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<br /> KEYNOTES: KEYNOTES: KEYNOTES: COLD FORMED STEEL FRAMING
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<br /> - 1. FULL HT KING STUDS PER SCHED BELOW, UNO 1. SPLICE LENGTH PER SCHED 1. STEEL STUDS PER SECTION. LAP AS SHOWN MATERIAL
<br /> 1 ON PLAN,ATTACH TO TRIMMER STUD W/(2) 2. SCREWS AT SPLICE,STAGGERED PER SCHED 2 2. FASTEN STUD TO STUD PER SECTION((3)#10
<br /> 6 ROWS#10 AT 12"O.C. SCREWS MIN) ALL COLD FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN -
<br /> 2. 68 MIL PL W/(3)#10 SCREWS TO HEADER AND LENGTH OF WALL SPLICE LENGTH SCREWS ALONG NOTES: ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE
<br /> O _ KING STUD PER SCHED. PROVIDE PL EA SIDE OF KEYNOTES:
<br /> (BETWEEN CORNERS) MIN SPLICE LENGTH WITH THE LATEST EDITION OF THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD
<br /> 5 2 HEADER LESS THAN 20' 2'-0" (12)#10 MIN A. SPLICE REQ'D AT ALL EXTERIOR WALLS, FORMED STEEL STRUCTURAL MEMBERS. U
<br /> 3. TRIMMER STUDS NESTED IN TRACK ATTACH TO 1. CLIP TRACK FLANGE AT LAP JOINTM INTERIOR SHEAR WALLS AND WHERE ALL COLD FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN
<br /> 2. FINISH SURFACE TRACK W/#8 SCREWS AT 16"O.C. EA SIDE OVER 20' 4'0" (24)#10 MIN
<br /> SPECIFICALLY NOTED ON PLANS ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE Q
<br /> 0 4 4. HEADER PER SCHED 3. METAL STUD B. SPECIFIC SPLICE REQUIREMENTS DO NOT WITH THE LATEST EDITION OF THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD
<br /> 5. HEADER TRACKS 4. METAL STUD TRACK O APPLY AT NON-STRUCTURAL WALLS 1 FORMED STEEL STRUCTURAL MEMBERS. RED INC ARCHITECTS
<br /> 6. INFILL STUD TO MATCH TOP WALL FRAMING 5. (4)#10 SMS AT LAP 1217 J STREET,MODESTO,CA 95354
<br /> 7. #10 SCREW EA SIDE EA STUD 2 OPTION 1 TYPICAL STRUCTURAL STUD AND TRACK SECTIONS SHALL BE 33-MIL MIN. 209.522.8900
<br /> 8. BOTTOM TRACK SIZE AND ATTACHMENT PER 1 TYPICAL STRUCTURAL STUD AND TRACK SECTIONS SHALL BE 33-MIL MIN.
<br /> WALL SCHED
<br /> 9. SILL TRACK,AS OCCURS 5 1 SEAL:
<br /> } 3 �2x KING STUD
<br /> TOP AND BOTTOM TRACK THICKNESS SHALL MATCH STUD THICKNESS, UNLESS
<br /> WIDTH 4 NOTED OTHERWISE.
<br /> Z o ~ 2 TOP AND BOTTOM TRACK THICKNESS SHALL MATCH STUD THICKNESS, UNLESS QROFEss/pN
<br /> 0 9 w o NOTED OTHERWISE. �a� �osEpy
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<br /> INSTALLATION Of S4634 = A
<br /> NOTE: 3 STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL EXP: 12/31/2
<br /> 6 FRAMING ELEMENTS OF THE SYSTEM.CONTRACTOR SHALL PROVIDE ALL
<br /> A. HEADER MEMBERS SHALL BE UNPUNCHED ACCESSORIES, INCLUDING TRACK,WEB STIFFENERS, BLOCKING,LINTELS,CLIP T R CTvry
<br /> Z ANGLES, REINFORCEMENTS, FASTENING DEVICES, BRACING,AND OTHER F OF Cpl\F()
<br /> 0- 7OPTION 2 ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER TO PROVIDE A
<br /> 8 COMPLETE FRAMING SYSTEM.
<br /> 04/17/2019
<br /> 0 2 STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL
<br /> ui FRAMING ELEMENTS OF THE SYSTEM.CONTRACTOR SHALL PROVIDE ALL
<br /> ry
<br /> ACCESSORIES, INCLUDING TRACK,WEB STIFFENERS, BLOCKING,LINTELS,CLIP
<br /> TYPICAL TOP TRACK SPLICE 1
<br /> METAL STUD HEADER AND KING STUD SCHEDULE TYPICAL HANDSHAKE CONNECTION ANGLES, REINFORCEMENTS, FASTENING DEVICES, BRACING,AND OTHER CONSULTANT:
<br /> ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER TO PROVIDE A
<br /> N ��� TDF201 57.1 TDF102
<br /> X (MAX WALL HT=18'-0") COMPLETE FRAMING SYSTEM.
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<br /> HEADER SPAN HEADER JOIST SIZE KING STUD SIZE AND NUMBER #10 SCREWS KEYNOTES: ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND
<br /> Z 4' 0"MAX (2)600S137 33 (2)600S200 33 PROPERTIES OF MEMBER SHALL CONFORM TO THE PROPERTIES REFERENCE TABLE BELOW FOR MILS TO GAUGE CONVERSION: BOTTOM TRACK UNLESS NOTED OTHERWISE.PROVIDE A SINGLE STUD UNDER
<br /> 1 AS LISTED IN THE PRODUCT TECHNICAL INFORMATION MANUAL OF TRUSS OR JOIST AND PROVIDE DOUBLE STUDS AT ALL JAMBS,CORNERS,
<br /> w 6-0"MAX (2)6005137-33 (2)600S137-33 1. COLD FORMED STL STUD WALL THE STEEL STUD MANUFACTURER ASSOCIATION (SSMA) INTERSECTIONS,AND BEAM BEARING UNLESS NOTED OTHERWISE.
<br /> 2. CLIP ANGLE DEPTH=80% OF STUD DEPTH(d)
<br /> c/) 8'-0"MAX (2)600S162-43 1 (2)600S162-43 (ESR-3064P). ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND
<br /> 3. COLD ROLLED CHANNEL CONT JOISTS, STUDS,TRACKS, ETC...ARE SPECIFIED ON THE DRAWINGS GAUGE REFERENCE TABLE BOTTOM TRACK UNLESS NOTED OTHERWISE.PROVIDE A SINGLE STUD UNDER
<br /> 4. (2)#10 SMS EA CLIP ANGLE TO METAL STUD,
<br /> [7,
<br /> IN CONFORMANCE WITH THE FOLLOWING IDENTIFICATION TRUSS OR JOIST AND PROVIDE DOUBLE STUDS AT ALL JAMBS,CORNERS,
<br /> TYP MIN THICK ENGINEERING SYSTEM SOLUTIONS
<br /> g TYPICAL LIGHT GAUGE HEADER 8 5. (2)#10 SMS EA CHANNEL TO CLIP ANGLE,TYP FORMAT: GAUGE NO. INTERSECTIONS,AND BEAM BEARING UNLESS NOTED OTHERWISE. STRUCTURAL•MEP•BUILDING COMMISSIONING
<br /> WALL FRAMING AT CORNER TRACK LAP CONNECTION 6. BRIDGEBAR 150 BY THE STEEL NETWORK, MEMBER DEPTH FLANGE WIDTH (MILS)
<br /> BUILDING RELATIONSHIPS
<br /> 57.1 57.1 INC.OR APPROVED EQ 600 S 162 33 20 BRIDGING SHALL BE PROVIDED AS INDICATED ON THE PLANS AND DETAILS.WHEN EXCEEDING EXPECTATIONS
<br /> TDF302 �� TDF205 2 NOT SPECIFIED, PROVIDED BRIDGING AS RECOMMENDED BY THE MANUFACTURER www.es2eng.com
<br /> 7. BRIDGE CLIP BY STEEL NETWORK, INC.OR 43 18
<br /> APPROVED EQ MEMBER STYLE MATERIAL THICKNESS AT 6'-0"MAX INTERVALS. IN ADDITION, BRIDGING SHALL BE PROVIDED AT ROOF LINES 4943 NORTH 29TH EAST,STEA
<br /> IDAHO FALLS,IDAHO 83401
<br /> 8. TRACK BLOCK PIECE TO MATCH WALL STUD 54 16 AND ELSEWHERE AS NOTED ON THE DRAWINGS. PHONE:(208)552-9814
<br /> NOTES: KEYNOTES: Q_\ CLIP FLANGE AND BEND INSTALL AT 8'-0"O.C. 68 14 BRIDGING SHALL BE PROVIDED AS INDICATED ON THE PLANS AND DETAILS.WHEN JOB NUMBER:
<br /> 9. (2)#10 SCREWS EA SIDE, EA END 97 12 NOT SPECIFIED, PROVIDED BRIDGING AS RECOMMENDED BY THE MANUFACTURER
<br /> A. USE STAGGERED NAILS W/SPACING AS NOTED IN 1. CONTINUE TOP PL OVER HEADER 10. #10 SCREW AT 3"O.C. EA SIDE MIN OF(4)PER AT 6'-0"MAX INTERVALS. IN ADDITION, BRIDGING SHALL BE PROVIDED AT ROOF LINESN=M=ILL RI-TS ARE RESE = � Nr M(T)'T T
<br /> 4 THE SHEARWALL. BOT PL ATTACHMENT AT 2. STRAP FROM END OF UPPER LEVEL SHEARWALL 4 METAL TRACK BLKG MEMBER DEPTH: DEPTH LISTED IN 1/100 OF AN INCH 118 10 AND ELSEWHERE AS NOTED ON THE DRAWINGS.
<br /> 7 1/2 10 ELEVATED SHEARWALLS PER SCHED WHERE INDICATED ON PLANS. INSTALL ON DBL OPTION 1 11. 16 GA TAUT FLAT STRAPS (EXAMPLE:600=6")
<br /> 1/211 12. #10 SCREW EA SIDE AT EA STUD
<br /> MAX,TYP MAX TYP g PROVIDE FULL HT DBL STUDS AT ENDS OF STUD EN SHEATHING AT DBL STUD TYP COLD ROLLED CHANNEL MEMBER STYLE: S=STUD OR JOIST SECTION ATTACHMENTS
<br /> 3 13. GYP OR PLY
<br /> SHEARWALLS UNO ON PLANS OR DETAILS. 3. CONT DBL 2x TOP PL,SPLICE PER TYP DETAILS T=TRACK SECTION MINIMUM YIELD STRENGTH, UNO SCREWS SHALL BE SELF-TAPPING PAN HEAD, HEX-HEAD, OR WAGER HEAD SHEET
<br /> {: x� HOLDOWNS AS SPECIFIED ON FDN PLAN SHALL BE 4. FULL HT DBL STUDS AT EA END OF SHEARWALL UNO W/ CLIP ANGLE WALL BRIDGE
<br /> z NOTES: FLANGE WIDTH: WIDTH LISTED IN 1/100 OF AN INCH SHAPE THICKNESS MILS F KSI METAL SCREWS.SCREWS THAT ARE REMOVED SHALL BE REPLACED BY A SCREW
<br /> 2 oo O ATTACHED TO DBL STUDS OR POSTS PER MFR ON PLANS-FACE NAIL DBL STUDS W/16d AT 16"O.C. (MILS) Y(KSI) OF A LARGER DIAMETER WHERE THE REPLACEMENT IS MADE INTO AN EXISTING
<br /> 1 14 SPEC. STITCH NAIL END STUDS TOGETHER W/16d 5. SOLID 2x BLKG AT ALL PANEL EDGES, LINO. EN (EXAMPLE: 162=1.625")
<br /> � �✓ ;-i A. STRAPS SHALL BE INSTALLED BEFORE STUD,JOIST,AND 54 AND THICKER 50 HOLE. REPLACE ALL SCREWS THAT STRIP OUT MATERIAL.SCREWS SHALL BE
<br /> i AT EN SPACING,STAGGER ROWS SHEATHING AT BLOCKED EDGES MATERIAL THICKNESS: THICKNESS LISTED IN 1/1000 OF AN INCH SPACED NO CLOSER THAN 5/8"ON CENTER AND WITH A MINIMUM FREE EDGE
<br /> 2x BOT PL 3x BOT PL C. WHERE SHTG IS INTERRUPTED BY INTERSECTING 6. FIELD NAILING JOISTS/TRUSSES ARE PLACED ON WALL TRACK SECTIONS 43 AND THINNER 33
<br /> i I (EXAMPLE: 54=0.054"OR 54 MILS) DISTANCE OF 5/8".CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENTS SHALL BE
<br /> field
<br /> WALL, PROVIDE BLKG 7. EN AT ALL SHEATHING PANEL EDGES, HOLD DOWN B. STRAPS MAY BE OMITTED AT WALLS W/
<br /> 7 � 33-MIL MINIMUM UNLESS NOTED OTHERWISE.SIZE CLIP ANGLES AND FLAT CLIPS TO
<br /> i SECTION A D. FOR 5/8"TO 3/4"THICK FLOOR SHTG,3 1/4"(MIN) POSTS,BOT PUS AND DBL TOP PUS PER SHEARWALL PLYWOOD OR OSB SHEATHING.WOOD DIAG TENSION STRAPS ALL 33
<br /> 7 1 MAINTAIN MINIMUM SCREW SPACING AND EDGE DISTANCE NOTED ABOVE.ALL INN & SUITES
<br /> "
<br /> LONG SILL PL NAILS SHALL BE USED. FOR 7/8TO 1 SCHED-STAGGER NAILS AT DBL PL OR STUDS SHEATHING SHALL BE INSTALLED BEFORE OR BRACES AND
<br /> ~ )' SCREWS#8 AND LARGER SHALL HAVE A MINIMUM HEAD SIZE OF 0.292".
<br /> {; i 1/8"THICK FLOOR SHEATHING, 31/2"(MIN)LONG 8. WALL SHEATHING PER SHEARWALL SCHED. MIN 2'-0" JOISTS/TRUSSES ARE PLACED ON WALL BRIDGING
<br /> 5 ~ C. BRIDGING SHALL BE PROVIDED AT ELEVATED PENETRATION OF SCREWS SHALL NOT BE LESS THAN 3 EXPOSED THREADS. BY MARRIOTT
<br /> �� SILL PL NAILS SHALL BE USED PANEL WIDTH SCREWS SHALL BE SELF-TAPPING PAN HEAD, HEX-HEAD, OR WAGER HEAD SHEET
<br /> I °� E. 6"LONG SDS SCREWS SHALL ENGAGE BOTH SILL 9. KING STUDS AT OPENING PER PLAN OR SCHED SUPPORT POINTS AND AT SPACING AS METAL SCREWS.SCREWS THAT ARE REMOVED SHALL BE REPLACED BY A SCREW
<br /> M .4'-0"MAX UNO
<br /> PL AND FRAMING BELOW 10. VERT STUDS AT 16"O.C. MAX, LINO
<br /> OF A LARGER DIAMETER WHERE THE REPLACEMENT IS MADE INTO AN EXISTING
<br /> F. SUBSTITUTION OF ALT FASTENERS IS NOT 11. HOLDOWN TO FDN W/REQ'D AB OR STRAP TO 8 9COLD
<br /> M 17 PERMITTED W/O PRIOR WRITTEN APPROVAL BY LOWER LEVEL AT ENDS OF SHEARWALL WHERE FORMED STEEL IDENTIFICATION AN D STRENGTH HOLE. REPLACE ALL SCREWS THAT STRIP OUT MATERIAL.SCREWS SHALL BE
<br /> f
<br /> 6 7 6 0 2 SPACED NO CLOSER THAN 5/8"ON CENTER AND WITH A MINIMUM FREE EDGE _
<br /> ENGINEER INDICATED ON PLANS 57.1 TDF101 C" DISTANCE OF 5/8".CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENTS SHALL BE NAILING PATTERN G. SHEARWALL AB SHALL BE SECURELY FASTENED 12. AB TO FDN OR NAILS TO LOWER FRAMING PER 1
<br /> AGAINST BUT NOT RECESSED INTO BOT PL.ALL SHEARWALL SCHED 33-MIL MINIMUM UNLESS NOTED OTHERWISE.SIZE CLIP ANGLES AND FLAT CLIPS TO
<br /> � SHEARWALL AB SHALL HAVE MIN 1/4"x3"x3"PL 13. LENGTH OF SHEARWALL AS INDICATED ON PLAN. - ° KEYNOTES: MAINTAIN MINIMUM SCREW SPACING AND EDGE DISTANCE NOTED ABOVE.ALL
<br /> ~ WASHERS(1/4"0"A1/2"AT 2x6 WALLS WITH LENGTH MAY BE REDUCED BY A TOLERANCE OF 7 SCREWS#8 AND LARGER SHALL HAVE A MINIMUM HEAD SIZE OF 0.292".PENETRATION OF SCREWS SHALL NOT BE LESS THAN 3 EXPOSED THREADS.
<br /> SHEATHING BOTH FACES) APPROXIMATELY 3%. IF LENGTH IS NOT NOTED ON 1 2 24 1. BUILT-UP POST FROM(2)STUDS
<br /> H. STUCTURAL USE PANELS MAY BE INSTALLED PLAN SHEARWALLS SHALL EXTEND BETWEEN 10 2. #10 SCREWS AT 24"O.C.STAGGERED Q
<br /> ~ g EITHER HORIZ OR VERT, UNO OPENINGS OR ENDS OF WALLS OPTION 2 3. BUILT-UP POST FROM(3)STUDS ALL WELDING,SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAUGE Z
<br /> I. TRACK SHALL HAVE A MINIMUM THICKNESS OF 43 14. CONT BOT PL PER SCHED STRUCTURAL STEEL FRAMING WORK.ALL WELDS OF GALVANIZED STEEL SHALL BE 0
<br /> 16
<br /> MILS OR MATCH THE STUD THICKNESS,WHICHEVER 15. TRIMMER STUD UNDER HEADER PER PLAN TYP BRIDGE BAR WALL NOTES: TOUCHED UP WITH ZINC-RICH PAINT.ALL WELDS OF CARBON SHEET STEEL SHALL
<br /> 9 IS GREATER.TRACK SHALL HAVE A MINIMUM 16. HEADER PER PLAN BRIDGE 11 OPTION 4 1 BE TOUCHED UP WITH PAINT. Q
<br /> 011 FLANGE WIDTH OF 1-1/4 INCHES AND A MINIMUM 17. TYP STAGGERED SHEATHING NAILING PATTERN 2 A. OPTION 1 OR 2 MAY BE USED AT DBL STUD ALL WELDING,SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAUGE U
<br /> WEB DEPTH OF 3-1/2 INCHES OR MATCH THE STUD 18. PROVIDE DOUBLE STUDS AT END OF SHEARWALL 12 DBL FLAT STRAP W/ BLKG POSTS AT CONTRACTOR'S OPTION STRUCTURAL STEEL FRAMING WORK.ALL WELDS OF GALVANIZED STEEL SHALL BE
<br /> 15 DEPTH,WHICHEVER IS GREATER UNO. B. OPTION 3 OR 4 MAY BE USED AT TRIPLE STUD TOUCHED UP WITH ZINC-RICH PAINT.ALL WELDS OF CARBON SHEET STEEL SHALL
<br /> 1 2-24 POSTS AT CONTRACTOR'S OPTION BE TOUCHED UP WITH PAINT.
<br /> 10 11 COLD FORMED STEEL WITH WOOD STRUCTURAL PANELS SHEARWALL SCHEDULE 1 OPTION 1 OPTION 2
<br /> IDENTIFICATION
<br /> SHEAR SHEATHING EDGE FASTNERS FIELD FASTNERS ANCHOR BOLTS AND BOT PL FASTENERS AT WIND CAPACITY SEISMIC CAPACITY JOISTS,STUDS,TRACKS, ETC.ARE SPECIFIED ON THE DRAWINGS IN CONFORMANCE
<br /> TYPE SPACING ELEVATED SHEAR WALLS ASD(PLF) ASD(PLF) 8 WITH THE IDENTIFICATION FORMAT PER TYPICAL DETAIL"COLD FORMED STEEL
<br /> 2 24 IDENTIFICATION AND STRENGTH". PROPERTIES OF MEMBER SHALL CONFORM TO
<br /> 7/16"OSB BLOCKED ONE SIDED OF #10 SCREWS AT #10 SCREWS AT
<br /> \ A 5/8"DIA AB AT 18"O.C. 16d AT 4"O.C.STAGGERED 455 330 3 - o- 2 24 2 24 THE PROPERTIES AS LISTED IN THE PRODUCT TECHNICAL INFORMATION MANUAL OF
<br /> WALL 6"O.C. 12"O.C. -" 0 13 THE STEEL STUD MANUFACTURER ASSOCIATION(SSMA) ICC ER-4943P.
<br /> 7/16"OSB BLOCKED ONE SIDED OF #10 SCREWS AT #10 SCREWS AT g
<br /> JOISTS,STUDS,TRACKS, ETC.ARE SPECIFIED ON THE DRAWINGS IN CONFORMANCE
<br /> / � °
<br /> 12 B WALL 4"O.C. 12"O.C. 5/8"DIA AB AT 12"O.C. SDWS2260ODB AT 15"O.C. 705 494 / / WITH THE IDENTIFICATION FORMAT PER TYPICAL DETAIL"COLD FORMED STEEL
<br /> A 7 3 3 IDENTIFICATION AND STRENGTH". PROPERTIES OF MEMBER SHALL CONFORM TO
<br /> 7/16"OSB BLOCKED ONE SIDE OF WALL. 10 THE PROPERTIES AS LISTED IN THE PRODUCT TECHNICAL INFORMATION MANUAL OF
<br /> #10 SCREWS AT #10 SCREWS AT THE STEEL STUD MANUFACTURER ASSOCIATION(SSMA) ICC ER-4943P.
<br /> C FRAMING AT ADJ PANEL EDGES SHALL 3"O.C. 12"O.C. 1"DIA AB AT 16"O.C. SDWS2260ODB AT 11"O.C. 867 618
<br /> 14 BE 3x MIN OPTION 3 2-24 ��� �2-24
<br /> 0 11 13 7/16"OSB SHTG BLOCKED ONE SIDE OF #10 SCREWS AT #10 SCREWS ATTYP COLD ROLLED 11 OPTION 5 )�2-24
<br /> D WALL. FRAMING AT ADJ PANEL EDGES 2"O.C. 12"O.C. 1"DIA AB AT 14"O.C. SDWS2260ODB AT 9"O.C. 955 824
<br /> SHALL BE 3x MIN CHANNEL WALL BRIDGE SINGLE FLAT STRAP W/ BLKG OPTION 3 OPTION 4
<br /> 7/16"OSB BLOCKED BOTH SIDES OF #10 SCREWS AT #10 SCREWS AT 1"DIA AB AT 9"O.C.OR 12"
<br /> BB WALLS.OFFSET VERT PANEL JOINTS TO 4"O.C. 12"O.C. O.C.W/54 MIL BOT TRACK SDWS2260ODB AT 7.5"O.C. 1410 988
<br /> FALL ON DIFFERENT STUDS. 6, TYPICAL BRIDGING AT COLD-FORMED STEEL STUD WALL 3 TYPICAL BUILT-UP POST
<br /> 7/16"OSB BLOCKED BOTH SIDES OF #10 SCREWS AT #10 SCREWS AT 1"DIA AB AT 8"O.C.OR 10" �7 i TDF103 57.1 TDF105 O
<br /> CC WALLS. OFFSET VERT PANEL JOINTS TO 5/8"DIA LAG SCREW AT 5" 1735 1236 w
<br /> FALL ON DIFFERENT STUDS. 3"O.C. 12"O.C. O.C.W/54 MIL BOT TRACK O.C.
<br /> Q
<br /> 7/16"OSB BLOCKED BOTH SIDES OF , z KEYNOTES: KEYNOTES:
<br /> #10 SCREWS AT #10 SCREWS AT V DIA AB AT 7"O.C.OR 9" 5/8"DIA LAG SCREW AT 4"
<br /> DD WALLS.OFFSET VERTICAL PANEL 2"O.C. 12"O.C. O.C.W/54 MIL BOT TRACK O.C. 1910 1648 (D 1. CONT T162-43 LINO TO MATCH STUD WIDTH (D2 1. HOLDOWN PER PLAN
<br /> JOINTS TO FALL ON DIFFERENT STUDS. O O 2. STEEL STUD WALL PER PLAN 2. WALL SHEATHING PER PLAN AND SHEARWALL ZO
<br /> Q
<br /> O 2 O 3. (2)#10 SMS AT EA END 4 4 SCHED
<br /> 4. STRUCTURE ABOVE ° 3. COLD FORMED STUD WALL PER PLAN U
<br /> 10 TYPICAL COLD-FORMED STEEL W/ WOOD STRUCTURAL PANELS SHEARWALL CONSTRUCTION O ' S. CONT T2oo 43 UNO SLIP TRACK TO MATCH 4. (2)COLD FORMED STUDS ATTACHED PER
<br /> Lu STUD WIDTH 2 ° 4o "TYPICAL BUILT-UP POST"DETAIL U) 0
<br /> /I TDFR 6. STEEL BEAM PER PLAN ^ 5. CONC WALL/CONC FOUNDATION PER PLAN z p
<br /> TOP AT TOP AT 7. 14 GA LONG SLOTTED CLIP �'J 1O 6. (3)COLD-FORMED STUDS ATTACHED PER U
<br /> 0 8. WOOD BEAM PER PLAN
<br /> .cn PARAPET STRUCTURE 9. (2)#10x2"WOOD SCREWS AT 16"O.C.OR TO "TYPICAL BUILT-UP POST"DETAIL
<br /> E MATCH STUD SPACING IF STUDS SPACED LESS
<br /> 8 O 3 ^ /
<br /> Q THAN 16"O.C. O �J
<br /> 10. 2x BLKG W/(3)16d EA END
<br /> �J 11. (E)JOIST OR TRUSS BOT CHORD
<br /> 12. SIMPSON"DTC"TRUSS CLIP AT 24"O.C.MAX W/ REVISIONS:
<br /> O ( SCREWS OTRACK (
<br /> COMMONS JOIST OR CHORD
<br /> LD
<br /> Q n 13. 1/2"GAP MAX PLAN VIEW SECTION A
<br /> o 14. CONT METAL DEFLECTION TRACK
<br /> 0 5 15. #10 SMS EA CONTACT W/METAL TRACK, EA
<br /> SIDE OF METAL STUD FLANGE,TYP HHDQ HOEDOWNS
<br /> O 16. CONC SLAB ON GRADE
<br /> �� ��
<br /> a, NOTES: 2
<br /> L TOP AT BEAM TIMBER
<br /> CONNECTION A. NAILS TO JOIST OR TRUSS ARE NOT TO BE 1 2 REV DESCRIPTION DATE
<br /> DRIVEN TIGHT.JOIST OR TRUSS MUST MOVE 4
<br /> FREELY. INSTALL NAIL IN CENTER OF SLOT
<br /> c B. AT TOP AT BEAM:ALLOW BEAM TO DEFLECT A 4 1 n BA PROJECT# 161010
<br /> ca ^ 1/8 2-16 STAGGERED MIN OF 3/4"W/O ENGAGING STUDS
<br /> � 1/8 2 16 -O PLN PROJECT# 17077
<br /> c2
<br /> B MARRIOTT# 4476
<br /> STAGGERED 1/8 2-16 3
<br /> 1/8 2-16
<br /> TRACK WIDER STL WIDER
<br /> THAN STL THAN TRACK 0O PERMIT# -
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<br /> � 10 11APN# 058-66-012
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<br /> o M 15 PLAN VIEW SECTION B DRAWN. 11/13/2018JK
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<br /> 11 12 U a HDQ HOLDOWN CHECKED: JM
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<br /> ft: co SHEET TITLE:
<br /> SECTION A
<br /> FRAMING PARALLEL FRAMING PERPENDICULAR 14 6 TYPICAL COLD
<br /> TO NON-BEARING WALL TO NON-BEARING WALL A 1 FORMED DETAILS
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<br /> i 6
<br /> 3
<br /> 0 106
<br /> 0 � 5
<br /> a�
<br /> � 1
<br /> PLAN VIEW SECTION C SHEET NO.:
<br /> BOTTOM BOTTOM AT DEFLECTION TRACK ASSEMBLY
<br /> co EXISTING CONCRETE DOUBLE DEFLECTION TRACK
<br /> STHD AND STHDRJ HOLDOWN
<br /> TYPICAL STUD TO TRACK CONNECTION TYPICAL SHARED HOLDOWN AT CORNER
<br /> S7.1 TDF104 S71 TDF203
<br /> S701
<br />
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