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7050 Gall Blvd (129)
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7050 Gall Blvd (129)
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Last modified
3/20/2025 3:36:20 PM
Creation date
2/25/2025 9:48:41 AM
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Building Plans
Street #
7050
Location
Gall Blvd
Contractor
Rodda Construction
Building Plans - Permit #
12953
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GENERAL CONTRACTOR SHALL DRILL TEN (10) 5/8" HOLES IN CONCRETE FOR THRU <br />BOLT MOUNTING OF THE OMEGA C-ARM AND TABLE. <br />NOTE: A FULL SIZE TEMPLATE, FOR LOCATING MOUNTING HOLES, IS AVAILABLE FROM <br />OMEGA MEDICAL IMAGING 1-407-323-9400. <br />MOUNTING HARDWARE TO BE CONTRACTOR FURNISHED - CONTRACTOR INSTALLED. <br />5" DIA. CABLE ACCESS <br />HOLE FOR C-ARM <br />Al <br />L/C BASE PLATE <br />6 EA. 9/16" DIAMETER <br />FASTENING HOLES <br />(USE 1/2" - 13 UNC, <br />GRADE 8 HARDWARE) <br />ONE 5" DIA. CHASE NIPPLE <br />TERMINATED FLUSH <br />WITH FINISHED FLOOR. C <br />CABLE ACCESS FOR <br />C-ARM CABLES. <br />23.100" <br />600 <br />0 <br />37.00" <br />35.00" <br />(4 <br />M <br />0) <br />23.50" <br />PLAN VIEW <br />REVISED 01/27/2012 <br />FOR CABLE ACCESS <br />IN TABLE BASE <br />3.00" x 7.13" HOLE <br />(MAX. TWO 2 1/2" CONDUITS INSIDE THIS AREA) <br />LE COVER OUTLINE <br />o TABLE <br />BASE PLATE <br />LO <br />ti <br />16.50" <br />20.00" <br />CENTER LINE <br />4 EA..63" DIAMETER FASTENING HOLES <br />(USE 1/2" - 13 UNC, GRADE 8 HARDWARE) <br />G.C. TO DRILL 5/8" CLEARANCE <br />HOLES THRU CONCRETE. <br />w <br />J <br />m <br />u <br />0 <br />z <br />w <br />O <br />O. <br />(REFER TO TABLE DETAIL PAGE) <br />PLATE DETAIL) <br />TWO 2-1/2" DIA. CHASE NIPPLES TERMINATED <br />DT <br />FLUSH WITH FINISHED FLOOR. <br />ACCESS FOR TABLE CABLES. <br />B .° d° e <br />FLOOR ` d ° <br />d d ° <br />° ° ° . ° e <br />3/8" THK x 3" SQUARE ---' <br />STEEL PLATE (TYP. 10 PLACES) <br />COVERPLATE <br />MUST BE ACCESSIBLE <br />18" SECTION - —� <br />COVERPLATE DOWN <br />— CONNECTION MAY <br />REQUIRE A FIELD <br />MODIFICATION <br />38.0" <br />1/2" HEX HEAD BOLTS, GRADE 8 <br />WITH LOCK AND FLAT WASHERS <br />TYPICAL 10 PLACES TOTAL. <br />(THRU BOLTING SHOWN) <br />WIRE TROUGH COVERPLATES UP. <br />COVERPLATES MUST BE ACCESSIBLE. <br />1011w x 3 1/2"d HOSPITAL GRADE <br />WIRE TROUGH WITH TWO <br />DIVIDERS AND COVERPLATES <br />WIRE TROUGH COVERPLATES UP <br />GENERAL CONTRACTOR SHALL DRILL 5/8" ANCHOR HOLES FOR <br />THE OMEGA C-ARM AND TABLE BASE PLATES. <br />WIRE TROUGH BELOW FLOOR - VIEWED FROM FOOT END OF TABLE <br />ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING REQUISITES: <br />CHASE NIPPLES SHALL BE GALVANIZED RMC. <br />WIRE TROUGH SHALL BE 1011w x 3 1/2"d, HOSPITAL GRADE WITH TWO DIVIDERS AND ACCESSIBLE COVERPLATES. <br />WIRE TROUGH LOCATED BENEATH THE FLOOR SHALL BE INSTALLED COVERPLATE UP WITH ONE EXCEPTION NOTED BELOW. <br />END SECTION OF WIRE TROUGH, DIRECTLY BENEATH C-ARM, SHALL BE TURNED 1800 (COVERPLATE DOWN) SO THE 3/4'10 H.V. CABLE <br />WITH A 1-5/8"O x 7-1/2" LONG CONNECTOR CAN BE PULLED THROUGH THE 5" O CHASE NIPPLE. <br />FLIPPING 18" END SECTION OF WIRE TROUGH MAY REQUIRE FIELD MODIFICATIONS TO TROUGH AND COVER FOR ATTACHMENT. <br />OPTIONAL TABLE BASE ANCHORING DETAIL <br />(OPTIONAL ANCHORING WHEN THRU BOLTING IS NOT POSSIBLE) <br />(MOUNTING HARDWARE TO BE CONTRACTOR FURNISHED -CONTRACTOR INSTALLED) <br />CROSS SECTION VIEW <br />FINISFILL. I LIIVL <br />(TYPICAL) <br />MOUNTING ROD <br />1/2-13 HEX NUT <br />1/2 LOCK WASHER <br />1/2 FLAT WASHER <br />BASE PLATE <br />FOOT END <br />►NAL GROUT FOR <br />LEVELING BASE PLATE <br />ADD THIS DIMENSION <br />TO EMBEDMENT DIMENSION <br />TO CALCULATE OVERALL <br />ROD LENGTH <br />RECOMMEND THE FOLLOWING ANCHORING SYSTEM BY HILTI (OR EQUIVALENT): <br />HSE 2421 EPDXY ADHESIVE ANCHORING SYSTEM. <br />1/2" x 6 1/2" HAS SUPER ROD / ASTM A193 B7. <br />DEPTH OF ROD EMBEDMENT: 4 1/2" <br />MINIMUM CONCRETE DEPTH: 7" WITHIN 6" RADIUS OF EACH BOLT <br />(CALCULATIONS BASED ON CONCRETE OF 2000PSI OR GREATER) <br />HSE 2421 ALLOWABLE BOND/CONCRETE CAPACITIES: <br />TENSION: 4055 LB. <br />SHEAR: 4170 LB. <br />(NOT TO SCALE) <br />THE TWO REAR BOLTS (LOCATED AT FOOT END OF TABLE BASE PLATE) REQUIRES AN ANCHORING <br />SYSTEM CAPABLE OF 39365 LB. TENSION PER BOLT. THE END USER OR THEIR CONTRACTOR SHALL <br />BE RESPONSIBLE FOR ENSURING THE ANCHORING SYSTEM IN COMBINATION WITH THE FLOOR <br />MATERIAL AND FLOOR DEPTH WILL FACILITATE THIS REQUIREMENT. <br />FACILITY: <br />Florida Hospital <br />Zephyrhills, FL <br />DRAWN BY: <br />Dave Moser <br />DATE: <br />01.30.2012 <br />FILE NAME: <br />FHZ122011 <br />SCALE: <br />NONE <br />SHEET: <br />A-5 <br />
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