|
�- P' P�
<br /> Q�,°F wasNl��ri�
<br /> �' ��' ;` o �
<br /> � ,F �
<br /> _J
<br /> GENERAL STRUCTURAL NOTES � N� '� ����v
<br /> ' THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS. ��t�T 23024����<v `
<br /> ( ) sslo AL����
<br /> A. GENERAL
<br /> 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION FOR NEW CONSTRUCTION SHALL CONFORM TO THE
<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. ', '
<br /> 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNC110N WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
<br /> CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT
<br /> OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
<br /> 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY N
<br /> WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN QN THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST � `
<br /> BE VERIFIED, z
<br /> �
<br /> a � M�° �
<br /> 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR TNE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL Y ��M �
<br /> � ��:
<br /> FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. � � N� N
<br /> � �; �;o 0
<br /> M � �X � �
<br /> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR z � � _ � � . '
<br /> PROCEDURES REQUIRED TO PERFORM HIS WORK. �
<br /> � � �.� �
<br /> 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR �
<br /> APPROVAL PRIOR TO FABRICATION OR CONSIRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
<br /> REQUIREMENT. � �[
<br /> 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY � --� �
<br /> INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, � � �
<br /> SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. Z `''
<br /> � �
<br /> W d ; .
<br /> I-�_ E�
<br /> B. DESIGN CRITERIA � �, , ,
<br /> �
<br /> WIND (ASCE 7-10) VULT = 110 MPH, VASD = 85 MPH, (3 SEC GUST) �
<br /> EXPOSURE "B", IW=1.0, KZT = 1.0 � �
<br /> �
<br /> � �
<br /> EARTHQUAKE (ASCE 7-10) SITE CLASS D
<br /> OCCUPANCY CATEGORY II (IE = 1.0) ���9�'
<br /> SEISMIC DESIGN CATEGORY D +
<br /> SS = 1.412G, S1 = 0.543G
<br /> SDS= .94G, SD1 = 0.54G
<br /> AP = 2.5, RP = 3
<br /> C. STRUCTURAL STEEL
<br /> 1. STRUCTURA� STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC 360 "SPECIFICATION FOR THE ,.
<br /> DESIGN, FABRICAIION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, PLUS ALL REFERENCED CODES.
<br /> 2. PLATES, BARS AND ROLLED SHAPES SHAL.L CONFORM TO ASTM A36, FY = 36 KSI, UNLESS CALLED OUT OTHERWISE ON
<br /> PLAN. RECTANGULAR HSS SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSL
<br /> 3. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 10.12.18 Permit �
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SELECTION OF OPTIONAL DETAILS SHOWN ON
<br /> THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS TNAT
<br /> INCLUDE, BUT ARE NOT LIMITED T0: ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS; WELDING PROCEDURES; REQUIRED ROOT �
<br /> OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; BACKING BARS; COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF
<br /> UNEQUAL PARTS. �. �
<br /> 5. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG-BOLT 2" WEDGE ANCHORS BY SIMPSON STRONG-TIE, "KWIK
<br /> BOLT TZ° WEDGE ANCHORS BY HILTI, OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
<br /> PUBLISHED RECOMMENDATIONS, INC�UDING MINIMUM EMBEDMENT REQUIREMENTS. �
<br /> 6. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED
<br /> WELDERS USING E70XX ELECTRODES. WELDS, UNLESS OTHERWISE NOTED, SHALL BE 3/16" CONTINUOUS FILLET WELDS. WELDS �
<br /> SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS.
<br /> FIELD WELD ARROWS ARE SHOWN ONLY WHERE A FIELD WELD IS REQUIRED BY THE STRUCTURAL DESIGN. THE .
<br /> . CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WE�D SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE
<br /> STRUCTURAL STEEL ERECTION. . .
<br /> U +
<br /> � z �
<br /> — �
<br /> "V ^ M '.
<br /> Z `-
<br /> O �
<br /> � W � Q . �
<br /> O � v U
<br /> � �
<br /> � Z � � � .
<br /> Z � � L
<br /> �
<br /> � z � �
<br /> � M
<br /> O ; O �
<br /> �
<br /> I-- Q z � �
<br /> W � � � . �
<br /> � � z >
<br /> Q � � �
<br /> -.� t� � m
<br /> � `� `
<br /> OL
<br /> . N �
<br /> �
<br /> � � �
<br /> � � w > .
<br /> o �
<br /> N
<br /> _ �\ � . +
<br /> � / r
<br /> G
<br /> �
<br /> S1 �
<br /> GENERAL STRUCTURAL NOTES 3
<br />
|