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HomeMy WebLinkAbout23I L c 0 F, 0 1 I I! 3 3 2 STRUCTURAL GENERAL NOTES GENERAL 1. VERIFY EXISTING BELOW GRADE CONDITION BEFORE EXCAVATING FOR PROPOSED FOUNDATIONS. DO NOT DISTURB OR UNDERMINE EXISTING FOUNDATIONS WITHOUT APPROVAL FROM THE ENGINEER. REPORT TO THE ENGINEER ANY CONDITION WHICH PREVENTS THE WORK FROM BEING PERFORMED ACCORDING TO THE PLANS. 2. VERIFY ALL DIMENSIONS GIVEN ON THE PLANS WITH EXISTING. REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE CONSTRUCTION. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ISSUE OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". ACI 318 AND "SPECIFICA- TIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". ACI 301, UNLESS NOTED OTHERWISE. 2. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED 5% +/- 1% AIR CONTENT. 3. CONCRETE PLACING SCHEDULE, LOCATIONS AND DETAILS OF CONSTRUCTION JOINTS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO START OF WORK. 4. (NOT USED) 5. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHOP DRAWINGS FOR FINAL SIZE AND LOCATION OF ALL OPENINGS THRU SLABS AND WALLS. 6. CONTRACTOR SHALL NOT PUMP CONCRETE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 7. DESIGN 28 -DAY CONCRETE STRENGTHS: SUPPORT SLABS 4000 PSI SLAB ON GRADE 4000 PSI FOUNDATION WALLS 3500 PSI FOOTINGS & PIERS 3500 PSI REINFORCING STEEL 1. ALL DETAILING, FABRICATION, PLACING, AND SUPPORT OF REINFORCING STEEL SHALL FOLLOW THE LATEST ISSUE OF THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" AS ADOPTED BY THE AMERICAN CONCRETE INSTITUTE UNLESS NOTED OTHERWISE. 2. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 3. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 185. WWF SHALL LAP 1-1/2 MESH AND SHALL BE WIRED TOGETHER WHERE REQUIRED. 4. WELDED WIRE FABRIC SHALL BE PLACED AFTER ALL MECHANICAL AND ELECTRICAL EQUIPMENT LOCATED IN THE CONCRETE IS IN FINAL POSITION. 5. ALL REINFORCING STEEL IN FOOTINGS WITH LONGITUDINAL AND TRANSVERSE STEEL SHALL BE ASSEMBLED INTO EQUALLY SPACED MAT GRILLS AND WIRED TOGETHER AT ALTERNATE INTERSECTIONS BEFORE CONCRETE IS POURED. 6. (NOT USED) 7. LAP SPLICES SHALL BE CLASS B ACCORDING TO THE LATEST ISSUE OF THE "CONCRETE REINFORCING STEEL INSTITUTE HANDBOOK" UNLESS NOTED OTHERWISE. 8. ALL SLABS ON GRADE SHALL HAVE 6X6-W1.4XW1.4WWF REINFORCING UNLESS NOTED OTHERWISE. 9. DESIGN STEEL GRADES: DEFORMED REINFORCEMENT 60000 PSI WELDED WIRE FABRIC 60000 PSI FORM WORK 1. FORM WORK SHALL BE DESIGNED, ERECTED, MAIN- TAINED AND REMOVED ACCORDING TO THE LATEST ISSUE OF "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". ACI 347. 2. COMPLETED WORK SHALL NOT VARY FROM THE PLUMB, FROM THE LEVEL, FROM THE INDICATED GRADE, OR FROM THE PLANNED POSITION MORE THAN 1/4 INCH IN TEN FEET. 3. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE 3/4" CHAMFER. 2 STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST ISSUE OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AS ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. 3. ALL STRUCTURAL WIDE FLANGE AND TEE SHAPES SHALL CONFORM TO ASTM A992. A 4. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B (Fy=46 KSI), UNLESS NOTED OTHERWISE. 5. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B, (Fy=35 KSI) OR ASTM A501. 6. ALL BOLTS SHALL BE AS NOTED ON BASE PLATE SCHEDULE. ASTM A449 UNLESS NOTED OTHERWISE. 7. SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED FOR THE WELD TYPES AND POSITIONS INVOLVED IN ACCORDANCE WITH AWS D1.1. ALL WELDS ARE SUBJECT TO APPROVAL BY THE ENGINEER. 8. STRUCTURAL STEEL SHALL RECEIVE SUPPLIER'S STANDARD SHOP PAINT. STEEL DECK 1. SEE DETAILS FOR TYPE, GAUGE, AND MANNER OF FASTENING STEEL DECK. 2. ALL DAMAGED AREAS IN SHOP PAINT SHALL BE SPOT PAINTED IN FIELD. TYPE OF PAINT SHALL BE APPROVED BY THE ENGINEER. DESIGN DATA BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE (IBC) WITH INDIANA AMENDMENTS B BUILDING CLASSIFICATION CATEGORY (TABLE 1604.5) ROOF LIVE LOAD (UNIFORM SNOW) ALLOWABLE SOIL BEARING PRESSURE COLUMN SPREAD FOOTINGS WALL STRIP FOOTINGS CATEGORY II (2) WIND LOADS EXPOSURE CATEGORY IMPORTANCE FACTOR, Iw BASIC WIND SPEED (3 SECOND GUST) 30 PSF (+DRIFT) 2,000 PSF 2,000 PSF 2006 IBC „B„ 1.0 90 MPH SEISMIC LOADS 2006 IBC IMPORTANCE FACTOR, ie 1.0 SITE CLASS D SEISMIC DESIGN CATEGORY B ACCELERATION (SHORT PERIOD), Ss .20g ACCELERATION (1 SEC. PERIOD), S1 .080g C A Sheet No. S202 Project No. 10004 BYRUM ARCHITECTS 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA 46268 317.471.1200 FAX.317.471-1224 © copyright 2010 �N C . NO G 1 S T ER�o ` 3 � v No. z • 16188 STATE OF oX\ F /ND I sf10NAL S - (D Certified By Drawn By Checked By JB SH Date 06-25-10 Revisions: Use of Documents The Drawings, Specifications, and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project and shall not be used on other projects or additions to this Project without written permission and due compensation to the Architect. Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of building, the major architectural elements and, in some cases, the structural, mechanical, and/or electrical systems. The Drawings do not necessarily indicate or describe all work required for full performance and completion of the require- ments 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. Sheet No. S202 Project No. 10004 Tmf �W T&W Corporation 3841 W. Moms St. Indianapolis, Indiana 46241 co V 1 C= W CU ^L♦♦ W 70 o U z (D o U Q ^♦ L (CS co ry L CU U c U0 co o _ ca o U .Y 00 0 U L co c W -0__ ami Lo_ �n Cn E U -C-o } c , 0 0LL U �+ G U N d Sheet No. S202 Project No. 10004