 3/4'CAST UNDERLAYMENT c ja C.... ng I ACOUSTIC MAT Li System lee + ' in= I'NP/ 11 —_ I'�IL■ I1111..1111111111—y� ''v�'4A..3 S } 4,- M -_ f :R£;�:%'- ✓ Pili I ' " 2 I/1 ' PRESSURE RELIEF VALVE Not"le Da I I M ;STEEL PIPING IN CORRIDOR TYP •• M """ • 1 }'PRESSURE GAUGE x•�-� FinM nan""" 71t' I� toll m L •TEST AND DRAIN [ - 71 'B.O.G.VALVE W/PLUG Fran I+Ibrbn,+Is by fi IIIj 1}'"COUPLING }"X0-3• O11ITDRAIN UNE " ( V III O ,. .... ,1„/) ---"N--1 - ---- -• W,1}•FEMALE OUTLETS .. .. _.rr. •• L TO DRAIN FLOOR RISERS I, - F O \ Q'IID ^,.- POTTER FLOW SWITCH O �1 ,•' W VIC#717 CHECK VALVE DRY SIDEWALL DETAIL 1/2'SUSPENDED GYPSUM BOARD (21/2")G.O.L.FOR SYSTEM RISER -,a_ VIC#728 BUTTERBALL SWITCH)VALVE SCALE- N.T.S. 2y[CAP8.CHAIN a CA#OO1C AC 90 ELL (POTTER-ROEMERW4615) FP TYPICAL CORRIDOR DETAIL (POTTER-ROEMEft#4615) 2}-BRASS HOSE ANGLE VALVE *BRASS HOSE ANGLE VALVE SCALE- 1"= 1'-0" (POTTER-ROEMER#4065) - (POTTER-ROEMER#4065) l:Will FINISH FLOOR FINISH FLOOR .„..a.,,....--'vv.- TOLYISO INSULATION, IN R-30. 3/4"CAST UNDERLAYMENT 3/4'CAST UNDERLAYMENT TOP LAYER FIRE RETARDANT. FS • r Si'. WOOD Es O /_.. Tj:r M maw T, c t"TT /I we f,,-- t3 E,!.(..TS BEYOND 4'FLEXIBLE COUPLING -'-"- ." -y • ' , ...;" 1 j .s. ., VARIES I f .T4}t 9dt77! f 4"F XI OUP TNG • �f1� ,� e.-� � ,� s.e+ PIPE CLAMP .C.::0 - 'G) �+7 l "a. '. �. _ -. -.�". - �..>. ,,I��"r� I�'"�TB+#V.G y��,�'1 00 00 PIPE C AMP J CPVC PIPING AT ROOF LEVEL TYP i II, & -•- 1 ---•-..._ 1�1 i% *tr.. 3 LEVEL 3 DECKING \ LEVEL 3 DECKING / � ► .. I I � r +� ck , ` , , 22'-0"TOS - _ 22'-0"TOS 1 .„ , , , �; � kr OM PT v4,3 9•FLE..._ ..,:iaXIBLE COUPLING0 II __ , 4•FLEXIBLE COUPLING O s 1 I , _ ,,$_ CPVC PIPING IN RESIDENTIAL SPACES TYP +.. ri A .. ,. \c„... - r t t v 4 r t l�-. �..-.' . --t-- ,,.,, 3.,x, �� ���®��, —x ! _ _.t € � �._. {� `r FS � OREGON r:- € '. � �! �, i ° ` N^. :. I r, h 117 RE3ELIE t.._a,d. ,,,, , F E . . x „, . is ,. +r, r A " Ef_12 p ++�� + �..� ,i Lh . i! tit L#�Tv_.... /ti` �:J '''',,"."•._-.... 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CZ/ , 4.FL XI C ufuNG RISER MANIFOLD ., IIyy PIPE CLAMP PIPE CLAMP 10"X 0-8 PVC SLEEVE i `/ `le IT'-I 'la, jek LEVEL 2 DECKING - O° LEVEL 2 DECKING - 00 - / / , , . 12-0 TOS = 12'-0"TQS 2.-0" WIDE FOOTING ,*:4".., ' 2'-0" THICK a• • ;,# '' 6"x 5-0 SPIGOT 2" 1st F R 4- STANDPIPE 2>E; DRY " SYSTEM SUPPLY SYSTEM— _ 4"FLEXIBLE COUPLING <• -• -*-s':" ~• - ' " ;it C 4•FLEXIBLE COUPLING -..- /— -N / a•+•'.'•. (CLASS 50 DUCTILE IRON) 1 J¢" DRAIN LINE a ^.. AB MEGA LUG -4.00 • tvt GA.LUQ F Co FDC&BACKFLOW SUPPLY FROM RISER ROOM y ASSEMBLY AT VAULT 4.50 6" CL 52 DUCTILE IRON PIPE (BY OTHERS) / $ 0.00 Ak SUPPLY AixSUPPLY t -� 10-6"TOS \ S at, s - -': . ,'. 10-6"TOS T-BOLTS T-BOLTS MECHANICAL JOINT 90 ELL \FEEDS STANDPIPE 3 MECHANICAL JOINT CAP - (LESS ACCESSORY) MIN. DEPTH OF BURY=30" STANDPIPE 1 & 3 ELEVATION STANDPIPE 2 ELEVATION BUILDING 1 SPIGOT DETAIL BUILDING 1 RISER DETAIL SCALE- Y2"= 1'-0" SCALE- %2"= 1.-0" SCALE- 3/g'= 1-0" SCALE- 3/"= 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 _ BuRNHAm & A H 0 CONSTRUCTION SET 12/18/2015 1 CITY OF TIGARD OCCUPANCY: — 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY (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 1 PAMPHLET NO 13 4. INSIDE HOSE: — 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 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: 104 TITLE BUILDING 1 — 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 FP1.4 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 LOCATION: ASH AVE & BURNHAM ST THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE