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2312 W CASINO RD 2020 COMMUNITY TRANSIT Plans 2022-12-02
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2312 W CASINO RD 2020 COMMUNITY TRANSIT Plans 2022-12-02
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Last modified
12/2/2022 12:24:46 PM
Creation date
5/10/2022 4:28:38 PM
Metadata
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Template:
Address Document
Street Name
W CASINO RD
Street Number
2312
Tenant Name
COMMUNITY TRANSIT
Permit
B2003-012
Year
2020
Notes
EXISTING BUILDING RENOVATED INTO NEW ADMINISTRATIVE OFFICE
Address Document Type
Plans
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ME <br />GED ix t:' <br />am <br />FLOOR FRAMING PLAN NOTES <br />A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND <br />SCHEDULES. <br />B STUD BEARING WALLS SHALL BE FRAMED W/ 2x DF2 STUDS AT 16" OC (REF ARCH <br />FOR WALL WIDTHS) <br />C VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. <br />D REFERENCE ARCHITECTURAL DRAWINGS FOR ALL EDGE OF FLOOR DIMENSIONS. <br />E CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IF THE <br />EXISTING CONDITIONS DIFFER FROM THE DESIGN DOCUMENTS <br />F CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD OF ANY <br />AND ALL EXISTING STRUCTURAL MEMBERS ARE DAMAGED, ROTTED OR IN <br />DETERIORATED STATE. <br />G WHERE EXISTING CONCRETE TILT PANELS ARE TO BE INHILLED REFERENCE DETAIL <br />25/S5.02 <br />H INTE I R O R A! 3 4" YP RETF T P IN <br />1 REFERENCE DETAILS 15/S6.12 AND 16/S6.12 FOR NON -BEARING PARTITION WALL <br />ANCHORAGE TO WOOD FRAMED FLOOR. <br />1 DESIGN LIVE LOAD FOR THE STRUCTURE IS 80 PSF IN ACCORDANCE WITH IBC TABLE 1607.1 ITEM 22 FOR <br />OFFICE BUILDINGS, UNLESS NOTED OTHERWISE. <br />2 DESIGN LIVE LOADS EXCEEDING THE 80 PSF NOTED ABOVE ARE IDENTIFIED BY THE SHADING NOTED <br />BELOW. DESIGN LIVE LOADS SHALL BE POSTED WHERE REQUIRED BY AND IN ACCORDANCE WITH IBC <br />SECTION 106.1. <br />3 DO NOT PLACE, CAUSE OR PERMIT LOADING GREATER THAN THE DESIGN LIVE LOADS NOTED ON ANY <br />PORTION (S) OF THE STRUCTURE AS PER IBC 106.3. <br />LIVE LOAD = 80 PSF <br />LIVE LOAD = 100 PSF DUE TO ONE OF THE FOLLOWING OCCUPANCY OF USE: <br />PUBLIC ROOMS <br />STAIRS AND EXITS (IBC TABLE 1607.1 ITEM 30) <br />ASSEMBLY AREAS (IBC TABLE 1607.1, ITEM 4) <br />LIVE LOAD= 150 PSF, ASSEMBLY AREA -STAGE FLOOD (IBC TALE 1607.1, ITEM 4 <br />`;_ ' .,.0 <br />.q -e"t41 s <br />' � <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.28 7.6825 <br />www.otak.com <br />0. <br />�O <br />LOPPlr <br />.a <br />�- �� <br />FROELICH <br />ENG IN EERS 'I <br />17700 SW Upper Boones Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. I Denver, CO. <br />froelieh-en ink eers.com I _FE 19-T172 <br />CONSULTANT <br />TITLE <br /># DATE DESCRIPTION <br />B 5/20/2020 PERMIT REVIEW 1 <br />C 5/20/2020 PLAN REVISIONS <br />REVISIONS <br />RRR Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />k <br />s <br />M <br />0 2020 OTAK, INC. <br />If this drawing is not 24" x 36", it has been <br />reduced/enlarged. Scale accordingly. <br />
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