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_I 1.. 1 I' 1 61 11 1. 11 1_ ,I -_ —1 1 _ I_ _' 1 — __ t I '�1 I : _I III IJIL I! I I. _ u._ SIIII P .1 UIF II iall_ILN1!1 - __. — - 1 - J 1 1 <br />:_.I I I I I I 11— I A I I IL 1 _ I <br />PLYWOOD R( <br />SEE GEN. NI <br />SP2, TYP. <br />H 10, TYP. <br />TSP <br />ENDS <br />SEc-noN K � <br />3/4" = 1'-0" S4.23 <br />CUPOLA STUD <br />WALL FRAMING <br />CUPOLA ROOF TRUSS FRAMING <br />SCALE: Xi6" = 1'-0" <br />CLUBHOUSE -ROOF FRAMING PLAN <br />GUTHERMAN STRUCTURAL INC. <br />264 BUTTERCUP CIRCLE <br />ALTAMONTE SPRINGS FL 32714 <br />P!407.701,0875 LIC.#28863 <br />rt erman <br />STRUCTURAL <br />SIGNIFI:DUE:TO <br />EVISIONS HAVE BEEN MADE TO THIS <br />SHEET THE CHANGE TOA WOOD FRAMESTRUCD ENCLOSING THE CORRIDORS. <br />1 <br />FLOOR FRAMING PLAN NOTES: <br />1. WOOD FLOOR TRUSS BEARING ELEVA11ONS: <br />SECOND FLOOR (2ND), EL. = 8'—%- <br />THIRD FLOOR (3RD), EL. = 17'-11" <br />FOURTH FLOOR (4TH), EL. = 27'-8%" <br />UNLESS NOTED OTHERWISE <br />2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. <br />3. — INDICATES WOOD FLOOR TRUSS, SEE PLANS. <br />AT INTERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. <br />AT INTERMEDIATE STAIR LANDINGS PROVIDE 18X" DEEP FLOOR TRUSSES <br />AT EXTERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE <br />TRUSS TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" <br />DEEP. <br />SPACE WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. <br />4. "GT" INDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. <br />TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. <br />WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND <br />2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID <br />BLOCKING IN TRUSS SPACE. <br />5. AT TRUSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM <br />CHORD OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE <br />DESIGNED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING <br />ATTACHMENT. <br />AT TRUSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x <br />BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL <br />SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR <br />WALL BELOW. <br />6. TRUSS MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS <br />SYSTEM FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. <br />7. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION <br />OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL <br />RUNS AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. <br />8. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED <br />AT 16" O.C,, UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING <br />WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING <br />PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. <br />INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: <br />UNITS A3, C1 AND C2 — 4" (NOMINAL WALLS) <br />1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. <br />® 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 12" O.C. <br />3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. <br />ALL OTHER UNITS — 4" (NOMINAL WALLS) <br />1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. <br />3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. <br />NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, <br />EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END <br />DISTANCE OF 2V AND AN EDGE DISTANCE OF 1". <br />AT INTERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, <br />PROVIDE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. <br />SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. <br />9. SW—# INDICATES SHEAR WALL TYPE. <br />sm SHADING INDICATES EXTENT OF SHEAR WALL. <br />SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. <br />SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL <br />INFORMATION. <br />10. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM <br />CONSISTING OF A DOUBLE KNOCK —OUT COURSE (8x16) AT TRUSS BEARING <br />ELEVATIONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE <br />AND GROUT SOLID. <br />11. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. <br />12. H—# INDICATES A WOOD HEADER/BEAM, PROVIDE A WOOD HEADER OVER ALL <br />OPENINGS. SEE SCHEDULE ON SHEET S3.00. <br />13. CLUBHOUSE, BREEZEWAY AND PUMP ROOM: <br />A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES <br />AT A MAXIMUM OF 2'-0" O.C. ROOF PITCH = 6:12. SEE <br />ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR <br />ROOF LINES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP <br />DRAWINGS. <br />B. CONNECT ROOF TRUSSES TO TOP OF STUD WALLS WITH SIMPSON H10A <br />11ES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO <br />(2) SIMPSON HTS20 STRAPS EACH END. <br />C. G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS <br />CONNEC11ON BY TRUSS MANUFACTURER'S ENGINEER. <br />14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED <br />OTHERWISE. <br />3/16" = 1'-0" <br />KEY PLAN <br />745 orients avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />1&4 <br />0 <br />BENEFICIAL <br />COMMUNITIES <br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 <br />Zephyrhills, FL <br />William Thomas Domanski, P.E. <br />FL. REG. #76843 <br />SET DISTRIBUTIONS: <br />0 SHEET REVISIONS: <br />EDITED BY: JG <br />PROJECT NO. 14-2984 <br />S4.23 <br />l <br />