Laserfiche WebLink
b3 <br />G F1 E1 D1 C1 T <br />L E EL 01 FLOOR PLAN - OVERALL <br />x <br />4 <br />is <br />it. <br />LF <br />I <br />I ' <br />� L <br />L <br />FOUNDATION PLAN NOTES <br />A FOR A COMPLETE LEGEND OF ALL. CALLOUTS AND SYMBOLS SEE COVER SHEET AND <br />SCHEDULES. <br />B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL <br />NOTES AND DETAIL 3/S5.01 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND <br />APPROVAL. <br />C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.01. <br />D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. <br />E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCHITECT. <br />F REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. <br />G REFERENCE MECHANICAL / PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS <br />AND OTHER PENETRATIONS. <br />H WAL LS SHALL REACH DESIGN STRENGTH PRIOR TO BACK FILLING WALLS. <br />I FOR SLAB ON GRADE ELEVATION STEPS (REFERENCE DETAIL 4/S5.01 <br />J PROVIDE CORNER REBAR IN CONCRETE WALLS AS SHOWN BY DETAILS 15/S5.01 AND <br />16/S5.01 <br />K CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IF THE <br />EXISTING CONDITIONS DIFFER FROM THE DESIGN DOCUMENTS <br />L 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 />M WHERE EXISTING SLAB IS DEMOED POUR BACK NEW SLAB TO MATCH EXIST SLAB <br />DEPTH REF DETAIL 19/S5.02 <br />N WHERE EXISTING CONCRETE TILT PANELS ARE TO BE INFILLED REFERENCE DETAIL <br />/ 50 <br />O REFERENCE DETAIL 14156.12 FOR NON BEARING PARTITION WALL AJCHORAGE TO <br />CONCRETE SLAB ON GRADE. <br />FLOOR LIVE LOAD LEGEND: <br />1 DESIGN LIVE LOAD FOR THE STRUCTURE IS 60 PSF IN ACCORDANCE WITH IBC TABLE 1607.1 ITEM 22 FOR <br />OFFICE BUILDINGS, UNLESS NOTED OTHERWISE. <br />2 DESIGN LIVE LOADS EXCEEDING THE 30 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 10.1. <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 ® 60 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 />CLEIV�E;OAD = 150 PSF, ASSEMBLYAREA- STAGE FLOOR (iBC TABLE 1607.1, ITEM 4) <br />Otak Architects, Inc. <br />600 SW Third Avenue, Ste 600 <br />Portland, OR 97204 <br />503.237.6325 <br />www.otak.com <br />-44 <br />k t� .tea <br />FRO ELICH <br />EN13(N EFPSi; <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. j Denver, CO. <br />t'roelic;h-enineer.00m FE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />Uj <br />44 <br />0 <br />0 <br /><'g <br />q <br />00 <br />0 <br />00) <br />z < <br />III <br />� <br />W <br />W <br />TITLE <br /># DATE DESCRII <br />B 5/20/2020 PERMIT B <br />C 5/20/2020 PLAN RE\ <br />9 <br />0 <br />U- <br />'TION <br />EVIEW 1 <br />'ISIONS <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />320301 <br />PROJECT NUMBER <br />S2mOl <br />0 2020 OTAK, INC. <br />If this drawing is not 24" x 36", it has been <br />reduced/entarged.Scale accordingly. <br />