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STRUCTURAL STEEL <br /> ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN <br /> ACCORDANCE WITH THE AISC. <br /> "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL <br /> FOR BUILDINGS" AND THE A. I .S.C. "CODE OF STANDARD PRACTICE FOR <br /> STEEL BUILDINGS AND BRZDGES" . <br /> ALL CONNECTIONS SHALL BE DESIGNED TO CARRY MAXIMUM UNIFORM LOAD <br /> FOR THE SPAN AS INDICATED IN "A. I .S.C. MANUAL OF STEEL <br /> CONSTRUCTION", UNLESS NOTED. <br /> ALL BOLTS USED IN STRUCTURAL STEEL CONNECTIONS SHALL CONFORM TO <br /> ASTM SPECIFICATIONS. <br /> ALL STRUCTURAL SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED. <br /> ALL FIELD WELDED CONNECTIONS MUST BE SHOWN ON SHOP DRAWINGS . ALL <br /> WELDING TO BE DONE BY A CERTIFIED WELDER. <br /> ALL FRAMING MUST BE PLUMBED AND ADEQUATELY BRACED TO RESIST WIND <br /> AND CONSTRUCTION LOADS DURING CONSTRUCTION PERIOD UNTIL ALL <br /> EXTERIOR MASONRY WALLS ARE IN PLACE AND TIED TO COLUMNS AS <br /> DETAILED. <br /> FRAME CONSTRUCTION <br /> PROVIDE AND INSTALL WOOD FRAMING AS SHOWN AND DETAILED ON <br /> CONSTRUCTION DOCUMENTS USING GOOD CONSTRUCTION PRACTICE METHODS <br /> IN ACCORDANCE WITH THE CODE. PROVIDE NAILING IN ACCORDANCE WITH <br /> CODE REQUIREMENTS. <br /> WOOD FRAMING MUST BE PLUMBED AND ADEQUATELY BRACED TO SUPPORT <br /> CONSTRUCTION LOADS. <br /> ROOF JOIST TO BEAR ON DOUBLE PLATE AT TOP OF WALL. <br /> INSTALL MICRO—LAMS IN ACCORDANCE WITH MANUFACTURER' S <br /> RECOMMENDATIONS AND AS DETAILED. NF.�=� MULTIPLE LAMS WITH TWO <br /> ROWS OF NAILS AS RECOMMENDED. <br /> USE JOIST HANGERS, COLUMN CAPS AND COLUMN BASES AS REQUIRED AND <br /> AT ALL INTERSECTION MEMBERS. ALL ACCESSORIES TO BE SIMPSON OR <br /> EQUAL. <br /> MILBRATH RESIDENCE ��97�169 J. H. Dahlmeier <br /> 3265 CARMEN R❑AD ��+ � � Engineering Inc. S _z <br /> ❑R 0 N 0, M N �„ECKm�D 2434 Commerce Baulevard 612-472-4746 <br /> JHD Mound, MN bb364 Fax 612-472-4761 10/1J/97 <br />