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6" DIA. SCHED. 40 <br /> BUILDING COLUMN 6" DIA. SGHED. 40 STEEL PIPE GUARDPOST <br /> 1 � STEEL PIPE GUARDPOST , FILL WITH CONC. PAINT <br /> HIGH-SPEED ROLL-UP DOOR - <br /> E __-; � FILL WITH CONC. PAINT , _ SAFETY YELLOW. <br /> SAFETY YELLOW. <br /> DOOR SUPPORT PER �� � � <br /> A525 A525 COIL HOUSING o <br /> STRUCTURAL I 525 <br /> -I MOTOR I � <br /> 20 GA. PRE-FINISHED SPINQLE EXTENSION � <br /> SHEET METAL SHROUD � <br /> 3 5/8" X 18 GA. ' 10" x 10" x 1/2" STL. FINISH GRADE <br /> STEEL STUDS PLATE W/ 4 3/4" DIA. <br /> d <br /> I = _ ( EXP. BOLTS .° <br /> � F o �;P a <br /> .__ ___ , � <br /> � ���`� ( �'� �� r 3/16 - I } � . <br /> N <br /> — � I � <br /> - �., O a a- a <br /> I ( M a <br /> UNIT HEATER � �� a <br /> I I PAINT SAFETY YELLOW - ' ab CONCRETE FOOTING <br /> O a <br /> ' <br /> EXISTING COLUMN I I . aa '.a <br /> I TRACKS ( <br /> EXISTING PRE—CAST WALL I �'-3" <br /> PAINT SAFETY YELLOW <br /> ID00R HEATERS --I—I— ���i�,,��52 � �ti� �,��;,,, —�E—� <br /> ( ( ��� I �� ,,� � � > > <br /> DOOR SNROUD DETAI � A � BO ��ARD TYPE A � BO ARD TYPE B c <br /> SCA�E: 1 " =1 '-0 1 A18 A525 SCALE: 1 1/2" =1 '-0 1 A18 A525 SCALE: 1 1/2" =1 '-0 1 A18 A525 <br /> � DOOR E �E�ATION B <br /> SCALE: 1/4" =1 '-0 1Al2 A525 <br /> SEALANT <br /> EXISTING METAL � <br /> SEALANT 4 SIDING GIRT PER STURCTURAL <br /> 22 GA. PRE—FINISHED SHEET 22 GA. PRE—FINISHED <br /> METAL FLASHING 4°° SHEET METAL FLASHING <br /> EXIST. CONC. WALL <br /> EXISTING METAL <br /> SEALANT SEALANT SIDING <br /> ROLL—UP DOOR ROLL—UP QOOR 22 GA. PRE—FINISHED <br /> SHEET METAL FLASHING <br /> EXISTING HORIZ. GIRT <br /> � � <br /> DOOR TRACK I DOOR TRACK I BEYOND RAL JAMB <br /> I STRUCTURAL SUPPORT I STRUCTURAL SUPPORT ROLL—UP DOOR <br /> i I <br /> � JANI B DT� . AT CO N C . WA�� E JAM B DT�. AT MT�. S I D I �l G F H EAD DT�. AT MT�e S D I �l � � <br /> SCALE: 3" =1 '-0 A525 A525 SGALE: 3" =1 '-0 A525 A525 SCALE: 3" =1 '-0 A525 A525 <br /> 90% SUBMITTAL <br /> ISSUED FOR PERMIT <br /> 12.20. 17 � <br /> Q <br /> � <br /> � <br /> � <br /> � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITIE CURRENT REVISION SYMBO� DATE � <br /> — 767 LONG LOAD 21666189 C/ROLLUD 12.20.17 ssoa ACCEPTABILITY E.CRANSTON 11.22.17 21666189 — 12.20.17 '�' <br /> THIS DESIGN AND/OR CHECKED MISCELLANEOUS DETAILS o <br /> GISTERED SPECIFICATION IS APPROVED SHEET � <br /> BOE��� � A HITECT N IN TITLE 767 �ONG LOAD � <br /> � APPROVED BY DEPT. DATE A5 2 5 � <br /> RIC C T CHECKED � <br /> STATE OF WASHINGTON APPROVED B U I L D I N G 40-033 �oe N0. COMP No. Y <br /> 21666189 <br /> � <br /> APPROVED ARCHITECTURAL MASTER EVERETT, Wq owc No. 40-033—A525 <br />