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�L�:S'p f1 • . . . <br /> TUS :30144:36- FRAME C3 X3.5 '""""_ � � <br /> COLUMNS- 144" HIGHX 36" DEEP <br /> 1-1/4"X 1-1/4"X 1/8"ANGLE DIAGONAL � <br /> AND 1-1/2"X 1-1/2' X 1/8" � <br /> HORIZONTAL BRACING ' <br /> TUS :3014442- FRAME C3 X3.5 � �� R P LA N L E E N D O <br /> COLUMNS 144" HIGHX 42" DEEP. � OO � <br /> 1-1/4"X 1-1/4"X 1/8"ANGLE DIAGONAL � <br /> AND 1-1/2"X 1-1/2'X 1/8" I S A K E R E I N D E R S M A <br /> HORIZONTAL BRACING I � (� O A R C H I T E C T <br /> l9 <br /> � � 5/8" FRT PLYWOOD, FINISH w/J-MOULD <br /> CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. 5450 E. High Street, Suite 200 <br /> PAINT TO MATCH WALL (ONLY OCCURS BEHIND Scottsdale, Arizona 85054 <br /> � O � p: 480.515.5123 f: 602.513.7193 <br /> I RACKS) HOLD PLYWOOD BACK 3'-0" FROM OPENINGS. <br /> SAFETY www.sra360.com <br /> � CLIP � O <br /> VINYL BASE AT SALES FLOOR AREA TO EXTEND <br /> FRONT VIEWS BACK TO BACK FRAME END WEDGE ANCHOR DETAIL BASE PLATE D�TAIL A MINIMUM OF TEN (10) LINEAR FEET FROM <br /> V��W (1) 1-1/2" X4-1/2" HILTIKWIK BOLT TZ ANCHOR � ALL OPENINGS. 11273 <br /> 96" WIDE BAYS- P64876096, 4-718"X 96" STEP BEAM 16 GA, 3 RIVET CONNECTOR- GAP 6620#/PAIR PER BASE PLATE- MINIMUM EMBEDMENT 3-1/4" � REGISTERED <br /> 120" WIDE BAYS- PB5506120, 5-112"X 120" STEP BEAM. 16 GA., 4 RIVET CONNECTOR- CAP 6480#/PAIR. ANCHORAGE SHALL BE DESIGNED BY RACK SUPPLIER, ARCHITECT <br /> 144" WIDE BAYS- P8600:3144, 5-718"X 96" STEP BEAM 1:3 GA 4 RIVET CONNECTOR- CAP 5890#/PAIR INCLUDING SEISMIC LOADS. WHERE REQUIRED BY AHJ � <br /> NOTE: ELEVATIONS MAY VARY SLIGHTLY CALCULATIONS SHALL BE SUBMITTED, SIGNED AND SEALED (j7 REINDERSMA <br /> BY STRUCTURAL ENGINEER IN THE PROJECT STATE. <br /> �� v S AT OF WASNINGTON <br /> N <br /> WAR�HOUSE RACK NOTE:VERIFY COMPONENTS, DIMENSIONS, � � �v/ <br /> 2 � <br /> SCALE: N.T.S. a <br /> TYPICAL RACK DETA►LS SHOWN FOR INFORMATION ONLY. TYP. BEAM TO COLUMN DETAIL <br /> A C F J M Q S V W X <br /> 0 <br /> � <br /> � <br /> � �� � � i i � � � � v <br /> ii � <br /> TEMS TO RE AIN I I �� I I I I +, <br /> �� � <br /> , �� <br /> LANDLORD, AND � �� <br /> �� <br /> CONSULTANTS �� <br /> 16 NEW STRUCTURAL SHEER WALL _i i � ,� <br /> AT COLUMN LINE I I I ii I I I I <br /> � <br /> ' ' ' " ' ► ' ' SPECIAL INSPECTION <br /> �� <br /> �� <br /> �� <br /> �� <br /> �� 1. SPECIAL INSPECTION WILL BE REQUIRED FOR ALL STORAGE RACKS THAT <br /> i i ARE GREATER THAN 8'-0" IN HEIGHT. <br /> ii � � <br /> D T � . 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