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__ _ <br />�Y���� YY�11■1■1■■�III0YI11■11�111 <br />00 <br />C <br />00 <br />a <br />3 <br />a <br />GUTHERMAN STRUCTURAL INC <br />iC <br />264 BUTTERCUP CIRCLE <br />ALTAMONTE SPRINGS FL 32714 <br />P:407.701.0875 LIC.#28863 <br />5 <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 />FOUNDATION PLAN NOTES: <br />1. TOP OF SLAB ELEVATION = 0'-0". THIS IS FOR REFERENCE ONLY SEE CIVIL <br />FOR TRUE NGVD ELEVATION. <br />2. THE FOUNDATION/ SLAB SYSTEM SHALL BE A POST —TENSIONED FOUNDATION/ <br />SLAB SYSTEM DESIGNED BY A SPECIALTY ENGINEER. <br />MINIMUM REQUIREMENTS: <br />A EXTERIOR FOUNDATION GRADE BEAMS SHALL BEAR 1'-0" BELOW FINISHED <br />GRADE AND PROJECT UP ABOVE GRADE 8". <br />B MINIMUM WIDTH OF FOUNDATIONS SHALL BE 1'-0'. <br />C MINIMUM THICKNESS OF INTERIOR THICKENED SLABS SHALL BE 1'-0". <br />D CONCRETE SLABS —ON —GRADE SHALL BE 4" ON 10 MIL VAPOR BARRIER ON <br />COMPACTED, TREATED SUB —SOIL, TYPICAL. <br />E ELEVATOR FOUNDATION AND PIT TO BE DESIGNED BY THE SPECIALTY <br />ENGINEER. A TYPICAL ELEVATOR PIT SECTION HAS BEEN PROVIDED FOR <br />YOUR REFERENCE ONLY. <br />THE THICK HIDDEN LINES INDICATE THE LOCATION OF THICKENED <br />FOUNDATION/SLAB UNDER LOAD BEARING WALLS. THE SPECIALTY ENGINEER <br />SHALL DESIGN THE WIDTH, DEPTH AND REINFORCEMENT REQUIRED TO SUPPORT <br />THE DESIGN LOADS AND LOAD COMBINATIONS. SUBMIT SHOP DRAWINGS AND <br />CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED <br />IN THE STATE OF THE PROJECT LOCATION. <br />CONTROL JOINTS ARE NOT REQUIRED IN POST —TENSIONED SLABS. SEE <br />POST —TENSION ENGINEER'S DRAWINGS FOR CONSTRUCTION JOINT DETAIL. <br />3. VERIFY STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR. TO <br />CONSTRUCTION. <br />4. 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), NOT INCLUDING TENANT <br />SEPARATION WALLS: <br />1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. <br />2nd FLOOR = 30 [or (2) 2x4] SPACED AT 12" Q.C. <br />3rd & 4th FLOOR = 20 SPACED AT 16" O.C. <br />ALL OTHER 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.G. <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 2Y" AND AN EDGE DISTANCE OF 1 ". <br />SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. <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. SW—# INDICATES SHEAR WALL TYPE. <br />SHADING INDICATES EXTENT OF SHEAR WALL. <br />EIMI SEE SHEAR WALL SCHEDULE ON SHEET 53.02 FOR REQUIREMENTS. <br />SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL <br />INFORMATION. <br />6. CZ= INDICATES 8" (NOMINAL) MASONRY WALLS. REINFORCE WALLS WITH <br />#5 VERTICAL BARS AT 48" O.C. PLACE AN ADDITIONAL #5 VERTICAL WALL <br />REINFORCING ROD AT ENDS OF WALL, INTERSECTING WALLS AND AT EACH SIDE <br />OF OPENINGS. GROUT CELLS SOLID WITH 3000 PSI GROUT MIX TO TOP OF <br />WALL. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED <br />HORIZONTAL LATERAL REINFORCING SPACED AT 16" O.C. VERTICALLY. EXTEND <br />REINFORCING 6" INTO POURED ELEMENTS. <br />7. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOOD STUD WALLS, <br />NON —LOAD BEARING PARTITIONS AND DIMENSIONS NOT GIVEN. SEE THE <br />GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. <br />8. 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 HVAC CONTRACTOR. <br />9. PROVIDE A STEPPED FOUNDATION WHERE INDICATED. SEE "TYPICAL STEPPED <br />FOOTING DETAIL" ON SHEET S3.01. <br />10. SEE TYPICAL BUILT-UP WOOD STUD COLUMN DETAIL FOR FRAMING OF <br />BREEZEWAY AND BALCONY COLUMNS, SHEET S3.01. <br />11. CLUBHOUSE AND PUMP ROOM: <br />SIX INCH (6") NOMINAL EXTERIOR AND INTERIOR LOAD BEARING STUD WALLS <br />SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. FOUR <br />INCH (4") NOMINAL INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPACED AT <br />1'2" O.C. <br />* DIMENSIONS NOTED ARE TO THE OUTSIDE OF FRAMING. SEE TYPICAL SLAB <br />EDGE DETAIL ON SHEET S3.01 AND VERIFY WITH ARCHITECTURAL DOCUMENTS. <br />KEY PLAN <br />3 <br />_N <br />a <br />0 <br />L <br />0 <br />a <br />N <br />U <br />C <br />INTERIOR <br />745 orients avenue, suite 1121 <br />aitamonte springs, fI 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Sao ®®® <br />Quo ago <br />11 <br />on <br />BENEFICIAL <br />COMMUNITIES <br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 <br />lllw/t// <br />'t A <br />No. i848� <br />AliA <br />�lfllliilt�� <br />William Thomas Domanski, P.E. <br />NL. REG. #76843 <br />SET DISTRIBUTIONS: <br />SHEET REVISIONS: <br />EDITED BY: JG <br />PROJECT NO. 14-2984 <br />CLUBHOUSE <br />FOUINIDATION PLAN <br />S3.13 <br />