Plans (2) l
FOR OFFICE USE ONLY—SITE ADDRESS:
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Transmittal Letter
T I GA R r) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Tom Hochstatter DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: Kevin Epeneter MAR 3 1 2021
COMPANY: WPI CITY OF TIGARD
BUILDING DIVISICr ,,
PHONE: 971-205-9574
EMAIL: Kevin.Epeneter@wpibuilds.com
RE: 11600 SW 72nd Ave BUP2019-00343
(Site Address) (Permit Number)
Tigard Triangle(Bremik Construction,Inc.) ' 702, 41--4,, `W„i,J„tet1
(Project name or subdivision name and of number) (J
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. 2 Engineer's calculations.
2 Other(explain):Engineer's shop drawings(2)copies
REMARKS: Tom,I have included(2)copies each of our shops and talcs for our interior light gauge framing for your review.-Thanks! -Kevin
FOR OFFICE USE ONLY
Routed to Pe r it Technician: Date: Ll//0-) Initials: j>
Fees Due: ►a Yes No Fee Description: Amount Due:
Special
Instructions:
Reprint Permit(per PE): ❑ Yes _1 No ❑ Done ���
Applicant Notified: C� -) _ Date: 4—f/ i /j, Initials:
OFFICE COPY REVISION DFF CE COPY
2 �� 0 3y 3 cj - jc-_, Z) REV ED OFFICE COPY
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COMMUNITY DEVELOPMENT PARTNERS
72ND & BAYLOR INTERIOR SHOPS
TIGARD TRIANGLE PROJECT NO. : 20 1963
TIGARD, OR 97223 ISSUE: 2021 02 25
OWNER ARCHITECT STRUCTURAL ENGINEER GENERAL CONTRACTOR METAL STUD FRAMING EXTERIOR METAL STUD
COMMUNITY DEVELOPMENT PARTNERS SCOTT EDWARDS ARCHITECTURE,LLP ABHT STRUCTURAL ENGINEERS BREMIK CONSTRUCTION CONTRACTOR FRAMING ENGINEER
PORTLAND,OR 97221 PORTLAND,OR 97214 PORTLAND,OR 97209 PORTLAND,OR 97214 WESTERN PARTITIONS,INC. WESTERN PARTITIONS,INC.
WILSONVILLE,OR 97070 WILSONVILLE,OR 9707D
CONTACT:WENDY KLEIN CONTACT:DAVE MO11CA CONTACT:RANDALL TOMA CONTACT:BOB TRAPA
372 TEL:347.218.024Z TEL:503.226.3617 TEL 503.243.6682 TEL:503.688.1000 CONTACT:KEVIN EPENETER CONTACT:GREG MECUR O
TEL: 971.206.9674 TEL: 971.264.8766
26055 SW Canyon Creek Rd WilsonHlle,OR _
(503)620-1600 ww.v.wpibUilds.cam
SIP ` v MTEFIORFRMING WERE RIM AD.•MGIIRE-URALCRANES WF'I
A001-NM HEET TYPE KEY
IDNAl SHEET NUMBER KEY --
SECTION.A A.T-ALTERNATE
0FXFRII RFeIIIBFMFXT6 ARCH.MOINEC'S'ARLMIECTIRN. (Na to be Cover Sheet.
wCkelafterCW Project
ion is comp/etc' ifiWS GIN Canyon Creek Rd.W1lsmvme.OR
aammo Code 1011 Ow Smelly SMMmra'CMe2SSq BM.BEAM General:Corer Sheet.General Notes.Project Data on„eao-lrao NAN/ectcrosm.„
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' DESIGN ACCELERATION.Es ORS OIAG..DIAGONAL
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NOTES FON SIZE 6 PTO
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READ-REWIRED OWNER
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SELIIOX A) S.O.•STRUCTURAL DRAMNOB PARTNERS
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SOSTEEL
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3 Rams/'15LO Senn'.DUS OR-ICC ESR.1793 TO.•TOPE
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N'IIH.UhTNM THIS DOCUMENT CONTAINS INFORMATION
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SCALE: AS NOTED
DRN BY. OK
:CHK BY. GM
PROD.NO.. 20.1963
MS.DATE 2021.02.25
•ISSUE
INTERIOR SHOPS
TOLE
GENERAL NOTES&SHEET
INDEX
SHEET NO.
7n nl
C ' OESIONIW➢= 50 PEWU LbgI®uLE-N1EMgv eArtnlxwS M9%DERECTIDN- L'NB DESINLOAD= 59PSf KwWEnIxGbCIEV.Af IxIEIeDR IIAX DEPICTION= L'240 UJIFill
NA%WALLXE DHT MAX SPACING BRACING OPENING STUD LAMA HEADER PAPER SENILE
NAP WALL NE / ::CT CreekE
SNOOFPIx TOP TRACK 'MO1N DEPTH SIZE PKTIB, SIZE YSLIN:WS —CONCRETE SIMPERSER 25055 SW Canyon Rd.Wilsonville,OR
IFT9A`, Uxl COMPOSITE NLNLdIPFULL" NOMCOMP®16' _
PA'PER SCFFDALE112MINIX 2:DIED
162 362E1251 3R 36211FA-03 (SD316]d�I60R .WNmlesai
358 II Y2\'E1251S 36TVSRSIS 362V511S15 362CSi2S01B X-Y 100 WM5115-13 27 109115033 / E3OCTEEAMBS
' N 3622312521E 362251251E 363E12518 i 362615125018 600 60E512513 LR dMI12543 OEFLECT10N TRACK PER SCHEDULE
IE 4011118125.15 1092512515 1002E12515 401C1125218 123 362 3622512633 ZR E2120042
104 d' 4'1' ME 100E1E33 2R IMLMd3
N 400V5125.15 400V512515 4WV5125.18 100C5Tffi16 — --- - I
650 80M511533 2R EIDER ..
16 [WYAt151S 6WVSRSI5 600V912515 600CSi2 16 5b WC 6002312523 22 EFIE0-61 10
5 N 5E0E125-15 6002511515 600E12518 60005220.16 363 262E12533 2)2 32E0033 i
11
16 3E2E125.15 362E12515 3622512518 36225229016 33' 100 409115125.33 212 400120043
3 97 21 36N51315 361V512539 362V512530 362CSi2FT39 6U0 60M512533 2R m6T30043 1 IA SCREW EA 90E,TIP
11'd S-0' N0..._ 601V512S33 .- ii;0� ErLE4 FER 5LH:DlLE L1
IS 9E25125-15 10E512515 400E12S15 100661250--18 11
j��41 \
1'S 1 N 400E1E15 OM5f25218 106V512S18 10E512E18 602 60]V512S33 22 00i100J5 I \ YEN_SHEATHING PER N6H
16 6E15125'5 WUV512S15 6WV512S16 5000512W18 •
•
6 24 6NVS12:'5 E00V51b18 600V5125I! 6006512561E N2_ 422W"531 � II 1ITX11/PX13 MA 1L=51U0 DEPTH-1R'
• 3L2' 100 4002E125-33 212 I 100i12561 WI SOWS PER NOR SOMOULE EAIEG
1E 3E225115-5 336512530 3622312530 362E12E18 600 6E2512522 22 600112551 '
3 MB' N 36215125/5 362US1E3p 362E12530 36E5125518 13d N2 36P516233 2R 36Zf2W51
16 4:0'J513E15 400V5125.8 d00E12518 101D0T2B.1B C.P. 400 IATI511533 2R W9TTBL51 -
6W 500E11533 2R 600T20054 121- 5
13Lp Y 24 10412515 1000012530 4002512530 103020125010 57 600 6036511543 2R 65020066 221 N
16 6102432135.15 9300512515 6031/5125.18 00E5135613 362 363 E12633 2R 3521150.51
6' - 5,7 900 900518233 _2R _ 400115654
N 6NJS1P515 809VS12518 0JVSI3516 6000512018 .2E03 60D6S125S1 2R 8011A6
16 162E12515 162E12E30 3621512530 3626150250-15 14W 362 36E16233 2R 362293--68 i
35N' 24 362U512520 - 36E5125633 1'V IW NT2'DM 9005162.33 2R I 3 ,
16 4012312515 1000512514 403J512630 40225125048 MO 6001/5125-93 YI 600+5269 g I
11,7 I' 0.3• 500 509E125233 2R 6WT2E69 3
N 1002513515 4(4611-0 400/512510 400001205-33 ' g
16 PAV512S15 6E2512515 600E122-16 60561510250.18
K 24 6003512516 0E1513516 60E512518 6002026033. DOOR
NOlE6.. ---_. -- SHAFT WALL SCHEOLE
II BOTTOM TRACK I6VT125 MATCH STUD WO-HIND THICKNESS. 10IMF trim
21 USE OF A HEAVER SEETRADI 15 ALWAYS ACCEPTABLE. AMARLL HEIGHT 61UD 220 -CREAM
OT+N)
31 ARCADE SUE g 150.2 MA1 AT W0/1610 RECE132111E MISR 104 409CH38 40CCST25033
4WCH H I01105125633
1iY1..10-7 500C11-34 400051250-13 j
I) MAX STUD SPACING 1s21'ac. 11!
4 PON ONEHOURCRIWOHER RATED WALLS
3) BOTTO1 TRACK ISB1RA01,NMI SRO GAUGE I I PA-PER SE IIZINNi%'/.'EMBED
E3 OCTI51 CANE
/ i9 SCREW EA RANGE.TIP.
/ PA,PERSOHJF ED
STRUCTURE
/f EOUON TRAMPER SCIIEWLE
I / L;1 ( ENGINEER ����5N"1•
1(
1 1'1NX1TTflJflTfl
II I. I ' $ :1 1, ®"==wren ❑nELluxnEFueNIT
TYPICAL INTERIOR OPENING ELEVATION ❑ E[sA 66 ❑ �ORECCN�
x 1 1 1 1' (2} • . . wA+al lnna*
EXPIRES: 12-31-7/
-1 I =I emn,e o 2,2222 OWNER
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ABHT Slmdural Engineers COMMUNITY DEVELOPMENT
4 DBwNe,1 Al RST 0324'2021 PARTNERS
R1..mm ay BUILDING NAME
• 1 .1 TIGARD TRIANGLE
'- i t -1 e l TIGARD.OR 97223
19AF1215 O: _ 1'PME1r OR / IVAFg16'06 PROJECT NAME
STMILRRE \ STRUCTURE "'_\ STRUCTURE /- 5'aOn1E A/' 72ND&BAYLOR
Lr3EQ$IIE MDNLDUPIISITF 2LON COMPOSITE 100NG)NP5S0Te I V
FJLLYERACFD FIIII'IBR BRALFD0150 r. 6 I
\62� \ Z6-2_1,1,) 1 2 621 \__�1% 'HIS DOCLMENTCONTAAN51NFoRMATIoN
THAT IS 1'4'W 2ff 41Y f YNA%/ AND SHALL NOT BE REPRODUCFIDENTIAL AND ED OR
OILING CEILING .11111111 CEILING- 1� GROINS �I _ RRTEN
CONSENT FROM WESTERN PARTDISCLOSED WITHOUT EXPRESS ITIONS.
•
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SPJDPEP SCHEWLE ' CG.CABINET NR= -- �' [6[PBINEI(WT-1[LNRTMM)
IREOLIPA%1 . INOP EOJIPMEHi 1Wr:e0LBSNAXIOREOVIPMBHI 1IWT�9 tB51A4X1NADGINGENON COBOARD1SWAILSJNLESS BYP BOMDIS f0I2111 g9e0t NILUNLES 0EM'LC NLL HEIOIRSTALLE EDGING EIB'OCFJLLNEIG10NSYpILEC CN Pf.TH 51C'S(IF NEIGM MISES GYP , UNLESS GYP BOU0151NSTNIID : I WLESS GP MAROS INSTALLED
• 1 PARf1TIUN WNLBONA I5 INSTALLED ON RI BOTH SIDES OF PAR-ITION WALL DP BOTH SIDES CF PARIPON MU
�1NC BAD(INB GERf PA41 TON BACKING PERI25 DJ �� 6A00NG PERRY°03
���� 1 Illw
225']3 ■ C.6.CARNET IW1MI018F1 MAX) �126.21 , I OREWIPMEM(M�026511A%I i � ]6251914.OR
05m S I 1WO51?1J3®16.OL
n. 1,/ KEY PLAN
MIERE CAPBINETS OR EWN[SOUR —WHERE CABIrNTS CR EQUIP OCCUR 2-0'M9X VMERE:WHETS 0R FO'UR OCCUR
ON BOTH SIDES DF WALL DECREASE ONBORI SDES CiWAR.DECREASE - ON 601M S.CES OF WAU,DECREASE
MD MD Ref$ACNG Br R., MO MtI PPE WRONG BY elm ' / � 5'W M]PA=9AGNG BY SOYEl M 362513731 OR 362513P-03 OR 6NSW-33 gib-OC IE09S13T33 EIS'OC I1' CROMER RW MIR g iIP Au%S.LPBNETW190L&FTMA%I / FEEL SUPPORT BRACKET PER ARE
R EdIIPMEM IWT=100186NASA Y`I 4
/6 / 81BNSCALE: AS NOTED
Z6R1 Z821 4'-rt ' Z8.21 CHK BY: DNRlidt 1. / FIOCR. � FLOOR. I
IIIM
_� FLOOR. I 1- PROJ.NO. 20.1963
ASS.DATE'. 1011-02-1S
�-- - -BASE STROM Or OPER6 -- -EASE SINPORI BROTHERS ISSUE
3PAF R IF DG 1'PM g I6'0c 19AL E 1ti CR INTERIOR SHOPS
TITLE
pIRT1TION WA1 CONDITION A pAe1111W1 WWI r6110T1DNP P5R1161849RLI.COMMON c PARTITION WALL CNNCNICNO SECTIONS&SCHEDULES
SHEET NO
TYPICAL INTERIOR WALL SECTION /� ^
(I 1•-1'{Y n l
WI14I
CT
26055 SW Careen Creek Rd.swwx UtRCm
ire.OR
JYPEpdALRHG PATE THIS 'PRECAM C SEAMNf.RA1F- NOTE'. JVPECB4CNNG PI ATE NOTE ISM)B]D teoB ..PB Tes.wm
-BIILLEINPoWDS THIS DETAIL TRY PIE USED FCR CARNETS OR ALLOY/AGE LDAAE .CAB NETS THIS DETAIL MAY BE USED FOR E ROWSTS DR KIDWABI£LDIDS' CABIMTS THIS DETAIL MAYNE LSE]FOR CABINETS OR IllOWABFLDAIK' - -----
•BUMPERg1ARDS MOMS WITH
MULTIPLE ROWS OE -ELECTRICAL PANELS EMINENT UTILIZING MULTIPLE ROAN OF ELECTRICAL PANELS MOMENT MI VAC MULTIPLE ROWS OE EKE
• YERTCAL HORIZONTAL VERTICAL HLIi¢[MR TEFNCK HORIZON,AL
DOOR STOPS B4CKNG MTH4CENIEROF BRA'/Iry LESS _ -GRA98A46 SMILES N'rtHA:EMER OF GRAVITYSPT AESB GJA0 RRE PANG MTH A CENTER Of GRAVITY LESS WILL HEIOR SPACING
-DOOR HOLDERS MAN N'FROITHE PILE DP GAG •CIIARDRAILS THAN F FROMM FACE MMERL OR A WAWRNLS TITANS.FROM THE PACE OF TALL OR
-SIGNAGE ELMS 10iSS I50 LES BO IBS 1SOlB5 ISO MS
IWLETCO SINGE ROIRONY
OF GRAVITY -WAILS LESS ROW NITX A CENTERSTEFAC DF GRAVITY .1sa 37
'FERSTUGBiY -TOILETCMU4TERTDP$ LESS 1NPN ITERATE TIE LACEOF'NALL 'REP STUD RAY TOILET COUNTERTOPS LESS THAN 3'FROM PIE FACE CANAL •pER STW RRY
-TOIET PARTITIONS TORE,PARTRIOI6 }}m 27
-SYSTEMFLNNRIRE ALL. SYSTEM FURNITURE AAA'
HAS
CABINETS 6 PAIMLSI RUNG CADETS 1 PANELS, 277 IF
ACCESSIBLE BENCHES -ACCESSIBLE BEN'CIES
-BIKE RACKS .RIVE RAGAS
/�
IPA RAIIIII.,
/' /• lror., �,Nmwc.. Ire
r(11„......,Ti .i / 1.I
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' � I•I ATNAXEMIL 16 OTAL STUD FRA1MNG MN GM AIVO1K STUD=611NWG
AT xAxle¢ n1 MAX IV ac
li / RJT1uLUNRNC'E0.WEND CLAPIIDIETRI[H DAEMON MIFF V MI...PEW EA STUD r4NGE rvc
MIN.613I.1R % ATTTO IAONEYf PONT EBEI BEYOND EQUIPMENT (20•11 EACH STUD.PP 1 ,�'\ _ _ Arv.Ns
'\ ATNAX IE'a i
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WALL HEIGHT P A F SPACNG SLOTTED DEFIEC11UN 1RACN PER SCHFDDF
WAHO SCREW CENTERED N SLOTS BUILDING NAME
.IRS 37 ,' GTRSUMBOARDPER ARCH. TIGARD TRIANGLE
I • METAL STUD PEP.SCHEDULE
22-I' SIT
]RU 1F �_ TIGARD,OR 97223
3 INTERIOR DEFECTION HEAD AT CONCRETE SLAB PROJECT NAME
1 1I2"=i'-o" 72ND&BAYLOR
THIS DOCUMENT CONTAINS INFORNATI ON
THAT IS CONFIDENTIAL AND PROPRIETARY
AND SHALL NOT BE REPRODUCED OR
DISCLOSED WITHOUT EXPRESS WRITTEN
CONSENT FROM WESTERN PARTITIONS,
INC.
' WTL AM WOCWE11AR
41
SPLICE SRACNG AT&ACING IF
REQUIRED
•"A11'LHAIYFWI 121
PA SCREWS EARN LEG SEA)PER SCHEDULE
IAANSCREWS FA FLANGE ,—A(FEASSCREWS®ra STUD STUD PRISDEW,E STANDARD PINTO 1 UT
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SCREWS EA SEE
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§B'-7 OC 6$EA END OF BRACING ID AB SCREWS AT nOM�,ICE.BOTH SIDES OF
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SPLICE STRAP A-&oCNNGIFREauPREO '� =
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�\ �" SCALE. AS NOTED
CEILNSICASTVERSCNED'JIE BRKiNGWI(�M6OiEW5 EALEG
LEG SCREWS EACH
•
`` /� BRIDGID0UBLNG
WITH
BLOCKI STRAPNG
LEG BRIDGING CHANELGB/ ''URN BY, OK
�� BRIDGING BLOCKIN@ CHANNEL W/ANGLE cnK BY GM
NOTED PROD.NO.: 20.1963
I OMIT STEE,STRAP MOOSE TATH REALMS TSB.DATE'. 2011-02-2H
SHOOSPER ASCII.—/ I 2 BRIBING ISNOT BEMIRES MERE REMISES!NUBILE ON BOTH ROES OF WALL.
\ I 'MALL STUD PER AROI. S NOTCHING OF SCOOPING OR STRAP SNOT RAMPED FOR ANYCCNCTIOM. ISSUE
4 BRIBING CHANNEL NEW ANGLE OPTION MOT AIMED AT STUDS GREETER THIEF HIDE
INTERIOR SHOPS
• O CEILING JOIST BRACING �TYPICAL STUD WALL BRIDGING TITLE
1 1/2"=1'-0" 1 1/2"=1'-0"
SECTIONS&DETAILS
: SHEET NO
7R 91
ir ` WIJI
®An ❑RF T!i RREOLBFlr
['REVISE ERECtS0 ❑REJECTED 26055 SW Canyon Creek PA.Wilsonville.DR
150D)520-1600 0wswslaSIdS.wm
W.bsgr corpp an)mina...Dam ntta
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RST 03)24l2021
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,a,rJm.xwnxlma GYPEDM SOAR➢ / —. -„{4 �ETSIM B°W0 BUILDING NAME
DRYWALL CROSS TEE I
4 NANGAR MEArEA �,.,.,.Eaw.EE lq1 I�� TIGARD TRIANGLE
TII
MAIN BERATE. I R -- -----
• DRYWALL MAIN \� REF RDP f \ ATTIPPO PG TIGARD,OR 97223
BEM STRUT \ LOOI.aaI RTO / EA LEO,TA ODE
REARM ARCH FOR'RPE
PROJECT NAME
— - ----- u I ^ 72ND&BAYLOR
IT MAx. I lJ TYPICAL HANGER WIRE CONNECTIONS ®GWB TO SOFFIT TO GWB TRANSITION
%MU/EC g I 1 112"=1'-0"
Wi k6EA IEG I/i
U81FI590®24'OL / w I THIS DOCUMENT CONTAINSINFORMATION
THAT IS CONFIDENTIAL ANDD PROPRIETARY
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DISCLOSED AND SHALL I NOT
EXPRESS REPRODUCE ORITEN
LEG
CONSENT FROM WESTERN PARTITIONS.
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/// /1AN 1•AxPM HANGER M£SOIEDRE
WIWEA.LEG W196 FA LEG-._...- —
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STDDvIALL11 J LARGESS!'
SHEATHING PEE ARCH MGM GYPSUM ME ILDSI
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2"
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TITLE
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- GYP CEILING SOFFIT i ACT TO GYP CEILING TRANSITION INTERIOR SUSPENDED DRYWALL CEILING GRID SYSTEM SHEET NO. �+ ^
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COMMUNITY DEVELOPMENT PARTNERS
72ND & BAYLOR comments in submittal review
INTERIOR SHOPS
TIGARD TRIANGLE PROJECT NO. : 20 1963
TIGARD, OR 97223 ISSUE: 2021 02 25
OWNER ARCHITECT STRUCTURAL ENGINEER GENERAL CONTRACTOR METAL STUD FRAMING EXTERIOR METAL STUD
COMMUNITY DEVELOPMENT PARTNERS SCOTT I EDWARDS ARCHITECTURE,LLP ABHT STRUCTURAL ENGINEERS BREMIK CONSTRUCTION CONTRACTOR FRAMING ENGINEER
W P 1 PORTLAND,OR 97221 PORTLAND,OR 97214 PORTLAND,OR 97209 PORTLAND,OR 97214 WESTERN PARTITIONS,INC. WESTERN PARTITIONS, INC.
WILSONVILLE,OR 97070 WILSONVILLE,OR 97070
CONTACT:WENDY KLEIN CONTACT:DAVE MOJICA CONTACT:RANDALL TOMA CONTACT:BOB TRAPA
EST. 1972 TEL:347.218.0242 TEL:503.226.3617 TEL:503.243.6682 TEL:503.688.1000 CONTACT:KEVIN EPENETER CONTACT:GREG MECURIO
TEL 971.205.9574 TEL: 971264.8766
26055 SW Canyon Creek Rd I Wilsonville,OR
(503)620-1600 wpibuildscom
A jil M INTERIOR FRAMNS(INFRA NO1F4 AD.-ARCHITECTORAL YAWNCS (ILL N I AWL•A➢DITIONAL SHEET TYPE KEY SHEET NUMBER KEY _a,1Nu 99��
SECTION A Ali.-ATTRACT TI/a ID be issued as soaraf&packet after coordination H comolele) MSS SW Canyon creek Rd.wrNonanle,DR
,wa-ARCINECTS;APtAIItECluau
Goveneng Code 2011 Oregon Stedly Slmmlal Core ASK) MI•BEAN General.Cover Sleet,General Notes Project Data LSA91exi1wo w.wa,,:baA �nem
References'. MSIS100A1Seer-N gripe[ Cokkomed NmNes B.O..•BOTTOM OF ZX.XX
AIBIs211.01 Cod of TEN hems tor CxrFmmed See Fred WTSADAN SLUG-BUILDING
RE SNOW 5Mmdl C Som'F Seel Framig NmtuuntAl bets BLED-BLOCSND
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DBer dean: Refem de Akin a el eAarde 9r I .wooer
drrmg ad Moral informed, aCR Oct..CLEAN
MAN ha nalnlM m'WAApe lenWne,dopexd er oppress rmhemg wlNryali.Ararat CID-GEEING
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B. and/91N:NSTM MOSS Grab 33 or AST,l A1003 Grade a Tye H,lin FEN N61 qe-GAUGE
C. SWeeneFamng:50 Per ERN ssLsaENFEU G.C.•GENERAL CONTRACTOR Sheet
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F. MoerSUds by Cwmm per IOC ESN NZ620 NON2CRHON TIOROCNAL LL
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Hanley YL ESP N LCIT'ONGLEGH
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Nm me MAERX he P. LOW VOLOCIPS:9TNERI HUE& Z0.03 GENERAL NOTES&SHEET INDEX '
NOTES FOR SZE 61Y1£I
Al frump Anises All have E Iry9e label suck.nenrrc^msl are Tomah A IN.IRE o c itlBaeghe LW.-LEVEL
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FWNM. UN.•MWMFAITJNER Z6.20 SECTIONS&SCHEDULES I
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heMn components Sopped sown w Nan s¢d shell M be'w.Area Nedve. REF..REFERENCE
REDO-REWIRED OWNER
M more aeons Bentsen Orion is DC Ma nor MgoPANT coded mmpAmnlea 3ai REl.REOVEST FORINCONAATION COMMUNITY DEVELOPMENT
R D•NOAH°P'NNG
SECTION 4 SD•STRUCTURAL DRAWINGS PARTNERS
PewlerAma¢tlutemn MI SECT..SECTIOS UILO NAME
P.YSN5I M indeed Ins0sn Mt ICGES1 me eMNetl0K a merge a.Freeep'eued RAF type.5mee SIN.-SIMLAR B ING
aM Il be m eANTAS enraN tel...neaddN NmWae D draw,* SAL•SQUARE RNON BRATTIGARD TRIANGLE
Fxorg to Steel Sit.-STEEL
Il"TIN lance and I.9c.epees SMUG.-STRUCTURAL
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2. FIt 3.0 IS',0.115'6E0'-EC ESR-226B TOB.TCP8 BOTTOM
3. Ramd'ISMM SARNO INNATE-IGCESE Egg TO.-TON OF
a Rant So SAN.[160'DYs5'-ICOF5RIr99 TeP.-TYPICAL PROJECT NAME
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3. Rased 15W Sold.4.165'orl llw-ICC LS13.1795 ND VAN
WIIN WITHIN THIS DOCUMENT CONTAINS CONTAINS W FORMATION
Pencilsie Cowen PM Fresoree SEE WO-WIT10Ur 1NDI IS CONFIDENTIAL INL AND PROPRIETARY
AND SHALL
LL NOT REPRODUCED IXe
UA 3'edge ds SO-I 57 nc sp Erg N'P.•WON(POIM CONSENT
DISCLOSED WITHOUT ERN EXPRESS WRITTEN45
Hen XIJ'.51 SeDshe'-TLC ESR•22W CONSENT FROM WESTERN PPRTITIdiR
2 HN XY',4.15T'r{W'-ICC ESSE$ INC
DATE
3. NemeeP15W SAT'..4115NeST-ICC ESR1199 M oEArniProx
SECTION•F
ENTRA IN Anders Ion 00mY
Anchors N1 beinstead a exNance Twit ICGE SR and manNama(s NMVJenne no ANNAN Na shall be
reneged TAN Mtaldm CI rosTrus M TAN SRAM harems;Tel:ORy AN Are re geared.PT
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A HONN Nutt ON-Eli-ICC ESR.3057
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A Ant MiBJlecurc-I CC ESR3912
KEY PLAN
SECTION-E
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•
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A '05,11011N m110e M00Tude
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2 In 000100s TM N peters DDAumen 551
B CMfaner AP
In a¢adens wM Becton 1705115
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ENeno nonremngwala we 541etereign
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c Ederior ANiN me nleim ma edela TAT A NAANET 5 NI
SCALE: AS NOTED
ORN BY: OK
CHK SY. GM
PROJ.NO.. 20•1963
NSS.DATE: 202102-25
ISSUE
INTERIOR SHOPS
TITLE
GENERAL NOTES&SHEET
INDEX
SHEET NO.
7nnt
WALL MAEBIYE•INTERIOR PAx1110115 ODOR PPEIIIHG SCHLWLE'INIEN0R
I , 4 DESIGNLOAJ= 5.6 PEE MAX REFLEC'I06= MD CESIGN LOAD. 50P4 MD DEFLEC110N= 1240
--_ IPExIxG 6N0 10111 NEATER RAF PER SCHEDULE
4.HEIGHT MA%SPACINO BRACING MAX W4L HEIGHt T .':::
NAX WC
STUD DEPTH iOPTRACK WDM DEPTH SIT£ PAT iTIBI DM LSCREWS / CONCRETE S.AB PER SER 26065 SW Canyon Creek Rd.Wilson.Ie OR
N) ON COMPOSITE NOWCWP MLv NONCCBP RA' 20160C w.w..paolNc.um
16 3626512SIS 362V512S15 1625512}I: 02C5 5018 362 162V512}33 M2 362715043 2 _
35B' 92' I0 100A51253J M 10T15011 2 _. PAF PER T@ 11AE B21MINIXVENDED
DTECION ITACOP
N 3624$125.15 %2VSI1515 380512516 E2C5'25016 60 600VSI2533 22 6001125d1 2 DEFLECTION iPACKRER SCHEDULE
• 1 16 400125.16 4000612515 400012515 415031250.18 10V 362 3E0412533 212 36212013 I ..
IC 9' JT 302 4000126.33 1133 M 10120di --- I \
M 10V5125d5 10V512i15 IWV61251B I0CST250.ID \
16 00015125.15 6004125-15 400365125-15 6WCST25018 1 I
P N 601512515 601512515 WOVS1Lt10 fi00SRW18 03 �N312533 92 362T20d1
16 162525125.15 362012515 302012516 E2C31250.18
35R' 0PV5 53J 6D6TNW 3 AS SCREW'6ASL£,TIT
21 36201535 362012530 362415-30 352CST25018 11'6 362 362012533 1 22 30120, Htnn_4.PLx savO'de T
16 I00V312515 403V512515 10V51251S 10005T23p18 4d' 100 400012633 1 D2 403T12564 It
11'6 1' 24 4060126.15 4505012516 400VS12N0 100051250.18 WO 6]W512533 W2 601i2ppJJ
Ifi [PoV012}15 W]YB12S15 600V51516 60009T5B18 SP WO 610012533 212 60I2605, I WALL SHEATNNG PER ARC'
6. _ 362 95201253J 2R J521125k --- \ L'117%I 10(43ML M151WLEPN1•10
24 6000125.15 66061264 600013-16 600CST5018 3.2' 400 416012533 212 4011'125Y 051506E005 FERIOR SCHEDULE U LEG •
16 3620125-15 S2V51250 362Y51530 36E5766I0 00 610V512533 22 601T12SY
25B' 24 3620125.16 362012530 362V512530 152C5150-IS 12d' l62 02516EJ3 2R 362T20H
_. .. _ f0 100 IWV51253J • 27 w315P5i j
16 400012515 I0N612516 400V 0'8 I000040.16 NO 60001253J • 22 WOi200 4 0
1SF T N 4000125.15 1010125310 460012530 130CST250.18 FL' W0 SAOVS12533 D2 N0T3666 f?;
16 60005125.16 600012SI5 604125,,8 63000T250.16 352 36201}533 I II) 162T15044 CI'
I "� •
0 24 • 6000125-16 600012516 600V512618 60E57E618 ST IOp : .00616?30 . 1R IP]T15054 - _ r. �ENhG WOM s
600 ; 600V512533 _ 212 663715054 I
IS 162J512515 362 012530 362V51250 020ST5010 11'£ .361 362516239 27 362i150S8 ,�#
9�' 21 1 360512530 - - 362CST50.S3 NV I0 - 4005162.33 22 103T5O5X 'Ilj I
60 W15312539 22 EWf150� • j I
IE I 400412615 50V612530 I0VS1250 I5CCST26pd8 ; •
14.6' 6• 345 fiW , 600125.53 22 601T5060 I
N <0041516 100012530 46001250 40031260-33 g - •
6 16 6004123.13 o00V512515 60V513516 fi0C512Wd6 I 0002 -1
24 6.10212515 N0012516 60012510 6005125033
Mai SHAFT TOLLSCHE010E I T
11 0JT115 MRACDISV1125NAT0F SNO MOTH ANDIHICSNESS. 10 PS LON I •
21 USE CGA HEAVER SNOIRACK 154WAY5 ACCEPTABLE. Wall HEIGHT RTJN STUD SIZE TOP TRACK
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