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GALVANIZED STEEL <br />GRATING (SEE PLUMBING <br />DETAIL10 / P60-01) <br />GALVANIZED L2 1/2x2 1/2xl/4 & L2 <br />EXISTING SLAB <br />NEW SLAB <br />ROUGHEN SURACE TO <br />1/4" MIN. AMPLITUDE <br />AND APPLY BONDING <br />AGENT <br />SLAB (BY <br />OTHERS) <br />T/ SLAB EL. <br />(SEE PLAN) <br />NEW SLAB <br />2'-0" MIN. LAP #5 x 2'-0" LG. DOWELS @ <br />oe 12" O.C. DOWEL INTO <br />EXIST. SLAB WITH HILTI <br />HIT-HY 200 ADHESIVE <br />WITH 8" MIN. EMBED. <br />(TYP-) <br />#5@12" O.C. N <br />EA. WAY i <br />d <br />NEW 15 MIL VAPOR COMPACTED <br />BARRIER (LAP AND CRUSHED STONE <br />TAPE TO EXIST.) <br />TYPICAL NEW SLAB TO EXISTING SLAB <br />#5@12" O.C. EA. <br />WAY TOP & BOTT <br />#5@12" OC <br />T/ SLAB EL. <br />a (SEE PLAN) <br />e4 - <br />• <br />0���� LAP SPLICE <br />COMPACTED (TYP.) <br />CRUSHED STONE <br />NOTE: <br />1. CONTROL / CONSTRUCTION JOINTS SHALL BE A MINIMUM OF 5'-0" <br />FROM EDGES OF THICKENED SLABS. <br />TYPICAL 12" THICKENED SLAB <br />SAW CUT 1/8" WIDE x 1 3/4" DEEP. <br />FILL WITH PNA JOINT FILLER OR <br />OTHER APPROVED SEMI -RIGID JOINT <br />EPDXY JOINT SEALANT —\I <br />CONC. SLAB <br />T/ SLAB EL. <br />(SEE PLAN) ° <br />• . e e • • v <br />I. <br />PD3 BASKET ASSEMBLY <br />dl <br />O O O O O <br />DOWEL BAR BASKET <br />ENSURE SHIPPING WIRE IS <br />CUT IMMEDIATELY PRIOR TO <br />NOTE: PLACING CONCRETE <br />1. CONTROL JOINT MAX SPACING NOT TO EXCEED 15-0 15 MIL VAPOR BARRIER <br />TYPICAL CONTROL JOINT DETAIL <br />COMPACTED <br />CRUSHED STONE <br />@ 18" O.C. INSTALL PER <br />PNA RECOMMENDATIONS. <br />STOP REINF. 3" <br />FROM JOINT (TYP.) <br />#5@12" O.C. <br />EA. WAY �- <br />eR. <br />C 1 e1 <br />a a , <br />J TRENCH 1/2xl 1/2xl/4 (LLH) w/ 1/2" DIA. x 6" LG <br />J ^ CONC. SLAB DRAIN HEADED STUD @ 18" OC STAGGERED <br />N CL <br />SEE ARCH <br />(SLOPE TO DRAIN) <br />T/ SLAB EL. ► <br />(SEE PLAN) d.. *. <br />a <br />a w <br />w <br />^ W <br />d^ c <br />15 MIL VAPOR <br />BARRIER - - - <br />NOTE: <br />1. SEE ARCH FOR TRENCH DRAIN LOCATION, SIZE AND DEPTH. <br />TYPICAL TRENCH DRAIN DETAIL <br />3/4" = 1'-0" �L� 1 " = 1'-0" �' � 1 " =1'-0" - " <br />3/4" =1 0 <br />3" MIN.- <br />z <br />CV <br />T/ GRADE EL. VARIES <br />(SEE CIVIL) <br />tE_�:7: <br />11 SEE PLAN <br />6" (MIN.) <br />#5@10" O.C. EA. WAY NEW EQUIPMENT <br />TOP & BOTT. (SINGLE PAD (SEE PLAN <br />LAYER FOR SLAB FOR TOC EL.) <br />UNDER 9" THICK) <br />CV <br />e <br />1A_ <br />te. <br />EQUIP. <br />HILTI HIT-HY 200 <br />ADHESIVE ANCHORS W/ 3" <br />EMBED. INTO EQUIP. PAD <br />(SEE DETAIL NOTE 2) <br />3/4" CHAMFER <br />(TYP.) <br />o� <br />o <br />T/ GRADE EL. <br />w > <br />Ov 2 <br />VARIES (SEE CIVIL) <br />C w <br />z <br />Qzo� <br />QZ Q� <br />aci <br />Z <br />w Q LU 3: <br />co %ZOOm <br />COMPACTED CRUSHED <br />STONE <br />NOTES: <br />1. CONTRACTOR SHALL COORDINATE EQUIPMENT LOCATION, SIZES, AND ANCHORING REQUIREMENTS WITH MECHANICAL, ELECTRICAL & PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS. <br />2. EQUIPMENT ANCHORAGE SHOWN IS INTENDED ONLY TO SPECIFY MINIMUM EQUIPMENT PAD SIZES, MINIMUM ANCHOR EDGE DISTANCE AND EMBED., AND TYPE OF POST -INSTALLED ANCHORS. <br />COORDINATE EQUIPMENT SETTING AND ANCHORING REQUIREMENTS WITH GENERAL ARRANGEMENT AND PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS. <br />3. INSTALL ANCHOR BOLTS IN ACCORDANCE WITH PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS AND CURRENT VERSION OF THE ICC-ESR CODE APPROVAL REPORT. <br />TYPICAL EXTERIOR EQUIPMENT PAD DETAIL <br />1 " = 1'-0" <br />#6@10" O.C. EA. WAY <br />NEW CONC. <br />TOP & BOTT. @ 12" <br />INFILL SLAB <br />EXISTING SLAB <br />SLAB <br />EXISTING SLAB <br />CV <br />1` <br />a_ <br />d - <br />`-e <br />' <br />a.a` <br />a - <br />e <br />DOWEL INTO EXISTING <br />)< Y i <br />' as <br />. _ .a • a .a -', <br />- _ <br />r <br />SLAB 8" MIN. W/ HILTI HIT- <br /><a <br />HY 200 ADHESIVE (TYP) <br />ROUGHEN SURFACE TO <br />���`< <br />COMPACTED <br />1/4" MIN. AMPLITUDE AND <br />#5@10" O.C. <br />LAP SPLICE (TYP.) <br />CRUSHED STONE <br />APPLY BONDING AGENT <br />(TYP) <br />Cl) <br />7'-0" (TYP) <br />5'-0" (TYP) <br />NOTES: <br />1. CONTRACTOR SHALL COORDINATE EQUIPMENT LOCATION, SIZES, AND ANCHORING REQUIREMENTS WITH MECHANICAL, ELECTRICAL & PURCHASED EQUIPMENT CERTIFIED <br />VENDOR DRAWINGS. <br />2. ANCHOR BOLTS SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER IN ACCORDANCE WITH PURCHASED EQUIPMENT CERTIFIED VENDOR DRAWINGS AND CURRENT <br />VERSION OF THE ICC-ESR CODE APPROVAL REPORT. <br />NEW SLAB DETAIL @ PALLETIZER COLUMN <br />3/4" = V-0" <br />#5@12" O.C. <br />EA. WAY <br />d n <br />7- #5 BARS AROUND LAP SPLICE <br />TRENCH DRAIN (TYP.) <br />- #5@12" O.C. <br />7" (MIN., TYP.) <br />CONSULTING ARCHITECT/ENGINEER <br />CLARK, RICHARDSON AND BISKUP <br />CONSULTING ENGINEERS, INC. <br />C � CRB ARCHITECTS -ENGINEERS P.C. <br />1 GLENLAKE PARKWAY <br />SUITE 600 <br />\ ATLANTA, GA 30328 <br />PHONE: 404-860-1440 <br />FAX: 404-860-1442 <br />IPROJECT TITLE <br />ZEPHYRHILLS LINE 12 <br />REV <br />BY <br />DATE <br />DESCRIPTION <br />0 <br />BP <br />25AUG21 <br />ISSUED FORBID <br />1 <br />BP <br />22SEP21 <br />ISSUE FOR PERMIT <br />f- <br />LICENSEE <br />Bryan Prins, PE <br />State of Florida <br />Professional Engineer <br />License No. 61146 <br />This item has been digitally signed and <br />sealed by Bryan Prins on the date <br />adjacent to the seal. <br />Printed copies of this document are not <br />considered signed and sealed and the <br />signature must be verified on any <br />electronic copies. <br />CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 <br />CRIB CONSULTING ENGINEERS, INC LICENSE #F96000003389 <br />INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS <br />DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR <br />PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. <br />PROJ. NO. <br />217043.00 <br />DESIGNED BY: <br />MJ <br />SCALE: <br />AS INDICATED <br />CHECKED BY: <br />BP <br />SHEET SIZE: <br />30x42 <br />APPROVED BY: <br />BP <br />IDRAWING TITLE <br />STRUCTURAL <br />DETAILS <br />_T _ <br />-UIF <br />_. _.._ - . " <br />DRAWING NUMBER <br />S60-01 <br />