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264 BUTTERCUP CIRCLE <br />ALTAMONTE SPRINGS FL 32714 <br />P: 407.701.0875 LIC. #28863 <br />EMU <br />11 I �� 4 1l1iIl <br />co <br />I <br />N <br />Cn <br />CD <br />a <br />T.O. WALL/ ROOF <br />BUILDING I - SECOND FLOOR FRAMING PLAN <br />SCALE: 3/32" = 1 {-0" <br />T.Q. WALL/ ROOF <br />T.O. WALL/ ROOF <br />T.O. WALL/ ROOF <br />® uLherman <br />STRUCTURAL <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 FRAMING PLAN NOTES: <br />1. WOOD FLOOR TRUSS BEARING ELEVATIONS: <br />SECOND FLOOR (2ND), EL. = 8'®1Y8" <br />THIRD FLOOR (3RD), EL. = 17'-11" <br />FOURTH FLOOR (4TH), EL. = 27'-836" <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 18Y2" 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 = 40 [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 2Y2" 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 SEC11ON IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. <br />9. SW—# INDICATES SHEAR WALL TYPE. <br />SHADING INDICATES EXTENT OF SHEAR WALL. <br />OEM 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 />TIES 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 />CONNECTION BY TRUSS MANUFACTURER'S ENGINEER. <br />14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED <br />OTHERWISE. <br />KEY PLAN <br />om <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta 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 />'Eff-I'ENEFICIAL <br />COMMUNITIES <br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 <br />Summerset <br />Apartments <br />Zephyrhills, FL <br />Me 1117KIM <br />Wo <br />J 1 en <br />y OF <br />PU <br />William Thomas Domanski, P.E. <br />FL. REG. #76843 <br />A SHEET REVISIONS: <br />EDITED BY: JG <br />PROJECT 1 <br />SECOND FLOOR <br />FRAMING PLAN <br />S4.21 <br />