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<br />ROOF TRUSS NOTES:
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<br />20 PSF ROOF LIVE LOAD (REDUCIBLE)
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<br />1.
<br />PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND WIND
<br />V)
<br />LOADS SHOWN AND ALL COMBINATIONS OF THESE LOADS AS SET FORTH IN THE FLORIDA
<br />SHEATHING
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<br />'CS
<br />BUILDING CODE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL DESIGN CRITERIA. TRUSS
<br />C.B.
<br />FABRICATOR SHALL SUBMIT S&S SHOP DRAWINGS & DESIGN CALCULATIONS SEALED BY A
<br />0
<br />10 PSF TOP CHORD DEAD LOAD, TYPICALLY
<br />PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED FOR
<br />2x4 DIAGONAL BRACE (DB) @
<br />U.
<br />(15 PSF TOP CHORD DEAD LOAD @ OVERFRAMED AREAS)
<br />REVIEW PRIOR TO TRUSS FABRICATION.
<br />EA. END WALL AND @ 20'-0"
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<br />10 PSF BOTTOM CHORD DEAD LOAD, TYPICALLY
<br />2.
<br />ROOF DEAD LOADS SHOWN SHALL BE DIVIDED EQUALLY BETWEEN TOP AND BOTTOM
<br />MAX. INTERVALS ALONG
<br />LATERAL BRACE.
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<br />CHORDS TO ACCOUNT FOR DEAD LOAD OF ROOFING AS WELL AS HANGING MECHANICAL
<br />AND CEILING DEAD LOADS.
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<br />3.
<br />WIND LOADS SHOWN ARE FOR WINDS APPROACHING FROM THE LEFT OF THE TRUSS
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<br />CONTINUOUS LATERAL BRACE (CB) ASREQUIRED BY TRUSS DESIGN AND
<br />3
<br />ELEVATIONS SHOWN. FABRICATOR SHALL DESIGN AND FABRICATE ALL TRUSSES
<br />FRAMING PLAN
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<br />SYMMETRICALLY (REVERSE WINDWARD AND LEEWARD WIND LOADINGS) THEREBY
<br />WIND
<br />A'sF
<br />ACCOUNTING FOR WIND LOAD IN THE OPPOSITE DIRECTION. A MAXIMUM OF 10 PSF DEAD
<br />LOAD MAY BE USED TO RESIST UPLIFT, TYP.
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<br />DIRECTION0. OAS? �Gl
<br />PLO �� O10
<br />4.
<br />SEE ARCHITECTURALFOR
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<br />ADDITIONAL DEAD LOADS�ON TOP OR BOTTOM CHORDS OF TRUSSES DU Ol MEC ANICAAL
<br />EQUIPMENT, WHERE APPLICABLE.450
<br />WEB MEMBER
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<br />CONTINUOUS BOTTOM BRACE (BB)
<br />D.B. B.B.
<br />5.
<br />MAXIMUM TRUSS SPACING 1S T-0", TYPICALLY. "PSF" LOADINGS SHALL BE MULTIPLIED
<br />AS REQ'D BY TRUSS DESIGN &
<br />SEE NOTE #8
<br />ACCORDINGLY IN ORDER TO OBTAIN "PLF" TRUSS LOADINGS.
<br />FRAMING PLAN AND NOT MORE
<br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO BRACING WOOD TRUSSES.
<br />PLATE WSTITUTE). INSTALL BRACING AS
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<br />THAN 10 FT. O.C.
<br />COMMENTARY AND RECOMMENDATION, BWT-76 (TRUSS
<br />L.
<br />6.
<br />POINT LOADINGS WHICH ARE GENERATED BY SPECIAL TRUSS CONFIGURATIONS HAVING
<br />THE TRUSSES ARE ERECTED. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THE
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<br />TRIBUTARY WIDTHS GREATER THAN 2'-0" (HIP TRUSSES, TRANSFER TRUSSES, ETC.) SHALL BE
<br />CEILING
<br />CONSTRUCTION LOAD SHALL BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES AND
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<br />ACCOUNTED FOR IN TRUSS DESIGN, AND MAGNITUDE OF SUCH OF SUCH POINT LOADS SHALL
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<br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
<br />BE CLEARLY NOTED ON SHOP DRAWINGS. TRUSSES SHALL ACCEPT POINT LOADS FROM
<br />CONSTRUCTION MATERIALS (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACES ON THE TRUSSES IN
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<br />ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY.
<br />ANY ONE AREA & THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID
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<br />OVERLOADING ANY ONE TRUSS.
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<br />SEE NOTE #4
<br />7.
<br />COORDINATE ROOF CONFIGURATION, SLOPE, DIMENSIONS, OVERHANGS, HIPS AND VALLEYS
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<br />WITH ARCHITECTURAL DRAWINGS, TYPICALLY.
<br />2• ALL BRACING (DB,CB,BB) SHOWN IN THE FRAMING PLAN SHALL BE IN ADDITION TO CONTINUOUS
<br />SUPPORT POINTS, TYPICALLY
<br />LATERAL SPECIFIED BY THE TRUSS MANUF. ALL LATERAL BRACING SPECIFIED SHALL HAVE ADDITIONAL
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<br />8.
<br />TRUSS WEB CONFIGURATIONS SHOWN IN TRUSS ELEVATIONS ARE SCHEMATIC IN NATURE,
<br />DIAGONAL BRACES @ 20'-0" MAX.
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<br />FINAL LOCATION AND CONFIGURATION OF TRUSS WEB MEMBERS SHALL BE COORDINATED
<br />WITH ARCHITECTURAL AND MECHANICAL SPACE REQUIREMENTS.
<br />3, ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER AND SHALL BE ATTACHED WITH 2-16d NAILS
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<br />ri Pre -Engineered Wood Trusses
<br />9.
<br />PERMANENT TRUSS BRACING AND BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH
<br />2 Typical Wood Truss Bracing
<br />@ EA. TRUSS INTERSECTION.
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<br />TRUSS PLATE INSTITUTE IN ORDER TO PROVIDE ADEQUATE LATERAL WIND STABILITY FOR
<br />S20.3 6 SCALE: %4" = 1'-0"
<br />TRUSS SYSTEM, TYPICALLY.
<br />6 SCALE: N.T.S.
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<br />GIRDER TRUSS
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<br />NOTE: G.C. TO COORDINATE HOLD DOWN
<br />LOCATIONS w/ TRUSS LAYOUT, TYP.
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<br />ROOF SHEATHING &
<br />SLOPE
<br />ROOF SHEATHING & SLOPE
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<br />FASTENERS PER PLAN, TYP.
<br />FASTENERS PER PLAN, TYP.
<br />PER -ENGINEERED
<br />GIRDER TRUSS SIMPSON STRAP PER PLAN, TYP.
<br />STRAP PER PLAN,
<br />TYP STRAP PER PLAN,
<br />, .
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<br />TRUSS CONNECTIONS BY
<br />TRUSS MANUF. -MUST
<br />WITHSTAND BOTH
<br />NAIL @ 6" O.C. w/
<br />NAIL @ 6" O.C. w/
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<br />HIP TRUSS GRAVITY & UPLIFT
<br />LOAD CONDITIONS
<br />6d COMMON NAILS
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<br />TRUSS BRG.
<br />6d COMMON NAILS
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<br />TRUSS BRG.
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<br />SEE PLAN
<br />SEE PLAN
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<br />PRE-ENG. WOOD
<br />- - PRE-ENG. WOOD
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<br />DRILL & EPDXY HILTI "HAS" ROD
<br />ROOF TRUSS
<br />ROOF TRUSS
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<br />(DIAMETER PER STRAP MANUF.) w/
<br />2x WOOD FASCIA PER ARCH. -- -
<br />CONT. "BB-1" @ TOP
<br />2x WOOD FASCIA PER ARCH— CONT. "BB-1" @ TOP
<br />0.
<br />6" MIN. EMBEDMENT. USE HILTI
<br />"HY-150"
<br />DWGS w/ 2-8d COMMON - -
<br />OF WALL, TYP.
<br />DWGS w/
<br />2-8d COMMON - - OF WALL, TYP.
<br />INJECTION ADHESIVE, TYP.
<br />NAILS EACH TRUSS, TYP.
<br />NAILS EACH TRUSS, TYP.
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<br />Alk B.O. LINTEL
<br />B.O. LINTEL m
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<br />SEE ARCH.
<br />SEE ARCH. 8" CMU w/ HORIZ. REINF. @
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<br />16" O.C., TYP. (U.N.O.)
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<br />3
<br />MASONRY BOND BEAM OR
<br />8 CMU w/ HORIZ. REINF. @
<br />VERT. REINF. PER PLAN & SCHED. PRE -CAST LINTEL PER
<br />PLAN & SCHEDULE, TYP.
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<br />CONCRETE BEAM PER PLAN,
<br />VERT. REINF. PER PLAN & SCHED.
<br />lb O.C., TYP. (U.N.O.)
<br />w/ STD. HOOK @ TOP, TYP.
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<br />TYP.
<br />w/ STD. HOOK @ TOP, TYP.
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<br />GLAZING PER ARCH.
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<br />DWGS., TYP.
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<br />3 Girder Truss
<br />4 Girder Truss Holddown
<br />Truss Bearin
<br />5 g@
<br />CMU Wall
<br />Truss Bearing Pre -Cast Lintel
<br />6 g@
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<br />SCALE: N.T.S.
<br />s20.36
<br />SCALE: Y4" = F-0"
<br />520.3
<br />SCALE: %4" = 1'-0"
<br />20.36
<br />SCALE: %" = 1'-0"
<br />20.36
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<br />FORUME
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />RMNNG I ARCWECTURE I IIYi'MMDESIGN
<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
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<br />2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779
<br />TEL 407/682-2086 e FAX 407/682-2386
<br />WWW.SCD-ENG.COM
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<br />TAT OF
<br />J9°�0 O#YAL °'e Op0��
<br />1191 0W
<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 Time 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 />0 SHEET REVISIONS:
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO, 4097
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