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G <br />CONDUIT COUPLING <br />SLIP JOINT (IF REQUIRED PER NEC) <br />CONDUIT ELBOW <br />CONDUIT PLUG FOR <br />SPARE CONDUIT <br />PROPOSED <br />CONDUIT <br />U.L. SYSTEM NO. C-AJ-1150 <br />CONDUIT THROUGH BEARING WALL SIMILAR TO U.L. DESIGN NO. U902 <br />F RATING = 3 HR <br />T RATING = O HR <br />1.FLOOR OR WALL ASSEMBLY : MINIMUM 4-1/2" THICK REINFORCED LIGHTWEIGHT OR <br />NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF <br />ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAMETER OF OPENING IS 4". (SEE <br />CONCRETE BLOCKS 9CATZ) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES <br />OF MANUFACTURERS. <br />2.THROUGH PENETRATIONS : ONE METALLIC PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED <br />ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE ANNULAR SPACE SHALL BE <br />MINIMUM 0". (POINT CONTACT) TO MAXIMUM 1-3/8". THE FOLLOWING TYPES AND SIZES <br />OF METALLIC PIPES OR CONDUITS MAY BE USED: <br />A. STEEL PIPE-NOMINAL 6" DIAMETER (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE <br />B. IRON PIPE-NOMINAL 6" DIAMETER (OR SMALLER) CAST OR DUCTILE IRON PIPE. <br />C. CONDUIT - NOMINAL 4" DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC <br />TUBING OR NOMINAL 3-1/2" DIAMETER (OR SMALLER) STEEL CONDUIT. <br />3.PACKING MATERIAL: MINIMUM 6" THICKNESS OF MIN 4.0 PCF MINERAL WOOL BATTING <br />INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING <br />MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES <br />OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL <br />MATERIAL. <br />4.FILL, VOID, OR CAVITY MATERIAL*: SEALANT: MINIMUM 1/4" THICKNESS OF FILL <br />MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR AND <br />WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION BETWEEN PIPE AND <br />CONCRETE, A MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AT <br />THE CONCRETE/PIPE INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH <br />SURFACES OF WALL. W-RATING APPLIES ONLY WHEN CP601S OR CP604 SEALANT IS <br />USED. <br />HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC. : CP601S, CP604, CP606, OR FS-ONE <br />SEALANT. <br />* BEARING THE UL CLASSIFICATION MARK <br />A <br />A <br />4 <br />2 <br />3 <br />2 <br />4 <br />4 <br />NOTE: <br />1.IF EXISTING CONSTRUCTION VARIES <br />FROM THIS DETAIL, AN EQUAL 3-HR <br />U.L. PENETRATION APPROPRIATE FOR <br />THE EXISTING WALL TYPE SHALL BE <br />CONSTRUCTED <br />2.GC SHALL USE NON-SHRINKING CAULK <br />TO WEATHERSEAL ALL PENETRATIONS <br />INTO OR THRU SHELTER WALL. <br />OUTER WALL PENETRATION DETAIL (IF APPLICABLE) <br />UTILITY TRENCH SECTION (IF APPLICABLE) <br />SLIP JOINT DETAIL (IF APPLICABLE) <br />CONDUIT NOTES: <br />1.VERIFY WIRE AND CONDUIT QUANTITY & SIZES WITH GENERATOR MAKE & <br />MODEL # PRIOR TO INSTALLATION. VERIFY ELECTRICAL REQUIREMENTS WITH <br />LOCAL UTILITY PROVIDER. <br />2.ALL CONDUIT ABOVE GRADE OR IN AREAS OF HIGH TRAFFIC SHALL BE SCH 80 <br />PVC. <br />3.PROVIDE SCH 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. <br />4.PROVIDE SCH 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E. <br />SERVICE POLE, BTS EQUIPMENT, ETC.) <br />5.INSTALL UTILITY PULLBOXES PER NEC. <br />BACKFILL MATERIAL COMPACTED TO <br />95% RELATIVE DENSITY PER <br />STANDARD PROCTOR <br />COMPACTED SAND TO 95% RELATIVE <br />DENSITY PER STANDARD PROCTOR <br />26 <br />" <br /> <br />M <br />I <br />N <br />30 <br />" <br /> <br />M <br />A <br />X <br />1' <br />- <br />0 <br />" <br />1' <br />- <br />0 <br />" <br />1'-6" <br />8" <br />UNDISTURBED SOIL <br />ELECTRICAL CONDUIT(S) <br />CONDUIT NOTES: <br />1.VERIFY WIRE AND CONDUIT QUANTITY & SIZES WITH GENERATOR MAKE & <br />MODEL # PRIOR TO INSTALLATION. VERIFY ELECTRICAL REQUIREMENTS WITH <br />LOCAL UTILITY PROVIDER. <br />2.ALL CONDUIT ABOVE GRADE OR IN AREAS OF HIGH TRAFFIC SHALL BE SCH 80 <br />PVC. <br />3.PROVIDE SCH 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. <br />4.PROVIDE SCH 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E. <br />SERVICE POLE, BTS EQUIPMENT, ETC.) <br />5.INSTALL UTILITY PULLBOXES PER NEC. <br />SECTION A-A <br />CONTRACTOR SHALL NOT SUBMIT BIDS <br />OR PERFORM CONSTRUCTION WORK ON <br />THIS PROJECT WITHOUT ACCESS TO THE <br />CURRENT COMPLETE SET OF DRAWINGS <br />LISTED IN THE TITLE-SHEET INDEX. <br />ELECTRICAL WARNING TAPE <br />CONTRACTOR TO MATCH EXISTING GRADE CONDITIONS <br />AFTER TRENCH PLACEMENT AND COMPACTION <br />(FOR PAVEMENT) CONTRACTOR TO SAW-CUT AND REMOVE <br />EXISTING PAVEMENT. UPON REPLACEMENT, CONTRACTOR <br />TO MATCH EXISTING PAVEMENT THICKNESS, PLACEMENT <br />DETAILS AND DRAINAGE CONDITIONS AFTER TRENCH <br />PLACEMENT AND COMPACTION <br />GALVANIZED CHANNEL <br />WITH PIPE CLAMP PER <br />MANUFACTURER <br />CONDUIT <br />COOPER B-LINE DURA-BLOK <br />SLEEPER (OR SIMILAR) AT <br />5'-0" O.C. MAXROOF DECK <br />ROOF CONDUIT MOUNTING DETAIL (IF APPLICABLE) <br />3 <br />4 <br />2 <br />3 <br />1 <br />4 <br />2 <br />1 <br />2 <br />3 <br />4 <br />CONDUIT (TYP) <br />P1119 OR P2558 CLAMP <br />EXISTING WALL/CEILING <br />CONDUIT WALL MOUNT DETAIL (IF APPLICABLE) <br />"UNISTRUT" P1000T. REQUIRED LENGTH BASED <br />ON QUANTITY OF CONDUIT TO BE MOUNTED. <br />INSTALL AT 5'-0" O.C. MAX. W/ FASTENER PER <br />ATTACHMENT TABLE AT EACH END. <br />1 <br />UNISTRUT WALL ATTACHMENT: <br />WALL CONSTRUCTION <br />TYPE FASTENER <br />HOLLOW, AT STUD 3/8" DIA. x 2-1/2" EMBED LAG SCREW <br />CONCRETE BLOCK <br />(HOLLOW) <br />3/8" DIA. HILTI HY-270 (ESR-4143) WITH <br />SCREEN, MINIMUM EMBEDMENT 2-3/8" <br />CONCRETE <br />(SOLID) <br />3/8" DIA. HILTI HY-200 (ESR-3963), <br />MINIMUM EMBEDMENT 2-3/8" <br />NOTES: <br />1. USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR <br />WALL MOUNT AND CONNECTION OF CHANNELS <br />2. GC SHALL USE NON-SHRINKING CAULK TO WEATHER SEAL <br />ALL PENETRATIONS INTO OR THROUGH WALL <br />CEC <br />CEC <br />CEC <br />ELECTRICAL <br />DETAILS <br />PO BOX 2621, BOISE, ID 83701 <br />530.539.4787 <br />CONTACT@GEOSTRUCTURAL.COM <br />WWW.GEOSTRUCTURAL.COM <br />0 04/01/24 ISSUED FOR CONSTRUCTION BM <br />SHEET TITLE: <br />SHEET NUMBER: <br />E-2 <br />REV DATE DESCRIPTION INT <br />REVISIONS <br />SITE INFORMATION: <br />2621 SOUTH BIRCH STREET <br />SANTA ANA, CA 92707 <br />GENERATOR INSTALLATION <br />PROJECT <br />MAIN - DYER <br />10086996 <br />CHECKED BY:JAD <br />THE INFORMATION CONTAINED IN THIS SET OF <br />DOCUMENTS IS PROPRIETARY BY NATURE. ANY <br />USE OR DISCLOSURE OTHER THAN THAT WHICH <br />RELATES TO THE CLIENT NAMES IS STRICTLY <br />PROHIBITED. <br />at t & <br />GENERAL DYNAMICS <br />Information Technology <br />09/30/25 <br />JURISDICTION USE: <br />DATE SIGNED: 4/2/24 <br />2621 S Birch St - 101119515 & <br />20182981 <br />7/24/2024