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CITY OF TIGARD • •
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REVIEWED FOR CODE COMPLIANCE
Approved: I
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B . ••••i_f Date: 7-X-)-i`1 —3 1111 AI Ala A i•:-(.1,,---i V Pr''
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OVERALL FLOOR PLAN-BASEMENT LEVEL
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Date: 7-1,1-1 9
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25
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Scale AS INDICATED
Date July 19, 2019
Sheet No.
EXISTING FLOOR PLAN-BASEMENT LEVEL G002
1/6"=T-0"
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BUILDING CODE SUMMARY 9767E Aldo.Str..t:Portland Orogen 97214
r-- tN 503 239 1957 1.:603 239 6650 dw•Im.ess
APPLICABLE CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE(2012 IBC)
2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(2012 IBC)
ST AGE 2016 PORTLAND FIRE CODE
2014 OREGON FIRE CODE //s���,,
�_ 2014 OREGON MECHANICAL SPECIALTY CODE(2012 IMC) ,.C� Qf/
2014 OREGON ELECTRICAL SPECIALTY CODE(2014 NFPA 70 NEC)
-- 2014 OREGON PLUMBING SPECIALTY CODE(2009 UPC) w
ean
f ,r I 302 OCCUPANCY TYPE B OCCUPANCY-NO CHANGE IN OCCUPANCY _
%,,A;:....r•.• r`• ''':/-11::1:.;;;;•*:.:,;(,:� % •:'ahs. j'�'�5.-."� 503 BUILDING AREA NO CHANGE IN BUILDING AREA .AKN.
E ST RAGE 4N:,I::....•; ..`:r:-C i.t,: 2^.� a �..�;.i•-
Ip '�• 'OF �. -
65 SF4. Or. 7 504 BUILDING HEIGHT NO CHANGE IN BUILDING HEIGHT
1 OCCUPA
602 CONSTRUCTION TYPE NO CHANGE IN CONSTRUCTION TYOE TIGARD-TUALATN
•.. SCHOOL DISTRICT
OPEN T OFFICE .:..e.;::".';: t�•;,- NEW NEW 521 SF . .%.;$ w;x y _41
10 OCCUPANTS -(2)NE' ."- EXISTING DATA DRARKT O MIAMI RULE
in (NettOURPLEX OUTLET EW OUTLET TOM OFFICE REMODEL
ay.!;;;;.I.,- r - '" ~�!:..dr... •+'e y Y O E O E 6960 SW Sandberg St
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mu I�1 10 OCCUPANTS NEW
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ISI 11 /� —NEW FURNITURE,TYPICAL
T`t!� C EJELO 0
NEw 2014 OSSC TABLE 1015.1:
EXE SPACES WITH ONE EXIT
25 OR EXIT ACCESS DOORWAY
CUPANTS ALLOWED FOR B OCCUPANCY
Efi DPG TFING BEK WITH A MAXIMUM OCCUPANT LOAD OF 49
C�
Scale AS INDICATED
Date July 23, 2019
L::". —�� Q Sheet Na.
1
NEW FLOOR PLAN - BASEMENT LEVEL G003
1..1'-0"
d
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995 S!Alder Street:brt .,d Onpn 97214
' In 501 299 1997 nu 502 229 68010 42254129.59.9
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ST AGE
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t E STpRAGE 1p
.g'OF 6.49
' TIGARD-THALAMI
OPEN TQ,SA OFFICE SCHOOL DISTRICT
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TOSA MICE ROMoca
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I I Tigard,Oregon 9223
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LL77 I'7 Scale AS INDICATED
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NEW REFLECTED CEILING PLAN-BASEMENT LEVEL 0004
1/8"=1-0"
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935 SE Alder Street:Portland Oregon 97214
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COMPRESSION STRUTS: STEEL SECTION WITH L/R S T c- S Se
RATIO OF 200 MAXIMUM. COMPRESSION STRUT SHALL °
NOT REPLACE HANGER WIRE SEE OTHER DETAILS w~a�
PLACE AT 8'-0" O.C. MAX. R" '""'"
PIIME
OTES: 12 GA. BRACING
E OTHER DETAILS FOR CONNECTION'. WIRE W/MINA TIGHT OF O�'
F BRACING & HANGER WIRES TO TURNS IN 1 1�2"
E STRUCTURE ABOVE. BOTH ENDS 0
111141114441Hr
WIRES- TYPICAL � TIGARD-TUALATN
LAY WIRE CONNECTION TO
----11.-1411%
���'� SCHOOL DISTRICT
UPPORT MIN. 200 POUNDS. 40...._ 12
ON HEAD
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OSTTRUCTURE DISTRICT C t M MING
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r �j~►• 6960 SW Sandburg St
..,� 3%"20 GA.METAL STUDS Tigard,Oregon 9223
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.//------71-11114A111. 'M X 16"O.C.
ATopp,,_ ` r", ACOUSTIC INSULATION
/� `!► PAINTED%e"GYPSUM BOARD,
MAIN RUNNER � S ��` „, EACH SIDE
Aff,c� � 12 GA. VERTICAL R
CROSS FURRING "--�� HANGER WIRE CO 4'-O"
EA. WAY W/ MIN.3 CONTINUOUS METAL RUNNER,
2" (MAX) FROM BRACING n r
WIRES TO CROSS RUNNERS TIGHT TURNS IN 1 1/2" 4 ANCHORED TO FLOOR
AND VERTICAL STRUT BOTH ENDS OF WIRE { c
n
TYPICAL SUSPENDED CEILING STRUCTURE TYPICAL WALL SECTION
1 1/2" = 1'-p" pgc-0911
Scale AS INDICATED
Date July 23, 2019
Sheet No.
G005