Plans } ,► / ,. STRUCIU ORAL CI WOOD TRUSS O- - or 50 --�] 3/S" SAlr MY
SWG20 FOR WOOD
4r� 1/2" THROUGH BOLT TAI -
_....: _ WITH NUT AND WASHER ..�.
A -� � �. r_�."' __.r,.___... -,�, ...:......__.___`, T. - - t.. . _ �-- 1=. _ ---- ��W.{__ .r.,. __�..__-sue--�-�-.-�---�,����:-.___.-_.- _.i--- -�-� IN THIRD OF BEAM
---- IN JOIST ,( I
I � I I , I I i I , I
.(. w , _ _ : ---e -- _,,.. t - • .---.� f ... _._ -I• _.._-_-(. ----_-_ -�•-_-Ir:`I----_ .__•----�,; --'---•--�. _. _„ ry �... SSAY B FIGURE LATERAL EARTHQUAKE BRACE .1-A► ALL THREAD ROD
rf -- 1 � I 1 �. �� �i IIII
' .,** I I r 1 I , I r 1 I I , PIPE FOR BRACE ` ,..
�' TOLCO FIGURE 4L I�
i I I I I I I I I I F HAN6ER RING CIAMP \4 /� � t I I 1 I I 1 1 I � 1 1
++; I I _. 1 ! 1 1 r , I i SPRINKLER PIE ''// :� SPRINGER PIPE
I. I� (• _---- --- -- ;, _--.r -fa__. __ -- -e--- ---- - -__ - -- -.�,__-_ ___ _ ---r- -- -- ----_ -..-_ r
1 - - -- -f - 4-WAY RISER BRACE wwGF.t;
J
1 1 1 r 1 r I ER EQ. B E
�, i I 1 I SWAY BRACE LATERAL SIDEWINDER
WOOD BEAM OR JOIST SB2 SWG2O FOR WOOD
I�
r�
' �, -
WOOD TRUSS OR BEaM
(3-'-�_.-4-_ _,._. )i_. - ,..,_ ---( ....._.._:-.�..�.._`_ 4. e_ _ -_.__..4 w - - _--} -rte; -! t' '/ t 3/8' X 2 1/2' t FOR
1 _� __ _i - .- i- �� 1 1 IS.%11 1}F VERTICAL BRACE �,f 7' MD SMALLER PIPE
1 I I ! 1 1 [ ! 1 1 - �..4
3$ Cl8 24 G 1 i T # . . • IAiL.,..,I T O r 4"X( / WASHER
1/2'
, 36 GIB NOTES V II/ / . ; " � I .- Tarr AFC WSJ-TIER
EXISTING MIEN IS �Y ( #�} t2
C A L C U L A I E D TO A DENSITY OF 0.21.GPM T FC - - I sip( BEAM BRACT T
r . - - __. _ ___ :._{4,._.--i______41______[_. f.. - _.__...._-1 _,_ __ _i__ ___,.1_.. _..:.• _.' PER SQ FT OVER 1536 SF FOR ORDINARY 4-WAY EARTHQUAKE BRACE + -- -___- I t ' HAZARD GROUP Z OCCUPANCY, "
I I ! I I I I I r a 1 MEWL= II
EXISTING Fl DOCILE RON SUPPLY MATERIAL : AL THREAD ROD
" . . ' NO I THIS AREA I I I q MTiONS TO ALARM MID DETECTION 2 EXSTING 4 DOUBLE DETECTOR CHECK VALE TOLCO FIG. 1000 FAST CLAMP
_, 1 I COMPONENiS 1 CIMONG WIRING TO BE �('�'� ASSEMBLY TOLCO FIB. 089 NO-THREAD SWIVEL SWAY BRACE HANGER RING
t r i I ;I PERFORMED AND SIPPUED BY OTHERS. 0 3, DOSING 4( F.D.C. SWING CHECK TOLCO FIG. 4A IN-LINE CLAMP FOR 4-WAY
( 1 1" 1/4"ES HEDULEPi40.PIPE UP T 9 O" LONG SPRINKLER PIPE
'C) 4 EXISTING ORovuED BUTTERFLY VALVE WTn1 H
TAMPER i
C3 I 1 ! 1. I I 1 I , 1 1 n .t 5. EXISTING 2" MAIN DRAIN VALVE
I t '- _- _ _ _ _ --_ -._ . - e---1 - -----f -- G r r _ _ . - - - f S. EXISTING WATER FLOW SWITCH ATTACHMENT TO STRUCTURE .
,. ..`-�--- -- - -.- �- I- _ ' �. `' "kj-• m 5 r'' 7, DOSING r RISER TO EXISTING SYSTEM 1/2"X 4" LAG BOLT TO PURL.iNS + O!I.B'S'
I'l I 1 2" KWIK-BOLT TO CONCRETE WALLS/DECKS HMIGFR
'
NO WORK THIS, ! 1 { { 1 .4 1 I i I , ( L J 5 Li-1 a EXISTING PRIG m SIDE BEAM BRACKET
1 i ` { DISCHARGE
9. EXISTING 3" TO.EXISTING S'fSTi)A FOR. EARTHQUAKE BRACING . .' WOOD LAG H
! I, , . . .. t I ' ROOF I i I I I i
SLOPE - I (�., � EARNEST IMtiGES SPACE
X I �--� X r 10. ExIST� SPARE SPRINKLER BOX
-� j L� L__,.,.,..I 11. REMOVE EXISTING �' GROOVED 90 AND
1 I I I I I ( y STRUCTURAL
J REPLACE SHORT
r .---.. ----4:-.)-1 -rte 4--}1 --- _ .. -- - ---f kk - ._ -- -..._._ -.� {{ ____._l�� _{ I... :i,• 10 WRH' PATTERN TEE AND' SUPPORT�IG
-- •• ( �. �--- - -� - - �,� � �- T�' � T�T T- -� � L-_ I I I 1� BUTTERFLY VALVE WITH ` , it/ >4 r WOOD LNC
,• .• t8'-0'AFF I '90 EI. FOR NEW RISER
' ' ' I I I I r r I `�) I_IT i I NEW f
FG TAMPER (WIRING BY OTHERS) CO
430 36 OLB 36 CLB 4 r t i :(1 j t 1 13. NEW 2" BALL WLYE FOTt MAlI i t 4 I i` 4,. I 14. NEW 4' WATER F14W SWITCH (WIRING BY, ,
U 0 0 I 3 3 0 0 Q I rL I 1 ) TOLCO FIGURE E . - } i I i I r t 1 I 12. 1 r i r ± 3 .r 15. t TEST VALVE 1 16. 17/32 SWAY BRACE EIRI f - - �� i_ ,..a -, _ ? " -, �_ a"� `�u _ _" ' '' ..{ 6.ry ORIFICE O1J i5_ �`� i' > '; -8--6- 1- - ;Fr; 9 - f g 17. NEW 2" LIMN DRAiN PIPE PIPE F!OR 1 1 ' 1 r I 1 ,,E. I ' ! {` r RACK STORAGE 1'3 18. MODIFY EXISTING 2" WIN DRAN TO ACCEA T
�. 1� 21'-d'AFF TtftQO FIGURE 909 A;; ,� I OD `�' = 1 R3 14 NEW DRAIN PIPE(El I 1 OD 18 I ( '� I oD 16 THE AREA HAS BEEN HYDRAULICMlY . 19. 2'PIPE STAND FOR NEW RISER . sway BRACE END
CALCULATED TD DELIVER A DENSi1Y OF: _ _I
YY11 I ' I 0.38 GPM/SQ.FT. OVER 2400 SQ.FT. 0 / tt .y> ►T, I OOD FAST
I w i ¢} I ¢� (: I (� I i FIE I EARNESTIMAGES2 l^1 _ 13 -` WATER FLaW DATA: aAr .
se , ! 4h.Y �'1! ' LY t. t y I y 1 1 i r - .,r..
`r✓ _
_T-_ _ { t 1 1
__ _ _ � � ��� 1� STATIC: 105 PSI SPRINKLER Pig'
I T�---: -- --5.� 1i .r:!' li 17■ ._. -� ■ �� _, 'I��1 +{-� _ - . ':R:. _f _�;�:1 • ,� i � +- ,r,,
CJ E ' / t 4 i """�7► RESIDUAL: 98 PS! ,i__, I I I i I I II 1I
�, -a cPM FL(TYYIN6: te8o GPM SWAY BRACE LONGIT IDNAL
( , I I { y� I ( I ( '� i ,= DATE: s iT t3 ' 1
' LOCATIO /t EKHVtFA WOOD BEAM R. JOIST
i - ....� ; ! 1 I 1 ► 11 i _ 3- a TIGARD QRE 1' •
• I I I IuI I c� i , , t tl;r I WO : atY OF TQ 1 I "- I - . ,qj ,J _ ,7 � A *I ._- ia :, 'C 2 2
_ - OF
N.
'.L ..� .� rrr..r, s w,r.nu' �iw:i f. ,tis` 1 � I/M� �Iwj' � our yl,
•6-6- -f - Z-- ` SYSTEM a ! BASTE RISER G`�'I'"�t►dF'1`x }
r, - -i - - R]�VIB`�'SD F08�OD�B COPY.tAt1�C'
' if s ONE OF A�FLUME I y ? i' RACK STQRAG t 093.4 GPM 0 7Qa PSI
1 . S62 of + rT /llpPra��t
s ALB 1 BO►D 18 ,, F : -. Boa 16 III EASING S1A8 ON GRADE OTC, I
D / , LIB '
_-.
e FE I sB1 �, mil D a ,� -,...41-- re,ra�dt i • .-
I 1 2 2 I I • 1 1 ' I I{ ! 1 - 11 , 23 1 COI. DETAIL a /sue w • ,.
N. (3.. �,_... __..:, ' F. _ _..„...... a.'. _._..J.- r, , `.• 1 .,,'fr r' r.ii : ",I _ 6-II- - _ , , 1 __ V ': ' . Suite* `•
r 1 ! �t - I L_ lige, 1 1 .r?vAll � � .- . i iR !
i
VIE AT 15'-4f BEYOND t AREA ,I I. '
'''' NFPA 13.12010 BRION ' 123(1), 1 ! A.Y..... L... ' .S 1. I ,..... ... , . ._.I ......� ...... >. 1."1. ROD TO BE LESS THAN 8 INCHES
I . . �. . I IN LENOTtI AND SWIU. NOT REQUIRE If
y c x SEISMIC BRAG M PER SECTION 9405 Vim`
I ( i I i 4 i Lti I I i `OFFIC COPY 1• 0(� i, 1 i 1 1 I` I i y I (] -�y C�(}7 (�1!,_,
'L..- � '. - - � r1• w `lI!: • � iii.�1 ._ :' I : ,X11 :=�'1 "' 4J `"i ""'`i •
1 W
rn I I 1 I I 1 I I �'I I I ry � [� �1 '
I EXISTNY9 ROOFIIp oN 2x SUB I INS EXSF IIR1IFfR IIIAN REWEI ' 1 ! ,� i o 1 S! BoD 1 I Ill I ty
rNOwORKITIIssIJAI I I I i I _ _
i I I I �_ U 11 ui Ll LI ll u -�
, i I 1 I r I { NEW SPRNKLER II
_-- - 1........e........_ilpc.u,
=: -, i I T • . _ ' I]E>$O• FlRE MAIN
EXgSTiIG BRANt:H LINES TO REMAIN IYP: 1 x x �a x ,
e . ...........,........, 36 GLS
36TGLB f : NEW UPRIGHT SPRIIA((LER L.WI EXISTING SPRINKLER BRANCH LINE
MilCOSTING SPRINKLER MAIN NEW BRANCH UiiE T1Rc#ASING WALL ., •+% T�2/ . 2 . Pi! „ ., ,, . n , . . , _ , ‘ 21 t '( .J„_ ,_�.. - ..1 - _ _- .. , ...•.... ........... D. , „.., 'o'"1 R," wart,.4.. I1i i. ,i u.,, , - ._._ ..-,.,... i ...iv:, ✓ rflor• ._d, IM W RACK STORAGE � �I
ell 2 REspopfsE COSTING x - STANDARD { /
"' . TT1 REMAN I BoD i ;OD
Tim AREA i COWMN
L I L I I I I i I m -----....... SLAB ON GRADE
► 1 1 1 1 Y , 1 2 1 14r1 2t 21 :.
"`, (?-.- ..._-_., .(-_ ...,..,-_..., - -- _ 1 - - -- , :P"�" a,l,I. - 'ter.' - - , --. ' S
. . ! ,A ..._:'I.IP"- ..-fir � !R
[ I EXISTING UNDER ! ! 1 ! I , I y ' ! p � �..
in I GROUND PIPE SHOWN L ( �- „� •a i ,1 MI. NG SPPROGERS N ;,,,t'>i
FOR 4 ° I , AND PLUG OUTLETS I t ,:.
PURPOSES ONLY ` '
• i 4 . + ':� i3OD6 ). 1
BUILDING SECTION
. 1 _ �� . s - ii it I .a SCALE: 1/I '-1'-0"mt OD
G «I..w'I.r 1 A .4,1‘-c---s?I i 1 x
L .-... Oa..I:U. L►+ "" _ 2 AREA OF WORK c
I 50'--VLF . -._..,.-----e ----_.- --e _- : ' . ,. _._. ._ .,;''_,-`4ae 3-6 - 170147 4 -- . 0... , _ : --6-,$ - ARC,`I - , ; I ►:_ ,
6 ;CD "II
• !i.. I 1 i , 1 ( 1 I 1 I P.Y , ..
g g !_l V yr 1 • vi ' „ , . ' , , /
`� SP ER 1 K
R Nlr PLAN * . , . ,
SCALE: 1/8"-.1'-O"
GENERAL NOTES. DESIU+1 CRITERIA AND NOT REVISIONS SPRINKLER HEADS CONTRACT RAMS
L JR MERIT TO PROVIDE LABOR AN0 MATERIAL TO UPGRADE ARE SYSTEM FOR NEW IMO(STORAGE FOR EXISTING TENANT IN •' JR
L au MATEWAI.AND EI�IJl1�AENT rIS�NEW AND UFElERVURiT!ERS ® Du4TE � SYMBOL � ' n+IF1�avMOO�I.:. . .. . ���: .; TEIiI� 'FINISH CANOPY rxxrr EARNEST I I�I�AkGES E R U T INDUSTRIAL RS
E PIPING DIMENSIONS ARE CENTER TO ONITER EXCEPT RISER iV DIMENSIONS EXIIrrTIN6 sLlrLaaNE�.
2. OgST s INET PIPE SPRINKLER SYSTEM IS HYDRAULICALLY CALCULATED TO DENVER A DENSITY OF QS GPM PER SO FT - RACK STORAGE
SHOWN THUSLY A•ET WHICH ARE IiND TO END. RELIAE#.E ME7DtS.I3Xl S/4 Eft !i BRASS MIA 81
�. BRACING SHALL US PROVIDED IN WITH NFPA 1111111111111111111 6`777 SW BONITA ROAD-SUITE 100
OVER MOS SF FOR ORDINARY HAZARD GROUP IL 4606 NE 5 h DRIVE
W.Bolo EMTIOIN. 3 EXISTING ARE SPRINKLER ER SYSTEM PIPING AND SPRINKLERS 10 REMAIN N U.M.O. •
4 PIPE KIANEERS AND IYFlTHOO OF HANGING TO as IN ArCX ORDANCE WiTH ALL EXISTING I/a SPRINKLERS iN THE AREA OF RACK SIYIiTEM UPGRADE TO BE D?EEAOLIStiED AND PLUCKED AT WHIT• TiGARD.OREGON 97224
VANCOUVER,WA 9Q6EI#
NPPA D,11010(DITIOH. S. NEW ARE SPRINKLER UPGRADE DESIGN ORITERIAs
OFFICE 1160 -2474
E.PIPING SHALL MI IN ACCORDANCE WITH NFPA 111,11010IDIT M - SINGLE AND DOUBLE ROW RACK STORAGE Or CLASS MV OOMMODRY UP TO SIFT WITH OFT Ewes OR GREATER WITHOUT IN IIIIIIIIIIMIIIIIIIIIIIIIIIIMIIIIIIIIIIMIIIIIIMIIIIIIIIIIIIII IIIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIIII coNTRACT`VVInir. .
E.JOINING OF PIPE AND'mimes.THREADED AND WEND SHALL BE IN RACK SPRINKLERS PEi!NFPA 2010 EDTTIOW.SSECT1L1I11E aL ..
OREGON STATE LICQNi3E NO. I237313
ACGaRDANOE WITH NFPA U.RO!o IDmON. - :FIRE SPRIMIG�ER PROTECTION TO WEND BEYOND OW RAUB STORAGE AREA PER SECTION*I EARNEST IMAGES
E83
7.OWNER TO PROVIDE ADEt1UATQ HEAT TO PREVENT WATER IN PIPES FROM - SYSTEM UPWIADE HAS REIN HYDRAUUC LJLY CALCULATED TO DELIVER A DENSITY OP OAS GPM PER SO FT AVER 2400 SF 11.11111.111111111
PREEZINE IN AREAS PROTECTED SY A WET PIPE SPRINKLER SYSTEM. USING FIIP.URE 142132CdL„CURVE'E (HIGH TEMPERATURE SPRINKLERS),AND APPLYING AGURU WIRDIAJ CEKJNO SPRINKLER 6777 ) BONITA ROAD SUITE
a STRUCTURAL.ADEfl JACY OF THE BUILDING TO SUPPORT THE,SPRINKLER DENSITY VS STORAGE WIGHT DENSITY ADJUSTMENT OF ESE%FROM A DENSITY OF 0.47 GPM PER SO FT OVER 111400 SF. ® TIG'ARD,OREGON 970Z4
PRIMING IS THE RESPONSIIlILfrY OF THE OWNER AND/OR HIS STRUCTURAL S EXISTING STRUCTURE iS COMBUSTiBUE CONSTRUCTION. ® 1111 ' • 11111111111111111111111111111 CONTACT:Al.SMITH DESIGNER " DATE JOS NO. SHEET
REPRESENTATIVE 7. • ALL NEW PIPING TD OE BLACK SCHEDULE 110 GROOVED END PiPE AND SLACK SCHEDULE 40 THREADED END PIPE. H
TOTAL THI19'S earn EMI PHONE:!S 4599 r SAMPSON ri 31= i OF I