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Home My WebLink About23 F201 Foundation Details & NotesCL COL. & FTG. BASE PL 3/4"x12"x1'-0" CMU WALL AREINF COL. PER PLAN PER PLAN 1 /2" COL. ISOLATION JOINT OWEL TO MATCH 4'-0"L EXISTING NEW 6" SLAB ERT. REINF. PANEL SAWCUT, REMOVE & REPLACE SAWCUT, REMOVE & REPLACE EXIST. SLAB AS REQUIRED EXIST. SLAB AS REQUIRED 1/2" ISOLATION EXIST. SLAB EXIST. FLR. EL. J� EXIST. FIN. FLR. EL PER PLAN PER PL�gry T FTG. EL. EXIST. SLAB EXIST. SLAB EXIST. SLABACI HOOK .PER PLAN OMPACTED GRANULAR BACKFILL n —�� EXISTING FTG FTG. PER PLAN U' i•a SECTION 1 F201 1/2" EXP. JOINT MATERIAL 2 —6" #4 DOWELS x 2'-0" 4 DOWEL 2'-6" ®18" O.C. ®18" O.C. FIN. RR. EL. e _ PER P� <_ 'CyOpi O.B. T/FTG. EL. A PER P AN rc U ;a d n 1 v4 FTG. PER PLAN a SECTION 4 F201 PER SCHEDULE )LUNN PER 1/2" SHIMS LEVEUI NUTS SECTION 2 F201 EXISTING P.C. PANEL PVT PER 1/2" EXP. JOINT MATERIAL FlN. AFLR. N EL. i SEE THIS SH' e a BASE SETTINI NEW SLAB PER PLAN EXISTING FTG. z FTG. PER PEA PLAN ow SECTION TYP. COLUMN BASE DETAIL NO SCALE RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes e City of Camel ((�� x1VTl�tlandNaAaL DATE: \\ 09/10/19 SECTION 5 F201 0 COL. PER PLAN SAWCUT, REMOVE & REPLACE EXIST. SLAB AS REQUIRED EXIST. SLAB EXIST. FLR. EL.J, PER PLAN Ways EXIST. FTG. EL* PER PLAN BASE PL 3/4"x6"xl'—O" W/(4) — 3/4"e ANCHOR BOLTS DRILL AND EPDXY 8" INTO EXIST. FTG. SECTION iii F201 PER PER SECTION 6 F201 GENERAI Reference Architectural, Mechanical, Electrical, and Plumbing drawings for openings, sleeves, curbs, inserts, etc. not herein indicated. All sleeves or openings required in structural members shall be approved by the Structural Engineer. The structure has been designed for the final, in—service condition. It shall be the contractor's responsibility through methods and means of construction to maintain the integrity of the structure during all stages of construction and ensure safe working conditions. The Contractor shall be responsible for preparation of shop drawings to enable fabrication, erection and construction all parts of the work in accordance with the drawings and specifications. Shop drawing review by the Structural Engineer shall be for design conformance only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. FOUNDATIONS Exterior foundations shall bear a minimum of 3'—O" below finish grade and shall bear on undisturbed soil. Allowable Soil bearing pressures: 1,500 psf Foundation excavations sholl be made to pion elevations and inspected by a qualified Geotechnical Engineer. Soil conditions found to be unacceptable shall be modified by one of the following procedures: 1. Remove all unacceptable soil and replace with compacted material as directed by the Geotechnical Engineer. 2. Lower foundations to an acceptable level and install concrete pedestals as directed by the Structural Engineer. Foundation excavations shall be compacted to a level surface (or formed where soil conditions do not allow). The excavation shall be protected from weather if concrete placement does not occur within 24 hours of excavation of the footing. CONCRETE Reinforced concrete has been designed in conformance with the Building Code Requirements for Structural Concrete (ACI 318) and Commentary (ACI 318R). Concrete mixing, transporting, and placing shall be in accordance with the latest edition of the Specifications for Structural Concrete for Buildings (ACI 301). Concrete listed below shall be proportioned with sand fine aggregate and normal weight coarse aggregates (ACI 302.1 R) and Type I Portland cement (ASTM C150). Compressive strength (fc) at 28 days shall conform to the following: Spread footings and wall footings 3.000 psi Sidewalks and exterior slabs 4,000 psi ( 67+/-1Y. air entrainment) Slabs on grade 4,000 psi Slab on grade construction shall be in conformance with the latest edition of the Guide for Concrete Floor and Slab Construction (ACI 302.11R) and the following minimum requirements: Minimum cement content (interior uses) 5 sacks/cys Minimum cement content (exterior uses) 6 sacks/cys Maximum w/c ratio (interior uses) 0.48 Maximum w/c ratio (exterior uses) 0.45 Maximum slump prior to addition of plasticizers 3 inches Maximum slump if plasticizers are not used 4 inches (measured at point of discharge from pipe) Do not finish surface until concrete has lost surface water sheen or all free water. Do not sprinkle cement on the slab surface. Concrete slabs shall be cured immediately after finishing using a sprayed on liquid curing compound or other methods approved by the Structural Engineer. Compressive strength tests shall conform to the requirements of ASTM C39. Specimens shall be taken in accordance with the latest edition of ASTM C31. Each set shall include one cylinder tested at 7 days, 2 cylinders tested at 28 days and one cylinder retained in reserve. Test results shall be forwarded to the Structural Engineer for review and comment. Protect the concrete surface from precipitation and on hot, dry, windy days use wet burlap, plastic membranes or fogging. Construction joints between pours shall be prepared by roughening the contact surface to an amplitude of approximately 1/4 inch, removing all surface laitonce. The contractor shall submit mix designs for each proposed class of concrete for the Structural Engineer to review. REINFORCING STEEL Reinforcing steel shall be deformed bars of new billet steel with a minimum yield strength of 60,000 psi conforming to ASTM A615. Detailing, fabricating, and placing of reinforcement shall be in accordance with the latest edition of the following standards: Specifications for Structural Concrete for Buildings (ACI 301), ACI Detailing Manual(SP66). Reinforcing bars shall not be welded, heated or cut unless shown on the contract documents. Welded wire fabric shall be smooth wire fabric (ASTM A185), supplied in flat sheets. Welded wire fabric shall be placed 2" down from the top of the slab for slobs on grade and lapped a minimum of 14 inches on all sides. Concrete cover shall be as specified in the latest edition of ACI 318, unless notes otherwise on plan. Use standard bar chairs and spacers to maintain concrete protection specified. Splicing of reinforcing bars shall conform to latest edition of ACI 318. Use a Class "B" lap at splices unless indicated elsewhere. MASONRY Concrete masonry design conforms to the latest edition of the Building Code Requirements for Concrete Masonry Structures (ACI 530). Concrete masonry construction shall be in accordance with the latest edition of the Specification for Concrete Masonry Construction (ACI 530.1). Minimum compressive strength (fm) for concrete masonry units shall be 1,500 psi at 28 days. Mortar mixes (type M below grade, type M or S above grade) shall be proportioned to meet the requirements of ASTM C270 or C476. Masonry walls shall be laterally braced in accordance with all applicable codes and design requirements until roof construction is permanently installed. MECHANICAL ANCHORS Expansion and sleeve anchors shall be carbon steel anchors as manufactured by Hilt! Fastening Systems or approved equal. Anchors shall be installed per manufacturer's recommendations. Anchors shall not be installed in concrete until it has attained its specified minimum 28 day compressive strength (f c). GROUT FOR COLUMN BASEPLATES Grout for column base plates shall be a nonmetallic, non —shrink grout (complying with the requirements of ASTM C827 or CRD—C621), premixed, non —corrosive, non —staining product containing Portland Cement, silica sands, and fluidity improving compounds. Minimum compressive strength (fc) at 28 days shall be 4,000 psi. Compressive strength tests shall conform to the requirements of ASTM C109 Cooler Design Architecture, Planning and Interior Design 913S IN Meridian S1rep Suite Al I x ianapo4x IN 4 260 m337.616U`W1 www.caplwnisignmm EVS Mccwrizii w an`�racwc rani nroivaci waricri caonicin of"�' C0`n;x WM uc * � a a F.............. z0 =y� o e - O a a U 4 LL un 'd K W b N O m s N DO N FL U C Z O p K W p � O > O U d C 2 O U a Q O + Q y � U N F rc m S N � Q w a T o a Z uj O Z vJ J Z ca Q a O z LU U J W w Q Z C) U G H _ Q ED Of vJ a I- Q w O W I- z LL w O Q v =�Gz ° W U UU F201 SHEET NO.