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Date: <br />Drawn by: <br />Scale: <br />603 W. Dyer Rd, <br />REVISION DATEClient <br />Project # <br />Sheet Index Name: <br />P7E <br />Approved <br />Revise and Resubmit <br />Santa Ana, CA 92707 <br />A 01/14/26 JR Adjust rack in front of roll up door near start point. <br />A 01/16/26 JR Adjust per corrections. <br />B 01/20/26 JR Hide column on grid line 8 in flue space and adjust aisle below <br />accordingly. <br />C 02/02/26 JR Add 2025 Building Code and reference page for Epiq <br />Engineering. <br />D 02/10/26 JR Adjust fencing length and door placements. <br />E 03/12/26 JR Adjust per corrections. <br />Project Manager:Mike Evans <br />March 12, 2026BYDESCRIPTION OF REVISION <br />Approval <br />Project Name: <br />Please sign layout: <br />Signature: <br />___________________________________ <br />Date: <br />Approved With Comments <br />Sheet Name: <br />18200 Von Karman Ave, Suite 150, Irvine, CA 92612 <br />Phone: (949) 254-1717 ● www.sourceracks.com <br />©2025 All rights reserved. No part of this drawing shall be reproduced or modified in any form or by any means (graphic, electronic or mechanical), including photocopying, without written permission from an authorized representative from Source Racks. <br />1/4" = 1'-0" <br />Justin Reyes <br />Elevation <br />A3.0 <br />NOTE: THE EXACT NUMBER OF ROW SPACERS ARE TO BE DETERMINED BY ENGINEERING. <br />□ Approved <br />Signature :__________________ <br />Date :__________________ <br />IN RACK LOADING <br />HEIGHT AND WEIGHT <br />BAY TYPE A1 <br />PALLET <br />HEIGHT PER <br />LEVEL <br />WEIGHT (LBS) <br />PER LEVEL <br />LEVEL H (inches)MAX.AVG. <br />1 50"440 440 <br />2 50"440 440 <br />3 50"440 440 <br />4 50"440 440 <br />□ Approved <br />Signature :__________________ <br />Date :__________________ <br />STAND ALONE PALLET <br />HEIGHT AND WEIGHT <br />WEIGHT PER PALLET <br />MAX. WEIGHT 420 LBS <br />AVG. WEIGHT 420 LBS <br />50" H <br />36" D36" W <br />□ Approved <br />Signature :__________________ <br />Date :__________________ <br />IN RACK LOADING <br />HEIGHT AND WEIGHT <br />BAY TYPE A <br />(DOUBLE ROW) <br />PALLET <br />HEIGHT PER <br />LEVEL <br />WEIGHT (LBS) <br />PER LEVEL <br />LEVEL H (inches)MAX.AVG. <br />1 50"1,500 1,500 <br />2 50"1,500 1,500 <br />3 50"1,500 1,500 <br />4 50"1,500 1,500 <br />□ Approved <br />Signature :__________________ <br />Date :__________________ <br />STAND ALONE PALLET <br />HEIGHT AND WEIGHT <br />WEIGHT PER PALLET <br />MAX. WEIGHT 500 LBS <br />AVG. WEIGHT 500 LBS <br />50" H <br />36" D36" W <br />□ Approved <br />Signature :__________________ <br />Date :__________________ <br />IN RACK LOADING <br />HEIGHT AND WEIGHT <br />BAY TYPE A <br />(SINGLE ROW) <br />PALLET <br />HEIGHT PER <br />LEVEL <br />WEIGHT (LBS) <br />PER LEVEL <br />LEVEL H (inches)MAX.AVG. <br />1 50"1,260 1,260 <br />2 50"1,260 1,260 <br />3 50"1,260 1,260 <br />4 50"1,260 1,260 <br />25' Clear 25' Clear <br />Selective Rack <br />Side View <br />Single Row <br />Type A/A1 <br />21'-0" <br />Frame <br />Selective Rack <br />Side ViewType A <br />36" <br />Double Row w/ 12"/18" <br />Row Spacers <br />Selective Rack <br />Front View <br />All Dims are T.O.B. <br />WIRE MESH DECK ALL LEVELS <br />(4) 3.75" x .5" Anchors per Footplate <br />Type A1 <br />45" O.C. <br />42" CLEAR <br />60" <br />120" <br />15'-0" <br />20'-0" <br />24'-2" <br />T.O.P. <br />Wire Deck <br />Wire Deck <br />Wire Deck <br />Wire Deck <br />36" <br />12"/18" <br />36" <br />21'-0" <br />Frame <br />60" <br />(typ.) <br />Selective Rack <br />Front View <br />All Dims are T.O.B. <br />WIRE MESH DECK ALL LEVELS <br />(4) 3.75" x .5" Anchors per Footplate <br />Type A <br />123" O.C. <br />120" CLEAR <br />60" <br />120" <br />15'-0" <br />20'-0" <br />24'-2" <br />T.O.P. <br />Wire Deck <br />Wire Deck <br />Wire Deck <br />Wire Deck <br />60" <br />(typ.) <br />2" x 2" x 12" Column <br />Guards all in aisle <br />columns. <br />SEE THE CALCULATION REPORT FOR MAX ALLOWABLE LOADS, REQUIRED MATERIALS, AND REQUIRED CONNECTIONS; PLEASE ALSO NOTE THAT <br />THERE ARE DIFFERENT MAX ALLOWABLE LOADS FOR TYPE A AND TYPE A - SINGLE ROW <br />EXP. 6/30/2026 <br />03/25/2026