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<br />1 \Clubhouse -Foundation Plan
<br />17.41 / SCALE: %" = 1'-0"
<br />® Key Notes
<br />Clubhouse Foundation Plan
<br />1.
<br />TOP OF SLAB ELEVATION = 0'-0", TYP. (U.N.O.)
<br />TOP OF CURB/ISLAND ELEVATION = U-0", TYP. (U.N.O.)
<br />2.
<br />CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB
<br />ON GRADE w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 10 MIL.
<br />VAPOR BARRIER OVER WELL COMPACTED SOIL, TYP.
<br />POST -TENSION FOUNDATION ALTERNATE:
<br />GENERAL CONTRACTOR MAY PROVIDE A MONOLITHIC POST -TENSION
<br />FOUNDATION DESIGN AS A VALUE ENGINEERING ALTERNATE TO THE
<br />CONVENTIONALLY REINFORCED FOUNDATION SHOWN. IF THIS
<br />ALTERNATE 1S USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP
<br />DRAWINGS & CALCULATIONS SIGNED & SEALED BY A REGISTERED
<br />PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW &
<br />APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT
<br />REINFORCING STEEL FOR CURWISLAND & SPREAD FOOTINGS MAY NOT
<br />BE OMITTED OR REDUCED.
<br />3.
<br />PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE
<br />INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE
<br />LOCATIONS w/ ACTUAL EQUIPMENT REQUIREMENTS.
<br />4.
<br />CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB
<br />SURFACE AS INDICATED ON PLANS. SEE TYPICAL CONTROL JOINT/
<br />CONSTRUCTION JOINT DETAIL "2/S17.32", TYP.
<br />5.
<br />RE-ENTRANT CORNER REINFORCEMENT: PROVIDE (2) #4 STEEL BARS 4'-0"
<br />LONG @ 8" O.C. IN SLAB @ ALL RE-ENGTRANT CORNERS AS SHOWN, TYP.
<br />6.
<br />EXPANSION JOINT: PROVIDE Y2" THICK x 4" WIDE CONTINUOUS
<br />BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER.
<br />7.
<br />TYPICAL EXTERIOR LOAD -BEARING CMU WALLS (UP TO 14'-0"): PROVIDE 8"
<br />CMU (fm = 1,500 psi) SET IN RUNNING BOND w/ #5 VERT. REINF. STEEL IN
<br />SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, WALL ENDS, & @
<br />32" O.0 (MAX.), TYP. (U.N.O.)
<br />8.
<br />TYPICAL INTERIOR/EXTERIOR LOAD -BEARING CMU WALLS (UP TO 15'-4"):
<br />PROVIDE 8" CMU (fm = 1,500 psi) SET IN RUNNING BOND w/ #6 VERT.
<br />REINF. STEEL IN SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS,
<br />WALL ENDS, & @ 32" O.0 (MAX.), TYP. (U.N.O.)
<br />9.
<br />TYPICAL INTERIOR/EXTERIOR LOAD -BEARING CMU WALLS (UP TO 22'-8"):
<br />PROVIDE 8" CMU (fm = 1,500 psi) SET IN RUNNING BOND w/ #6 VERT.
<br />REINF. STEEL IN SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS,
<br />WALL ENDS, & @ 24" O.0 (MAX.), TYP. (U.N.O.)
<br />10.
<br />ALL STUD WALL SILL PLATES & OTHER MEMBERS IN CONTACT w/
<br />CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, TYP.
<br />11.
<br />PROVIDE 6N6" (#2 S.Y.P.) WOOD POST BELOW GIRDER TRUSS w/ SIMPSON
<br />"ABU66" USING (1) Y8"O THREADED RODS DRILLED & EPDXIED (6" EMBED.)
<br />w/ HILTI "HY200" ADHESIVE TO CONCRETE, TYP. (U.N.O.)
<br />12.
<br />HATCH INDICATES PAVERS @ EXTERIOR PATIOS. COORD. PAVER
<br />REQUIREMENTS w/ ARCH. & LANDSCAPE DWGS., TYP.
<br />13.
<br />POOL EQUIPMENT AREA, SCREEN WALLS, & SITE WALLS. COORD. w/
<br />ARCH., CIVIL, & LANDSCAPE DWGS., TYP.
<br />14.
<br />4" THICK (MIN.) CONCRETE STOOPS PER ARCH. DWGS., TYP.
<br />Typical Sheet Notes
<br />Clubhouse Foundation Plan
<br />A. SEE SHEET "S17.31" FOR GENERAL STRUCTURAL NOTES, TYP.
<br />B. COORDINATE w/ CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP.
<br />C. "MF-#" INDICATES REINFORCED CONCRETE SPREAD FOOTING. REFER TO
<br />"9/S17.32" FOR CONCRETE FOOTING SCHEDULE, TYP.
<br />D. "TE-#" & "TS-#" INDICATES CONTINUOUS REINFORCED CONCRETE
<br />FOUNDATION. REFER TO "9/517.32" FOR CONCRETE FOOTING SCHEDULE, TYP
<br />E. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) SET IN RUNNING BOND
<br />w/ 9 GA. LADDER REINF. @ 16" O.C., TYP. SEE SHEET "S17.34" FOR TYPICAL
<br />MASONRY DETAILS.
<br />F. SEE SHEET "S17.35" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING
<br />DESIGN WIND PRESSURE TABLE, TYP.
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<br />FORUME
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />KNMW I SURE 1111TO ORDESIGN
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />CONCEPTS
<br />- DESIGN
<br />2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779
<br />TEL 407/682-2086 ■ FAX 407/682-2386
<br />WWW.SCD-ENG.COM
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<br />Robert C. Scroggins, P.E.
<br />FL Registration No. 56158
<br />This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date
<br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not
<br />considered signed and sealed and the signature must be verified on any electronic copies.
<br />SET DISTRIBUTIONS:
<br />SHEET REVISIONS:
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
<br />Clubhouse -
<br />Foundation Plan
<br />S17.41
<br />Mil
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