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Home My WebLink AboutS000.3fJ�7 PRECAST PANEL BENT R 1/4"x4"x17'x 1• 4•• LONG W/(2) - 1�2��0x4�� HSA EA LEG (EA. SIDE OF LEVELER) TOOL JOINT REVEAL (REF. ARCH.) (EA SIDE OF LEVELER) % � : �' PIT DOWN EDGE nRCH � . � � �:PRECAST PANEL� • l ' 1 ,, r F. / � ' SECTION � F2.2 DIM. PER ARCH. 1/7' EXP. JOINT �MATERIAL i� ��/�4 x 1• �..� . DETAIL AT DOOR JAMBS NO SCALE 1 � � i � PL PER SCHEDULE- -�� / I_ COL PER PLAN RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel Jj¢a��1�Von�n�onii� � onrE: 01 /31 /20 P�AN SHIMS & LEVELING NUTS Y� z � xF �� I� z� o� SECTION 0 w 0 a I (4)-3/4" DIA. x 1'-fi" ANCHOR BOLTS (F1554 GR. 36) W� HEX NUTS & WASHERS � EA. END TS COL. BASE DETAIL NO SCALE PRECASi PANEL T/FfG. EL. I � PER PLAN PER PLAN CONiROL � � CUT � END PER PLAN BARS x 4'-0" � EA. OF COWMN JL MAIERIAL AROUND COL. TYPICAL NO SCALE 1/8" (i) SOFFCUT SAWCUT JOINT COL. ISO. JOINTS RLL JOWTS W/ MM80 (OR APPROVED EQUAL) �IAMOND DOWEL � �' 1�B" (}� SOFFCUT PLATE � 24' O.G DIAMOND DOWEL � SAWCUT JOINT � \ SLEEVE ol ol . .. I �I � � �I CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB ON GRADE JOINTS NO SCALE GENERAL Reference Archltecturol, Mechanical, Electricol, ond Plumbing drawings for openings, sleeves, wrbs, inserts, etc. not herein indicoted. All sleeves or openings required in structurol members shall be approved by the Structural Engineer. The structure has been designed for the flnal, in-service condltion. It shall be the contractor's responsibility through methods and means af construction ta mointain the 'mtegrity of the structure during oll stages of construction and insure 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 speciflcations. Shop drawing review by the Structural Engineer shall be for design conformonce anly. The Contractor shall be responsible for oll dimensions, occuracy, and fit of work. FOUNDATIONS Exterior foundations sholl beor o minimum of 7-6" below finish grode ond sholl beor on undisturbed soil. All foundation excowtions ond reloted work sholl conform to the requirements of the following Geotechnical Investigation report: Report number - 1914 Prepored by - Aspen Environmentol Dated - JULY 22, 2019 Allowable Soil bearing pressures: Spread Footings - 2,000 psf Woll Footings - 2,000 pst Report (within 24 hours) any unusual soil condltions not described in the Geotechnical Imestigation. Foundation excawtions shall be made to plan elewtions and inspected by a qualified Geotechnical Engineer. Soil conditions found to be unacceptable shall be modlfied by one of the following procedures: 1. Remove all unacceptable soil and replace with compacted materiol as ouHined in the Geotechnical report. 2 Lower foundations to an acceptable level ond install concrete pedestals as directed by the Structural Engineer. Foundatlon excovotions shall be compacted to o level surface (or formed where sail conditions da not allow). The excawtlon shall be protected from weather if concrete placement does not ocwr within 24 hours of excawtion of the fooflng CONCRETE Reinforced concrete has been designed in conformance with the Building Code Requirements for Structural Concrete (ACI 318) and Commentary (ACI 318R). Concrete mixing, transportinq, and placing shall be in acrordance with the latest editlon of the Speciflcations for Structural Concrete for Buildings (ACI 301). Conc�ete Ilsted below shall be propo�tloned with sand fine aggregate and normal weight coarse aggregates (ACI 30216) and iype I PorHand cement (ASiM C150). Compressive strength (fc) at 28 days shall conform to the following: Spread footings and wall footings 3,000 psi Sldewalks and exterior slabs 4,000 psi ( 6%+/-1i air entroinment) Slobs on grade 4,000 psi Slob on grade constructian shall be in conformance with the latest edition of the Guide for Concrete Floor ond Slob Construction (ACI 3021R) and the following minimum requirements: Minimum cement content ('mterior uses) 5 sacks�rys Minimum cement content (exterior uses) 6 socks/cys Maximum w/c ratlo (interior uses) 0.48 Maximum w/c raYro (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 dlscharge from pipe) Do not finish surface untll concrete has lost surface water sheen or all free water. Do not sprinkle cement on the slab surface. Concrete slabs shall be wred Immed'mtely after finishing using a sproyed on liquld wring compound or other methods approved by the Structural Engineer. Compressive strength tests shall conform to the requirements of A51M C39. Specimens shall be taken in accordance with the latest edition of ASTM C3L Eoch set shall include one cylinder tested at 7 days, 2 cylinders tested at 28 days and one cylinder retained in reserve. iest results shall be forwarded to the Structural Engineer for review and comment. Protect the concrete surface from precipltation 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 oll surface laitonce. The contractor shall submit mix designs for each proposed closs af concrete for the Structural Engineer to review. REMFORCING STEEL Reinforcing steel shall be deformed bars of new billet steel with o minimum yield strength of 60,000 psi conforming to ASTM A615. Detailing, fobricoting, and placing of reinforcement sholl be in occordance with the latest edition of the following standards: Specifications for Shuctural Concrete for Buildings (ACI 301), ACI Detailing Manual(SP66). Reinforcing bars sholl not be welded, heated or cut unless shown on the contract documents. Welded wire fobric shall be smaoth wire fabric (ASiM A185), supplied 'm flat sheets. Welded wire fobric shall be placed 7' down from the top of the slab for slabs on grade and lapped a minimum of 14 inches on all sides. Concrete cover shall be as specified in the latest edltion of ACI 318, unless notes otherwise on plan. Use standard bar chairs and spacers to maintain concrete protectlon specified. Splicing of reinforcing bars shall conform to latest edition of ACI 318. Use a Class "B" lap at splices unless indicated elsewhere. MECHANICAL ANCHORS Expansion and sleeve anchors shall be carbon steel anchors as manufactured by Hilti Fastening Systems or approved equal. Anchors shall be installed per manufacturers recommendations. Anchors shall not be Installed in conerete until it has attained its specified minlmum 28 day compressive strength (f'c). GROUT FOR COWMN BASEPLATES Grout for rolumn base plates shall be a nonmetalliq non-shrink grout (romplying with the requirements of ASTM C827 or CRD-C621), premixed, norcorrosive, non-staining product containing Portland Cement, silica sands, and fluidity improving compounds. Minimum compressive strength (fc) ot 28 days shall be 4,000 psi. Compressive strength tests shall conform to the requirements af ASTM C109. Struct�ural Destiqn, Inc. 7271 IIBST US 8AY 52 New Palestine, lndiana 46163 (a��/ csi-nss r.i p�v) es�-rrss \\��UuilliNiii i ;��,`�� GP iEREo tiqF% , �P No, ��= = * PE6m870367 * _ ,� srarE� �; :'i�r+T'�r"' ��` Struc{u��d��es Inc. niis nenwwc; n�n r.i=inFns. nFsr-Ns AND CONC�PTSCO�TAIM_D1{RCINMC -i i� c�ccwzn�c iNr��cr�n� reo^�ar a sTk�.cr�nn� u�sicN. nN�� nk� � or iu n-u.Fo ok kwko.�� Fo. v�-ioi F ak IIV F/�H I. WIIFOV I I FF Vvdll I FN CONSFNTOFSTRUQ6RAI ]FSIGN. O COPIRIGHT 2019. CURRAN ARCHIiECNRE MAYFLOWER R&IEW SEf 08.062019 PERMIT SEf 08.132019 SD119-054 F 2.2