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<br /> STRUCTURAL NOTES - CONTINUED
<br /> ° STEEL DECK
<br /> FRAMING CONNECTORS
<br /> CONNECTORS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY AS SPEGFIED IN CATALOG
<br /> STEEL DECK SHALL CONFORM TO ASTM A 653. WHERE THE DECK IS LEFT PERMANENTLY NO. C-CFS-15. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE SHEET METAL SCREWS
<br /> EXPOSED, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G90. IN OTHER AREAS, MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN FASTENERS SHALL BE SELF-DRILLING AND SHALL EXTEND THROUGH THE CONNECTION . �
<br /> GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G60. STEEL DECK SHALL CONFORM ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR WITH A MINIMUM OF 3 EXPOSED THREADS.
<br /> TO THE FOLLOWING: STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER.
<br /> WELDING � . . �
<br /> fY (PS�) USE SHEET METAL SCREWS WELDING OF COLD-FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE
<br /> 40,000 MINIMUM COMPOSITE FLOOR/ROOF SLAB DECK FASTENERS SHALL BE SELF-DRILLING AND SHALL EXTEND THROUGH THE CONNECTION PERFORMED BY AWS-WABO CERTIFIED WELDERS.
<br /> 33,000 MINIMUM NONCOMPOSITE STEEL ROOF DECK WITH A MINIMUM OF 3 EXPOSED THREADS.
<br /> GALVANIZING
<br /> � MINIMUM DECK GAUGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED WELDING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. � � ' �
<br /> CONDITIONS. HEAVIER DECK GAUGES MAY BE REQUIRED FOR CONDITIONS OTHER THAN WELDING OF COLD-FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE � ' ' " � �' �
<br /> THESE, DEPENDING ON MANUFACTURER'S AND CONTRACTOR'S LAYOUT. DECK SUPPLIER PERFORMED BY AWS-WABO CERTIFIED WELDERS. COLD-FORMED STEEL ANCHORS TO CONCRETE AND STEEL
<br /> SHALL VERIFY DECK GAUGES AND CAPACITIES BASED ON ACTUAL DECK LAYOUT AND SPAN WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE.
<br /> CONDITIONS INCLUDING A 10 PSF SUPERIMPOSED DEAD LOAD ALLOWANCE FOR THE STEEL GALVANIZING USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT
<br /> ROOF DECK. DEVIATIONS IN DECK GAUGES FROM THOSE SHOWN SHALL BE SUBMITTED TO GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID � .
<br /> - THE ARCHITECT, ALONG WITH A VALID ICC REPORT FOR APPROVAL PRIOR TO SHOP FOR THE 2015 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS.
<br /> COLD-FORMED STEEL ANCHORS TO CONCRETE AND STEEL
<br /> DETAILING. WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE.
<br /> DECK WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE - USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT COLD-FORM ED STEEL ANCHORS TO CONCRETE AN D STEEL
<br /> PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID 1601 Fifth Avenue,suite 1600
<br /> SHEET STEEL." WELDERS SHALL BE QUALIFIED BY WABO SHEET STEEL WELDER FOR THE 2015 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. MIN EDGE MIN EVALUATION 1
<br /> CERTIFICATION PROGRAM. ARC SPOT WELD SIZES NOTED ARE BASED ON THE NOMINAL APPLICATION PRODUCT DIAMETER LENGTH DISTANCE SPACING REPORT j Seattle,WA 98101
<br /> (VISIBLE) DIAMETER. 2o6.6i2.5s22
<br /> . FULL STEEL kpff.com
<br /> CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS COLD-FORMED STEEL ANCHORS TO CONCRETE AND STEEL PAF TO HILTI X- 0.145" PENETRATION 1/2" 1" ICC-ES
<br /> COLD-FORMED FRAMING NECESSARY TO COMPLETE THE WORK. THE MINIMUM BEARING MIN EDGE MIN EVALUATION STEEL S16P8TH (3/16" MIN) ESR-1752
<br /> SHALL BE 2 INCHES. APPLICATION PRODUCT DIAMETER LENGTH DISTANCE SPACING REPORT
<br /> CONCRETE SIMPSON ICC-ES
<br /> PAF TO HILTI X-C 0.138" AS INDICATED 3" 4" �CC-ES SCREW TITEN HD 3/8" 2 1/2" 2 3/4" 3" ESR-2713 � � �
<br /> NONCOMPOSITE STEEL FLOOR DECK CONCRETE ESR-1663 ANCHOR
<br /> STEEL FLOOR DECK SHALL BE OF THE SIZE AND GAUGE SHOWN ON THE PLANS OR AN FULL STEEL
<br /> APPROVED EQUAL. STEEL ROOF DECK FASTENING SHALL BE AS SHOWN ON THE PLANS. THE PAF TO HILTI ICC-ES
<br /> 0.145" PENETRATION 1/2" 1" STUD PUNCHOUTS O� �l
<br /> MINIMUM END LAP SHALL BE 2 INCHES CENTERED OVER SUPPORTS. DECK LOAD CARRYING STEEL X-S16P8TH (3/16" MIN) ESR-1752 STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE G� �pF �ASNI�V �
<br /> CAPACITY BASED ON VERCO TYPE N-24 DECK. � � � �'
<br /> CONCRETE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. '� ��� ��,y,
<br /> C SUSPENDED CEILINGS, LIGHT FIXTURES, PIPES, DUCTS, MECHANICAL OR ELECTRICAL SCREW SIMPSON 3/8" 2 1/2" 2 3/4" 3" �CC-ES _ C
<br /> EQUIPMENT, OR OTHER UTILITIES MAY BE SUPPORTED BY THE NONCOMPOSITE STEEL ANCHOR TITEN HD ESR-2713 BUNDLED STUDS
<br /> . ROOF DECK IF THE UNIFORM LOAD DOESN'T EXCEED 10 PSF AND THE MAXIMUM TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS,
<br /> CONCENTRATED LOAD DOES NOT EXCEED 100 POUNDS. SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" �' cr �1�,�'�,�,
<br /> STUD PUNCHOUTS pC. ��, 0036475 � `�
<br /> URA L E� 1� �
<br /> HOLES OR COMBINATIONS OF HOLES IN NONCOMPOSITE STEEL ROOF DECK, WHICH CUT STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE SSIONaL ��� I�� ��
<br /> TWO WEBS WHICH ARE CLOSER THAN 24 INCHES ON CENTER IN ANY DECK SPAN, MAY A MINIMUM OF 10"AWAY FROM THE ENDS OF EACH STUD. INSULATION ���
<br /> REQUIRE DECK REINFORCEMENT AND REQUIRE DIRECTION FROM THE ENGINEER. PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE
<br /> BUNDLED STUDS ARCHITECTURAL DRAWINGS. . _ � � � �
<br /> ANCHORS TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS,
<br /> SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" COLD-FORMED STEEL JOISTS
<br /> OC. JOISTS ARE ASSUMED TO HAVE FULL LATERAL SUPPORT WITH DECKING ATTACHED TO THE Wa re h o u se
<br /> POST-INSTALLED ANCHORS INSULATION COMPRESSION FLANGE. JOIST ENDS MUST BE BRACED BY RIM TRACK OR BLOCKING.
<br /> PROVIDE POST-INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS. PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMiNG MEMBERS AS REQUIRED BY THE MINIMUM 3 1/2" JOIST BEARING WIDTH AT WALLS. ADD WEB STIFFENER IF BEARING WIDTH IS Bath room Expansion
<br /> ARCHITECTURAL DRAWINGS. LESS THAN 3 1/2 .
<br /> USE OF ALTERNATE PRODUCTS, OR OF POST-INSTALLED ANCHORS AT LOCATIONS NOT
<br /> � SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT FIELD CUTS AND NOTCHES FOR
<br /> PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN EXTERIOR WALL COLD- RATED SHEATHING
<br /> FOR THE 2015 IBC. SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST
<br /> THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING. EDITION OF U.S. DEPARTMENT OF COMMERCE (DOC) PS-1 "CONSTRUCTION AND INDUSTRIAL p p p•
<br /> FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST PLYWOOD" OR DOC PS-2 "PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE TG�C�U�iI BOG I�C� —
<br /> SEISMIC LOADS, SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT PANELS". EACH PANEL SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN
<br /> THE ANCHORS ARE SUiTABLE FOR THE RESISTANCE OF SEISMIC LOADS. �jOLD-FORM ED STEEL� PLYWOOD ASSOCIATION.
<br /> ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 SHEAR WALL SHEATHING AT
<br /> DAYS AS REQUIRED BY ACI 318. LOAD-BEARI NG AN D SHEAR WALLS 15/32" 32/16 STRUCT 1, EXPOSURE 1
<br /> HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS ALL ROOF SHEATHING AND SUBFLOORING SHALL BE INSTALLED FACE GRAIN 6000 - 23rd Drive West
<br /> ALL HEADED SHEAR STUDS SHALL CONFORM TO ASTM A 108 AND SHALL BE 3!4-INCH PERPENDICULAR TO SUPPORTS OR AS INDICATED ON THE DRAWINGS. ROOF AND Everett, Wa 98206
<br /> • DIAMETER HEADED STUDS, UNLESS NOTED OTHERWISE. STUD LENGTHS AFTER WELD REFERENCE STANDARDS SUBFLOORING SHEATHING SHALL BE UNBLOCKED OR AS INDICATED ON DRAWINGS.
<br /> SHALL BE AS SHOWN ON THE DRAWINGS. DEFORMED BAR ANCHORS (DBA) SHALL CONFORM IBC CHAPTER 22, SECTIONS 2210 AND 2211. INSTALL WITH 1/8" GAP BETWEEN PANELS. SHEAR WALL SHEATHING SHALL BE BLOCKED AT
<br /> TO ASTM A 496 AND SHALL BE OF THE SIZE AND LENGTH SHOWN ON THE DRAWINGS. ALL AISI S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL ALL PANEL EDGES AS INDICATED IN THE SHEAR WALL SCHEDULE, UNLESS NOTED
<br /> STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END WELDED IN SHOP OR STRUCTURAL MEMBERS" OTHERWiSE.
<br /> FIELD WITH EQUIPMENT RECOMMENDED BY MANUFACTURER. AISI S240 "NORTH AMERICAN SPECIFICATION FOR COLD-FORMED STEEL STRUCTURAL PERM IT SET
<br /> B COLD-FORMED STEEL FRAMING��
<br /> � STRUCTU,RAL SYS EMSICAN SPECIFICATION FOR SEISMIC DESIGN OF COLD-FORMED STEEL ER EACOHN OIST, RAFTER, ROOF TRUSS, AND WALL STUD SHALL BE IN VERTICAL ALIGNMENT 08/21/2017 g
<br /> EXTE RIOR I N FI LL NON LOAD OVER THE ENTIRE BUILDING HEIGHT. This drawing is:
<br /> � SUBMITTALS 2. STUDS SHALL BE SEATED INTO THE TOP AND BOTTOM TRACKS WITH LESS THAN 1/16" 1. Copy�ight 2017 Dykeman, Inc.
<br /> SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO-UES APPROVAL FOR FRAMING GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK. 2. The Architect's Instrument of Professional Service.
<br /> B EARI N G WALLS MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2015 IBC. ALTERNATE 3. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT 3. For use on this project on�y. Obtain Architect's
<br /> MATERIALS WITH EQUtVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHRLL BE SUBJECT DISTORTION TO ANY MEMBER. written permission for any other use or reproduction.
<br /> TO REVIEW AND APPROVAL BY THE ARCHITECT.
<br /> • FIELD CUTS AND NOTCHES
<br /> REFERENCE STANDARDS FRAMING MEMBERS FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN LOAD-BEARING COLD- � • "
<br /> IBC CHAPTER 22, SECTIONS 2210 AND 2211. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE
<br /> AISI S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING.
<br /> STRUCTURAL MEMBERS" MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P. ZO� 7-013
<br /> AISI S240 "NORTH AMERICAN SPECIFICATION FOR COLD-FORMED STEEL STRUCTURAL PERMANENT WALL BRIDGING
<br /> FRAMING" MATERIALS WALL BRIDGING AND BRIDGING ANCHORAGE SHOWN IN THESE DRAWINGS SHALL BE
<br /> CONSIDERED AS PERMANENT. THIS BRIDGING MUST BE IN PLACE PRIOR TO APPLYING AXIAL �
<br /> SUBMITTALS STUDS AND TRACK ASTM A 1003, TYPE H LOAD TO STUDS.
<br /> SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO UES APPROVAL FOR FRAMING 43 MIL AND THINNER, GRADE 33
<br /> MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2015 IBC. ALTERNATE 54 MIL AND THICKER, GRADE 50 MARK DATE DESCRIPTION
<br /> _ MATERIALS WITH EQUNALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT
<br /> TO REVIEW AND APPROVAL BY THE ARCHITECT. MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50
<br /> - FRAMING MEMBERS SHEETS, ANGLES, BRIDGING)
<br /> COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS SHEAR WALL SHEATHING 32/16 STRUCT 1,
<br /> INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD EXPOSURE 1
<br /> MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P.
<br /> MATERIALS SHEET METAL SCREWS ASTM C 1513
<br /> FRAMING FASTENERS GRABBER WAFER HEAD
<br /> STUDS AND TRACK ASTM A 1003, TYPE H SHEAR WALL FASTENERS GRABBER BUGLE HEAD
<br /> 43 MIL AND THINNER, GRADE 33 FLOOR AND ROOF DIAPHRAGM . _ • �
<br /> 54 MIL AND THICKER, GRADE 50 FASTENERS GRABBER PAN OR HEX HEAD
<br /> SLOTTED DEFLECTION AND DRIFT TRACK SCAFCO STANDARD SLOTTED DEFLECTION WELDING ELECTRODES 70 KSt, USE LOW HYDROGEN WHEN PRINCIPAL IN CHARGE:� -
<br /> TRACK WITH DS8* WEB SLOT CONFIGURATION WELDING PROJECT MANAGER: � -
<br /> TO STRUCTURAL STEEL PROJECT ARCHITECT: � -
<br /> tAPMO UES-0283 � -
<br /> ' JOB APTAIN:
<br /> A FRAMING CONNECTORS A
<br /> MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50 CONNECTORS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG � �
<br /> SHEETS, ANGLES, BRIDGING) NO. C-CFS-15. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE
<br /> MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN
<br /> SHEET METAL SCREWS ASTM C 1513 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRUCTU RAL NOTES
<br /> FRAMING FASTENERS GRABBER WAFER HEAD STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER.
<br /> WELDING ELECTRODES 70 KSI, USE LOW HYDROGEN WHEN WELDING
<br /> TO STRUCTURA� STEEL
<br /> � � :
<br /> NOT FOR CONSTRUCTION
<br /> � 2 3 4 5
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