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<br />Typical Sheet Notes
<br />Floor & Roof Framing Plans
<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. EXTERIOR WALL SHEATHING TO BE 7/6' CDX PLYWOOD or O.S.B. FASTENED TO WOOD
<br />FRAMING w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN
<br />FIELD, TYP. (U.N.O.)
<br />G. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S4.04.2" FOR 4-STORY
<br />SHEAR WALL SCHEDULE & DETAILS, TYP.
<br />H. REFER TO SHEETS "S4.04.3" TO "S4.04.4" FOR TYPICAL WOOD WALL FRAMING
<br />ELEVATIONS w/ STRAPPING & ANCHORAGES, TYP.
<br />I. GIRDER TRUSS ACROSS CORRIDOR TO BE DESIGNED TO ALLOW MECHANICAL DUCT
<br />TO PASS THROUGH. COORDINATE w/ M.E.P. DRAWINGS, TYP.
<br />J. 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 DETAILS
<br />CONTRACTOR NOTE:
<br />THRESHOLD BUILDING INSPECTIONS ARE CONSIDERED ADDITIONAL INSPECTIONS TO THE
<br />INSPECTIONS REQUIRED ON THE BUILDING PERMIT. THE CONTRACTOR SHALL BE
<br />REQUIRED TO SCHEDULE REGULAR INSPECTIONS THROUGH THE LOCAL
<br />BUILDING INSPECTION DEPARTMENT. SEE SHEET S3.01A FOR THRESHOLD
<br />INSPECTION PLAN.
<br />1. FIN. 2nd FLOOR ELEVATION = 11'-10%", TYP.
<br />FLOOR TRUSS BEARING ELEVATION = 10'-1%", TYP.
<br />2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT,
<br />PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED &
<br />SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.
<br />3. FLOOR 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 FLOOR -CEILING ASSEMBLY. COORDINATE
<br />TRUSS SPACING w/ MECHANICAL FIXTURES & EQUIPMENT LOCATIONS.
<br />4. TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @
<br />24" O.C. (MAX.) COORD. LOCATIONS w/ ARCH. & M.E.P. DRAWINGS, TYP.
<br />5. TYPICAL UNIT FLOOR DECKING: PROVIDE GYP-CRETE TOPPING PER ARCH, DWGS.
<br />OVER Y4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING.
<br />GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG
<br />PANEL EDGES & 12" O.C. INFIELD, TYP.
<br />6. BALCONY FLOOR FRAMING: 18" DEEP (MAX.) ENGINEERED WOOD TRUSSES w/
<br />SLOPED TOP CHORD SPACED @ 24" O.C. (MAX.) w/ SLOPED TOP CHORDS AS REQ'D.
<br />COORD. LOCATIONS w/ ARCH. & M.E.P. DWGS., TYP.
<br />7. BALCONY FLOOR DECKING: PROVIDE 112" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE
<br />TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 3/4' TONGUE & GROOVE, APA SPAN
<br />RATED, CODE CERTIFIED PLYWOOD OR O.S.B. DECKING. GLUE & NAIL SHEATHING
<br />TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES &
<br />12" O.C. INFIELD, TYP.
<br />8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH.
<br />DWGS. IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS &
<br />CORRIDOR WALLS, TYP.
<br />® Key Notes
<br />2nd Floor & Low Roof Framing Plan (4 Story Building)
<br />9. EXTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR:
<br />PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.)
<br />PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 BOTTOM PLATE FASTENED TO
<br />FLOOR FRAMING w/ 0.148" Ox3%4' NAILS @ 12" O.C., TYP.
<br />10. INTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR:
<br />PROVIDE DBL. 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE
<br />NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4
<br />TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148"00Y4"
<br />NAILS @ 12" O.C., TYP.
<br />11. LOAD -BEARING CMU WALLS @ 2nd FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN
<br />RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS,
<br />INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP.
<br />12. INTERIOR NON -BEARING STUD WALLS:
<br />PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT.
<br />2x BOTTOM PLATE PER ARCH. DWGS., TYP.
<br />13. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE
<br />OR MASONRY SHALL BE PRESSURE TREATED, TYP.
<br />14. 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 />15. STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS.
<br />SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE
<br />SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER
<br />REGISTERED IN THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW &
<br />APPROVAL.
<br />16. STAIR LANDING FRAMING: PRE-ENGINEERED STEEL LANDING w/ (3" MAX.)
<br />CONCRETE/METAL DECK. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS,
<br />TYP. SUBMIT COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A
<br />PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO ARCH. &
<br />ENGINEER FOR REVIEW & APPROVAL, TYP.
<br />17. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/
<br />10d 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 />18. 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 />19. ROOF SHEATHING: PROVIDE 5/" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED
<br />O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP.
<br />20. ROOF SHEATHING NAILING SCHEDULE:
<br />• NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT
<br />ALL RIDGES, HIPS,& VALLEYS.
<br />• NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES.
<br />• UNBLOCKED DIAPHRAGM, USE 8d RING SHANK or 10d COMMON NAILS w/ 11/2"
<br />MINIMUM PENETRATION, TYP.
<br />21. LOW ROOF TRUSS BEARING = VARIES SEE ARCH. DWGS.
<br />C4� C*fAi) C*��:) UNIT 62 C*��)CUNIT 63:)
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