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I I I I _SW - - _H5-- - - W13 ....m. --- --- -- .. ---------- I :' - ----- -------- - --------- rn -------- o s-- -- ------------- -,-------- / _ - - - - - - - - - -- --- - - - - - - - - - - - - - —------- 3 T— ---- N fN —GT --� ----------� — — — — — — — — — — — — CT — — — — — —.. — — — — — --------- S4.01 — — — — --------1 ..... ..... d __ _ I Cn - - - - - - - - - - - - - cn — — — — — — --- 3 - fA — -- -- — H6 H5 —-� H5 2I= s4.o1 H5 HS S4.01 GUTHERMAN STRUCTURAL INC.I 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL32714 P: 407.701:0875 LIC. #28863 uLherman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 FLOOR FRAMING PLAN NOTES: 1. WOOD FLOOR TRUSS BEARING ELEVATIONS: SECOND FLOOR (2ND), EL. = 8'-1X" THIRD FLOOR (3RD), EL. = 17'-11" FOURTH FLOOR (4TH), EL. = 27'-8%" UNLESS NOTED OTHERWISE 2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. 3. - - INDICATES WOOD FLOOR TRUSS, SEE PLANS. AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. AT INTERMEDIATE STAIR LANDINGS PROVIDE 18Y" DEEP FLOOR TRUSSES AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE TRUSS TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" DEEP. SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. 4. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID BLOCKING IN TRUSS SPACE. 5. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR WALL BELOW. 6. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. 7. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. 8. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 - 4" (NOMINAL WALLS) 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER UNITS - 4" (NOMINAL WALLS) 1st & 2nd FLOOR = 3x4 [or (2) 20] SPACED AT 16" O.C. 3rd & 4th FLOOR = 20 SPACED AT 16" O.C. NAIL DOUBLE 20 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 2V AND AN EDGE DISTANCE OF 1". AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. 9. Sw# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. 10. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM CONSISTING OF A DOUBLE KNOCK -OUT COURSE (8x16) AT TRUSS BEARING ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT SOLID. 11. L-# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. 12. H-# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL OPENINGS. SEE SCHEDULE ON SHEET S3.00. 13. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" O.C. ROOF PITCH = 6:12. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR ROOF LINES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. B. CONNECT ROOF TRUSSES TO TOP OF STUD WALLS WITH SIMPSON H10A TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 STRAPS EACH END. C. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS CONNEC11ON BY TRUSS MANUFACTURER'S ENGINEER. 14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED OTHERWISE. KEY PLAN ARCHITECTURE & INTERIOR • DESIGN, 745 orients avenue, suite 1121 altamonte springs, fI 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com no ono nnn onn 0 BE"'N"rEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 • Zephyrhills, FL J1']1114WITi +1 ap,0 \ _— rka Cat s zz L 0 William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG PROJECT NO. 14-2984 BUILDING I THIRD FLOOR FRAMING PLAN