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T.O. WALL/ ROOF <br />GUTHERMAN STRUCTURAL INC. <br />264 BUTTERCUP CIRCLE <br />ALTAMONTE SPRINGS FL32714 <br />P:4o7.7oi.o875 LIC.#28863 <br />SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS <br />SHEET DUE TO THE CHANGE TO A WOOD FRAME <br />STRUCTURE AND ENCLOSING THE CORRIDORS. <br />1 <br />FLOOR TRUSS BEARING ELEVATIONS: <br />D FLOOR (2ND), EL. = 8'-1)6" <br />FLOOR (3RD), EL. = 17'-11" <br />-1 FLOOR (4TH), EL. = 27'-8%" <br />3 NOTED OTHERWISE <br />= CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. <br />INDICATES WOOD FLOOR TRUSS, SEE PLANS. <br />ERIOR UNITS AND CORRIDORS PROVIDE 20" DEEP FLOOR TRUSSES. <br />ERMEDIATE STAIR LANDINGS PROVIDE 18V DEEP FLOOR TRUSSES <br />fERIOR DECKS OF THE UNIT PROVIDE SLOPING WOOD TRUSSES. SLOPE <br />TOP CHORD AWAY FROM THE STRUCTURE, 18" SLOPING DOWN TO 17" <br />WOOD FLOOR TRUSSES AT 2'-0" O.C., MAXIMUM. <br />JDICATES FLOOR GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. <br />MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. <br />WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND <br />_OOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID <br />NG IN TRUSS SPACE. <br />JSSES THAT RUN PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM <br />OVER DOUBLE TOP PLATE OF SHEAR WALL. TRUSS SHALL BE <br />IED WITH VERTICALS AT 16" O.C. FOR SHEAR WALL SHEATHING <br />iMEN T. <br />JSSES THAT RUN PERPENDICULAR TO SHEAR WALLS. PROVIDE SOLID 2x <br />NG AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL <br />-ZING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR <br />3ELOW. <br />MANUFACTURER'S ENGINEER SHALL DESIGN CORRIDOR FLOOR TRUSS <br />d FOR MECHANICAL RUNS. COORDINATE WITH MECHANICAL DRAWINGS. <br />CHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION <br />C SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL <br />AND DUCT WORK. COORDINATE WITH TRUSS MANUFACTURER'S ENGINEER. <br />OR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED <br />O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING <br />PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING <br />RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. <br />)R LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: <br />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) 20] SPACED AT 12" Q.C. <br />3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. <br />IHER 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 />,OUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, <br />FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END <br />ICE OF 2h" AND AN EDGE DISTANCE OF 1". <br />ERMEDIATE LANDINGS WHERE STAIR TOWER WALL IS AN EXTERIOR WALL, <br />DE A TRIPLE (3) 2x6 TOP PLATE AT FLOOR TRUSS BEARING ELEVATIONS. <br />DOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION <br />INDICATES SHEAR WALL TYPE. <br />sm SHADING INDICATES EXTENT OF SHEAR WALL. <br />SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. <br />fPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL <br />iATION. <br />ID INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM <br />31ING OF A DOUBLE KNOCK —OUT COURSE (8x16) AT TRUSS BEARING <br />ftONS. REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE <br />ROUT SOLID. <br />IDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01 <br />4DICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL <br />IGS. SEE SCHEDULE ON SHEET S3.00. <br />OUSE, BREEZEWAY AND PUMP ROOM: <br />DROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES <br />4T 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 />CONNECT ROOF TRUSSES TO TOP OF STUD WALLS WITH SIMPSON H10A <br />TIES EACH END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO <br />(2) SIMPSON HTS20 STRAPS EACH END. <br />G.T. INDICATES LOCATION OF A GIRDER TRUSS. TRUSS TO TRUSS <br />CONNECTION BY TRUSS MANUFACTURER'S ENGINEER. <br />OUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED <br />WISE. <br />KEY PLAN <br />c <br />U <br />c <br />—111 ri I I L'i <br />A "019* 3 <br />INTERIOR DESIGN, INC. <br />PL.ANWING I AR(M(TWWfM I fffrBWRDESIG1d <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 />nun non <br />Go ono <br />° ❑ <br />oa <br />BENEFICIAL <br />COMMUNITIES <br />3550 S. Tamiami Trail Suite 301 Sarasota, Fl, 34239 <br />Oft <br />um erset <br />Apartments <br />Zephyrhills, FL <br />�1t1"QIT& <br />�&�� � � 3�. • [8'` ;g ire ��� <br />.fir <br />William Thomas Domanski, P.E. <br />FL. REG. #76843 <br />SET DISTRIBUTIONS: <br />0 SHEET REVISIONS: <br />EDITED BY: JG <br />i <br />FRAMING PLAN <br />S4.22 <br />