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SIMPSON 15
<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 />2 SIMPSON "
<br />2x BLOCKIN,
<br />UNDER STU[
<br />@ HEADER
<br />FLOOR TRU!
<br />PER PLAN, T"
<br />HEADER PER
<br />& SCHEDULE
<br />BEAM & HE/
<br />ANCHORAC
<br />SCHEDULE,
<br />NAIL STUDS
<br />w/ 16d NAIL!
<br />@ 12" O.C.
<br />2 SIMPSON "
<br />2x BLOCKIN,
<br />UNDER STU[
<br />@ HEADER
<br />FLOOR TRU!
<br />PER PLAN, T"
<br />HEADER PER
<br />& SCHEDULE
<br />BEAM & HEM
<br />ANCHORAC
<br />SCHEDULE, "
<br />NAIL STUDS'
<br />w/ 16d NAIL!
<br />@ 12" O.C.
<br />2 SIMPSON "
<br />2x BLOCKIN,
<br />UNDER STU[
<br />@ HEADER
<br />FLOOR TRU!
<br />PER PLAN, 7
<br />HEADER PER
<br />& SCHEDULE
<br />BEAM & HEA
<br />ANCHORAG
<br />SCHEDULE, l
<br />NAIL STUDS'
<br />w/ 16d NAIL!
<br />@ 12" O.C.
<br />3 SIMPSON "
<br />TYPICAL WALL
<br />1
<br />4.040
<br />tOOF TRUSSES
<br />g� 24" O.C.
<br />IMPSON STRAP PER
<br />LAN & SCHEDULE,
<br />YP. EACH TRUSS
<br />YP. CONNECTION OF
<br />BIRDER TRUSS TO POST
<br />IMPSON SP2 EVERY
<br />)THER STUD
<br />ROVIDE DOUBLE
<br />TUD (MIN.) UNDER
<br />k GIRDER, TYP.
<br />J.N.O.)
<br />VOOD STUDS
<br />ER PLAN, TYP.
<br />MPSON CS20
<br />VERY OTHER STUD
<br />LOOR TRUSSES
<br />ER PLAN, TYP.
<br />LOCKING w/ DBL STUD
<br />FLOOR SPACES, TYP.
<br />SIMPSON "CS20"
<br />VOOD STUDS
<br />ER PLAN, TYP.
<br />MPSON CS20
<br />VERY OTHER STUD
<br />LOOR TRUSSES
<br />ER PLAN, TYP.
<br />LOCKING w/ DBL STUD
<br />FLOOR SPACES, TYP.
<br />SIMPSON "CS20"
<br />VOOD STUDS
<br />ER PLAN, TYP.
<br />MPSON CS20
<br />VERY OTHER STUD
<br />_OOR TRUSSES
<br />ER PLAN, TYP.
<br />ROVIDE FULL BLOCKING
<br />J FLOOR SPACES, TYP.
<br />MPSON "CS20"
<br />4CH STUD, TYP.
<br />DLID 2x BLOCKING @
<br />'-0" O.C. (MAX.), TYP.
<br />VOOD STUDS
<br />ER PLAN, TYP.
<br />MPSON HTT16 TYP. w/
<br />8) 16d NAILS @ STUDS
<br />>, TRUSS
<br />)SIMPSON SPl OR (1)
<br />13 EVERY OTHER STUD
<br />.T. BOTTOM PLATE TO
<br />LAB CONNECTION PER
<br />LAN, TYP. (U.N.O.)
<br />--TYP GIRDER
<br />kT HIP GIRDER TRUSS
<br />)ROVIDE SIMPSON
<br />'HCP2" NAIL TO
<br />TRUSS & TO DOUBLE
<br />)LATE BELOW
<br />IMPSON STRAP PER PLAN
<br />SCHEDULE, 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 />TOOR TRUSSES
<br />TER PLAN, TYP.
<br />IROVIDE FULL BLOCKING
<br />N FLOOR SPACES, TYP.
<br />;IMPSON "CS20"
<br />UESTP.
<br />5OBLUD
<br />SOLID 2x BLOCKING @
<br />5'-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />)ER PLAN, TYP.
<br />:LOOR TRUSSES
<br />)ER PLAN, TYP.
<br />)ROVIDE FULL BLOCKING
<br />N FLOOR SPACES, TYP.
<br />� IMPSON "CS20"
<br />:ACH STUD, TYP.
<br />DOUBLE STUD
<br />;OLID 2x BLOCKING @
<br />5'-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />DER PLAN, TYP.
<br />:LOOR TRUSSES
<br />)ER PLAN, TYP.
<br />)ROVIDE FULL BLOCKING
<br />N FLOOR SPACES, TYP.
<br />;IMPSON "CS20"
<br />:ACH STUD, TYP.
<br />DOUBLE STUD
<br />O'OLID 2x BLOCKING @
<br />5'-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />'ER PLAN, TYP.
<br />1)SIMPSON SPl OR (1)
<br />13 EVERY OTHER STUD
<br />).T. BOTTOM PLATE TO
<br />'LAB CONNECTION PER
<br />?LAN, TYP. (U.N.O.)
<br />HOLDDOWN WALL @ HIP END WALL @ GABLE END
<br />Typical Bearing Stud Wall Hoiddown Elevation 4 Story
<br />SCALE: Y8" = V-0"
<br />ME
<br />-�IMPSON STRAP PER PLAN
<br />Sr. SCHEDULE, TYP. EACH
<br />TRUSS
<br />kT GABLE END TRUSS
<br />'ROVIDE SIMPSON
<br />_TSA24 NAIL TO TRUSS
<br />Sr. TO DOUBLE STUD
<br />3ELOW @ 32" O.C.
<br />�-IMPSON SP2 EVERY
<br />DTHER STUD
<br />DOUBLE STUD
<br />SOLID 2x BLOCKING @
<br />5-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />FLOOR TRUSSES
<br />PER PLAN, TYP.
<br />PROVIDE FULL BLOCKING
<br />IN FLOOR SPACES, TYP.
<br />SIMPSON "CS20"
<br />EACH STUD, TYP.
<br />DOUBLE STUD
<br />SOLID 2x BLOCKING @
<br />5-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />FLOOR TRUSSES
<br />PER PLAN, TYP.
<br />PROVIDE FULL BLOCKING
<br />IN FLOOR SPACES, TYP.
<br />SIMPSON "CS20"
<br />UESTD P.DOBLU
<br />SOLID 2x BLOCKING @
<br />5-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />FLOOR TRUSSES
<br />PER PLAN, TYP.
<br />PROVIDE FULL BLOCKING
<br />IN FLOOR SPACES, TYP.
<br />SIMPSON "CS20"
<br />EACH STUD, TYP.
<br />DOUBLE STUD
<br />SOLID 2x BLOCKING @
<br />5-0" O.C. (MAX.), TYP.
<br />WOOD STUDS
<br />PER PLAN, TYP.
<br />(1)SIMPSON SP1 OR (1)
<br />H3 EVERY OTHER STUD
<br />P.T. BOTTOM PLATE TO
<br />SLAB CONNECTION PER
<br />PLAN, TYP. (U.N.O.)
<br />PRE-ENGINEERED R,
<br />& GIRDER TRUSSES,
<br />—SIMPSON "HTT4" T
<br />& BOT. w/ THREA[
<br />ROD, TYP.
<br />—SOLID 2x BLOCKIN
<br />5-0" O.C. (MAX.),
<br />PROVIDE (4) 2x4 STU
<br />UNDER EACH GIRDEI
<br />Y2"O THRU BOLTS @
<br />OR 16d NAILS EACH I
<br />12" O.C. TYP. (U.N.O
<br />PROVIDE 2x BLOCKIN(
<br />@ EACH VERT. STUD I
<br />FLOOR SPACE, TYP.
<br />TRUSS ENG. TO PROVIDI
<br />VERT. IN TRUSS AS REQ'I
<br />TRANSFER LOADS THRU
<br />FLOOR SYSTEM
<br />SIMPSON HTT4 TC
<br />BOT. w/ THREADE
<br />ROD THRU FLOOF
<br />----- SOLID 2x BLOCKIN
<br />5-0" O.C. (MAX.),
<br />PROVIDE (4) 2x4 STU
<br />UNDER EACH GIRDEI
<br />%110 THRU BOLTS @
<br />OR 16d NAILS EACH I
<br />12" O.C. TYP. (U.N.O
<br />PROVIDE 2x BLOCKING
<br />@ EACH VERT. STUD I
<br />FLOOR SPACE, TYP.
<br />TRUSS ENG. TO PROVIDI
<br />VERT. IN TRUSS AS REQ'[
<br />TRANSFER LOADS THRU
<br />FLOOR SYSTEM
<br />SIMPSON HTT4 TC
<br />BOT, w/ THREADE�
<br />ROD THRU FLOOF
<br />---SOLID 2x BLOCKIN
<br />5-0" O.C. (MAX.),
<br />-PROVIDE (4) 2x4 STU
<br />UNDER EACH GIRDEI
<br />YFO THRU BOLTS @
<br />OR 16d NAILS EACH I
<br />12" O.C. TYP. (U.N.O.
<br />—PROVIDE 2x BLOCKING
<br />@ EACH VERT. STUD L
<br />FLOOR SPACE, TYP.
<br />TRUSS ENG. TO PROVIDI
<br />VERT. IN TRUSS AS REQ'[
<br />TRANSFER LOADS THRU
<br />FLOOR SYSTEM
<br />SIMPSON HTT4 TC
<br />BOT, w/ THREADEI
<br />ROD THRU FLOOF
<br />SOLID 2x BLOCKIN
<br />5-0" O.C. (MAX.),
<br />—SIMPSON HTT4
<br />FOUNDATION, FOUNDATION
<br />1�
<br />- TYP, GIRDER HOLDDOWN
<br />FOR GIRDERS
<br />Uplift Load More Than 3,000 LBS.
<br />000"2 Girder Truss Connections - 4 Story
<br />4.049
<br />SCALE: V = V-0"
<br />NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION
<br />& TYPICAL DETAILS FOR ADDITIONAL INFORMATION
<br />SHEET NOTES
<br />FRAMING ELEVATIONS
<br />A. SEE SHEET "S4.04.2" FOR 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 Y2" DIAMETER A307 ANCHOR BOLTS w/
<br />7" EMBED. @ INTERIOR LOAD BEARING & EXTERIOR FRAME WALLS.
<br />PLACE BOLTS AS PER ANCHORAGE OR SHEAR WALL SCHEDULE. w/
<br />MIN. 2 BOLTS PER PLATE & LOCATE BOLT 1'-0" FROM END OF PLATE.
<br />FOR HOLD DOWNS CONNECTED TO SLABS, COORD, ANCHOR
<br />BOLTS SIZE & LOCATION w/ MANUFACTURER'S REQ. & SHEAR WALL
<br />SCHEDULE.
<br />F. BOLT HOLES SHALL BE %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 />I. 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
<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 />SPEICIFICALLY DETAILING THE REVISIONS TO THE CONTRACT
<br />DRAWINGS, SIGNED & SEALED BY A REGISTERED PROFESSIONAL
<br />ENGINEER IN THE STATE OF GEORGIA 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 "S4.04.4" FOR TYPICAL WALL FRAMING
<br />ELEVATIONS w/ CONT. ROD TIE -DOWN SYSTEM.
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<br />a. ARCHITECTURE &
<br />z INTERIOR DESIGN, INC.
<br />Z MMNNG I AR014rECTUIRE I nSnMMIR DMM
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />www,forumarch itecture.com
<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />�� '
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<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
<br />i ��Op4dIllpppj�j
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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, PE on the Date
<br />and/or Tlme Stamp shown using a digital signature. Printed copies of this document are not
<br />considered signed and sealed and the signature must be verified on any electronic copies.
<br />SET DISTRIBUTIONS:
<br />12/16/2021 OWNER REVIEW_ SET
<br />02/17/2022 PERMIT SET
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO, 4097
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