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1 432 <br />A <br />B <br />C <br />D <br />:SCALE <br />N <br />PARTIAL ROOF FRAMING PLAN <br />1/8" = 1'-0" <br />(E) STEEL TRUSS JOIST <br /> <br />(E) STEEL BM (E) STEEL BM (E) STEEL BM <br />(E) STEEL BM (E) STEEL BM <br />(E <br />) <br /> <br />S <br />T <br />E <br />E <br />L <br /> <br />B <br />M <br />(E <br />) <br /> <br />S <br />T <br />E <br />E <br />L <br /> <br />B <br />M <br />(E <br />) <br />T <br />R <br />U <br />S <br />S <br /> <br />G <br />I <br />R <br />D <br />E <br />R <br />(E) STEEL TRUSS JOIST <br /> <br />(E) STEEL TRUSS JOIST <br /> <br />(E) 2X6 @ 24" OC <br />(E <br />) <br />T <br />R <br />U <br />S <br />S <br /> <br />G <br />I <br />R <br />D <br />E <br />R <br />(E <br />) <br />T <br />R <br />U <br />S <br />S <br /> <br />G <br />I <br />R <br />D <br />E <br />R <br />13 <br />S1.0 <br />7 <br />S1.0 <br />8 <br />S1.0 LOW <br />HSS 6X4X1/4 FLAT <br />HEADER BELOW <br />AC <br />1,600 <br />AC <br />1,600 <br />13 <br />S-100 <br />Sheet No. <br />Project <br />Agency Plan Check / Permit No. <br />Petersen Design Project No. <br />Consultant <br />5082.1 <br />Sheet Title <br />Revision / Submittal History <br />Scale <br />Status <br />architecture + planning <br />Agency Approval <br />Petersen Design Architects, Inc. <br />17582 Fiesta Way, Tustin, CA 92780 <br />M: 714.904.6720 E: mike@mpdarch.com <br />www.mpdarch.com <br />Architect's Stamp <br />. <br />. <br />www.coffman.com <br />ph 949.623.9957 <br />1401 Dove Street, Suite 240 <br />Newport Beach, CA 92660 <br />JOB NO:253110 <br />SIGNED:2/5/2026 <br />652 East Dyer Drive <br />Santa Ana, CA 92705 <br />DYER WAREHOUSE <br />Assembly Space <br />Tenant Improvements <br />1 01/12/2026 BLDG PC CORRECTIONS <br />S-202 <br />PARTIAL ROOF FRAMING <br />PLAN <br /> PLAN NOTES: <br />1.CONTRACTOR TO VERIFY ALL CONDITIONS IN FIELD AND COORDINATE ANY <br />DISCREPANCIES W/ STRUCTURAL ENGINEER. <br />2.VERIFY ALL DIMENSIONS & LOCATIONS, SEE ARCH DWGS FOR DIMENSIONS <br />NOT SHOWN. <br />3.GC TTO COORDINATE W/ ARCH/MECH FOR ADDITIONAL INFORMATION NOT <br />SHOWN. <br />4.GC TO VERIFY EXISTING STRUCTURE IN FIELD AS NOTED PRIOR TO <br />CONSTRUCTION. NOTIFY SEOR IF CONDITIONS DO NOT MATCH WHAT IS <br />SHOWN ON THE DRAWINGS <br />3 1/8X12 GLB (E) ROOF FRAMING <br />ROOF LEGEND: <br />(E) COLUMN <br />- <br />- <br />(N) MECHANICAL EQUIPMENT, PER ARCH/MECH DRAWINGS <br />MECHANICAL EQUIPMENT MAX WEIGHT (LBS) <br />MECHANICAL/ELECTRICAL UNIT. SEE PLAN FOR MAX WT, <br />ANCHORAGE PER 1 <br />S-100 <br /> <br /> DESIGNATES SPAN OF JOIST <br />1 <br />1 <br />1 <br />1