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STRUCTURAL NOTES CONTINUED SPECIAL INSPECTIONS AND TESTING: <br /> COLD—FORMED STEEL, INTERIOR NON—LOAD BEARING WALLS UNISTRUT NOTES SPECIAL INSPECTIONS AND <br /> REFERENCE STANDARDS UNISTRUT TESTING SCHEDULE <br /> • IBC CHAPTER 22, SECTIONS 2210 AND 2211. STRUT SYSTEM AND COMPONENTS SHALL BE BY UNISTRUT. ALL UNISTRUT CONSTRUCTION SHALL BE <br /> • AISI S100 WITH S2 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD—FORMED IN ACCORDANCE WITH UNISTRUT GENERAL ENGINEERING CATALOG — NO. 17 ALONG WITH ALL <br /> STEEL STRUCTURAL MEMBERS" WITH SUPPLEMENT 2 REFERENCED SPECIFICATIONS AND STANDARDS. ESTABLISHED PER IBC 2018 SECTION 109 AND CHAPTER 17 <br /> • AISI S240 "NORTH AMERICAN STANDARD FOR COLD—FORMED STEEL STRUCTURAL FRAMING" ITEM IBC CODE COMMENTS <br /> MEMBERS AND CONNECTIONS: SOILS <br /> SUBMITTALS FRAMING MEMBERS A6531/2" GR O GRADING, EXCAVATION AND FILL 1705.6 BY GEOTECHNICAL ENGINEER <br /> SUBMIT PRODUCT DATA AND PROOF A ICC LID OR IAPMO UES APPROVAL FOR FRAMING MEMBERS, BOLTS 1/2"0, UNO SAE J429 GR 2 FINAL FOUNDATION PREPARATION BY GEOTECHNICAL ENGINEER <br /> FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2021 IBC. ALTERNATE MATERIALS WITH NUTS 1/2"0, UNO ASTM A576 GR 1015 <br /> EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND FITTINGS A575, A576, OR A36 CONCRETE <br /> APPROVAL BY THE ARCHITECT. POST—INSTALLED ADHESIVE ANCHORS 1705.3 <br /> FINISH: POST—INSTALLED MECHANICAL ANCHORS <br /> FRAMING MEMBERS PREGALVANIZED PER ASTM A653 OR HOT—DIPPED GALVANIZED PER ASTM A123 OR A153 UNLESS EMBEDDED PLATES <br /> COLD—FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS NOTED OTHERWISE BY ARCHITECT. <br /> INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S SPECIAL INSPECTIONS AND TESTING NOTES: <br /> ASSOCIATION ICC EVALUATION REPORT ESR-3064P. INSTALLATION: 1. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. <br /> TORQUE BOLTS TO MANUFACTURER MINIMUM REQUIREMENTS. DO NOT EXCEED MANUFACTURER <br /> MATERIALS SPECIFIED MAXIMUM TORQUE. 2. INSPECTION REQUIREMENTS FOR SYSTEMS DESIGNED BY OTHERS SHALL BE DEFINED <br /> STUDS AND TRACK ASTM A 1003, TYPE H 1/2"0 BOLT 50 FT—LB MIN TORQUE, 70 FT—LBS MAXIMUM BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN. <br /> 43 MIL AND THINNER, GRADE 33 SPECIAL INSPECTION TESTING REQUIREMENTS APPLY TO ALL BIDDER—DESIGNED <br /> 54 MIL AND THICKER, GRADE 50 COMPONENTS. <br /> SHEET METAL SCREWS ASTM C 1513 <br /> FRAMING FASTENERS GRABBER WAFER HEAD <br /> SLOTTED DEFLECTION AND DRIFT TRACK SCAFCO STANDARD SLOTTED DEFLECTION <br /> TRACK WITH DS8 WEB SLOT <br /> CONFIGURATION UNO, IAPMO ER-0283 <br /> MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50 <br /> SHEETS, ANGLES, BRIDGING) <br /> WELDING ELECTRODES 70 KSI, USE LOW HYDROGEN WHEN WELDING <br /> TO STRUCTURAL STEEL <br /> SHEET METAL SCREWS <br /> FASTENERS SHALL BE SELF—DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A <br /> MINIMUM OF 3 EXPOSED THREADS. <br /> FRAMING CONNECTORS <br /> CONNECTORS SHALL BE "STRONG—TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG NO. <br /> C—CF-2020. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE <br /> MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE <br /> WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO <br /> MEMBERS, PLACE ONE—HALF OF THE FASTENERS IN EACH MEMBER. <br /> WELDING <br /> WELDING OF COLD—FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE PERORMED BY <br /> AWS—WABO CERTIFIED WELDERS. <br /> GALVANIZING <br /> GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. <br /> COLD—FORMED STEEL ANCHORS TO CONCRETE AND STEEL <br /> 3 WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE. USE OF <br /> 23 ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED <br /> ANCHORS TO THE ARCHITECT WITH AN ICC—ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC. <br /> REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. <br /> 0 <br /> I <br /> s COLD-FORMED STEEL ANCHORS TO CONIC AND STEEL <br /> APPLICATION PRODUCT DIAMETER EMBED MIN EDGE MIN EVALUATION <br /> a DISTANCE SPACING REPORT <br /> PAF TO HILTI X—C 0.138" AS INDICATED 3" 4" ICC—ES <br /> CONCRETE ESR-1663 <br /> PAF TO HILTI XU-16 0.157" FULL STEEL 1/2" 1" ICC—ES <br /> 5 STEEL PENETRATION ESR-2269 <br /> (3/16" MIN) <br /> CONCRETE SIMPSON 3/8" 2 1/2" 2 3/4" 3" ICC—ES <br /> s SCREW TITEN HD ESR-2713 <br /> ANCHOR <br /> r. STUD PUNCHOUTS <br /> STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE A <br /> MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. <br /> BUNDLED STUDS <br /> TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS, SHALL BE <br /> g SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" OC. <br /> INSULATION <br /> PROVIDE INSULATION IN BOXED OR BUILT—UP FRAMING MEMBERS AS REQUIRED BY THE <br /> s ARCHITECTURAL DRAWINGS. <br /> FIELD CUTS AND NOTCHES <br /> FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN INTERIOR WALL COLD—FORMED <br /> STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM <br /> THE ARCHITECT PRIOR TO CUTTING. <br /> lq3ff <br /> ISSUED FOR CONSTRUCTION <br /> 1601 Sth Avenue,Suite 1600 <br /> Seattle,WA 98101 <br /> DESIGN BY KPFF <br /> zos.szz.saxz DATE 03.01.24 <br /> v'Mrw.kpff.com <br /> DRAWN -11 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE WAYNE ACCEPTABILITY B. RONA 03.01.24 SUBTITLE CURRENT REVISION SYMBOL DATE <br /> ORIG 737 NORTH LINE-40-26 TOWER RELOCATIONS DP 26.03 W8861360 KPFF A EWING 03.01.24 O4�5 >tA3qL�,�� THIS DESIGN AND/OR STRUCTURAL NOTES AND SPECIAL INSPECTIONS W8861360 0 R I 03.01.24 <br /> SPECIFICATION IS APPROVED B. REEVE 03.01.24 SHEET SEQUENCE NO. <br /> ENGINEER APPROVED BY DEPT. DATE B.REEVE o3.01.24 TITLE737 NORTH LINE — 40-26 TOWER RELOCATIONS DP 26.03 CHECKED <br /> S2u-2 <br /> APPROVED BUILDING 40-026 <br /> to AL <br /> oAL gitiG`�; A EWING 03.01.24 <br /> SSNpL ti�G \ti " Y STRUCTURAL MASTER EVERETT, WA DWG No. 40-026—S2u-2 <br />