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Wood Stud Shear Wall Schedule for 1 Story Amenity Buildings O
<br />TYPICAL STUD FRAMING ®
<br />EXTERIOR WALL SHEATHING
<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 7
<br />O
<br />NAILING PATTERN 7
<br />O
<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
<br />TENSION (LB.)
<br />"SW-AMl"
<br />1st FLOOR
<br />2"x4" or 2"x6" @
<br />(2) 2x4
<br />1%2" CDX
<br />5/" TYPE "X"
<br />1
<br />#6x1/4„ BUGLE HEAD
<br />#6x11/4„ BUGLE HEAD
<br />Y" 0 A307 A.B.
<br />EXTERIOR WALL
<br />TO ROOF
<br />16" O.C. (MAX.
<br />or (2) 2x6
<br />BLOCKED
<br />240
<br />PLYWOOD WALL
<br />SHEATHING
<br />8d @ 4" O.C.
<br />8d @ 12" O.C.
<br />GYPSUM
<br />WALLBOARD
<br />SCREWS @ 4" O.C.
<br />SCREWS @ 4" O.C.
<br />(6" EMBED.) @
<br />16" O.C., TYP.
<br />1-"HDU5-SDS2.5"
<br />3,240
<br />®
<br />10
<br />0
<br />"SW-AM2"
<br />1st FLOOR
<br />2"x4" or 2"x6" @
<br />(2) 2x4
<br />BLOCKED
<br />380
<br />%" TYPE "X"
<br />GYPSUM
<br />#6x1%4" BUGLE HEAD
<br />#6x1%4' BUGLE HEAD
<br />5/" TYPE "X"
<br />GYPSUM
<br />#6x1%4' BUGLE HEAD
<br />#6x1Ya" BUGLE HEAD
<br />Y" 0 A307 A.B.
<br />(6" EMBED.) @
<br />t"HDU5-SDS2.5"
<br />3,240
<br />INTERIOR WALL
<br />TO ROOF
<br />16" O.C. (MAX.
<br />b
<br />or (2) 2x6
<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 />16" O.C., TYP.
<br />®
<br />O
<br />NOTES:
<br />1O
<br />SIMPSON "MASH" MUDSILL ANCHORS @ 21" O.C. MAYBE USED IN PLACE OF Y"Q ANCHOR BOLTS
<br />O
<br />DBL. 2x4's FASTENED TOGETHER w/ 16d COMMON WIRE NAILS @ 12" O.C. STAGGERED MAY BE USED
<br />O 0.157"0 HILTI "X-U" UNIVERSAL KNURLED SHANK FASTENER MAY BE USED @ 10" O.C. IN PLACE OF
<br />SPACED @ 24" O.C., TYP.
<br />IN LIEU OF THE SPECIFIED 3x4 STUDS @ CONTRACTOR'S OPTION, TYP.
<br />THEY"O A307 ANCHOR BOLTS @ INTERIOR SHEAR WALL LOCATIONS. USE IN CONJUNCTION w/
<br />SCHEDULED HOLDDOWNS EACH END OF WALL, TYP.
<br />O
<br />ALL TRUSSES AND CONSTRUCTION SHALL BE DESIGNED TO WIND LOADS STATED IN GENERAL
<br />©
<br />CONFIRM DIAMETER OF ANCHOR BOLT FOR HOLD-DOWN w/ STRAP MANUFACTURER, TYP.
<br />STRUCTURAL NOTES, TYP.
<br />10 ORIENTED STRAND BOARD (O.S.B.) w/ EQUIVALENT OR GREATER THICKNESS MAY BE USED IN PLACE
<br />NAIL PATTERN BASED ON P-NAIL CRITERIA. SEE DETAILS "4/S23.25" & "5/S23.25" FOR SHEATHING
<br />OF THE SPECIFIED PLYWOOD WALL SHEATHING @ CONTRACTOR'S OPTION. USE SAME FASTENERS &
<br />30
<br />ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS, TYP. (U.N.O.)
<br />LAYOUT & FASTENER PATTERNS.
<br />SPACING/PATTERN AS NOTED FOR PLYWOOD.
<br />® SEE DETAILS #2, #3, #4 & #5 ON SHEET "S4.03" FOR TYPICAL STRAPPING LOCATIONS AT EACH END OF ® SEE DETAIL'WS4.01" FOR TYPICAL SHEARWALL BLOCKING OPTIONS IN FLOOR TRUSSES OVER
<br />SHEAR WALLS, TYP. SHEARWALLS.
<br />1 Wood Stud Shear Wall Schedule for 1 Story Amenity Buildings
<br />S17.37 SCALE: N.T.S.
<br />SIMPSON "LS
<br />@ 32" O.C.
<br />HEADER PER
<br />& SCHEDULE
<br />BEAM & HE/
<br />ANCHORAC
<br />SCHEDULE,"
<br />NAIL STUDS
<br />w/ 16d NAIL:
<br />@ 12" O.C.
<br />3 SIMPSON "
<br />2
<br />S17.37
<br />SIMPSON "LSTA2�
<br />@ 32" O.C.
<br />HEADER PER PLA
<br />& SCHEDULE, TYI
<br />BEAM & HEADER
<br />ANCHORAGE PEI
<br />SCHEDULE, TYP.
<br />NAIL STUDS TOG
<br />w/ 16d NAILS EA(
<br />@ 12" O.C.
<br />JACK STUDS PER
<br />SCHEDULE
<br />ROOF TRUSSES
<br />@ 24" O.C.
<br />SIMPSON STRAP PER
<br />SCHEDULE, TYP.
<br />EACH TRUSS
<br />TYP. CONNECTION OF
<br />GIRDER TRUSS TO POST
<br />SIMPSON SP2 EVERY
<br />OTHER STUD
<br />PROVIDE DOUBLE
<br />STUD (MIN.) UNDER
<br />EA. GIRDER, TYP.
<br />(U.N.O.)
<br />SOLID 2x BLOCKING @
<br />5-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />SIMPSON HTT16 TYP. w/
<br />(18) 16d NAILS @ STUDS
<br />@ TRUSS
<br />(1)SIMPSON SPl OR (1)
<br />H3 EVERY OTHER STUD
<br />P.T. BOTTOM PLATE TO
<br />SLAB CONNECTION PER
<br />PLAN, TYP. (U.N.O.)
<br />LTYP GIRDER
<br />TYPICAL WALL HOLDDOWN
<br />WALL @ HIP END
<br />4T HIP GIRDER TRUSS
<br />)ROVIDE SIMPSON
<br />-ICP2 NAIL TO TRUSS
<br />S<TO DOUBLE STUD
<br />3ELOW
<br />IMPSON STRAP PER
<br />CHEDULE, TYP. EACH
<br />'RUSS
<br />IMPSON SP2 EVERY
<br />)THER STUD
<br />)OUBLE STUD
<br />;OLID 2x BLOCKING @
<br />5'-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />)ER PLAN, TYP.
<br />'I)SIMPSON SP1 OR (1)
<br />13 EVERY OTHER STUD
<br />:.T. BOTTOM PLATE TO
<br />;LAB CONNECTION PER
<br />?LAN, TYP. (U.N.O.)
<br />Typical Wood Stud Bearing Wall Strapping Elevation - 1 Story Building
<br />SCALE: %" = 1'-0"
<br />ROOF TRUSSES
<br />@ 24" O.C.
<br />SIMPSON STRAP PER
<br />SCHEDULE, TYP. EACH
<br />TRUSS
<br />TYP. CONNECTION OF
<br />GIRDER TRUSS TO POST
<br />SIMPSON SP2 EVERY
<br />OTHER STUD
<br />PROVIDE DOUBLE
<br />STUD UNDER EA.
<br />GIRDER
<br />SOLID 2x BLOCKING
<br />@ 5'-0" O.C. (MAX.),
<br />TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />BOTTOM PLATE TO
<br />,B CONNECTION PER
<br />�N, TYP. (U.N.O.)
<br />LTYP GIRDER
<br />TYPICAL WALL HOLDDOWN
<br />kT HIP GIRDER TRUSS
<br />)ROVIDE SIMPSON
<br />-ICP2 NAIL TO TRUSS
<br />x TO DOUBLE STUD
<br />3ELOW
<br />IMPSON STRAP PER
<br />CHEDULE, TYP. EACH
<br />'RUSS
<br />LID 2x BLOCKING
<br />5'-0" O.C. (MAX.),
<br />P.
<br />DUBLE STUD
<br />DOD STUDS
<br />2 PLAN, TYP.
<br />BOTTOM PLATE TO
<br />B CONNECTION PER
<br />N, TYP. (U.N.O.)
<br />r u r air "IRDER
<br />WALL @ HIP END OR GIDRDERS
<br />Typical Wood Stud Bearing Wall Elevation w/ C.R.T.S. - 1 Story Building
<br />/ SCALE: V = 1'-0"
<br />S17.37
<br />3
<br />S17.37
<br />.-ENGINEERED ROOF
<br />' IRDER TRUSSES, TYP.
<br />v1PSON HD8A TOP &
<br />)T. w/ THREADED
<br />)D, TYP.
<br />)LID 2x BLOCKING @
<br />-0" O.C. (MAX.), TYP.
<br />SIMPSON HD8A
<br />TYP. GIRDER HOLDDOWN
<br />FOR GIRDERS
<br />Wall Strapping Elevation for Girder Truss
<br />Uplift Loads more than 3,000 lb. - 1 Story
<br />SCALE: V = 1'-0"
<br />NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION
<br />& TYPICAL DETAILS FOR ADDITIONAL INFORMATION
<br />PRE-ENGINEERED ROOF
<br />& GIRDER TRUSSES, TYP.
<br />HURRI-BOLT AS REQ'D.
<br />SOLID 2x BLOCKING @
<br />5'-0" O.C. (MAX.), TYP.
<br />PROVIDE (4) 2x4 STUDS—,
<br />UNDER EACH GIRDER w/
<br />"O THRU BOLTS @ 12" O.C.
<br />OR 16d NAILS EACH PLY @
<br />12" O.C. TYP. (U.N.O.)
<br />FOUNDATION,'.
<br />TYP. GIRDER HOLDDOWN
<br />FOR GIRDERS
<br />C.R.T.S. Wall Elevation for Girder Truss
<br />5 Uplift Loads more than 3,000 lb. - 1 Story
<br />517.3 7 SCALE: %" = 1'-0"
<br />NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION
<br />& TYPICAL DETAILS FOR ADDITIONAL INFORMATION
<br />Sheet Notes
<br />Framing Elevations w/ Conventional Strapping
<br />A. SEE SHEET "1/S17.37" FOR 1-STORY SHEAR WALL SCHEDULE.
<br />B. SEE ARCH. DRAWINGS FOR FLOOR/WALL ASSEMBLY DESCRIPTIONS
<br />& FIRE RESISTANCE RATINGS, TYP.
<br />C. ANCHORAGE/STRAPPING FOR SHEAR WALLS ENDS NOT SHOWN
<br />FOR CLARITY. REFER TO SHEAR WALL SCHEDULE FOR
<br />REQUIREMENTS, TYP.
<br />D. HOLD-DOWN STRAPS TO BE INSTALLED OVER SHEATHING WHEN
<br />STRAP TYPES PERMIT, TYP. (U.N.O.)
<br />E. ANCHOR BOLTS: PROVIDE)/2" DIAMETER A307 ANCHOR BOLTS w/
<br />6" MIN. EMBED. @ INTERIOR LOAD BEARING & EXTERIOR FRAME
<br />WALLS. PLACE BOLTS AS PER ANCHORAGE OR SHEAR WALL
<br />SCHEDULE. w/ MIN. 2 BOLTS PER PLATE & LOCATE BOLT P-O" FROM
<br />END OF PLATE. FOR HOLD DOWNS CONNECTED TO SLABS,
<br />COORD. ANCHOR BOLTS SIZE & LOCATION w/ MANUFACTURER'S
<br />REQ. & SHEAR WALL SCHEDULE.
<br />F. BOLT HOLES SHALL BE 7'6" LARGER THAN BOLT SIZE, TYP..
<br />RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN.
<br />G. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS &
<br />NUTS AGAINST WOOD.
<br />H. PARTITION ANCHORS: SECURE ALL INTERIOR NON SHEAR WALL,
<br />NON LOAD BEARING PARTITIONS w/ CUT NAILS OR RAMSET
<br />ANCHORS SPACED 32" O.C. MAX., MIN. 2 ANCHORS PER PLATE.
<br />1. THE FOLLOWING WOOD GRADES SHALL BE THE MINIMUM
<br />ACCEPTABLE FOR THIS PROJECT:
<br />NON-STRUCTURAL STUDS ONLY:
<br />• STUD GRADE DOUGLAS FIR LARCH (DFL) - 2x4 & LARGER
<br />• STUD GRADE SPRUCE PINE FIR (SPF) - 2x4 & LARGER.
<br />STRUCTURAL LIGHT FRAMING:
<br />• No. 2 SOUTHERN YELLOW PINE (SYP) 2x4 & LARGER
<br />• No. 2 DOUGLAS FIR LARCH (DFL) 2x4 & LARGER
<br />• No. 2 SPRUCE PINE FUR (SPF) 2x4 & LARGER
<br />• STRUCTURAL GRADE No. 2 SOUTHERN YELLOW PINE (SYP) or No. 2
<br />DOUGLAS FIR LARCH (DFL) or No. 2 SPRUCE PINE FUR (SPF)
<br />FINGER JOINTED STUDS - 2x4 & LARGER.
<br />JOISTS AND HEADERS:
<br />• No. 2 SOUTHERN YELLOW PINE (SYP) 2x6 & LARGER
<br />• No. 2 DOUGLAS FIR LARCH (D.F.L.) 2x6 & LARGER.
<br />POSTS:
<br />• No. 2 SOUTHERN YELLOW PINE (SYP) 4x4 & LARGER
<br />• No. 2 DOUGLAS FIR LARCH (D.F.L.) 4x4 & LARGER.
<br />J. PRE-ENGINEERED C.R.T.S. HOLD-DOWN ALTERNATE:
<br />THE GENERAL CONTRACTOR MAY PROVIDE A PRE-ENGINEERED
<br />CONTINUOUS ROD TIE -DOWN SYSTEM (C.R.T.S) SUCH AS C.L.P.,
<br />HURRI-BOLT, GO -BOLT, SIMPSON, ETC. AS A VALUE ENGINEERING
<br />ALTERNATE TO THE CONVENTIONAL WALL STRAPPING DESIGN
<br />SHOWN. IF THIS ALTERNATE IS USED, THE CONTRACTOR MUST
<br />PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS
<br />SPECIFICALLY DETAILING THE REVISIONS TO THE CONTRACT
<br />DRAWINGS, SIGNED & SEALED BY A REGISTERED PROFESSIONAL
<br />ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY
<br />THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT TAKE-UP
<br />DEVICES MUST BE USED AT EACH FLOOR AT THE ENDS OF EACH
<br />SCHEDULED SHEAR WALL OR THE SCHEDULED CONNECTORS MAY
<br />BE USED, TYP. SEE SHEET "S4.05" FOR TYPICAL WALL FRAMING
<br />ELEVATIONS w/ CONT. ROD TIE -DOWN SYSTEM.
<br />K. PRE-ENGINEERED TENSION CABLE HOLD-DOWN ALTERNATE:
<br />THE GENERAL CONTRACTOR MAY PROVIDE A PRE-ENGINEERED
<br />TENSION CABLE TIE -DOWN SYSTEM SUCH AS QUICK -TIE, ETC. AS A
<br />VALUE ENGINEERING ALTERNATE TO THE CONVENTIONAL WALL
<br />STRAPPING DESIGN SHOWN. IF THIS ALTERNATE IS USED, THE
<br />CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS &
<br />CALCULATIONS SPECIFICALLY DETAILING THE REVISIONS TO THE
<br />CONTRACT DRAWINGS, SIGNED & SEALED BY A REGISTERED
<br />PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW &
<br />APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE
<br />THAT IF TENSION CABLES ARE USED IN PLACE OF THE SCHEDULED
<br />CONNECTORS @ THE ENDS OF EACH SHEAR WALL, THE CABLES
<br />MUST BE TERMINATED AT EACH FLOOR, TYPICALLY.
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<br />WPORUME
<br />N ARCHITECTURE &
<br />i IIV I Gr[IVrt VCoIVIV, IIVIo.
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<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />l
<br />J.
<br />CrAL CONCERTS
<br />DESIGN
<br />2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD. FL 32779
<br />TEL 407/682-2086 ■ FAX 407/682-2386
<br />WWW.SCD-ENG.COM
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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. Scrogglns, PE on the Date
<br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not
<br />s considered signed and sealed and the signature must be verified on any electronic copies.
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<br />SET DISTRIBUTIONS:
<br />0 SHEET REVISIONS:
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
<br />Structural Sections &
<br />Details
<br />S17,37
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