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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S2 - FOUNDATION PLAN AND NOTESGENERAL NOTES: 1. EXTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF 0'-0". THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE THUS: -1'-4", TYP UON. 2. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND CONSTRUCTION OF NON-LOAD BEARING MTL STUD WALLS, FIXTURES, AND OTHER ITEMS NOT PRESENTED HEREIN. 3. CONC CURING COMPOUNDS AND SEALERS ARE NOT PERMITTED FOR THE BUILDING SLAB. 4. 4" CONC SLAB W/ 4000 PSI CONC W/ 6X6XW2.1XW2.1 WWF OVER 15 MIl MIN VAPOR RETARDER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS, TYP UON. PLACE REINF 1/3 OF THE DEPTH FROM THE TOP OF SLAB OR 1 1/2" MIN. 5. 6" CONC SLAB W/ 4000 PSI CONC W/ 6X6XW2.1XW2.1 WWF OVER 15 MIL MIN VAPOR RETARDER ON TERMITE TREATED COMPACTED SOIL IN ACCORDANCE W/ GEOTECHNICAL REQUIREMENTS, TYP UON. PLACE REINF 1/3 OF THE DEPTH FROM THE TOP OF SLAB OR 1 1/2" MIN. 6. INSTALL CONTROL JOINTS WHERE INDICATED ON PLAN. MAXIMUM JOINT SPACING = 10'-0" AND MAXIMUM LENGTH TO WIDTH RATIO =1.5. REFER TO TYPICAL DETAILS AND SPECIFICATIONS FOR FURTHER REQUIREMENTS. 7. SEE ARCHITECTURAL / PLUMBING DRAWINGS FOR DRAIN SLOPES, ELEVATIONS AND SLAB RECESSES. OPENING / RE-ENTRANT CORNER, TYP PROVIDE (2) #4 X 4'-0" LONG BARS AT MID-HEIGHT OF SLAB. 8. ENCASE ALL BASE PLATES WITH 3000 PSI CONCRETE OR GROUT, MIN 3" THICK ALL AROUND AND ON TOP OF W/ 3" CLR TO TOP OF BOLTS. 9. PLACEMENT OF CONC SLAB ON GRADE TO MEET THE FOLLOWING CRITERA: LEVEL WITHIN 1%, FLAT WITHIN ± ¼” AS MEASURED IN 10’-0”. 10. ALL FOOTING CENTERLINES ARE ALIGNED WITH GRIDS UNLESS NOTED OTHERWISE. 11. STEEL COLUMNS BEARS ON FOOTING NOT TOP OF PEIR AT ALL NON-STRUCTURAL PIERS. HSS 8x8x1/2 F99 P99 BP99 COLUMN SIZE FOOTING MARK PIER MARK BASE PLATE COLUMN / FTG / PIER / BASE PLATE TAG S4 4 S4 5 S4 1 S4 2 S43 1 1 2 2 A B 4 6 8 8 F F E E D 3 1 S7 7 HSS8X8X3/8 BP2P2AF8 HSS8X8X3/8 BP2F8 HSS8X8X3/8 BP2P1 HSS8X8X3/8 BP3P2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2P6F5 HSS8X8X3/8 BP2P3F6 HSS8X8X3/8 BP2P4F8 HSS8X8X3/8 BP2 HSS8X8X3/8 BP3 HSS8X8X3/8 BP2P2 HSS8X8X3/8 BP3P2 HSS8X8X3/8 BP3 HSS8X8X3/8 BP2 HSS8X8X3/8 BP2 F6X15 F10X28 F7.5X22 92' - 4" 31' - 0"3' - 10 1/4" 16' - 9 1/4"20' - 5 1/8"19' - 7 3/8"4"17' - 6"17' - 6"34' - 0"11' - 0"30' - 0"21' - 3"25' - 9"3' - 8" 62' - 3"29' - 5"4"4"17' - 6"34' - 10"3' - 8"4"WALK-IN REFRIGERATOR SLAB, SEE PLAN NOTE 5 WALK-IN REFRIGERATOR SLAB, SEE PLAN NOTE 5 SLAB ON GRADE, SEE PLAN NOTE 4 FREEZER & REFRIGERATOR SLAB, SEE PLAN NOTE 5 7' - 0"8' - 2"8' - 2"6" T.O. SLAB. = -0' - 4" 15' - 7"12' - 7"11' - 3"11' - 7"3' - 10"10' - 3"4"15' - 7" 11' - 4" 5 1/2" CONTROL JOINT, TYP COMTROL JOINT, TYPT.O. PIER. = 0' - 0"T.O. PIER. = 0' - 0"3' - 2 1/8"3' - 2 1/8"8"3' - 0"3' - 5"2' - 0"2' - 10" 5 F7X25 C 7.869' - 4"56' - 8"T.O. FTG. = -3' - 6" 10 S5 S5 8 TYP S5 7 TYP 9 S5 6 S5 4 S5 TYP SLAB CONTROL JOINT, TYP 6 S5 9 S5 6' - 5 1/2" 11 S5 10 S5 6 S5 6 S5 10 S5 10 S5 1' - 6 3/8" 5' - 6"5' - 6" 7' - 0"7' - 0"4' - 3"4' - 3"HSS5X5X3/16 BP1P5 HSS5X5X3/16 BP1P5 3.5 F8X14 T.O. FTG. = -3' - 6" 6' - 5 1/2"6' - 4 1/2"6' - 4 1/2"6' - 6 1/2" HSS8X4X3/16 HSS8X4X3/16 HSS8X4X3/16 6' - 2 3/8"6' - 2 3/8"6' - 2 3/8"6' - 2 3/8"HSS8X4X3/16 HSS8X4X3/16 HSS8X4X3/16 HSS8X4X3/16 24 S5 TYP 24 S5 TYP F10X28 T.O. FTG. = -3' - 0"5' - 3"5' - 3"8 1/4"SEE NOTE 11 SEE NOTE 11 SEE NOTE 11 SEE NOTE 11 SEE NOTE 11 G G 2' - 5 1/2"2' - 5 1/2"2' - 3"2' - 5 1/2"2' - 5 1/2"T.O. FTG. = -3' - 0" 8' - 0"10' - 0"7' - 7"10 S5 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 5:36:00 PMS2218071904/17/2020RCWSMFOUNDATION PLAN AND NOTESORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORNSTRUCTURAL - FOUNDATION SCHEDULE MARK WIDTH LENGTH FOUNDATION THICKNESS TOP REINF. BOTTOM REINF. F5 5' - 0" 5' - 0" 1' - 0" #5 @ 12" OC EW #5 @ 12" OC EW F6 6' - 0" 6' - 0" 1' - 4" #5 @ 12" OC EW #5 @ 10" OC EW F6X15 6' - 0" 15' - 0" 2' - 0" #7 @ 9" OC EW #7 @ 9" OC EW F7.5X22 7' - 6" 22' - 0" 2' - 6" #7 @ 12" OC EW #7 @ 12" OC EW F7X25 7' - 0" 25' - 0" 2' - 0" #7 @ 12" OC EW #7 @ 12" OC EW F8 8' - 0" 8' - 0" 2' - 0" #5 @ 12" OC EW #5 @ 12" OC EW F8X14 8' - 0" 14' - 0" 1' - 4" #5 @ 12" OC EW #5 @ 12" OC EW F10X28 10' - 0" 2' - 6" #7 @ 12" OC EW #7 @ 12" OC EW 1/4" = 1'-0"S2 1 FOUNDATION PLAN CONCRETE PIER SCHEDULE MARK LENGTH WIDTH HEIGHT USE COUNT P1 1' - 8" 1' - 8" 1' - 8" STRUCTURAL 1 P2 3' - 0" 3' - 0" 1' - 8" STRUCTURAL 2 P2A 3' - 0" 3' - 0" 2' - 2" STRUCTURAL 1 P3 3' - 0" 3' - 5" 1' - 4" NON-STRUCTURAL 1 P4 2' - 0" 2' - 10" 1' - 4" NON-STRUCTURAL 1 P5 3' - 2 1/8" 2' - 11 1/4" 1' - 4" NON-STRUCTURAL 2 P6 0' - 8 1/4" 2' - 3" 1' - 4" NON-STRUCTURAL 1 28' -0"Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020