Plans (17) BUP2022 -00048
SHEET NUMBER
THE P.E.TO
HE STORAGE RACK
HEREIN ��eeo PRO
\ e PERTAINS TO THE STORAGE RACK COMPONFNT6
ONLY.ALL OTHER COMPONENTS ARE OUFSIDE S
THE SCOPE OF WORN OF THIS CERTIFICATION V
OFFICE COY 5 � N FFA
CITY OF TIGARn. E N HAO Digitally signed by �, y
REVIEWED FOR CODE COMPLIANCE ENHAO ZHANG 1�98752 PPE r
Approved.
ved:�/] ZHANG Date:2 208'006 �yYY R060N�
Q`ou6m.N.6�T%ar9Xc: �ry
PernikQ 18ER Ara' SHEET: 1 OF 1
t„r�ao�-ot�n y52
Address:
.Suite#: �� j �= 00 '7 r•`
�1�— EXP,RES: � A O ZH �G
' BYt TS7� DatcS
%06 NX96 N%96 " XM N% 96 N X96 NX98 N X96 N X% NX 96 NXa6 N%98 N%96 6'-0” NX 96 NX98 NX96 N X% NX% NX% N X98 H X96 N 06 N x NX96 NX98
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o ❑ Concrete and RFXinforcing Steal
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SELECTIVE RACK I 3 3 s w
O 44" x 20'-0" UPRIGHTS 1:3 High.,, K
4" x 96" BEAMS z P7❑ stn,c,< � W �
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C 88" PALLET RACK
O 00
O44" x 20'-0" UPRIGHTS s z
4" x 96" BEAMS
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44" x 20'-0" UPRIGHTS x x - II x x- II x x 0-
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4" x 108" BEAMS ___ _ 11 � o z
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RACK ELEVATIONS o o a m
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SCALE: 3/16" 1' N a ¢ w
= -0" 0 0
PLAN VIEW DRAWING NUMBER
SCALE: 3/32" = V-0"
1B 21 GENERAL PROJECT NOTES
3 J GENERAL RACK CONFIGURATION 1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC,ASCE 7-16,&2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA SS = 0.863,S1 = 0.394,Fa = 1.155,Fv=1.900
Ip = 1.0(NO PUBLIC ACCESS),Sds = 0.665,Sd1 =0.499,OCCUPANCY CATAG.II
SITE CLASS D,SEISMIC DESIGN CATAG. D
" HORIZ. 3. STORAGE CAPACITY:
I TYPE A,C,T= 4000 LBS PER LEVEL TYP.
3/4" I I3/$x I BRACE 4. ANCHORS : HILTI KWIKBOLT TZ ESR#1917,OR POWERS SD2 ESR#2502 Z
OLUMN AS USED IN CALCULATIONS OR ICC&ENGINEER APPROVED EQUAL. O
1/2'0 x3-1/4'MIN. EMBEDT. FA-
OW
(2)ANCHOR PER BASE PLATE.
COLUMN \ SPACER SEAM 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.ANCHORS SHALL BE INSTALLED
1/8• TYP. 1/8' 11114" TYR PER ICC ESR#1917.
6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH,5'x 4000 PSI
7. SOIL BEARING PRESSURE 1250 PSF
II 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL
F1 11/40 DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50
CONNECTOR SQUARE CLEAR, LEGIBLE PRINT.
5 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
\ 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX
<\ ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED
\ DEPUTY INSPECTOR.
DIAG
BRACE-,/ 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18' BETWEEN TOP OF THE STORAGE AND THE CEILING cr
SPRINKLER DEFLECTOR. W
BASE 12.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION.THE Q
PLATE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
NOTES: & ANCHOR RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY
USE @ ALL S PACERAK SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. `
13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, INC v
COLUMN/BASE LOCATIONS TYP. OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES SUCH AS z
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: SPCRK FH-25 DESCRIPTION BRACING: HORIZ. & DIAG. IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON
MATERIAL 3/8'THK PLATE MATERIAL 13 GAGE MATERIAL 14 GAGE THK NOT A DEPICTION OF THIS PROJECT THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC.THE USER OF THE PRODUCT MUST �0
NOTES: NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE PRODUCT SHOWN HEREIN. IT IS r
STEEL YIELD ASTM A36, Fy=38,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BRACE LOCATIONS TYP. THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE
3 T PRODUCT SHOWN HEREIN. (�
14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR �J \
OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. X
15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER x
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: cz 1
a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. m
1/8' TYP. b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA l k9
1 112u _ BASE PLATE F.F. AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS,
1 5/8" 7/8" c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. O
d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY 6t
1" STACKED AND STABLE POSITION. Z
®\ — — — — e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
�
1 • I. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST a
1]�
POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. Z O
g.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE r
I
34/40 TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR
" O. L MIN. EMBED. HEAVY MACHINERY ARE IN USE. U
of
/ I 5/16"O SAFETY PIN I O RED PROp'F >
TYP. Al C G I N F�Q s/0 Q
7/16'0 RNET �- IN C N H AO Digitally signed by � 98752 PE
J1/2' ENHAO ZHANG ��/,A���/,A i
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Z H A N G Date: 2022.01.26 z
ORE N ,
NOTES: 14:05:10-08'00' Orw•^na•a p`y 3
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO iygER 1b� In
ENSURE REQUIRED EMBEDMENT IS OBTAINED. �G `0
DESCRIPTION 3-PIN CONNECTOR NOTES: DESCRIPTION 4' BEAM (SB406M) NOTES: DESCRIPTION HILTI KWIKBOLT TZ ANCHOR
EXPIRES024
O ZHP -- —.
MATERIAL 7 GAGE USE @ ALL SPCRK BEAM TO COLUMN MATERIAL 16 GAGE USE @ ALL SPACERAK BEAM SIZE 1/2' 0X3-1/4' MIN. EMBED. NOTE:
STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP. ESR# 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS. u)
TYPE A SELECTIVE RACK TYPE C SELECTIVE RACK TYPE T SELECTIVE RACK 6 W
W °` co
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--44'--� �- --44 �44
16gem i Be 1 B108r I 11 I I > Z 0
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Gwe Cwe
1 n 2 Jf 3 /4' r 41I/8"
�R TYP
1118'
2 r 4 3 2 r 2 r 4 3 2 r 2 . 3/1 L I I ' z
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4 3r 54" 1 1/2 11/20
12s
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1 1 1 1 5 1 5 NOTES:
22-0124-7
ji it
TT
- - = - _ _. .. .. .. .. .. .. USE (3) ROW SPACERS FOR DOUBLE ROW
FRONT VIEW FRONT VIEW FRONT VIEW SIDE VIEW SIDE VIEW DESCRIPTION ROW SPACER _ _ NOTES: SMD
DOUBLE ROW SINGLE ROW
MATERIAL 116GAGE ATTACH WITH (4) 1/2"0 GR. 5 BOLTS, SED 1 OF 1
DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570, Fy =55,000 PSI (2) 9 EACH END
r
' S Si
9 S A REMOVE EXISTING NMS.BE RIMIER DETAIL B 8
+'S
?2 2 2 M1' 2 2 2% rA 2 2 ~" 2 2 2 ?�
EXIMMMO RSERTOBE ,
OWI®.VEE MGM DETAIL
4 M1
Fire Systems West
2 2 2 2 2 2% VA 2 z 2 z Z
+� ` 600 SE Maritime Ave., Suite 300
M1 9 M1� ~"
Vancouver, WA. 98661
7.10
a B-2
,T (360) 693-9906 Fax: (503) 289-2208
+M1� }
h �a WA CONTR LIC: FIRE-SWI-140-B1 OR CONTR LIC:020758-85
} 2 2 z ~" 2 2% 2% 3 2 M1" 2 2 2
t .
;—/DaDMrs®wl
P
2 2 2 m �' 2 2 rA m T" r!. 2 Z m M1 2 2 2 .
BPJMCHU�NOMTEDBY 8 eRAIOUIESi,Na(:AIEDBY . SPRINKLER LEGEND
w SOUI)LM 01BNR, SMDWETOIFBAM, SYMBOL TYPE MFG MODEL SIZETEMP. FINISH CANOPY TOTAL
A 11fi0YEA1DIBlACETNTE OMMAIDIENAMFM y
M1 TPPMMERREADSTY►. SPINMERIEMST" M1
?R� f� "+ QF . DEMO WA WA 314' WA I BRASS WA NO
2 2 2 2 2 22 2% 21 2 2 'T' 2 Z Z ?
• JESFR-171 TYCO I TY7726 18.BK 185 I BRASS WA 800
TOTAL
NKLERS SHOWN ON T14S SHEET 400
e , . TOTAL SPRISPRINKLERS REOURED ON THIS CONTRACT 800
m a 0DASHED LIKE _
msTINGrMMN 90"TESPff . SYMBOLLEGEND
2 2 2 2 2 2 2 2% r4 2 2 2 2 2 2 TOROTAN TO BE RENOYED ._
. , —---. APPROX.LOCATION OF SPRINKLER PIPE TO BE DEMO'ED
1 APPROX.LOCATIOWSIZE OF SPRINKLER PIPE TO REMAIN
LOCATION OF SPRINKLER HEADS TO BE DEMO'ED/REPLACED
m
QF A Yh ,9 +`�� QF REKACE W RED.COIPLNG
z 2 Z M1" 2 P 2 rA 2% 2 }2 2 2 2 X11'COIPLNG
ABBREVIATION DENOTES
Al L DASHED LINES TO , ALL Mua®LNES TO .21 FF ABOVE FINISH FLOOR CENTERLINE
BE 090®,TYP. 4 4 EmMOEn,TVP. BOJ BELOW BOTTOM OF JOIST SF SQUARE FEET
1 +� BOD BELOW BOTTOM OF DECK OC ON CENTER
1 1 tw 1 1 1X 2 2 2 I M1 1 1 1 1 I M1' 2 2 2 1X 1 1% 1 1 1 Z.O.I. ZONE OF WFLUEt CE TYP TYPICAL
Aw GENERAL NOTES
1 I
VALVES TO RANGE A.F.F.�+•
1.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERVYWfERS APPROVED.
2 PIPING DIMENSIONS SHOWN ME CUT LENGTHS.
3.EARRIQUAI(E BRACING SHALL BE PROVIDED IN ACCORDANCE HATH NFPA 13,2010.
4.PIPE HANGERSAND METHOD OF HANGING SHALL BE PROVIDED IN ACCORDANCE WMM NFRA 13,2010.
5.PIPING S L SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2010.
1 1w 1 1 EXIBTNOrnfE 6.JOINING OF PIPEAND FfIDNGS,THREAOFDAND WENDED SMALL BE PROVIDED WPGWRQANCE WITH
{i ------ ------ ------ ------ ------1'�------ -----' -- -- ------ '------�'-- -- ------ ------ ------�--- -- ------_. ------_ ------� SPRNQ91S1PPLY NFPA13,2010.
i \ ]PROTECfFD BY VI PPE SPRINKLER SYSTEM. IN PIPFb FROM FREEZING W ARE1&
B.S RIXTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PPWO 0 THE RESPON91Bl1TY
OF THE OWNERAJ HIS STRUCTURAL REPRESEWpTNE.
1 1
PIPING NATES
��qo1 1 pI 1 1w 1 1% 2 Z 2 — M1 1 xScxx 1 1 1 M1 2 JJ�pI 2
5�------taT-------pr------ ------ ------ ------ ------IY-- --�N------�1 IDT------SW'-- --�1------�t--�--- ------ --- -- ------ ------ ------ 1.ALL PPE T-S TO BE GROOVED BLKSCHEDULE IO PIPE WMIEIDED OUTLETS AND GROOVED VICTAULIC
FDTNG3 AND COUPLINGS
1 .1
NA 8 B RISER DEMO DETAIL DESIGN NOTES
SCALE:1?=1'-P A RISER SHOWN,AA B TYPIGL t.DESIGN PROVIDED INPCWRDMNCE WITH NFFA A MIOAND CONTRACT DOCUMENTS.
1f+,1 2.ESFR CLASS N.BUILdNG HEIGHT 3O,25 Mol STORME
1 1 1 1 2 �t i 1 1.r WAFFER BUTTERFLY V VE WRAMPER,DEMO.
Sat'------NOT------OT------>OT------ ------ ------ ------ -- --�t------fit 1L'r------RST-- —.-----�Y------SLA------ --- -- ------SCS------�tR------ZOI 2.R RELIABLE MY PIPE INLVE.DEMO.
1 1
1 ml
1 1 1% 1 1X 2 2 2 ~ 1 1 1 1 M1 2 2 Z 1X 1' 1% 1 1
1 1
I ml
1 1 1w i 1% Z z 2
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1
ALL DAM LIES m
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Do A71 1/71
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NO. DESCRIPTION DATE
CONTRACT NAME:
B FIRE SPRINKLERDEM?PLAN TIGARD DISTRIBUTION CENTER
(D_§UlILQING'A&sCALlr ABUAINGBHOWN,ASBTYPGL BUILDINGA&BKEYPLAN
N BUILDIN EY PLAN 8005 HUNZIKER RD.
EXISTING RISER LOCATIONS 8 TIGARD, OR
FIRE MAIN SERVICE ENTRANCE,
SEE RISER DETAIL CONTRACT WITH:
DEER MANAGEMENT GROUP
4800 SW MCADAMAVE., #120
TIGARD, OR 97239
CONTACT: JOSH HAYNES
EXISTING FIRE SPRINKLER BUILDING A=TYP. EXISTING FIRE SPRINKLER BUILDING B=TYP. Phone: 503-7848187
39,650 SQ. FT. 39,650 SQ.FT. DRAWING TITLE:
ESFR CLASS IV, BUILDING HEIGHT 30'25'STORAGE ESFR CLASS IV, BUILDING HEIGHT 30'25'STORAGE
FIRE SPRINKLER T.1B
DESIGNER DATE JOB NO. SHEET
B.CULLWANE 7/16115 1-114166 1OF2
■
■
00
■
Hre Systems West
■ EASING US FNEWMKUERSUPPLY MK MIMIN KM EMENLEONLr
600 SE Maritime Ave., Suite 300
A8 Vancouver WA. 98661
2 2 2x �� rA 2 2 z z 2 "'nA"°"I" '� (360) 693-9906 Fax: (503) 289-2208
♦------♦------♦----�♦--- --'♦------♦ ♦------♦------♦------ -1--- -----�-_- _-♦------♦ ------�'------♦�----♦------'�------♦ RETAINER STRAP
A3EXYINDRYEYTOE O eF WA CONTR LIC: FIRE-SWI-140-Bl OR CONTR LIC:020758-85
MODIRM BEE RSERDETAIL.
BEAM CLAMP
• ■ ALL THREAD ROD
2 2 2 ■�' 2 2 rh 2 2 ■ 2 2 2 HANGER
♦ RPI------♦______♦____-t♦--- --'�------♦ ♦'______�'------�•-----�'-y----�----�♦-__ __''______♦ ♦___---♦•------♦�----♦------•0-_____♦ SPRINKLERPIPE
Ell-
O � O • O •
■ ■
A
♦------�-------♦---- •♦ -- -- ------♦ ♦------♦------♦-------�--y'}M19--�-____-♦--- --♦------♦ ♦______♦______♦ •�"}M1 ♦------♦- IL SPRINKLER LEGEND
T 2 2 ■ 2 2 2x rA 2 2 ■ x 2 --2 -♦ SYMBOL TYPE MFG MOM SUE TEMP, FINISH CANOPY TOTAL
O ■ O O ■ [__--.- 0 DEMO WA WA AM' HA BRASS WA 8w
• EWR-17 WOO TRI26 16.BK 165 BRASS WA 800
■
■ }M1A ■ K9 ■ }M1ss BEAM CLAMP WINGER TOTALSPRIWLERSSHOWN ON THSSHI 400
z z z n■ti" z z
2% n��+ rA 2 2 m■q" 2 x z STEEL BAR JOIST TYR TOTAL SPRINKLERS REQUIRED ON THS CONTRACT ADD
------- ------- ------�♦--- -- ------♦ ------♦------♦------- ---.---- -----_♦--- --♦------♦ -------♦------♦r---- a------♦------♦
42
O ■ AUDMHEDFY18 O �ai81FT. ALL SASHED PPW O ■ SYMBOL LEGEND
■ TO BMW REPLACE � FSFK CLASS N,36 PBI PER HEAD TWEIM •RERACE ■
ALLSPIa1Ne1 ■ ALLZKVR STRUCTURAL ----• APPROX.LOCATION OF EXISTING SPRINKLER PIPE
,`9 xFAOB rrP. / 128!DB T/P. • 111! SUPPORTING ' NEW SPRINKLER PIPE,SIZEICUT LENGTH
x 2 2 ■ " - 2 T --- 2x ��� // _ x� __� �� //j T _ ■M1"10, ice 1 2 x 2 MEMBER APPROX.LOCATION OF NEW HANGER,SEE DETAIL
♦------♦------♦____ ♦--- -0------- ♦_____�♦__- ------f :_- �_ •�--- •;--.•.._�_'�, ♦______♦'-_-- ♦�----♦-------0---L- a AFCONIBFPM APPROX.LOCATION OF SWAY BRACE,SEE DETAIL
M1 9 / I
■ E2 Y
ADAPTER 1DB6
■ ■
ABBREVIATION DENOTES
■ "+M1� ,}M1A e� Qc �� �-51 ■ "+M1� FF ABOVE FINISH FLOOR q CENTER LINE
0_2--- -- ---♦--�--�♦--- --♦--- ♦ 0 - ---♦------�•-----�-� -♦-y----�'x--- ♦---?--"'�/j "� ♦-- 0- -0 2 ♦---�--♦---�--♦ BOJ BELOW BOTTOM OF JOIST SF SQUARE FEET
O F1 / I AFOONN UMV81 .. BOD BELOW BOTTOM OF DECK OC ON CENTER
ADAPTD F2 j/j j/ I ■ BRACE PIPE K',A
Z.O.I. ZONE OF INFLUENCE TYP TYPL
/
■,y+� 14 4 / I ■ +'ip 0.558DEG. GENERAL NOTES
2 2 2 ry 2 2 -- ZX ■�} OrA I - 2--- 2 2 2 1.ALL MATERLY NJD EOIPMENT TO BE NEIV/WD UNDERVMERSAPPRWED.
----- ----- ---- ----- ----- ---- ----- -----
�- �- �- �_-- --�- � �- �------�•- �- �_ �- �------� ••�- �- � 2FIPING OMENBIONS SIIOVMARE QRLENOTHS.
-- �F8 LICMB1 \rte AFCON SWAY BRACE
y--- I
i 3.EARTTIOUAKE BRACING SILYL BE PROVIDED W ACCORDANCE WITH tFFf413,2010
O �� COU CalPllq _ CLAMP 8410 S�NNW SHALL SWLLL BE PROVIDED IN ACCORDANCE WrtN NFR�C 13.2DNNFTq 13.2010.
p
740 .............. Mt 3,21
NEPA 0E RPEAND FRTIN0.S.THREIIOEOAND WF1AE0 SINCE BE PRONOFD W M.COROANCE WTI
7-7 T.OM 13. TO PRONUEMEpYIIE HEAT TO PREVENTII4AIER M RPE6 FRDY FREEZING W AREAE
gM1P `M1p SWAY BRACE LATERAL 10
S'H'AY PR°E° °BY"ETPPEB"" "�TSYBE"
M1+ ry+ +,� 8.STRUCTURALAI2EOIM(.Y OF THE BUILDING TO SLFPORTTHE SPRNIQIIt PPMG IS THE REBPONSIBBRY
2 2 2 2 2 2 2 2 2 2 2 2 TYP. of THE OWNERA]R TILS STRUCTURAL REPRESENwNE.
oe 11-1 o-s 14o-1 2-0 B2 ,-11 1t-1 eA 31 1-, 610 43 11.1 58 55 1-1 0.R 67 11-0 34 7-0 11-0 T-2 8-11 2a 6B 14 9-5 11-1 Oa LONGITUDINAL I-BEAM
I I PIPING NOTES
BDD.•Wmr 1.ALL PIRE T�TO BE
B.OD.•29'5' I I M2 FRRNGSMD CWPUNGSROOVED fiIK SCHEDULE/O RPE WAAEIDED WREfSAND GROOVED VIGTAUIK
w " x
AD.
ALL SOLD INEaxEN I I B.OJ.21P70
NN BAJ..2i.v I'm TYP.
2 / 2 2 STRUCTURAL
SUPPORTING � DESIGN NOTES
MEMBER 1.DESIGN PROVIDED IN AOCOROANCE DARN NFA 13,MIOAND CONTRACT DOCUMENTS,
MI I I y ADAPTER IBE \ 2 ESFR CLASS N.BUIIpNG HFGHT 30,25 MAK STORMaE
9 x ( I I I x 336
WATER FLOW INFO
O1 I I I I BUILDING AIB REMOTE AREA#1
I I SOURCE CITY SUPPLY
ViATER DEPT.
2 T x \ REMOTEAREA o llc eta wNUN aRD svWUL
4 n STRID L m
LOCATION: NEW GRID BESIDIALL:taz Pal
N i 48 AFCON UNIVERSAL STRIICT, FLON.1555 GPM
4 I \ ADAPTER W76DT7 NUMBER OF
BRACE RPE SPRINKLERS: 12
2 45fie DEG. DESIGN DENSITY: 35 PSI HEAD
\AEGON SWAY BRACE AREAOF DISCHARGE: 1.190 SQ.FT.
O�
K4 M3 1DD1A20
n n a REQUIRED FLOW: 1246.0 G.P.M.
PRESSURE REQUIRED:
2 2 2 SWAY BRACE LATERAL SWAY TOTAL FLOW @SOURCE
-BEAM TYP. INCLUDING HOSE
J U - ALLOWANCE: 1496.0 G.P.M.
L/ B.OD.-2rr L6 i
NB.011..2rr 8.09.-2fY
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w BAJ.•2Y-18 FIE NAME: REMOTEAREA#1
PNMG 7VP. 25'4T'AF.F.
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2 2 2 2 2 2 I 2 I 2 2 2
66 11.1 95 1-8 9.1 2-0 .2 1.11 11-1 8-0 31 11-1 6. 0 4.3 I1-1 58 5.5 11.1 4$ 6.7 11-1 3< 7-9 114 2-2 611 2-1. BA 1-0 9b 11.1 04
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eq} qq BUILDING AB REMOTE AREA#2
P n d d
n
YM W4
REMOTEAREA
2 2 2
LOCATION: EXISTING TO RE
NB NUMBER OF
O113 6 SPRINKLERS: 12
w R
w DESIGN DENSITY: 35 PSI HEAD
2 ,2 2 .. 2 AREAOF DISCHARGE: 1,180 SQ.FT.
Y O�j M YK 1254.5 G.P.M.
REQUIRED FLOW:
v
MM 1 PRESSURE REQUIRED:
♦ _ _
Y TOTAL FLOW @SOURCE
.' INCLUDING HOSE
2 x 2 ALLOWANCE: 1504.5 G.P.M.
W
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REMOTEAREA IN
FILE NAME: REMOTE AREAi2
2 2 2
O5 "�A17 REVISIONS
EBFR ClA88N,.PPSIPERIFAD„■BaP0 AS-BUILT 8/28/15
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D� NO. DESCRIPTION DATE
& B.OD.•2r.r B.oD..2r4' I �,�B.D9..26'5• B.0D..1P$BAJ.=2C-10 CONTRACT NAMEA1L801DIREBNELVY° �'YP � p ` FF rFaUn 2 U2 M1' 2 L" 2 IAN 2 L15 LN 2 J7 2 n 2 IM 2 UIP IMP2 2 UHI U1 2 ``�® 1; `7'-0.
o-0 11-1 93 1.8 610 3 1.9 9@ 1.11 11.1 ea 31 11.1 610 43 11-1 5-0 56 11.1 ab 67 11.1 3.4 70 ,1.1 2.2 611 T4 2.1 6+3, 1.8 % 11.1 66 r�� O FZ.W.�MPOMr 8005 HUNZIKER RD.
Y u TB j�f TIGARD, OR
221-6 rXr RPE STAMO
WFLOORFLNIDE
CONTRACT WITH:
DEER MANAGEMENT GROUP
&B FIRE SPRINKLER PLAN 4800 SW MCADAM AVE., #120
(D�B�UIL�D�11N$'A A WILDING SHOLhN,A a BTYPICAL TIGARD, OR 97239
CONTACT: JOSH HAYNES
Phone: 503-784-8187
(D_&?1'FI%A 4BRISER DETAIL DRAWING TITLE:
A R21R BWIAINAa BTYPIGL
1.r TYCO BFV-N GROOVED BURERFLY VALVE W/fP/APER. FIRE SPRINKLER T.I■
2.r POTTER VSR VANE VOMRFLOWAIARM SWITCH WIRETARD.
3.7 FPR FULL PORT BRASS BALL VALVE FOR MAIN DRAIN.
4,FPR PRESSURE GAUGE KR W212P 3 MY VALVE AND PLUM.
DESIGNER DATE JOB NO. SHEET
B.CULLINANE 7116115 1-11.1166 2 OF 2
CODE SUMMARY FIRE & LIFE SAFETY LEGEND
BUILDING CODES:
2019 OSSC > > DIRECTIONAL PATH OF EGRESS •
GENERAL BUILDING DESCRIPTION: PATH OF EGRESS • . .
CONSTRUCTION TYPE:111 B
NUMBER OF STORIES: 1 ROOM/SPACE SUMMARY
SPRINKLED:YESROOM NAME
OCCUPANCY GROUP:'B'OFFICE,'S-1STORAGE ROOM..w-� •
NAME ROOM NUMBER
EXITS: RM#: 1 OCCUPANCY CLASSIFICATION
OCC: R
APPROXIMATE AREA OF SPACE 80,390 SF AREA: 864S ROOMAREA
OCCUPANT LOAD FACTOR: 100/15/150 - B,300-S-1 FACT:
NUMBER OF PROPOSED OCCUPANTS:338 TOTAL LOAD: OCCUPANCY LOAD FACTOR f I u e n t ;J es i g n
NUMBER OF EXITS REQUIRED(TABLE 1015.1):2 OCCUPANT LOAD
NUMBER OF EXITS PROVIDED:51")SE PovM
PaMVW,oRDmv>mz
MINIMUM WIDTH OF CORRIDOR:44" ®� EXIT SIGN WITH EMERGENCY EGRESS LIGHTING.
e Enoenwemaml�pm.mm
MINIMUM WITH AT EGRESS DOORS:36' SOLID QUADRANT INDICATES LIGHTED FACE;
LOCKS 81 LATCHES(1008.1.9.3):WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN ARROW(S) INDICATE DIRECTION.
EXTERIOR DOORS,THE LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED
AND SIGNAGE PROVIDED STATING THIS DOOR TO REMAIN UNLOCKED WHEN OCCUPANT LOAD AND DISCHARGE DIRECTION
BUILDING IS OCCUPIED.' INDICATOR TME:E MAW. ANTE rcorERn esn„eaoar,N
AND ARE NOTTOPEREPgOCIK:EDWANYA NNM
E%CE WITHTHEPRIORWRRIENAPPROVALOFRUBfr
DESIGN
TRAVEL DISTANCE: 1964"
MAX ALLOWED:300'
L
- - _ U-1
- -
KITCHEN ■ ■ ��� ■ ■ ■ ■ ■ ■ 5 w r
RM#: 120
OCC: B Z
AREA: 495 SF /r 'x p
FACT: 15 \l
LOAD: 33
30
(E) WAREHOUSE g
RM : 116
OCC: S : Forklift
AREA:37,846 SF
FACT: 300 - -
LOAD: 126
- Forklift
(E) WAREHOUSE TRAVEL DISTANCE:224'-6'
RM#: 115 MAX ALLOWED:300' (E) OFFICE
OCC: S (E) BREAK ROOM
AREA:38,081 SF1 RM#: 112 RM#: 114
FACT: 300 OCC: B OCC: B
LOAD: 127 AREA: 139 SF AREA: 403 SF
FACT: 100 FACT: 15
TRAVEL DISTANCE: 167'$' TRAVEL DISTANCE: 165'-0" LOAD: 1 (E) MECH.ROOM TRAVEL DISTANCE:91'-9" LOAD: 27
MAX ALLOWED:300' MAX ALLOWED:300' RM#: 113 MAX ALLOWED:300'
e OCC: B
AREA: 67 SF
FACT: 300
Q&A LOAD: 1
RM#: 121 68 68 68 d
OCC: F(E) RIR (E) RR
AREA: 710 SFEL ❑ I U
FACT: 150 T
LOAD: 5 E) RRii o
Nil [N
(E) KITCHEN
(E)OFFICE (E) I.T.ROOM
CUSTODIAL SERVER \tROO
ER M 1 (E) RR RM#: 110 RM#: 111
CLOSET ROOM 2 OCC: B 11 RM#: 11 M 118 117 AREA: 72 SF OCC: B OCC: B <
OCC: OCC: 1 Sl FACT: 15 AREA: 207 SF AREA: 145 FAREA: 3 SF AREA: 54 SF 56 SF LOAD: 5 FACT: 100 FACT: 300
FACT: 300 FACT: 300300 LOAD: 2 LOAD: 1 >
LOAD: 1 LOAD: 1 1
� W
(E)OFFICE
I
RM#: 103 C)
68 o
AREA: 135 SF
FACT: 100
® LOAD: 1L _ oN� C.4
(E) OFFICECD
_ cD
RM#: 102 < o
T � N
co
(E)OFFICE (E) OFFICE (E) ENTRY ROOMS 106 SF N Z w o
M#: 1 M#: 107 RM#: 101 FACT: 100 CJ CJ 3 w
OCC: B OCC: B OCC: B LOAD: 1 Z Z p
AREA: 128 SF AREA: 182 SF AREA: 169 SF p
FACT: 100 FACT: 100 FACT: 100
LOAD: 1 LOAD: 2 LOAD: 2
I
FLS
FIRE,
1 FIRE, LIFE SAFETY PLAN LIFE SAFETY
3/37•=1-9 PLAN