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EXIT <br />EXISTING UNIT EXISTING UNITEXISTING UNITEXISTING UNIT EXISTING UNIT EXISTING UNIT <br />EXISTING UNIT <br />9' <br />- <br />1 <br />" <br />10 <br />' <br />- <br />3 <br />" <br />A7.11 <br />(E) SIMPSON HCCT <br />HINGE CONNECTOR W/ <br />10,990 # CAPACITY <br />UNIT MAX WEIGHT: 1100# <br />(E) 4"DIA. PIPE COL. <br />(E) 5 1/8" x 21 GLULAM BEAM <br />(E) 5 1/8" x 21 GLULAM BEAM <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />4 <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br />S <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />4 <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br />S <br />(E) 2x6 ROOF JOISTS @ 2'-0" O.C. MAX <br />Scale <br />Project number <br />Date <br />Drawn by <br />Checked by <br />This document, and the ideas and designs incorporated <br />herein, as an instrument of professional service, is the <br />property of Everett Smith, and is not to be used in whole or <br />in part, for any other project without the written authorization <br />of Everett Smith/ ESDESIGNS. All Rights Reserved <br />PREPARED BY: <br />Email: everett@everettsmithdesigns.com <br />PROJECT: <br />CLIENT NAME: <br />PROJECT ADDRESS: <br />REVISIONS: <br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. <br />MENIFEE, CA 92584 <br />EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC <br />2023 <br />DDDDD S E <br />30141 ANTELOPE RD. D774 <br />8/2/2024 5:41:24 PM <br />3/16" = 1'-0" <br />8/ <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />5 <br />: <br />4 <br />1 <br />: <br />2 <br />4 <br /> <br />P <br />M <br />Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt <br />A7 <br />ROOF PLAN <br />23-2292 <br />J.D. PHAM <br />RS <br />ES <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />MA <br />R <br />C <br />O <br />S <br /> <br />P <br />I <br />Z <br />Z <br />A <br />100 N.HARBOR BLVD. <br />SUITE C-3 <br />SANTA ANA CA 92703 <br />3/16" = 1'-0"1 ROOF PLAN <br />(E) UNIT FOR SUITE BELOW <br />TO BE DEMO'D <br />CONTRACTOR TO VERIFY IN FIELD THE EXACT LOCATION OF AC UNIT <br />(N) UNIT FOR SUITE BELOW <br />RTU-1 PER M200 (583 LBS) <br />(N) UNIT FOR SUITE BELOW <br />RTU-2 PER M200 (561 LBS) <br />1. SEE RECORD DRAWINGS BY R.J. MOON, INC CONSULTING STRUCTURAL <br />ENGINEERS DATED AUGUST 14, 1985 FOR BALANCE OF INFO. <br />2. CONTRACTOR TO ENSURE WOOD FRAMING MEMBERS AND THEIR CONNECTIONS <br />(AROUND THE AREA OF WORK) IS IN ACCEPTABLE CONDITION AND DOES NOT <br />SHOW SIGNS OF DEGRADATION. <br />No. Description Date <br />2 Revision 2 2024.03.22 <br />100 N Harbor Blvd #C-3 - <br />101118438, 20182225, <br />30146961, 4013888710/31/2024