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Home My WebLink About3MISCELLANEOUS: The structure and its several parts have been designed for the in-service loads only. The methods, means, procedures, and sequences of construction are the responsibility of the Contractor. The Contractor shall take all necessary precautions to insure safe working conditions and maintain the integrity of the structure during all stages of construction. The adequacy of the design of temporary bracing, shoring, etc. is the contractor's responsibility. FOUNDATIONS: Foundation excavations shall be made to plan elevations. Foundations are to bear on firm, undisturbed soil. The soil conditions beneath foundations shall then be inspected by a qualified Geotechnical Engineer. Where unacceptable soils occur, excavate and replace with an acceptable engineered fill or lower the bottom of the footing to an accepable elevation. Foundations and soils related work shall be performed in accordance with the geotechnical report and inspected by a qualified Geotechnical Engineer. Geotechnical Report prepared by PSI dated August 6, 2012. Report No. 0016-596. Design Net Soil Pressures: Spread Footings: 2,000 psf Continuous Wall Footings: 2,000 psf Assumed net soil pressures are as noted above. It is the contractor's responsibility to verify existing conditions and allowable pressures prior to casting foundations. Foundation conditions noted during construction, which differ from those described in the geotechnical report shall be reported to the Architect, Structural Engineer and Geotechnical Engineer before construction is continued. CONCRETE: Reinforced concrete has been designed in accordance with the current "Building Code Requirements for Structural Concrete" (ACI 318). Mixing, transporting, and placing of concrete shall conform to the latest edition of the "Specifications for Structural Concrete for Buildings" (ACI 301). Concrete in the following areas shall consist of natural sand fine aggregate and normal weight coarse aggregates conforming to ASTM C33, Type 1 Portland Cement conforming to ASTM C150, and shall have the following compressive strength (F'c) at 28 days: Footings and Mats: 3,000 psi Slabs -on -Grade: 3,500 psi Retaining Walls, Curbs, Sidewalks and Slabs Exposed to De-icers: 4,000 psi (6% +/- 1% entrained air by volume) Concrete (flowable fill or lean concrete) used as fill under footings or as backfill behind walls shall consist of natural sand fine aggregate, Type 1 Portland Cement conforming ASTM C150 (50 pounds minimum), and type C or F Fly Ash, and have a compressive strength (F'c) at 28 days of 75 psi. Concrete compressive strength tests shall be performed in accordance with ASTM C39. Copies of the test results shall be forwarded directly to the Structural Engineer. One set of specimens shall be taken for each day's pour of appreciable size and for each 100 cubic yards in accordance with the latest edition of ASTM C31. Each set shall include one specimen tested at 7 days, 2 specimens tested at 28 days and one specimen retained in reserve. This set of test cylinders shall be protected against freezing. Slump tests shall be made prior to the addition of plasticizers. Where concrete is placed by pumping methods, concrete for test cylinders and slump tests shall be taken at the point of final placement. Adjustment of slump by adding water to the mix at the job site shall occur as follows. Adjustment shall be made one time only with a maximum of 2 gallons of water per cubic yard such that the specified slumps and water / cement ratios are not exceeded. The concrete shall be mixed after the addition of water one minute per cubic yard to a maximum of 5 minutes. Protect the concrete surface between finishing operations on hot, dry days or any time plastic shrinkage cracks could develop by using wet burlap, plastic membranes or fogging. Protect concrete deck at all times from rain, hail or other injurious effects. Use of construction joints at locations other than those indicated on the drawings shall be submitted to the Structural Engineer for approval. The Contractor shall submit for review by the Structural Engineer a mix design for each proposed class of concrete. Mix designs shall show weight proportions for components of the mix. The Contractor shall not vary from the mix design without the approval of the Structural Engineer. CONCRETE SLABS -ON -GRADE: Slabs -on -grade shall be constructed in accordance with the latest edition of the "Guide for Concrete Floor and Slab Construction" (ACI 302.1R). In addition to the specifications noted elsewhere, the normal weight concrete for flatwork shall conform to the following: Minimum Cement Content: 5 sacks / cyd Maximum Water To Cement Ratio by Weight: 0.48 Maximum Slump Prior to Addition of Plasticizers: 3 inches Maximum Slump if Plasticizers are not used: 4 inches ,imum cement content shall be 6 sacks/cyd and max w/c ratio shall be 3 for Curbs, Sidewalks and Slabs exposed to de-icers. -on-grade shall be placed to achieve the following minimum tolerances: .verall Values: Ff = 25 FI = 20 Local Values: Ff = 17 A = 15 Place concrete in a manner so as to prevent segregation of the mix. Floating and troweling operations shall not occur until the concrete has lost surface water sheen or all free water. Do not sprinkle free cement on the slab surface. Provide curing of concrete slabs immediately after finishing using a sprayed on liquid curing compound. Other methods may be used with the Structural Engineer's approval. Subgrade modulus for slab on grade design: 100 p.c.i. CONCRETE REINFORCEMENT: Reinforcing bar detailing, fabricating, and placing shall conform to the latest edition of the following standards: "Specifications for Structural Concrete Buildings" (ACI 301) and "ACI Detailing Manual" (SP66). Reinforcing steel shall be deformed bars of new billet steel conforming to ASTM A615 and shall have a minimum yield strength of 60,000 psi. Provide standard bar chairs and spacers as required to maintain concrete protection specified. Welded wire fabric shall be smooth wire fabric conforming to ASTM A185 unless otherwise noted. Fabric shall be supplied in flat sheets and lapped a minimum of 14 inches. Welded wire fabric in slabs -on -grade shall be placed 2" down from the top of the slab unless otherwise noted. Slab on metal deck shall be reinforced with 6x6 - W1.4 x W1.4 WWF placed 3/4" down from the top of the slab. Unless otherwise shown or noted, splicing of reinforcing bars shall conform to the current ACI 318. Where the length of lap is not shown or noted, provide a Class "B" lap at splices. The Concrete Contractor shall prepare detailed working or shop drawings to enable fabrication, erection and construction of the work in accordance with the drawings and specifications and shall submit one electronic copy to the Structural Engineer for approval. These shop drawings will be reviewed for design concepts expressed in the contract documents only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. NON -SHRINK GROUT: Grout shall be a non-metallic, shrinkage resistant (when tested in accordance with the latest edition of ASTM C827 or CRD -C621), premixed, non -corrosive, non -staining product containing Portland Cement, silica sands, shrinkage compensating agents and fluidity improving compounds. Grout shall have a minimum compressive strength (F'c) of 5,000 psi in 28 days. Grout compressive strength tests shall be performed in accordance with the latest edition of ASTM C109. MASONRY: Engineered concrete masonry has been designed in accordance with the latest edition of the "Building Code Requirements for Concrete Masonry Structures" (ACI 531) by the American Concrete Institute (ACI). Concrete masonry construction shall conform to the latest edition of the "Specification for Concrete Masonry Construction" (ACI531.1). Provide special inspections of all masonry construction. Concrete masonry construction shall have a minimum compressive strength (F'm) of 1,500 psi at 28 days. Mortar shall be Type M below grade and Type M or S above grade proportioned in accordance with the latest edition of ASTM C 270 or C 476. Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying with ASTM A 615 and having a minimum yield strength of 60,000 psi. Unless otherwise noted, masonry cores (where specified on drawings) and bond beams shall be filled with concrete meeting the following requirements. Minimum 2,500 psi 28 -day compressive strength with 3/4 -inch maximum aggregate and 7 inch maximum slump. Unless otherwise noted, provide a steel bearing plate with two 3/8 -inch x 6" stud anchors at beam bearings. Bearings for beams, lintels, joists, etc. shall be bond beams or hollow masonry units with cores filled solid with concrete. See drawings for minimum bearing requirements. DESIGN DATA: The building structure has been designed in accordance with the 2006 International Building Code with Indiana Amendments. Roof Loads: Live Load 25 psf Snow Load 20 psf Dead Load 25 psf (Ground Snow Load= 20 psf, Ce= 1.0, Ct= 1.0, I= 1.0) Wind Design Data: * Basic Wind Speed - 90 mph, Exposure C * Main Wind Force Resisting System (P) - ASCE 7 * Base Design Pressure - 15.9 psf * Components and Claddin (P) - ASCE 7 * Wind Importance Factor �I) - 1.0 --A PlPeAA1nl%- Area (Walls) 10 SFT 100 SFT 500 SFT In field of Wall: -18.6, +17.2 -16.1, +14.6 -14.3; +12.9 Within 8'-0" of -22.9, +17.2 -17,8, +14.6 -14.3, +12.9 Corners: -31.5 -20.3 -20.3 Area (Roof) 10 SFT 100 SFT 500 SFT In field -18.8 -17.2 -17.2 Perimeter -31.5 -20.3 -20.3 Corner -31.5 -20.3 -20.3 * Perimeter strip is T-0" 0 Roof Seismic Design Data: * Seismic Use Group = I, (1e=1.0) * Site Class = D * S. (.2 sec)= 17.97., SI (1.0 sec)= 7.9% * Spectral Response Coefficients Sas & Six = 0.191, 0.126 * Seismic Design Category (1616.3) = B * Basic Seismic -Force -Resisting System = Structural Steel Systems not specifically detailed for seismic resistance; R=3.00, Cd=3.00 * Design Base Shear (Cs= 0.064) * Analysis Procedure - ELFP TYF NO SCALE SCALE: NONE STRUCTURAL SECTIONS SLOTS FOR CORNER BLOCK BEAM UNI BUTTER FACE SHELL RAKE AT CONTROL JOINT ONLY. O O/ CUT OR USE IAL BLOCK CORNE-1 CONTROL JOINT KEY AS SPECIFIED O� A ff-MI�IIE "T. n r A A g A CONTROL JOINT SEALANT EXTERIOR LEGEND: FACE OF WALL A - 16" LONG BLOCK B - 8" LONG BLOCK EXTERIOR FACE SASH BLOCK NOTE: SASH BLOCK AS SHOWN ABOVE IS APPLICABLE TO THE CONSTRUCTION OF ALL CONTROL JOINTS EXCEPT WHERE STEEL AND CONCRETE COLUMNS OCCUR AND SHALL BE USED AT EACH LOCATION WHERE C.J. IS INDICATED ON ARCHITECTURAL FLOOR PLANS OR ELEVATION DRAWING. BASIC CONTROL JOINT GJ) SCALE: NONE Gv� D I I I I o I ° I 1/2" EXPANSION - JOINT MATERIAL FILL WITH -� CONCRETE -� COLUMN PER PLAN �L"�LINE OF BASEPLATE BELOW F EDGE OF SLAB EXTERIOR OR Gv� SEE PLAN AS REQ'D Continuous AS REQ'D AS REQ'D ( 4F (TYP.) (TYP. ) fresh concrete at the time of making specimens X 1/2" EXPANSION W B. Verify placement and compaction of fill materials complies JOINT MATERIAL X (,v¢ _ �L � ry soils report. D. Inspection for maintenance of specified o 2. Spread footings, and continuous footings. X a A. Inspect plan dimensions and depth -- - FILL WIT ------f ° o ° r CONCRETE top and bottom. X B. Construction of mortar joints I � I 114 I 1 0c o X ° I D. Specified size and grade of reinforcement -- =--J COLUMN X X ° PER PLAN ° G. Verify soils engineer has approved design a INE OF BASEPLATE 0 o BELOW G. Placement of reinforcement U ° EDGE OF SLAB X X EXTERIOR X INTERIOR W W N Q IGAL COLUMN ISOLATION JOINTS, SCHEDULE OF SPECIAL INSPECTIONS All inspections, testings and verifications shall be in accordance wim 1131 s Lul If .1J %ill._.._.. -- Frequency Continuous Periodic air content and determining the temperature of 1. Soils O fresh concrete at the time of making specimens X A. Verify site preparation complies with approved soils report. for strength tests W B. Verify placement and compaction of fill materials complies X with approved soils report. X SLAB REINFORCING PER PLAN C. Verify dry -density of compacted fill complies with approved � X soils report. D. Inspection for maintenance of specified 2. Spread footings, and continuous footings. X curing temperature and techniques A. Inspect plan dimensions and depth 0- 0 JOINT X B. Inspect quantity and spacing of bars CD X C. Inspect proper clearance is provided for bars at A. Proportions of site prepared X top and bottom. X B. Construction of mortar joints D. Verify proper laps are provided 114 X E. Inspect for proper dowel embedment into 0c o X footing and extension above footing D. Specified size and grade of reinforcement O F. Inspect for corner bars, step bars, dowels, X X anchor bolts, or embedded material V) J/�7 LV X G. Verify soils engineer has approved design X 0 bearing capacity G. Placement of reinforcement U H. Verify that all loose material is removed X X from bottom of footing. No side forming X is permitted CONSTRUCTION JOINT I. Inspect bolts to be installed in footings X* X prior to and during concrete placement ON submitted every two weeks or less as required to allow for timely 3. Structural steel 00U SCALE: NONE review and field modifications if any are required. A. Material verification of high strength bolts, X* X nuts and washers inspector or inspection agency at least one working day B. Check anchor bolts and grouting of base X* X C. Inspect complete penetration of multi -pass X fillet welds 3. Specially inspected work that is installed or covered without the approval of the city inspector is subject to removal D. Inspect complete penetration of single pass X fillet welds > 5/16 E. Inspect complete Penetration of single pass X fillet welds < 5/16 F. Inspect high-strength bolting X* X G. Inspect all joists welded down or connected X to steel per S.J.I. specs. H. Inspect all bridging, "x" bridging, and X miscellaneous steel. I. Inspect that field welded areas are painted X J. Inspect that friction type connections have X no painted surfaces. K. Inspect that metal deck is welded as indicated X on drawings L. Inspectthat proper bearing is provided for joists and beams on steel or concrete X M. Inspection of steel frame joint details for compliance with approved construction documents: X* X Member locations and application of joint details at each connection. N. Inspect bottom chord of joists and joist girders at is made. X stabilizer plates to insure no attachment 4. Concrete verification and inspection A. Verifying use of required design mix X B. Sampling fresh concrete and performing slump, Drawn By i O � 08/27/12 air content and determining the temperature of Z O fresh concrete at the time of making specimens X for strength tests W C. Inspection of concrete placement for proper c X SLAB REINFORCING PER PLAN application techniques � FORMED KEYWAY CONSTRUCTION JOINT DOWELS D. Inspection for maintenance of specified PER PLAN X curing temperature and techniques @D124 O.C. 0- 0 JOINT ■� �+ 4. Masonry verification and inspection CD td C Wcc A. Proportions of site prepared 1 X B. Construction of mortar joints 114 X C. Location of reinforcing 0c o ai�•+ X D. Specified size and grade of reinforcement O Lu X E. Protection of masonry during hot and cold weather T7 v Lu V) J/�7 LV X F. Grout space is clear Z 0 X G. Placement of reinforcement U °' X H. Grout placement N X (*) For braced frame & moment frame columns CONSTRUCTION JOINT V_ ALTERNATE CONSTRUCTION JOINT Notes: 1. Reports of inspections, verifications, and/or testings shall be TYPICAL SLAB ON submitted every two weeks or less as required to allow for timely 00U SCALE: NONE review and field modifications if any are required. 2. It is the responsibility of the contractor to notify the special inspector or inspection agency at least one working day prior to performing any work that requires special inspection. 3. Specially inspected work that is installed or covered without the approval of the city inspector is subject to removal Scope Drawings, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions, OWNER REVIEW 08/22/12 BID SET 08/29/12 Issue Date Drawn By i O � 08/27/12 D.T.C. Z O z° U_ Q u_ W 4) c Z W �� SLAB REINFORCING PER PLAN SLAB REINFORCING � FORMED KEYWAY CONSTRUCTION JOINT DOWELS W F_ 1/8 SOFF-CUT _ PER PLAN @D124 O.C. 0- 0 JOINT ■� �+ U CD td C Wcc C8 1 114 � 0c o ai�•+ -LIv Z LU O Lu •amc oW T7 v Lu V) J/�7 LV /•� Z 0 U °' N CONTROL JOINT CONSTRUCTION JOINT V_ ALTERNATE CONSTRUCTION JOINT TYPICAL SLAB ON GRADE JOINTS, 00U SCALE: NONE Scope Drawings, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions, OWNER REVIEW 08/22/12 BID SET 08/29/12 Issue Date Drawn By i O � 08/27/12 D.T.C. Z z° U W 4) c � �rn C C ■� �+ U CD td C Wcc C8 1 114 � 0c o ai�•+ c U00 U apo •amc oW v�Q /•� Z 0 U °' -4 �mQ U 00 t 00U 0 N Scope Drawings, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions, OWNER REVIEW 08/22/12 BID SET 08/29/12 Issue Date Drawn By Checked By 08/27/12 D.T.C. T.G.S. 4) c V C C ■� �+ Cc CD td C Wcc C 0V � 0c o ai�•+ c E •amc >� Z *+ 4 V 00 t r Scope Drawings, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions, OWNER REVIEW 08/22/12 BID SET 08/29/12 Issue Date Drawn By Checked By 08/27/12 D.T.C. T.G.S. Drawing Title, GENERAL NOTES AND FOUNDATION DETAILS Certified By, �,ERA,q,61 , 19500324) $TATE OF VIA Drawing Number, ONB-F2.2 1 Project Number, 12-116