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SPOPIIIMPI 3,-..........,, C - 1 ,_ .4. ,,. 1 /-4'-e-71 SITE ,14 _ N SCALE: 1/32" - 1'-0" : 1 i ' , ' NON-COMBUSTIBLE AWAN1NG ; I I N . FIRST LEVEL SPRINKLER LAYOUT • SCALE: 1/8" = . . • • _ CITY OP TIGARD . . REVIEWED FOR CODE COM.PL/ANCE oTe4 • [ j C1 oc_c_‘, 11,S 1 11 • A Li) Permit#4 ,FRS giri. at • . _. , . _ . „. . ,. ., Address: . i J -1------- ' _ 31'-0" • Suite#k_ Br ....s. sirall Date: ,1 24 27.7(V.,.0 . \ . , • 41111111ow-e-,"' -.ft* ' 1.. .04.44. ... iiiilt 2T-8"MAX 1...1..,-0.....,. . .:',.,..4.--,•:7.,-, ,,..q-,-,-.-..-s.-:--,•;,-. 4-c-- -.1-----,„•----,„. ----..7 •_,,:-. .,,••=:-,-,-„------L.- ,,,..,_.....„,. ..:,..,•,- _.",„,:• . .__L.,-.:_i_.-_ :,,• OFFICE COPY 27'-O MIN - : , _ 4 -4-1" TOD. i,:-_.:-...-..• _.,... , , _ , . , , , , . I , , . , • , . . . : , . . . 1 .• • 1 ,... r : , . - , . , ; • , . 1i, 1 , , 11 , . .:. , 0 41-Ow 8'-0" 16I-0's• FINFLR. 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NEWBERG, OR 97312 RENEWAL:DEC.31,20 V;;;;,, GENERAL CONTRACTOR SECTION EMMETT PHAIR CONSTRUCTION SCALE: 1/8" — l'-0" 6305 SW ROSEWOOD ST.#E GENERAL NOTES DESIGN CRITERIA AND NOTES LAKE OSWEGO,OR 97035 THIS DRAWING IS THE PROPERTY OF EXPRESS FIRE SYSTEMS,INC.AND MAY 1. ALI.MATERIAL AND EQUIPMENT TO BE NEW AND UL APPROVED 1. EXPRESS FIRE SYSTEMS,INC.NEW FIRE SPRINKLER SYSTEM FOR RED ROCK CENTER BLDG C INOT BE LOANED,COPIED,OR DUPLICATED IN ANY MANNER WITHOUT WRITTEN REVISIONS MISC. DEVICE LEGEND GENERAL SPRINKLER ABRV. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER&DIMENSIONS SHOWN THUSLY (1-6)WHICH ARE END TO 2. INSTALLATION PER NEPA 13 2013 EDMON PERMISSION OF EXPRESS FIRE SYSTEMS,INC. _ END 3. BUILDING TYPE:V B NO. DATE BY DESCRIPTION SELSMIC SWAY BRACING SSU=SPRAY SPRINKLER UPRIGHT 3. EARTHQUAKE BRACING SHAU_BE PROVIDED IN ACCORDANCE WITH NFPA 13 2013 EDITION 4. EDDY FLOW PIPE 1-1/2 AND LARGER,EDDYTHREAD 40 PIPE 1-1/4 AND SMALLER FIRE PROTECTICIN CONTRACTOR ' 4 LATERAL SSP=SPRAY SPRINKLER PENDENT SiklI-1d Schedule 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA 13 2013 EDITION 5. ALL ELECTRICAL,MONITORING,UNDERGROUND PIPING BY OTHERS PER CODE ..4.... prner ea cc-CONCEALED 5. JOINING OF PIPE AND FIT7INGS,THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA 13 2013 EDITION 6. SEE ARCHITECT PLANS FOR FIRE RATED WALLS/FLOORS EXPRESS FIRE SYSTEMS, INC. SW=SIDEWALL i 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN ARE.AS PROTECTED BY A WE7 7. TWO STORY:FIRS7 FLOOR-10,261 sQ.Fr.,SECOND FLOOR-10,220 SQ.FT.--SCOPE OF WORK 670 S. 28TH STREET LONGITUDINAL H=HORIZONTAL Symbol Count Thread K-Factor Description Note PIPE SPRINKLER SYSTEM 20 461 SQ.FT. WAS I-10 U GAL, WA 98671 V=VERTICAL 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS RESPONSIBILITY OF THE OWNER 8. OCCUPANCY:(B)LIGHT HAZARD ..4.-Th EC=EXTENDED COVERAGE , ' AND/OR THEIR STRUCTURAL REPRESENTATIVE 9, EXPRESS WORK STARTS l'-0"AFF 360-953-8432 , - ELO= EXTRA LARGE ORIFICE 0 181 1/2" 5.6 TY3 1 3 1/2 OR 155 B LJP on Sprig 8. ASSURE ALL AREAS AREA PROPERLY PROTECTED LD=LARGE DROP SPRINKLER ' ; 9. HANGER ON ALL ARM-OVER LONGER THAN 2I-0" CCEI# 193272 ESFR=EARLY SUPPRESSION FAST RESPONSE 4) 48 1/2" 5.6 TY323 1/2 QR 155 C PDR • B=BRASS DATE , ARCH D / RING HANGER < 3 1/2" WH=WHITE 56 TY333 1 1/2 OR 155 C HSW Sidewall WATER SOURCE:CITY (TUALATIN VALLEY WATER DISTRICT) • 11-11-2016 . • ON STEEL PIPE C=CHROME STATIC:95 PSI =POINT OF PRSENCE DESIGNER CHECKED BY JOB NO. Of 3 POP 232 = Total Number of Heads This Project RESIDUAL:75 PSI FLOW:2409 GPM _ PSW JERRY D S16-111 SPRINKLER LAYOUT ) ' (;)\L) - CONNECTION ORIENTATION E - 1, l r�}uuluuruur 5/8 THROUGH BOLT-9 L- lit f WOOD (3-1/2 :.: .-_ �� STRUCTURAL o^\ 4 *FURRNG IF NEEDED) _. _._._.. . _._...... S.6K QR SPRINKLERq n s . l s ll4' i t f' ail MEMBER AFCON 076 .. 4'-6' k • 1 ��L f It I ? 5 { ! 12-0 l-G k -[1-""7r �' s �/ i I I ! o®, - .:.,..,,,,,,,-,...„-.. . .. . ._..-.-..,,,,,,,-.-..... .f.. ... i. ; . ! T • AFCON 035 ' / :f 2/,/0,14/7"/ . /r f'/ 1 /'✓� I 1 #j 5 i i t i i # o i I ... ... «.."..� r ��1X1/2 REDUCING LOUPING I f 00 - , • �f, /e 1 i r�J g #I to i 1 i x 1 1 I :l { -L:- 1,. I i f /�: 3+ '- / I i i 1 � s, , I 1 L - f i } 30 BRACE PIPE !'!. O �!�" 1 '. � /•r'. %/ /' I r r / f • ` f i 11�" t 1 t 13th ilk" ;1114 111" • 1l�" 11? 1if ? ; �1 "' i 45-59 DEGREE ,C `, -EY / 13�4 /O �; Y _ ® / t 4 s 'j ! 7- 1 0 © 7-6 2Ufa' -6 p 13-4 �' 13-4 I 13-4 : 13;4f `2 ;; -T`,,10'-9.5" AFF /7 /; f7,4 / i /- i !I I i • ?# # l ; ! _ 1a'-15' AFF i !, ,,:,a f / v f �f AB + kI 6 1 1 I10'i-9.51S • € 1" M �+ i3-4 ; / i/ 11 / 3 i? o is 1 i I I ! 10-9.5 AFF I 1"SPRIG + ,..„1/ s '� I x f E ,/� 1 1 114" I c I - A=LATERAL ��-- .. �' N � t 0/V • x k p } t //, o 40 .t j 4-J E ! 1 k j if' + c� r�t6 } r " � . i I i i ? i I i , i i _' CONNECTION ORIENTATION E .44 •(-`f` v3 ' i {' ` j1 �TIj //�Qi 1 Ff ' M� 1 n II ! i s I I 1 S f ? 5 x ' E - /i!/ H ! O I Q _ ;� iJ', 5 8 THROUGH BOLT x' '- i•1ir:4W.31 1. 1!4' v - 1 l 114' I 1l4" O1 1 1/2"BRANCH / f '44,.//i0 Q % Q / Q J' / {3-1/2 OF WOOD 0-4 2-0' ' 13 ,4 i }"`-r r i •T ' i ' " _ ` 13-4 --,�/� 1 �, 29 • " • ! ` s f Cr"- 1 i WOOD . �' FURRING IF NEEDED) / 9 13-4 13-4 13-4 : 134 4 S-5Jh�-0 }� / /71/ /' , / / 5-114 r i j i { i r STRUCTURAL ; I N M j , / f r7 ELEVATOR # i o I ! a ' i I y I k MEMBER .� /1 I 1D'-9.5' AFF I ; SPRINKLER SPRIG \ AFCON 076 16 / ,i' W/�) l 7. 'r7'.;'7,,1 NO f � / arr I O" ` 1,. r LOBBY i i ; t. , 4 ., 1 ' / .,' 13 ; t �. r, /r , 1a4" f 3-9 i=, ' I � ( BRACE PIPE H " 'v 13 4•. - rt " f,,•>,•;/-137,,,777/7,- a3' " ///,13-4 v ' �� ` .. - SPRINKLER DEFLECTOR ; : I N a1 , I /�, 4 /3,f 1 1 " ' m_._.-...,t, ! .. / 1' 10 12° BOO ? i 45-59 DEGREE O� FCON 410 4 i / x / r z /� i 1 i i • ; N ` i i---- N 2 9 <�...,�F"% t' i3£ i • }134" 1l4" 1l 114' 1 114" !i • 1 i , ,i 16 I { ,c _ 0 } .. . 1 I E �, .- ': 0 n 4-0 X7-0 x d' 'fi , -6 I; Q , 13-4 ' '' 13-4 � 13-4 Q 1 13-4 " `2-0 8--5M ,'S I 1 1 114' i 1l4" p,c ! 1T4' 134" C ��'� 1 .. _ i E 1 i i PI 4.�. �,_,. 2- 13-4 13-4 l 13-4` 13-4 OSS ' ! ! ' i I i E ' i 10-9.5 MT-WIT 0 !1 f ; s I; ` 1 J't9.5" AFF �+, - GL 5-0/2 X57-1/2I i k 1' ( iiit: �`�2 X 1 B LONGkTUDINAL 1 GL ? 22-1 2 { GL 5-1/2 X 22-1�2 GL 5=1/2 0 1 2 I, _ i 1° GL 5-1/2 X 22-1/2 1 , GL 5-1 X 22'71 2 ! ( GL 5-1/2 X 22-1/2 " ! [Pi 3 , : , 1 1 _ ' I F ' ?7 I E i # I -Z ; E 0 . -i i1I : r ' 1 I ' ' '9T1 `t D 7 , , i t : i /,‘ . , , . � # � �G! \ I i iL5�if2X�27 1 •® SEISMIC BRACING i ! 451 � : Li- '74 7 ; i NT. .; '__" '2' 3 i 37 O l _ i I ! i!1 ( I i i I ` _ i I . W - r� 1 ``; , • F:-------.4,-t 114" 7)4" 134" r lk" 114" ,1"----1-141 t Inc `1 I I 13- I 1 114' 1)4'a ii nr ngoiEt-- 8- ,- 4 • p� ©� pi / p p i /CD O O r p r pf t i a 2=1Q 13-4 13-4 13-4 73-4 9�6 8 0 • I 10-0 7-6 1 . 13 . } 1 13-4 13-4 13-4 -t7'� .1--.i I F 11 1 C - . 1a'-9.5" I 3 5 4 I ! k i - ; I , - 1U'-J.S� AFF : 1 ill' AMIE_. r 2" RED-L 32" O.C. 24 :RED 411 24" O.0-----' 1 !! 22" REO-L 0 32° O.C. ,- r'`-1:1 • 47 a i 4+ 0 l i I i } ; IN '� ,E. ... 1 : 1 . • MN ;Mint �• �...f I i 45 _ 48 i 3 i j i v l ; 4 4 I 4 f 21 _ F- 1 f" € 134" 114" 9 1 1 114' • :%;" lir 114" 1l4" 1)4" S7i" - • �' N2" 2-e-/ 13-4 �' < i 13-4 ®" 13-4 j e 13-4 y I; 9 6 "8- © 10-0 ��; 7-6 p 13-4 0 / 13-4 13-4/ ®'� I 13-4 / `=2 e0 `' 1 1 F I 1 i � } i`i i # 1 s_1 RISER DETAIL t • i I i f '` i i 1 ' 4 I t + I i `! s i S I l • 1 i + • I i •E _ 10'-9.5" 4f 1 I 3 { I ' i j # 1 1 I 10'-9.5 AFF 1 11 a'-9.,=. ..-,-_____,,,, ; r :: ., �-P ------,.------:- I I , _ # T BUILDING C I # i } S j i t i i i ti I i o- I I k 1 s i i o 1 -TQ FLOW 42 s } 39 49• s { I A. I f r !; € I I ; 1 3 1 N rn , SWITCH ,b ,6 i I t! )-- ' ' # '6 1. SPARE SPRINKLER CABINET w WRENCH AND N O # 0 41 , 1 , , I 3 '` ` i ` t ` ? A. ` I 20 ' O Ci ' ' • .1" •` IV' •c" 114" • k 1314" 1 i • 1 # 3 11 •` 134" •` '114" 1 •` �' 114 •` 1y^ •` 714" • -rx- is ' • �3-� 13-4 6-..‘ / 13-4 Q 13-4 Q 13-4 '� 9 6 f 1 O l8- Q ' 10-0 i0 �' 7-6 13-4 Q { 13-4 0 134 Q 13-4 / -.6L {;� ,� LIST PER NFPA 13 "� { I' S = ! 1. k � # ! j 2. CONTROL PANEL: BY OTHERS, TBD M i • 10'-9.5" AFF ; a i i.� 1a'-9.5" AFF 1 I # ? 1a'-9.5" A1F "' 3. HORN STROBE/BELL: BY OTHERS, TBD - r ' i, rte__,'. ,< • 04. FLEX AT TOP AND BOTTOM OF RISER PIPE -4-8-r Area 2 - 1073 Ft= ; ' ' - r,. •�: ----._-.:v`_:: :,� 1- �`-4'-s'" '' '" 5. NEW 4" WATER SERVICE WITH 2" CLEARANCE 1 r PROOF CALC 1 I AROUND PIPE I 1 6. 2" FLOW SWITCH eat, : _-.--.---- __� - -__-. ------ __- -- -__- . �•�= 7. 1" AGF MODEL 1011T WITH 5.6K - I SECOND LEVEL SPRINKLER LAYOUT 0 r� COORDINATE DRAIN WITH GC HYDRAULICALLY CALCULATED SYSTEM#18. FORWARD FLOW/BACKFLUSH ASSEMBLY w/ This system as shown on:RED ROCK BUILDING C SCALE: 1/8" = 1'-0" - O` CHECK VALVE & CONTROL VALVE IN CLOSED r_, company print no:S16-111 date: 11-11-20164 i` POSITION EXCEPT DURING TESTING FOR FDC for: NW AREA ON SECOND FLOOR at:TIGARD,OREGON contract no:L 0 ALL REDBU"LT OPEN-WEB TRUSSES i is designed to discharge at a rate of:0.10 gpm of 0 II 4" BACKFLOW IN VAULT NEAR SW DARTMOUTH per sq ft floor area over a maximum area of r---1 972 sq ft when supplied © STREET WITH FDC: BY OTHERS PIPE SIZE AT MAXIMUM HANGER SPACING:12" with water at the rate of of the 1 gpm at 44.817 psi at the base of the riser .. ,; : Hose stream allowance of 100 gpm • is included in the above a ..,• .•w.. - 2. •._a' ` ..r. < ..... ./_... ' " ' ad . {",_._-�._._ 11 I!„ Occupancy classification:LIGHT HAZARD � Commodity classification:L1/1 4" 4" 0 Maximum storage height: 12' Installed by: EXPRESS FIRE SYSTEMS,INC. L 2; 12„ I . \ _ / 4.,00-,"-T, .-- .\ . <, 0.11414114 / 041%.41 4 I A / ,' .-'., , �1f1 . ,r,11,4,7416 1, 411 .''',' ."\'. 1: %r'''s' #.:',00 . RISER: RED ROCK BUILDING U G #C • \ , RED-S , RED-MTM or Ni'ar4REDLTM or r ED TM truss [RED-WT"' truss �ir 1. Hanger per NFPA 13 a 4'-0" 1 �s'-0" F 16'-0" • SCALE:,a = 11-0" 2. SAMMY'S GST 30 (VERTICAL SAMMY'S ONLY: TOP "SPRINKLER LAYOUT DESIGNED OVER ARCHITECTS PLAN OR BOTTOM CORD) INTO e" PREDRILLED PILOT HOLES PROJECT NAME • FOR RED-LTM AND RED-W-rM TRUSSES, SCREWS MUST LINE UP ALONG THE CENTER OF THE CHORD t 2" TOLERANCE RED ROCK CENTER- BLDG C • FOR ALL DOUBLE CHORD TRUSSES, ONE SCREW MUST BE POSITIONED IN THE CENTER OF EACH CHORD ±4" TOLERANCE i 12115 SW 70TH AVE, • THIS DETAIL MAY BE USED ON TOP OR BOTTOM CHORD TIGARD, OR 97223 • IF INSTALLING THROUGH A GYPSUM BOARD CEILING, INCREASE THE FASTENER LENGTH BY THE GYPSUM BOARD THICKNESS f '„ ,... -- --- - ---- --- - --- - -- - - --- - OWNER/OCCUPANT DF DEVELOPMENT, LLC 908 DEBORAH ROAD NEWBERG, OR 97312 GENERAL CONTRACTOR EMMETT PHAIR CONSTRUCTION 6305 SW ROSEWOOD ST.#E GENERAL NOTES DESIGN CRITERIA AND NOTES LAKE OSWEGO,OR 97035 THIS DRAWING IS THE PROPERTY OF EXPRESS FIRE SYSTEMS,INC.AND MAY 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL APPROVED I. EXPRESS FIRE SYSTEMS,INC.NEW FIRE SPRINKLER SYSTEM FOR RED ROCK CENTER BLDG C NOT BE LOANED,COPIED,OR DUPLICATED IN ANY MANNER WITHOUT WRITTEN REVISIONS MISC. DEVICE LEGEND GENERAL SPRINKLER ABRV. 2, PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER&DIMENSIONS SHOWN THUSLY (1-6)WHICH ARE END TO 2. INSTALLATION PER NFPA 13 2013 EDITION PERMISSION OF EXPRESS FIRE SYSTEMS,INC. NO. DATE BY DESCRIPTION SEISMIC SWAY BRACING SSU=SPRAY SPRINKLER UPRIGHT END 3. BUILDING TYPE:V B • r 55P=SPRAY SPRINKLER PENDENT 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13 2013 EDITION q. EDDY FLOW PIPS 1-1/2 AND LARGER,EDDYTHREAD 40 PIPE 1-1/4 AND 5MALLER FIRE PROTECTION CONTRACT0R ���LCC- Sprinkler Head Schedule 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 13 2013 EDITION 5. ALL ELECTRICAL,MONITORING,UNDERGROUND PIPING BY OTHERS PER CODE SW=SIE CONCEALED 1 5. JOINING OF PIAS AND FITTINGS,THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA 13 2913 EDITION 6. SEE ARCHITECT PLANS FOR FIRE RATED WA1 L5/FLOORS EXPRESS FIRE SYSTEMS, INC. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET 7. TWO STORY:FIRST FLOOR-10,261 SQ.FT.,SECOND FLOOR-10,220 SQ.FT.--SCOPE OF WORK 670 S• 2 ST H ST R E ET LONGITUDINAL H=HORIZONTAL Symbol Count Thread K-Factor Description Note PIPE SPRINKLER SYSTEM 20,461SQ.FT. sic- V=VERTICAL 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS RESPONSIBILITY OF THE OWNER 8. OCCUPANCY:(B)LIGHT HAZARD WA S H O L!G A L, WA 9867 1 1i EC=EXTENDED COVERAGE • 1 81 1 5.6 TY313 1 Sprig AND/OR THEIR STRUCTURAL REPRESENTATIVE 9. EXPRESS WORK STARTS 1'-0"AFF 360-953-8432 ELO=EXTRA LARGE ORIFICE C} / 2" /2 QR 1 55 B UP on S rl 8. ASSURE ALL AREAS AREA PROPERLY PROTECTED CCB# 193272 _ LD=LARGE DROP SPRINKLER - 9. HANGER ON ALL ARM-OVER LONGER THAN 2'-0" ESFR=EARLY SUPPRESSION FAST RESPONSE C 48 1/2" 5.6 TY323 1/2 QR 1 55 C PDR B=BRASS DATE ARCH D / RING HANGER WH=WHITE Q3 1/2" 5.6 TY3331 1/2 OR 155 C HSW Sidewali WATER SOURCE:CITY (TUALATIN VALLEY WATER DISTRICT) 11-11-2016 ON STEEL PIPE C=CHROME STATIC:95 PSI POP=POINT OF PRSENCE 232 Total Number of Heads This Project RESIDUAL:75 PSI DESIGNER CHECKED BY JOB Na. of 3 FLOW:2409 GPM PSW JERRY D 516-111 SPRINKLER LAYOUT (f) ; 71 ._--3 -- ......� r--— �r �— ....... .--._. ...r.'....r. k- ._ -�_� - ._ , , i (D--- __,...... ,_ ________ - --, , 1 1 , I lirA I = � I i ' ' L II / /\ 1 1 C4_, 11.,-----r.,..........-...t ±. r-, . ' 11.1 ‘,/ il r;-•-------io I ),1 I 1 I b SECOND LEVEL RCP SPRINKLER LAYOUT SCALE: 3/32" = 1'-0" l 1' " ' I Ci ,i } 4 [ e I ' O o 11 i El / 4 !r>/ 1 ••-'-'1 Jag r--. 1, M L li.........____ f , \imusauusta .- . / , , _____ ,_..,,..,=-, , ,,-.. , ,..,:c.: 1(),. !,_:.,,, , . I / , . ....0-il-,,,: 3 1 114 1/, 4 II-' "',--:-;:-.'-._ o O • "_. o - ---- --- - --- ` *SPRINKLER LAYOUT DESIGNED OVER ARCHITECTS PLAN • PROJECT NAME RED ROCK CENTER- BLDG C ®-------i--- . ...,,.. :-_ � � _ 12115 SW 70TH AVE. +�.. .—: t —. ( TlGARD, OR 97223 • r OWNER/OCCUPANT FIRST LEVEL RCP SPRINKLER LAYOUT �� DEVELOPMENT,DEBORAH ROAD DiSCALE: 3/32" = 1'-O" NEWBERG, OR 97312 GENERAL CONTRACTOR EMMETT PHAIR CONSTRUCTION 6305 SW ROSEWOOD ST.#E GENERAL NOTES DESIGN CRITERIA AND NOTES LAKE OSWEGO,OR 97035 THIS DRAWING IS THE PROPERTY OF EXPRESS FIRE SYSTEMS,INC.AND MAY 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL APPROVED 1. EXPRESS FIRE SYSTEMS,INC. NEW FIRE SPRINKLER SYSTEM FOR RED ROCK CENTER BLDG C NOT BE LOANED,COPIED,OR DUPLICATED IN ANY MANNER WITHOUT WRITTEN REVISIONS MISC. DEVICE LEGEND GENERAL SPRINKLER ABRV. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER&DIMENSIONS SHOWN THUSLY (1-6)WHICH ARE END TO 2. INSTALLATION PER NEPA 13 2013 EDITION PERMISSION OF EXPRESS FIRE SYSTEMS,INC. NO. DATE BY ' DESCRIPTION SEISMIC SWAY BRACING SSU=SPRAY SPRINKLER UPRIGHT END 3. BUILDING TYPE:V B SSP=SPRAY SPRINKLER PENDENT 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA 13 2013 EDITION 4. EDDY FLOW PIPE 1-1/2 AND LARGER,EDDYTHREAD 40 PIPE 1-1/4 AND SMALLER FIRE PROTECTION C❑NTRACTOR LATERAL Sprinkler HSchedule 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA 13 2013 EDITION 5. ALL ELECTRICAL,MONITORING,UNDERGROUND PIPING BY OTHERS PER CODE CC-CONCEALED Heald 5. JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA 13 2013 EDITION 6. SEE ARCHITECT PLANS FOR FIRE RATED WALLS/FLOORS EXPRESS FIRE SYSTEMS, INC. SW-SIDEWALL 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET 7. TWO STORY: FIRST FLOOR-10,261 SQ.FT.,SECOND FLOOR-10,220 SQ.FT.--SCOPE OF WORK 670 S. Z S TH STREET LONGITUDINAL H= HORIZONTAL Symbol Count Thread K—Factor Description Note PIPE SPRINKLER SYSTEM 20461SQ.FT. ..r.--,r$ V=VERTICAL . 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS RESPONSIBILITTY OF THE OWNER 8. OCCUPANCY;(B)LIGHT HAZARD W A S H t]LJ G A L, WA 9 S 6 7 1 EC=EXTENDED COVERAGE 1 81 ? 2, 5.6 TY31 3 1 2 OR 1 55 B UP an Sprig AND/OR THEIR STRUCTURAL REPRESENTATIVE 8. ASSURE ALL AREAS AREA PROPERLY PROTECTED 9. EXPRESS WORK STARTS 1'0"AFF 360-953-8432 ELO=EXTRA LARGE ORIFICE O LD=LARGE DROP SPRINKLER 9. HANGER ON ALL ARM-OVER LONGER THAN 2'-0" C C t3 Tt 193272 ESFR=EARLY SUPPRESSION FAST RESPONSE 4) 48 1/2" 5.6 TY323 1/2 OR 1 55 C PDR B= BRASS DATE ARCH D RING HANGER WH—WHITE Q 3 1/2" 5.6 TY3331 1/2 OR 1 55 C HSW Sidewall WATER SOURCE:CITY (TUALATIN VALLEY WATER DISTRICT) 11-11-2016 ON STEEL PIPE C=CHROME STATIC:95 PSI POP=POINT OF PRSENCE - RESIDUAL:75 PSI DESIGNER CHECKED BY JOB NO. of3 232 Total Number of Heads This Project FLOW:2409 GPM PSW JERRY D S16-111 SPRINKLER LAYOUT s