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ABCC P2 - Bldg 1 - 0-S5.10_1BP1 1 1/4"18"18"7" 1" 12" 4 1/4" A B C D E F NO W WELDANCHOR BOLTSBASE PLATECOLUMN SIZE BASE PLATE AND ANCHOR BOLT SCHEDULE BP2 1" 14" 14" 5" 1" 9" 4 1/4" BP4 1" 12" 12" 4 1/2" 3/4" 9" 4 1/4" BP3 3/4" 12" 12" 4 1/2" 3/4" 9" 4 3/16" BP5 3/4" 10" 10" 3 1/2" 3/4" 9" 4 3/16" UNSLOTTED COLUMN NOTE: CLOSE COLUMN WITH 1/2" CAP PLATE, TYP BEAM WEB, TYP FLANGE NOT SHOWN SINGLE PLATE CONNECTION (3/8" MIN) SIZE TO SUIT SHEAR AND MOMENT 1/4 MIN 1/4 MINTYP THREADED ANCHOR BOLT PROJECTION = GROUT + BASE PLATE THICKNESS + ANCHOR BOLT DIA + 1" MIN ANCHOR ROD WITH 2 STD FLAT WASHERS AND 2 HEAVY HEX NUTS, TYP E TACK AMIN2" GROUTF.DDD D C BW T/CONC ELDDD D C BW BP4 L4x4x1/4 x 0'-5" L3x3x1/4 L4x4x1/4 x 0'-5" L3x3x1/4 SEE ABOVEW/ ARCH AND MECHCOORD OPNG SIZEW/ ARCH AND MECH COORD OPNG SIZE 3/16 TYP 3/16 NOTE: FOR SPANS GREATER THAN 5'-0" USE L6x3 1/2x5/16 (LLV)3/16 TO SUPPORT C8x11.5 L4x4x1/4 C JOIST ROOF DECK, SEE PLAN FOR ORIENTATION MECH UNIT W8x13 PROVIDE METAL DECK CLOSURE ANGLE BEYOND AT PARALLEL CONDITION L DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD This item has been electronically signed and sealed by Holly Jeffreys, Florida license number 82758 on the date and/or time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phase 2 As indicated 8/31/2023 7:31:06 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt0-S5.10MAIN CLUBHOUSE STEEL FRAMING DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S5.10 4 TYPICAL TUBE COLUMN CONNECTIONS 3/4" = 1'-0"0-S5.10 1 TYPICAL BASE PLATE AND ANCHOR BOLT 3/4" = 1'-0"0-S5.10 12 TYPICAL FRAMING AT ROOF DECK OPENING 3/4" = 1'-0"0-S5.10 8 TYPICAL ROOF DECK AT METAL MECHANICAL UNIT SUPPORT