Plans (4) BUP2O1 6 - 00254
#3082
TENANT IMPROVEMENT for , `RTIN W. HANSOM O
c0 tit BLDG.STRUCTURE ABOVE .'..---
r.'") CCLACKA BIAS, OREGON,.
"� = DEFLECTION CHANNEL , • Iall �t/1 U 1� O
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CAULKING IN 1/2'SPACE , v - Fr�� ��
OF
-� R-11 BATT INSULATION d
I�I ROOF DECK kip
PROJECT #16440
eel,
OR BEAM
2-Cf -11. PROJECT NARRATIVE
SUSPENDED CEILING / PROJECT CONSISTS OF REMODEL WORK TO 7,543 SF OF EXISTING OFFICE AND REIVED
L,,, SUSPENDED CLG ASSEMBLYWAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DEMOLITION,
6'MIL.STUDS 16'O.C. 0
�
PIF
DRYWALLJMETAL STUDS,SUSPENDED CEILINGS,DOORS/FRAMES, CABINETRY AND FINISH J� 1 S 2016
ADDITIONAL SWITCH
5B"TYPE X GYP. BRD. A B r WORK AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS.
ii10_O
w BOTH SIDES SCREW ATTACHED —� ®�_ / -
`' � g a III %IT F GARD
o CENTER UNE OF STUD WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT St IL G DIVISION
0 .111,11. III.I StN I I I III•I.Ell I I I
a 0FIRE PROTECTION SPRINKLERING f
z O 20 GA 3 5/8' METAL STUD BRACING
Z¢ HEATING,VENTILATION&AIR CONDITIONING WORK �(
m z O I TO ROOF STRUCTURE AT 10'-0' ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE ` O
w OC W/(1) #8 SHEET METAL w o Eco I FIRE PROTECTION SPRINKLERING CO
-
R-11 BATT INSULATION SCREWS AT EACH END. BRACING OUTLET Z
7 O ..._„.1 4'RUBBER BASETYP. TO BE PROVIDED WHERE DISTANCE OR O
1� ATTACH BOTTOM TRACK TO FLOOR WITH BETWEEN PERPENDICULAR INTERSECTING g §
-�I, WALLS OR HORIZONTAL BRACING S § °
POWDER DRIVEN ANCHORS AT 24'on
►� FINISH FLOOR BETWEEN WALLS EXCEEDS 12'-Ow OC 6
U t BUILDING INFORMATION TENANT INFORMATION 1 CO aN
Ii�l - �ooAFw OWNER: PACIFIC REALTY ASSOCIATES,L.P. TENANT: CHANCELLOR DESIGNS - Q N
WAREHOUSE OFFICE 1535o SW SEQUOIA PKWY#300 Q 56 0 Lo
PORTLAND,ORE 97224 OCCUPANCY AREAS 8 LOADS: , O N
OFFICE TO WAREHOUSE SEP. WALL 4 WALL BRACING DETAILMOUNTING HEIGHTS B lsassF120CC1 = w0 m�Li
(1)
- SCALE 1 " = 1'-0" A-4 SCALE 3" = 1'-0" A-1 SCALE 1/2" = 11-0" (503)624.7750 (PHONE) S-2 7,543 SF 29 OCC (n 0 N N
(503)624-7755(FAX) 7,543 SF 29 OCC p Z (0 0
BLDG.#: PBC BLDG.N (pbc187) NUMBER OF EXITS REQUIRED EACH SUITE CC C NCD
B 1 EXIT-REQ'D 1 PROVIDED 8 E W L
SPRINKLERED TO: ORDINARY HAZARD S-2 1 EXIT-REQ'D 1 PROVIDED QCO
0 ix
CONST.TYPE.: V-B Z
THIS BUILDING HOUSES FOUR TENANTS INCLUDING THIS TENANT. THE EXISTING
BUILDING IS A SINGLE STORY BUILDING OF 25,000 SF AND IS FULLY SPRINKLERED.
THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 40 FEET.
NEW UPPER CABINETS EXISTING UPPER CABINETS TO REMAIN ALLOWABLE AREA(B OCC 9,000
1 ) (IBC TABLE 503)
FLOOR AND/OR ROOM STRUCTURE 2'-01/4' 1'-3 3/4' SPINKLER INCREASE-300% 27,000 SF (IBC 506.3)
TOTAL ALLOWABLE AREA 36,000 SF
STABILIZER BAR BETWEEN .�\. / / \_ _ __•
/\ /\ .-. a
MAINS AT PERIMETER , 36,000 SF>25,000 SF-NON-SEPARATED OCCUPACIES ALLOWED (IBC 508.3) I O
ADDMONAL HANGERS AT ALL MAINS -
• WITHIN 8'OF THE PERIMETERAP ' —`/ >_
WITH4 WAY LATTERALL BRACIUTNG FROMTHEMAINAY ` %' Q ii a
RUNNER TO THE STRUCTURE OVER. BEGIN WITHIN 6'-0' TYPICAL STUD m Q
OF THE PERIMETER AND 2'FROM A CROSS MAMBER / SHELF AT I8'DEFP — _ ADJ. SHELF ' — — ADJ_S HELF 0_
WITH 7 RAD.COR- • • / • . . v F
NERS OPEN BACK -
US FLUS I I I I z III
TYPICAL TRACK 1II
� ' ® 3/4' Z-01/4' ��} INSTALL STUDS WITH SAME J DIMENSION (10' MIN.) FOR
likBRIDGING ALIGNMENT I NEW COUNTER&SPLASH _, N T, CO Q
•. 8' NY CROSS MEMBERS BETWEEN -
t�:i 0.
El
MAX MAIN RUNNERS d f^�\ `� ' VI
MAIN RUNNERS AT 4'-0'O.C. ,"i DISH WASHER 1 , ' I _. ADA S NK -\ �� I �` o I
S-0'MAX SUPPORT WITH#12 WIRE AT4'-0'O.C. ADJ. SHELF ADJ. SHELF
ORWITH#10WIRE AT5'-0'O.C. ANCHORSPOWDER DRIVEN =I — — — — '//)••N
� // N
COUMERSLOPE HANGERS IF MORE
AT 12'O.C.
THAN 1:6 OUT OF PLUMB �I `\// I \/ ` �/
SECURE ALL HANGERS TO BLDG. (1) #10-16 SCREW
STRUCTURE OR A TRAPEZE FOR PER STUD FLANGEIIII
DUCT ANDIOR PIPE WORK 1, NEW BASE CABINETS EXISTING BASE CABINETS TO REMAIN 1
NOTE: ALL CONNECTION DEVICES TO BE UBC
APPROVED TYPE AND HAVE 100#CAPACITY MATCH FACE LAMINATE-NEW TO EXISTINGW it
CEILING BRACING DETAILA-4 WALL BASE DETAIL BREAK 106 CABINET ELEVATION
NOT TO SCALE SCALE 3" = 1'-0" A.--./ SCALE 1/2" = 1' - 0" < til',
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=, = r SW 72ND AVENUE ' L I-
- I I I / T I, „ „ I I I— CO I-
I I c��i CODE SUMMARY " I—
I •,, B L D /.�I�I�I`, ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE 0.¢i ' Q N
L� Q WITH STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, a r (1
A �- I. Y I I YYY-_ INCLUDING BUT NOT LIMITED TO.
I � � � � I � � 11 I I I I ,j
• 2014 OREGON STRUCTURAL SPECIALTY CODE
I I (\HIFI (}}♦}}{ Q{}} IFfi _ r 1- • • 2014 OREGON MECHANICAL SPECIALTY CODE((MSC) REVISION
Lit `7 T •• 2014 OREGON PLUMBING SPECIALTY CODE((PSCC
• 2014 OREGON ELECTRICAL SPECIALTY CODE((ESC)
I I r 4407 • 2014 OREGON FIRE CODE(OFC)• ;:,
�.. . CC/ANSI1Al17.1-2009 2.
` I�� ... ..1 _,_ I� •
2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE
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o litiI _" CITY OP TIGARD 6.
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' REVIEWED POR CODE COMPLTANCS '
.51 �L :•>.; - _ I �a 1BUILDING LOCATION App tara crrCt�� Permit#: _ . ol (n OO ato 1 1
OAddress: s/�i���r�./r
co Suite 9('j
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= IL■I= JI 2ds
4t, DATE: 08/18/16
(� -- — Bye �fia% 1 Data
�j PERMIT SET
l... J TO TBC I & II OFFICE COPY
N AREA OF WORK
A31 BUILDING PLAN 7.8) LOCATION PLAN AT PACTRUST BUSINESS CENTER
NOT TO SCALE y \A-1 NOT TO SCALE A _._ 1
BUILDING DEPARTMENT USE