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<br />Wood Stud Shear Wall Schedule for 4 Story Apartment Buildings O
<br />TYPICAL STUD FRAMING ®
<br />EXTERIOR WALL SHEATHING (or UNIT SIDE OF PARTY WALL)
<br />INTERIOR WALL SHEATHING
<br />BASE CONNECTIONS @ BOTTOM OF SHEARWALL
<br />SHEARWALL
<br />LEVEL
<br />TYPICAL STUDS
<br />NO. OF STUDS
<br />SHEATHING
<br />BASE SHEAR
<br />NAILING PATTERN (
<br />NAILING PATTERN O7
<br />CONT. PLATE
<br />ANCHORAGE @ EACH END OF WALL
<br />PLAN MARK
<br />(USE 12" O.C. WHERE
<br />REQ'D. @ EA.
<br />JOINT
<br />(LB/FT)
<br />SHEATHING
<br />SHEATHING
<br />CONNECT. TO FLOOR
<br />NOTED IN PLAN)
<br />END OF WALL
<br />BLOCKING
<br />EDGES
<br />INTERMEDIATE
<br />EDGES
<br />INTERMEDIATE
<br />DECK
<br />HOLD DOWN (CAPACITY)
<br />TENSION (LB.)
<br />4th FLOOR TO
<br />2 x6 @ 16 O.C.
<br />(2) 2 x6
<br />BLOCKED
<br />180
<br />716" CDX
<br />PLYWOOD WALL
<br />8d @ 6 O.C.
<br />8d @ 12 O.C.
<br />%" TYPE "X„
<br />GYPSUM
<br />#6x1Y4" BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />2-16d @ 12 O.C.
<br />1- CS16 „
<br />790
<br />ROOF
<br />SCREWS @ 6" O.C.
<br />SCREWS @ 6" O.C.
<br />SHEATHING 10
<br />WALLBOARD
<br />3rd FLOOR TO
<br />2"x6" @ 16" O.C.
<br />(2) 2"x6"
<br />BLOCKED
<br />270
<br />%6' CDX
<br />PLYWOOD WALL
<br />8d @ 6" O.C.
<br />8d @ 12" O.C.
<br />%" TYPE "X"
<br />GYPSUM
<br />#6x1Y4' BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />2-16d @ 12" O.C.
<br />1"HDU5-SDS2.5"
<br />3,240
<br />114SW-111
<br />EXTERIOR
<br />4th FLOOR
<br />SHEATHING 10
<br />WALLBOARD
<br />SCREWS @ 6" O.C.
<br />SCREWS @ 6" O.C.
<br />WALL
<br />2nd FLOOR TO
<br />%6" CDX
<br />%" TYPE "X"
<br />1
<br />#6xl/4rr BUGLE HEAD
<br />1
<br />#6x1/4„ BUGLE HEAD
<br />3rd FLOOR
<br />2 x6 @ 16„ O.C.
<br />(2) 2 x6
<br />BLOCKED
<br />350
<br />PLYWOOD WALL
<br />8d @ 6 O.C.
<br />8d @ 12 O.C.
<br />GYPSUM
<br />SCREWS @ 6" O.C.
<br />SCREWS @ 6" O.C.
<br />2-16d @ 12 O.C.
<br />1- HDU8-SDS2.5„
<br />6,100
<br />®
<br />SHEATHING 10
<br />WALLBOARD
<br />1st FLOOR TO
<br />2 x6 @ 16 O.C.
<br />(2) 2 x6
<br />BLOCKED
<br />450
<br />716' CDX
<br />PLYWOOD WALL
<br />8d @ 4 O.C.
<br />8d @ 12 O.C.
<br />5/" TYPE "X"
<br />GYPSUM
<br />„
<br />#6x1Y4 BUGLE HEAD
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />Y2" 0 A307 A.B.
<br />(6 EMBED.) @
<br />1- HDU11-SDS2.5 „
<br />9,700
<br />2nd FLOOR
<br />`8J
<br />SHEATHING 10
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />24" O.C., TYP. O
<br />4th FLOOR TO
<br />2"x6" @ 16" O.C.
<br />(2) 2"x6"
<br />BLOCKED
<br />110
<br />Y8' TYPE 0XII
<br />GYPSUM
<br />#6x1Y4" BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />----------
<br />--•-------
<br />----------
<br />2-16d @ 12" O.C.
<br />1-"CS16"
<br />1,000
<br />ROOF
<br />SCREWS @ 6" O.C.
<br />SCREWS @ 6" O.C.
<br />8
<br />�
<br />WALLBOARD
<br />3rd FLOOR TO
<br />2"x6" @ 16" O.C.
<br />(2) 2"x6"
<br />BLOCKED
<br />170
<br />% TYPE 11X11
<br />GYPSUM
<br />#6x1Y4' BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />----------
<br />----------
<br />----------
<br />2-16d @ 12" O.C.
<br />1-"CS16"
<br />1,600
<br />"4SW 2"
<br />4th FLOOR
<br />®
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />CORRIDOR
<br />WALL
<br />2nd FLOOR TO
<br />2 x6 @ 16 O.C.
<br />(2) 2 x6
<br />BLOCKED
<br />220
<br />%" TYPE "X"
<br />GYPSUM
<br />#6xlY4" BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />2-16d @ 12 O.C.
<br />1- HDU2-SD2.5 „
<br />3,000
<br />3rd FLOOR
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />8
<br />O
<br />WALLBOARD
<br />1st FLOOR TO
<br />2 x6 @ 16 O.C.
<br />(2) 2 x6
<br />BLOCKED
<br />275
<br />5/a" TYPE "X"
<br />GYPSUM
<br />#6x1Y4" BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />-
<br />"-"-'"----
<br />-- -----`-
<br />%2" 0 A307 A.B.
<br />(6 EMBED.) @
<br />1- HDU5-SDS2.5„
<br />4,700
<br />2nd FLOOR
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />24" O.C., TYP.
<br />4th FLOOR TO
<br />2 x4 @ 16 O.C.
<br />(2) 2 x4
<br />BLOCKED
<br />90
<br />/g TYPE X
<br />GYPSUM
<br />#6x1Y4" BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />----------
<br />----------
<br />________
<br />2-16d @ 12 O.C.
<br />1- CS16 "
<br />500
<br />ROOF
<br />SCREWS @ 6" O.C.
<br />SCREWS @ 6" O.C.
<br />8
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<br />WALLBOARD
<br />3rd FLOOR TO
<br />2"x4" @ 16" O.C.
<br />(2) 2"x4"
<br />BLOCKED
<br />100
<br />%" TYPE "X"
<br />GYPSUM
<br />#6x1Y4' BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />`---------
<br />--------
<br />----------
<br />2-16d @ 12" O.C.
<br />1-"CS16"
<br />1,000
<br />4th FLOOR
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />14SW-3"
<br />WALLBOARD
<br />INTERIOR
<br />PARTY WALL
<br />2nd FLOOR TO
<br />DBL. 2 x4 @ 16 O.C.
<br />(3) 2 x4 „
<br />BLOCKED
<br />135
<br />s/n TYPE „X„
<br />GYPSUM
<br />#bxlY4' BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />--------"
<br />----------
<br />---------'
<br />2-16d @ 12 O.C.
<br />1- HDU2-SD2.5 „
<br />2,500
<br />3rd FLOOR
<br />O
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />1st FLOOR TO
<br />DBL. 2 x4 @ 16 O.C.
<br />"
<br />(3) 2 x4
<br />BLOCKED
<br />170
<br />% $" TYPE "Xr
<br />GYPSUM
<br />#6x1Y4' BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />----------
<br />----------
<br />----------
<br />Y2" 0 A307 A.B.
<br />"
<br />(6 EMBED') @
<br />1-"HDU5-SD52.5"
<br />5,000
<br />2nd FLOOR
<br />O
<br />®
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />24 O.C., TYP.
<br />4th FLOOR TO
<br />2"x4" @ 16" O.C.
<br />(2) 2"x4"
<br />BLOCKED
<br />130
<br />%" TYPE "X„
<br />GYPSUM
<br />#6x1Y4" BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />TYPE "X„
<br />GYPSUM
<br />#6x1Y4' BUGLE HEAD
<br />#6x1Y4' BUGLE HEAD
<br />2-16d @ 12 O.C.
<br />1- CS16 „
<br />1,400
<br />ROOF
<br />8
<br />WALLBOARD
<br />SCREWS @ 6" O.C.
<br />SCREWS @ 6" O.C.
<br />WALLBOARD
<br />SCREWS @ 6" O.C.
<br />SCREWS @ 6" O.C.
<br />3rd FLOOR TO
<br />2 x4 @ 16 O.C.
<br />(2) 2 x4
<br />BLOCKED
<br />195
<br />%" TYPE "X"
<br />GYPSUM
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />%" TYPE „X„
<br />GYPSUM
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />i "
<br />#6x1/4 BUGLE HEAD
<br />2-16d @ 12 O.C.
<br />1- HDU5-SDS2.5 „
<br />3,700
<br />4th FLOOR
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />"4SW-4"
<br />®
<br />WALLBOARD
<br />WALLBOARD
<br />INTERIOR
<br />TENANT WALL
<br />2nd FLOOR TO
<br />DBL. 2 x4 @ 16 O.C.
<br />(3) 2 x4
<br />BLOCKED
<br />260
<br />%" TYPE "X"
<br />GYPSUM
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />%" TYPE "X"
<br />GYPSUM
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />1 "
<br />#6x1/4 BUGLE HEAD
<br />2-16d @ 12 O.C.
<br />1- HDU8-SDS2.5 „
<br />7,100
<br />3rd FLOOR
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />5O
<br />®
<br />WALLBOARD
<br />WALLBOARD
<br />1st FLOOR TO
<br />DBL. 2 x4 @ 16 O.C.
<br />(3) 2 x4
<br />BLOCKED
<br />325
<br />5/" TYPE "X„
<br />GYPSUM
<br />1 „
<br />#6xl/4 BUGLE HEAD
<br />1 „
<br />#6xl/4 BUGLE HEAD
<br />TYPE "X"
<br />GYPSUM
<br />1 „
<br />#6x1/4 BUGLE HEAD
<br />1 „
<br />#6xl/4 BUGLE MEAD
<br />1/" 0 A307 A.B.
<br />(6 EMBED.) @
<br />1- HDU14-SDS2.5 „
<br />11,600
<br />2nd FLOOR
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<br />()
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />24" O.C., TYP. n
<br />NOTES:
<br />SIMPSON "MASH" MUDSILL ANCHORS @ 21" Q.C. MAYBE USED IN PLACE OFY2"O ANCHOR BOLTS SPACED @ 24" O.C., TYP.
<br />O ALL TRUSSES AND CONSTRUCTION SHALL BE DESIGNED TO WIND LOADS STATED IN GENERAL STRUCTURAL NOTES, TYP.
<br />3O ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS, TYP. (U.N.O.)
<br />® SEE DETAILS #2, #3, #4 & #5 ON THIS SHEET FOR TYPICAL STRAPPING LOCATIONS AT EACH END OF SHEAR WALLS, TYP.
<br />O DBL. 2x4's ARE TO BE FASTENED TOGETHER w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED, TYP. (U.N.O.)
<br />® CONFIRM DIAMETER OF ANCHOR BOLT FOR HOLD-DOWN w/ STRAP MANUFACTURER & PROVED 6" MIN. EMBED., TYP.
<br />1
<br />4.04.
<br />0 NAIL PATTERN BASED ON P-NAIL CRITERIA. SEE DETAILS ON SHEET "S4.02" FOR SHEATHING LAYOUT & FASTENER PATTERNS, TYP.
<br />® SEE DETAIL "4/S4.04.1" FOR TYPICAL SHEARWALL BLOCKING OPTIONS IN FLOOR TRUSSES PERPENDICULAR TO SHEARWALLS. NOTE
<br />THAT OPTION #3 MUST BE USED IN BREEZEWAY CONDITIONS (TYPE "SW-2") TO TRANSFER ALL BASE SHEAR FROM FLOOR ABOVE
<br />TO DOUBLE TOP PLATE BELOW SO THAT THE EXTERIOR SHEATHING ACROSS THE FLOOR TRUSSES IN THE BREEZEWAY MAY BE
<br />INSTALLED PRIOR TO THE BREEZEWAY FLOOR TRUSSES.
<br />U9 0.157"0 HILTI "X-U" UNIVERSAL KNURLED SHANK FASTENER MAY BE USED @ 10" O.C. IN PLACE OF THEY2"O A307 ANCHOR BOLTS
<br />@ INTERIOR SHEAR WALL LOCATIONS. USE IN CONJUNCTION w/ SCHEDULED HOLDDOWNS EACH END OF WALL, TYP.
<br />10 ORIENTED STRAND BOARD (O.S.B.) w/ EQUIVALENT OR GREATER THICKNESS MAY BE USED IN PLACE OF THE SPECIFIED PLYWOOD
<br />WALL SHEATHING @ CONTRACTOR'S OPTION. USE SAME FASTENERS & SPACING/PATTERN AS NOTED FOR PLYWOOD,
<br />Wood Stud Shear Wall Schedule For 4 Story Apartment Buildings
<br />SCALE: N.T.S.
<br />2nd & 3rd Floors @ 3-Story 1st Floor @ 3-Story
<br />1st & 2nd Floors @ 2-Story
<br />2 Shearwall "T" Intersection
<br />4.04. SCALE: 1%" = 1'-0"
<br />2nd & 3rd Floors @ 3-Story
<br />1st & 2nd Floors @ 2-Story
<br />NOTE: THESE DETAILS ARE DIAGRAMMATIC IN NATURE. REFER TO
<br />SHEARWALL SCHEDULE FOR REQUIRED NUMBER OF
<br />COMPRESSION STUDS @ END OF SCHEDULED SHEARWALL, TYP.
<br />Afflffll' Ls1J
<br />1st Floor @ 3-Story
<br />( 3 )1, Shearwall Corner Intersection
<br />4.04. SCALE: 1%" = P-O"
<br />NOTE: THESE DETAILS ARE DIAGRAMMATIC IN NATURE. REFER TO
<br />SHEARWALL SCHEDULE FOR REQUIRED NUMBER OF
<br />COMPRESSION STUDS @ END OF SCHEDULED SHEARWALL, TYP.
<br />2nd & 3rd Floors @ 3-Story 1st Floor @ 3-Story
<br />1st & 2nd Floors @ 2-Story
<br />4 Shearwall "T" Intersection
<br />4.04. SCALE: 1Y2" = F-O" NOTE: THESE DETAILS ARE DIAGRAMMATIC IN NATURE. REFER TO
<br />SHEARWALL SCHEDULE FOR REQUIRED NUMBER OF
<br />COMPRESSION STUDS @ END OF SCHEDULED SHEARWALL, TYP.
<br />2nd & 3rd Floors @ 3-Story 1st Floor @ 3-Story
<br />1st & 2nd Floors @ 2-Story
<br />rma
<br />5 Interior Shearwall Intersection
<br />\S4.04-2/SCALE: 1%" = 1'-0"
<br />® KEY NOTES
<br />FOR SHEARWALL DETAILS
<br />1. AIRSPACE: SEE WALL SECTIONS & CONSTRUCTIONS ASSEMBLY SCHEDULES.
<br />2. HOLD DOWNS: SEE SHEARWALL SCHEDULE FOR REQUIRED HOLD DOWNS @
<br />SHEARWALL ENDS INDICATED ON FRAMING PLANS w/ EXTENT ARROWS, TYP.
<br />3. FIRE RATED GYPSUM WALLBOARD PER ARCHITECTURAL DRAWINGS, TYP.
<br />4. GYPSUM WALLBOARD @ INTERSECTION OR WOOD STUDS SHEARWALLS WHERE
<br />APPLICABLE. COORDINATE w/ ARCHITECTURAL DRAWINGS.
<br />5. ADD STUD & BLOCKING AFTER HOLD DOWN IS INSTALLED AS REQUIRED, TYP.
<br />6. PROVIDE 2 SIMPSON "CS16" OR "MST160" STRAPS PER SHEARWALL SCHEDULE.
<br />7. NAILING EDGES @ 2X BLOCKING, TYP.
<br />8. NAILING EDGES @ DOUBLE TOP PLATE, TYP.
<br />9. NAILING EDGES @ STUDS, TYP.
<br />10. NAILING EDGES @ SILL PLATE, TYP.
<br />11. EXTERIOR SHEARWALL SHEATHING FIELD NAIL SPACING IS 12" O.C. PLYWOOD,
<br />TYP. (U.N.O.) INTERIOR GYPSUM SHEATHING FIELD FASTENING TO BE THE SAME
<br />AS EDGE FASTENERS, TYP. (U.N.O.).
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<br />W 237 S. Westmonte Drive, Suite 220
<br />z Altamonte Springs, FL. 32714
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<br />Zephyr
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<br />City of Zephyrhills, FL
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<br />Robert C. Scroggins, P.E.
<br />FL Registration No. 56158
<br />This document has been electronically signed and sealed by Robert C. Scroggins, K on the Date
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<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
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