Plans T
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CITY OF TIGARD CONTINUOUS METAL FLASHING CAP } IN 1 S O
REVIEWED FOR CODE COMPLIANCH t/21 TUBE STEEL FRAME `riL p N t. 7 jC �S
A toyed. vJ AND BOTTOM
HORIZONTAL MEMBER AT TOP °0,�`S�O
OTC. I
• [ I AND 13
Permit#t .W2-0k -
AddiessE I((.A-2 z 0 RV--116-5(r) T l '1/2' TS S
^ 48' o/c,RACING
WELD TO STS
Suit•l F12AME AT TOP AND LAG
PLA
B Data JZ1NELOT TO 4x 12
OFFICE COPY
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EXISTING 2x6 DECKING OVER 1
4x 12 BEAMS AT 48" o/c ')
❑ Concrete an : EXISTING 2x 12 RIM WITH - Q
i/2" PLYWOOD FINISH
❑ Bolts Installed il, . As
PLATE WELDED TO TS WITH (3)
❑ Special Momen �g c,: LAG SCREWS INTO EXISTING BEAM
(AT 48^ o/c)
,,❑ t Reinforcing Stet ,ar-: .sin;
LLd'Stnuctural Weidinv NEW I/2- PLYWOOD WITH
STUCCO FINISH
❑ High-Strenght E 1
❑ Structural Masor,l E XISTI'IG EXTER�OR WALL TO REMAIN
3
I=1 Reinforced Gyps( Concr a D���
❑ Insulating Concrete Fill ��n +�1 al{(.yr
❑ Spray Applied Fire-Resistive Materials ,`Z� ���((((
❑ Pilings,Drilled Piers and Caissons USA
❑ Shotcrete • (/
❑ Special Grading,Excavation and Filling -A iI>N ICC/L MEI1•
❑ Smoke-Control Systems 14/2P
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SCALED l!. 1 '-Ow ions JOB a1 I208I4
S L A R FRAMING DETAIL 8900 NE UVNGSTON MTN RD
CAMAS, WASHINGTON 98607
ARCHITECTURE TIGARD PROJECT Ils�aesa�te arbc0hitectu7re om
TIGARD, OREGON
�'s- CITY OF TIGARD
,. - .- Approved by Planning
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S V F �DE(A1 Date: 3'le-l�
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GEORGE'S Giant M_AMBVRGi
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Prior condition of fascia and signage
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North Side - Proposed new condition of fascia and signage.
Old sign removed, new fascia built (4'x8'), new_ sign mounted on fascia (#SGN2013-00056).
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West Side - Proposed new condition of fascia and signage.
Old awning and sign removed, new fascia built (4'x40'), new signs mounted on fascia
(#SGN2013-00057, 58, 112, 113).
Fascia framing made of tube steel welded together and attached to
building with metal angle plates bolted to the end of existing structural
beams with (3) bolts per plate.
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Fascia framing attached to roof with tube steel supports lag bolted into top of
structural beam. Face of fascia covered with plywood, with stucco finish.
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