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<br />1 \Clubhouse -Roof Framing Plan
<br />1 • 42/ SCALE: Y8" = V-0"
<br />RAL FASCIA (IF REQ'D.)
<br />S ENGINEER, TYP.
<br />BRG.
<br />44"±
<br />BRG.
<br />8"±
<br />RAL FASCIA (IF REQ'D.)
<br />i ENGINEER, TYP.
<br />RAL FASCIA (IF REQ'D.)
<br />> ENGINEER, TYP.
<br />BRG.
<br />8"±
<br />to
<br />BRG.
<br />4"±
<br />RAL FASCIA (IF REQ'D.)
<br />> ENGINEER, TYP.
<br />0 Key Notes
<br />Clubhouse Roof Framing Plan
<br />1. ROOF TRUSS BRG. ELEVATION = 14'-0", TYP. (U.N.O.)
<br />2. PROVIDE "BB-1" SOLID GROUTED BOND BEAM @ LOW ROOF TRUSS
<br />BEARING (T.O.B. = 12'-0") PER PLAN, TYP.
<br />3. PROVIDE "BB-1" SOLID GROUTED BOND BEAM T.O.B. = 14'-0", TYP. (U.N.O.)
<br />4. PROVIDE "BB -I" SOLID GROUTED BOND BEAM T.O.B. = 15'-4", TYP.
<br />5. PROVIDE "RB-I" SOLID GROUTED RAKED BEAM @ TOP OF SLOPED CMY
<br />WALLS (T.O.B. VARIES), TYP.
<br />6. PROVIDE "BB -I" SOLID GROUTED BOND BEAM T.O.B. = 22-8", TYP.
<br />7. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS
<br />LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS
<br />SYSTEM SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
<br />THE STATE OF FLORIDA.
<br />8. SHEAR WALLS & TRUSSES: WHEN SHEAR WALLS ARE PARALLEL w/ ROOF OR
<br />FLOOR TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEAR
<br />WALLS, PROVIDE FULL HEIGHT INFILL TRUSSES OVER EACH SHEAR WALL w/
<br />VERTICAL MEMBERS @ 16" O.C. MAX. ANCHOR TRUSSES TO SHEAR WALLS
<br />& DECK SHEATHING AS NOTED ON SHEET "S4.01" & SHEAR WALL
<br />SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH
<br />DEFLECTION OF SPANNING TRUSSES.
<br />9. ROOF TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD
<br />TRUSSES FOR LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24"
<br />O.C. MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED
<br />INFILL FRAMING, BLOCKING, & BRACING AS REQ'D. TO FRAME ENTIRE
<br />ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR
<br />FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF
<br />EACH TRUSS w/ GALVANIZED HURRICANE STRAPS AS SPECIFIED & DETAILED.
<br />10. ROOF TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON
<br />ARCH. DWGS. IN ROOF TRUSS AREA (IF REQ'D.), TYP.
<br />11. ROOF SHEATHING: PROVIDE 5/" EXTERIOR GRADE, SPAN RATED, CODE
<br />CERTIFIED O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP.
<br />12. ROOF SHEATHING NAILING SCHEDULE:
<br />• NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER
<br />WALLS, AND AT ALL RIDGES, HIPS,& VALLEYS.
<br />• NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL
<br />EDGES.
<br />• UN -BLOCKED DIAPHRAGM, USE 8d RING SHANK or 10d COMMON
<br />NAILS w/ 1%" PENETRATION, TYP.
<br />8. OVERFRAMING BY TRUSS ENGINEER.
<br />9. TYPICAL TRUSS TO HAVE SIMPSON "H10A" @ EACH WOOD SUPPORT OR
<br />SIMPSON "HETA16" @ EACH MASONRY SUPPORT, TYP. (U.N.O.)
<br />10. TYPICAL 2-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT2" & "MTS12" @ EACH
<br />BEARING POINT, & TYPICAL 3-PLY GIRDER TRUSS TO HAVE SIMPSON
<br />"LGT3-SDS2.5" @ EACH BEARING POINT, TYP. (U.N.O.)
<br />11. TRUSS MANUF. NOTE: REFER TO ARCH. & INTERIOR DESIGN DWGS. FOR
<br />CEILING ELEMENTS SUPPORTED BY THE ROOF TRUSSES. DESIGN TRUSSES
<br />FOR ADDITIONAL 5 PSF (MIN.) BOTTOM CHORD DEAD LOAD IN THESE
<br />AREAS. COORD. SPECIFIC DIMENSIONS, LOCATIONS, WEIGHTS, &
<br />DETAILING w/ ARCH. & INTERIOR DESIGN DRAWINGS, TYP.
<br />Typical Sheet Notes
<br />Clubhouse Roof Framing Plan
<br />A. SEE SHEET "S17.31" FOR GENERAL STRUCTURAL NOTES, TYP.
<br />B. COORDINATE w/ CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP.
<br />C. EXTERIOR WALL SHEATHING TO BE 7/6' CDX PLYWOOD or O.S.B. (PROVIDE IY32"
<br />P.T. PLYWOOD @ 1st 48" ABOVE SLAB) FASTENED TO WOOD FRAMING w/ 8d
<br />RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP.
<br />D. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S17.36" FOR
<br />1-STORY SHEAR WALL SCHEDULE & DETAILS, TYP.
<br />E. SEE SHEET "S17.35" FOR WOOD BEAM/HEADER SCHEDULE, TRUSS FRAMING
<br />DESIGN CRITERIA, & TYPICAL BUILT-UP WOOD STUD COLUMN DETAILS, TYP.
<br />F. SEE SHEET "S17.35" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING
<br />DESIGN WIND PRESSURE TABLE, TYP.
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<br />ARCHITECTURE &
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<br />I QUIRE I NTE aMMSIGN
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<br />W 237 S. Westmonte Drive, Suite 220
<br />z Altamonte Springs, FL 32714
<br />407.830.1400
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />_. MURIALCOWE
<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 />We
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<br />TAT of
<br />ONAL
<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:
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<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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