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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 %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 />® Key Notes
<br />3rd Floor Framing Plan (4 Story Building)
<br />1. FIN. 2nd FLOOR ELEVATION = 23'-812", TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 3rd FLOOR:
<br />FLOOR TRUSS BEARING ELEVATION = 21'-11", TYP. PROVIDE 2x4 VERTICAL STUDS SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP
<br />PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148"Ox3y4" NAILS
<br />2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, @ 12" O.C., TYP.
<br />PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED &
<br />SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 11. LOAD -BEARING CMU WALLS @ 3rd FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN
<br />RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS,
<br />3. FLOOR TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP.
<br />LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS
<br />REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & 12. INTERIOR NON -BEARING STUD WALLS:
<br />BRACING AS REQ'D. TO FRAME ENTIRE FLOOR -CEILING ASSEMBLY. COORDINATE PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x
<br />TRUSS SPACING w/ MECHANICAL FIXTURES & EQUIPMENT LOCATIONS. BOTTOM PLATE PER ARCH. DWGS., TYP.
<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 1%" 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 Q.S.B. DECKING. GLUE & NAIL SHEATHING TO
<br />TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12"
<br />O.C. INFIELD, TYP.
<br />8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS
<br />IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS &
<br />CORRIDOR WALLS, TYP.
<br />9. EXTERIOR LOAD -BEARING STUD WALLS @ 3rd FLOOR:
<br />PROVIDE 2x6 VERTICAL STUDS @ 16" 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"00Y4" NAILS @ 12" O.C., 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. SEE
<br />ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE SHOP
<br />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 />C4NIT 63 UNIT Al UNIT B2 C4NIT 62 CUNIT Al UNIT 63
<br />UNIT A2 UNIT Bl UNIT 64 UNIT Al UNIT Bl UNIT A2
<br />1 l Building Type II -Third Floor Framing Plan
<br />S 3.2 31 SCALE: %" = 1'-0"
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<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
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