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HomeMy WebLinkAbout5380-FLSQ17-v19.1 - Sheet - S10 - TRASH COMPOUND8" CMU, SEE PLAN FOR REINF CONC SLAB, SEE PLAN DOWEL TO MATCH VERT WALL REINF SEE PLAN GROUT SOLID ALL CELLS BELOW GRADE SEE PLAN & FTG SCHED FOR SIZE, DEPTH & REINF REQD IN FTG SINGLE COURSE BOND BM. SEE PLAN FOR REINF T.O. WALL = 8'-8" AFF MAX, SEE ARCH SEEPLANCLR3" CLR 3" LAP SPLICE, SEE GEN NOTES CLR2"1' - 6"2' - 0"STD HOOK DOWELS TO MATCH VERT WALL REINF, SEE PLAN 2) #5 CONT SEE PLAN CONC SLAB, SEE PLAN CONC SLAB, SEE PLAN 2) #5 CONT 1 1 1' - 0"CLR3"1' - 0"CLR 3" STD HOOK SAWCUT, FILL WITH JT FILLER AT EXPOSED JOINTS, SEE SPECIFICATIONS 1/8" 1/ 8" WIDE X T/ 4 DEEP SAWCUT JT SAWCUT JOINT TYP "CJ""T"SLAB JOINT NOTES:1. SEE PLAN FOR SLAB THICKNESS "T", REINFORCING AND SUBBASE 2. CONTROL JOINTS TO BE EITHER A SAWCUT OR CONSTRUCTION JT 3. SAWCUT JT SHALL BE 1/8" WIDE X T/4 DEEP CUT MADE WITHIN 2 HRS MIN AND 12 HRS MAX AFTER CONC PLACEMENT WITHOUT RAVELING AND BEFORE RANDOM CRACKS OCCUR. CONC SLAB, SEE PLAN 2) # 5 CONT 1 1 STD HOOK 2) # 5 CONT TYPICAL @ CORNERS 48 X BAR DIA MIN SPLICE LENGTH AT CORNERS / INTERSECTIONS CMU WALL 2) POURED AND REINFORCED CELLS ON EACH SIDE OF CONTROL JOINT. NOTES: 1. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS ACROSS JOINT.2. CUT CMU IN FIELD THROUGH WALL PRIOR TO GROUTING.3. DO NOT CUT BOND BEAM REINFORCEMENT.4. REINFORCED CELLS SHALL MATCH WALL REFORCEMENT REQUIREMENTS. IF WALLS ARE DOUBLY REINFORCED, THE REINFORCED CELLS WILL REQUIRE (2) BARS IN EACH.5. WEATHERPROOF JOINT. REFERENCE ARCHITECTURAL DETAILS. CONTROL JOINT 6" MIN. LAPS ON FIELD FORMED CORNERS AT CORNERS -REINFORCING 3 TOTAL)NOTE: SEE TYPICAL WALL SECTIONS FOR REINFORCING SIZE AND SPACING REQUIREMENTS. T/ 2- AT WALL END & OPENINGS - REINFORCING 2) TOTAL HORIZONTAL JOINT REINFORCEMENT HORIZ. JOINT REINFORCEMENT T/ 2- TYPICAL REINFORCEMENT - REINFORCING CENTERED IN CELL HORIZONTAL JOINT REINFORCEMENT CONCRETE PRE-CAST LINTEL. MATCH WALL WIDTH WALL MATCH BOTTOM REINF, SEE SCHDL BOND BEAM, SEE PLAN FOR REINF WF36" SLAB W/ 4000 PSI CONC. W/ #5 BARS @12" OC EW CENTERED IN SLAB OVER 10 MIL MIN VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS AT TRASH COMPOUND SLAB WF3WF3 CJ, TYP. SEE 7/S10 FOR CONSTRUCTION JT INFORMATION PROVIDE ( 2) # 4 x 4'- 0" LONG BARS AT MID HEIGHT OF SLAB, TYP 5 S10 26' - 8"3 S10 8" CMU WALLS AT TRASH COMPOUND W/ (1) 5 VERT, EDGE SPACING, REINF FILLED CELLS @ 32" OC. PROVIDE SAME REINF FILLED CELL EA CORNER, INTERSECTION AND WALL ENDS. PROVIDE SINGLE COURSE BOND BEAM W/ (2) #5 CONT AT TOP OF CMU, T.O. MASONRY = 8'-8" AFF MAX, SEE ARCH. GROUT ALL CELLS BELOW GRADE SOLID HSS 4X4X3/8, TYP (4)6 S10 PROVIDE FILLED CELL W/ (2) # 5 VERT, EDGE SPACING, EA SIDE OF OPENINGATJAMBS. PROVIDE 8" X 8" PRECAST LINTEL BASE W/ (2) # 5 CONT ABOVE OPENING4' - 0"8" SLAB W/ 4000 PSI CONC. W/ #5 BARS @12" OC EW CENTERED IN SLAB OVER 10 MIL MIN VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS AT TRASH COMPOUND SLAB 4 S10 20' - 8"12 S10 TYP8"4' - 0" 6'-0" ATCENTERPOSTS ONLYPIPE, SEE PLANS 24" DIA ROUND CONC. PIER, CAST W/ FTGS T.O. FLOOR SLAB 0' -0"SHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO. COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.4/16/2020 5:38:37 PMS10218071904-17- 2020RCWSMTRASH COMPOUNDORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA FLSQ17 2019.01 STORE #5380-ORN3/4" = 1'-0"S106 FOUNDATION DETAIL 3/4" = 1'-0"S105 SLAB DETAIL AT DOOR 3/4" = 1'-0"S103 THICKENED EDGE DETAIL 3/4" = 1'-0" S10 7 GENERAL SLAB JOINTINFORMATIONSTRUCTURAL - WALL FOUNDATION SCHEDULE MARK WIDTH FOUNDATION THICKNESS FOOTING REINF WF3 3' - 0" 1' - 6" (4) #5 CONT T&