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<br />Typical Sheet Notes
<br />Roof Framing Plan
<br />A. SEE SHEET "S3.01" FOR GENERAL STRUCTURAL NOTES, TYP.
<br />B. SEE SHEET "S4.00.1" FOR WOOD BEAM/HEADER SCHEDULE, TRUSS FRAMING DESIGN
<br />CRITERIA, & TYPICAL BUILT-UP WOOD STUD COLUMN DETAILS, TYP.
<br />C. SEE SHEET "S4.04.1" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING DESIGN
<br />WIND PRESSURE TABLE, TYP.
<br />D. GIRDER TRUSS ACROSS CORRIDOR TO BE DESIGNED TO ALLOW MECHANICAL DUCT
<br />TO PASS THROUGH. COORDINATE w/ M.E.P. DRAWINGS, TYP.
<br />E. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) w/ 9 GA. HORIZ. LADDER REINF.
<br />@ 16" O.C. & HAVE #5 VERTICAL BAR @ 32" O.C. IN SOLID GROUTED CELL, TYP.
<br />PROVIDE 48 BAR 0 LAP w/ VERTICAL REINF. ABOVE BOND BEAM WHERE REQ'D., TYP.
<br />SEE SHEET "S3.05" FOR TYPICAL MASONRY DETAIL
<br />I '� Building Type II -Roof Framing Plan
<br />S3.25) SCALE: Y8" = 1'-0"
<br />® Key Notes
<br />Roof Framing Plan (4 Story Building)
<br />1. ROOF TRUSS BEARING ELEVATION = 45'-6Y4', TYP. (U.N.O.) 9. ROOF SHEATHING NAILING SCHEDULE:
<br />• NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT
<br />2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, ALL RIDGES, HIPS, & VALLEYS.
<br />PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & • NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES.
<br />SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. • UNBLOCKED DIAPHRAGM, USE 8d RING SHANK OR 10d COMMON NAILS w/ 1%2'
<br />MINIMUM PENETRATION, TYP.
<br />3. COORDINATE ALL CHASE & CONDUIT LOCATIONS w/ M.E.P. IN RELATION TO
<br />STRUCTURAL ELEMENTS, TYP.
<br />4. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE
<br />OR MASONRY SHALL BE PRESSURE TREATED, TYP.
<br />5. SHEARWALLS & TRUSSES: WHEN SHEARWALLS ARE PARALLEL w/ ROOF OR FLOOR
<br />TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEARWALLS, PROVIDE
<br />FULL HEIGHT INFILL TRUSSES OVER EACH SHEARWALL w/ VERTICAL MEMBERS @ 16
<br />O.C. MAX. ANCHOR TRUSSES TO SHEARWALLS & DECK SHEATHING AS NOTED ON
<br />SHEARWALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH
<br />DEFLECTION OF SPANNING TRUSSES.
<br />6. ROOF TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR
<br />LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS
<br />REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, &
<br />BRACING AS REQ'D. TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY
<br />SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE
<br />BEARING POINTS OF EACH TRUSS w/ GALVANIZED HURRICANE STRAPS AS SPECIFIED
<br />& DETAILED.
<br />7. ROOF TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS
<br />IN ROOF TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS &
<br />CORRIDOR WALLS TYP.
<br />8. ROOF SHEATHING: PROVIDE %2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED
<br />PLYWOOD (or 1%2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED O.S.B.
<br />SHEATHING) w/ H-CLIPS AS REQ'D., TYP.
<br />10. TYPICAL TRUSS TO HAVE SIMPSON "H10A" @ EACH BEARING POINT, TYP.
<br />11. TYPICAL 2-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT2" & "MTS12" @ EACH BEARING
<br />POINT, & TYPICAL 3-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT3-SDS2.5" @ EACH
<br />BEARING POINT, TYP. (U.N.O.)
<br />12. TRUSS MANUF. NOTE: ALL TRUSS OVERFRAMING MEMBERS & ALL TRUSS TO TRUSS
<br />CONNECTIONS TO BE DESIGNED & DETAILED BY TRUSS ENGINEER. COORD. TRUSS
<br />PROFILES w/ ARCH. DWGS., TYP.
<br />13. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/ 10d
<br />NAILS @ 12" O.C. STAGGERED EACH PLY UNDER BEARING POINTS OF ALL
<br />PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION w/ CRUSH BLOCKS IN FLOOR
<br />TRUSSES, TYP. (U.NO.)
<br />14. TRUSS ENGINEER TO PROVIDE DRAG TRUSS OVER SHEAR WALLS PARALLEL TO TRUSS
<br />FRAMING w/ AXIAL CAPACITY TO RESIST BASE SHEAR LOAD NOTED IN SHEAR WALL
<br />SCHEDULE, TYP.
<br />15. ELEVATOR HOIST BEAM AT TOP OF CMU ELEVATOR SHAFT HEIGHT & LOCATION TO
<br />BE COORD. w/ ARCH. DWGS. & ELEVATOR MANUF., TYP.
<br />16. HATCH INDICATES FLAT ROOF AREA FOR MECH. CONDENSING UNITS. COORD.
<br />TRUSS PROFILES & LAYOUT w/ ARCH. DWGS. & PROVIDE 3/4' SHEATHING @ FLAT
<br />ROOF AREAS, TYP.
<br />17. ROOF TRUSS BRG. ELEV. = +42'-6Y4" @ UNIT "Al" SOLARIUM, UNIT "B1" SOLARIUM, &
<br />UNIT "Cl" SOLARIUM & LIVING ROOM. COORS. w/ ARCH. DWGS., TYP.
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<br />ARCHITECTURE &
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<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830A 400
<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 a LONGWOOD, FL 32779
<br />TEL 407/682-2086 ■ FAX 407/682.2386
<br />WWW.SCD-ENG.COM
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<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 />SHEET REVISIONS:
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
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