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ACOUSTIC BATT INSULATION <br />FULL-DEPTH OF STUD <br />(1) LAYER 5/8" GYP. BD. <br />6" 20 GA. MTL STUDS PER <br />SCHEDULE <br />(1) LAYER 5/8" GYP. BD. <br />(E) INSULATION -VERIFY <br />(E) ROOF FRAMING -VERIFY <br />(E) MEMBRANE ROOFING <br />SYSTEM O/ SHEATHING - <br />VERIFY <br />+/ <br />- <br /> <br />2 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />- <br /> <br />( <br />E <br />) <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />WALL BASE PER SCHEDULE <br />FLOOR FINISH PER <br />SCHEDULE -WHERE OCCURS <br />(E) CONC SLAB & FOOTINGS - <br />VERIFY <br />A8.1 <br />1 <br />A8.1 <br />2 <br />WALL BASE PER SCHEDULE <br />(E) CONC SLAB & FOOTINGS - <br />VERIFY <br />9' <br /> <br />- <br /> <br />0 <br />" <br /> <br />- <br /> <br />B <br />. <br />O <br />. <br /> <br />( <br />E <br />) <br /> <br />S <br />O <br />F <br />F <br />I <br />T <br />, <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />AL <br />I <br />G <br />N <br />AL <br />I <br />G <br />N <br />ACOUSTIC BATT INSULATION <br />FULL-DEPTH OF STUD <br />(1) LAYER 5/8" GYP. BD. <br />6" 20 GA. MTL STUDS PER <br />SCHEDULE -VERIFY IN FIELD; <br />ALIGN WITH SOFFIT FRAMING <br />ABOVE BOTH SIDES OF WALL <br />(1) LAYER 5/8" GYP. BD. <br />EXISTING BOX BEAM / <br />HEADER -VERIFY <br />EXISTING SOFFIT & WALL <br />FRAMING & FINISH -VERIFY <br />REMOVE (E) GYP. BD. FINISH <br />AT B.O. HEADER TO RECEIVE <br />OPENING INFILL WITH NEW <br />MTL STUD PARTITION <br />A8.1 <br />1 <br />ACOUSTIC BATT INSULATION <br />FULL-DEPTH OF STUD <br />(1) LAYER 5/8" GYP. BD. <br />3 5/8" 20 GA. MTL STUDS PER <br />SCHEDULE <br />(1) LAYER 5/8" GYP. BD. <br />(E) SUSPENDED ACOUSTIC <br />CEILING TILE SYSTEM; <br />REMOVED & REINSTALLED <br />WITH NEW PERIMETER TRIM <br />9' <br /> <br />- <br /> <br />0 <br />" <br /> <br />- <br /> <br />B <br />. <br />O <br />. <br /> <br />( <br />E <br />) <br /> <br />C <br />L <br />N <br />G <br />, <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />A8.1 <br />2 <br />A8.1 <br />1 WALL BASE PER SCHEDULE <br />FLOOR FINISH PER SCHEDULE - <br />WHERE OCCURS <br />(E) CONC SLAB & FOOTINGS - <br />VERIFY <br />11 <br />' <br /> <br />- <br /> <br />0 <br />" <br /> <br />- <br /> <br />( <br />E <br />) <br /> <br />S <br />E <br />C <br />O <br />N <br />D <br /> <br />F <br />L <br />O <br />O <br />R <br />, <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />SIM <br />RE-INSTALL (E) INSULATION, <br />OR PROVIDE NEW IF NONE <br />(E) -VERIFY IN FIELD <br />(E) SECOND FLOOR FRAMING <br />& SHEATHING -VERIFY IN <br />FIELD <br />B <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />8.04 5.01 <br />5.02 <br />2 <br />A5.1 <br />25 <br />A8.1 <br />24 <br />A8.1 <br />25 <br />A8.1 <br />2' <br /> <br />- <br /> <br />0 <br />" <br />8' <br /> <br />- <br /> <br />0 <br />" <br />SIM <br />21 <br />A8.1 <br />SIM <br />23 <br />A8.1 <br />MTL. PANEL SIDING PER <br />EXTERIOR ELEVATIONS <br />5/8" EXTERIOR-RATED <br />PLYWD SHEATHING <br />3-5/8" 20 GA. STUD PER <br />SCHEDULE W/ R-13 BATT <br />INSUL. <br />TYVEK COMMERCIAL WRAP <br />(E) CONC. TILT-UP PANEL <br />CONT. MTL. CHANNEL <br />TOP TRACK & <br />ATTACHMENT -SEE DTL <br />(1) LAYER 5/8" GYP.BD. - <br />ALIGN WITH ADJ. FINISH <br />WALL BASE AS <br />SPECIFIED <br />FINISH FLR. AS SPECIFIED <br />OVER (E) CONC. SLAB <br />CONT. MTL. CHANNER <br />RUNNER & ATTACHMENT / <br />EMBEDMENT -SEE DTL <br />(E) ROOF STRUCTURE <br />A8.1 <br />22 <br />A8.1 <br />23 <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br /> <br />( <br />E <br />) <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br /> <br />I <br />N <br />F <br />I <br />L <br />L <br /> <br />- <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />CONC. CURB <br />(E) CONC. SLAB & <br />FOOTINGS -VERIFY <br />M. STEVEN <br />CAMP <br />C-18,407 <br />JUN. 30, 2027 <br />RENEWAL DATESTATEOFCALIFORNIA <br />LICENSED A RCHITECT <br />PROJECT ARCHITECT: <br />PROJECT MANAGER: <br />DRAWN BY: <br />PROJECT NUMBER: <br />All ideas, designs and plans indicated or represented <br />by these drawings are owned by and are the property <br />of Elements Architecture, Inc. and were created and <br />developed for use in connection with the specified <br />project. None of such ideas, designs, or plans shall <br />be used for any purpose whatsoever without the <br />written permission of Elements Architecture. <br />Elements Architecture, Inc. <br />PROJECT NAME: <br />NO.DESCRIPTION DATE <br />M. Steven Camp, AIA <br />Scott Holland, AIA <br />PROJECT ADDRESS: <br />SHELLEY MACDONALD <br />EA <br />SHELLEY MACDONALD <br />STAMPED/SIGNED: 04/08/2026 <br />4/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />7 <br />: <br />5 <br />2 <br />: <br />5 <br />2 <br /> <br />A <br />M <br />21.105 <br />TENANT <br />IMPROVEMENT <br />(PHASE 3) <br />2909 DAIMLER STREET <br />SANTA ANA, CA 92705 <br />A5.1 <br />ELEVATIONS & <br />SECTIONS <br />COMPASS BIBLE CHURCH, <br />TUSTIN SANTA ANA <br />3/4" = 1'-0"3WALL SECTION B (FULL-HT)3/4" = 1'-0"5WALL SECTION D (INT. INFILL)3/4" = 1'-0"4WALL SECTION C (FULL-HT) <br />1/4" = 1'-0"1EAST ELEVATION @ INFILL <br />3/4" = 1'-0"2WALL SECTION A (EXT INFILL) <br />ARCHITECTURAL KEYNOTES <br />## DESCRIPTION <br />5.01 NEW WALL INFILL WITH EXTERIOR METAL PANEL FINISH <br />5.02 EXTERIOR METAL WALL PANELS TO MATCH ADJACENT: MTL. PANEL SIDING; MFR.: METAL SALES, STYLE NO.: <br />TL-17D, COLOR: METALLIC SILVER, INSTALLATION: HORZ. <br />8.04 NEW EXTERIOR DOUBLE DOOR PER SCHEDULE