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cc <br />i.r <br />Yz" 0 ANCHORS SET USING <br />HILTI HIT -RE 500 V3 EPDXY <br />OR APPROVED EQUAL, 6'-0" <br />SPACING FROM CENTER OF <br />FRAME, 4Y2" MIN EMBED <br />TOP OF FRAME <br />EL 107.67' <br />N <br />L8x4x% (CONTINUOUS) <br />Y4"O TAPCON ANCHORS <br />AT 24" OC SPACING <br />EXISTING WALL <br />Y" BENT PLATE AROUND <br />EXISTING CONDUIT BANK <br />TOP OF HEADER <br />EL 103.67' <br />TOP OF OPENING <br />EL 102,67' <br />Z, <br />a <br />Gr <br />C B <br />75'-0" <br />REF <br />1 <br />1'-101, <br />REF <br />HSS12 COLUMN <br />WELDED CAP PLATE <br />9 3" x 5Y" x 0'-l%„ <br />I I <br />I <br />1 I I <br />I I <br />I I i 16 72-12 <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />i <br />i T HSS12x6x% <br />Q I <br />a O i <br />I <br />I <br />O I I <br />0 i � 4„ <br />v <br />(WALL ELEVATION) <br />SECTION A <br />SCALE:1/4" = V-0" 2160040-S100 <br />2160040-SD100 <br />1'-101, <br />REF <br />EXISTING WALL <br />L8x4x% , BREAK AT CONDUIT BANK, <br />SEE SECTION A, THIS SHEET <br />Y" O ANCHORS SET USING HILTI HIT -RE <br />500 V3 EPDXY OR APPROVED EQUAL <br />(4Y2" MIN EMBED) SEE SECTION A, THIE <br />SHEET FOR SPACING <br />1 )/4" 0 SELF -DRILLING SCREWS <br />AT 24" OC SPACING <br />I <br />HSS12x6x% <br />I <br />(DOOR HEADER) <br />SECTION B <br />SCALE:1-1/2" = V-0" 2160040-S101 <br />m <br />a <br />W <br />J <br />lJ <br />0 <br />W <br />z <br />(DOOR FRAME CONNECTION TO WALL) <br />SECTION C <br />SCALE:1-1/2" = V-0" 2160040-S101 <br />HSS12 COLUMN <br />9y,. 3„ <br />I <br />I <br />V <br />Np s�'�j� <br />� ,� 'Professional Certification. I hereby certify that these <br />E NSA C9Ayi <br />documents were prepared or approved by me, and that <br />T No, 902Y4 O I am a duly licensed professional engineer under the <br />laws of the <br />= ro s r ct <br />State of Florida, License No. 90224 <br />����/NAE; ���\\\ Expiration Date: <br />iu I 1 2-08-23 <br />1 <br />REVISED FLOOR DRAIN DETAIL, REMOVED CLEAN OUT DETAIL <br />CDC <br />01/29/21 <br />0 <br />ISSUE FOR CONSTRUCTION <br />CDC <br />01/22/21 <br />REV. <br />DESCRIPTION <br />DRWN <br />::= <br />,= <br />REV. <br />DESCRIPTION <br />DRWN <br />APPRI <br />DATE <br />DRAWING NO. <br />REFERENCE DRAWING <br />DRAWN DATE <br />CDC 01/22/21 <br />CHECKED DATE <br />4i— <br />DSC 01/22/21 <br />SUPERVISOR DATE <br />ALLIANCE <br />AJD 01/22/21 <br />Baltimore, MID Newport News, VA <br />(410)636-9555 (757)599-3300 <br />PROJECT ENGINEER DATE <br />LAS 01/22/21 <br />Richmond, (804)275-140000 <br />OWNERS APPROVAL DATE <br />GENERAL NOTES <br />1. FOR GENERAL NOTES, SEE DRAWINGS 2160040-SO01 & 2160040-SO02. <br />Q DEMOLITION NOTES <br />1. RELOCATE ASSET AND REROUTE ASSOCIATED LINES <br />2. RELOCATE HAND SINK, REROUTE SUPPLY LINES, AND CAP EXISTING DRAIN LINE <br />3. f 0 IS I S I H <br />4, TEMPORARILY REMOVE PORTION OF DUCT IN FRONT OF NEW DOOR OPENING. REINSTALL ONCE <br />DOOR CONSTRUCTION IS COMPLETE, <br />5. CORE DRILL CORNERS OF WALL DEMOLITION TO PREVENT OVERCUTTING. <br />