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<br />1 Pool Pavilion - Foundation Plan
<br />19.31J SCALE: Y8" = F-0"
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<br />S19.31 SCALE: Y8" = 1'-0"
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<br />3 Pool Pavilion - Roof Framing Plan
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<br />Typical Sheet Notes
<br />Foundation & Floor/Roof Framing Plans
<br />A. SEE SHEET "S19.30" FOR GENERAL STRUCTURAL NOTES, TYP.
<br />B. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, TYPICALLY.
<br />C. COORDINATE w/ SITE & CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP.
<br />D. "MF-#" INDICATES REINFORCED CONCRETE SPREAD FOOTING. SEE "9/S19.32" FOR
<br />CONCRETE FOOTING SCHEDULE, TYP.
<br />E. "TE-#" & "TS-#" INDICATES CONTINUOUS REINFORCED CONCRETE FOUNDATION. SEE
<br />"9/S19.32" FOR CONCRETE FOOTING SCHEDULE, TYP.
<br />F. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) SET IN RUNNING BOND w/ 9 GA.
<br />LADDER REINF. @ 16" O.C., TYP. SEE SHEET "S19.34" FOR TYPICAL MASONRY DETAILS.
<br />G. "P-#" INDICATES SOLID GROUTED CMU PILASTER SET IN RUNNING BOND w/ 9 GA.
<br />LADDER REINF. @ 16" O.C. SEE SHEET "S19.34" FOR MASONRY PILASTER REINFORCING
<br />DETAILS, TYP.
<br />H. "CC-#" INDICATES C.I.P. CONCRETE COLUMN. SEE SHEET "S19.34" FOR CONCRETE
<br />COLUMN REINFORCING DETAILS, TYP.
<br />I. SEE SHEET "S19.35" FOR COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE &
<br />FOR PRE -CAST LINTEL SCHEDULE, TYP.
<br />® Key Notes
<br />Foundation Plan
<br />1. TOP OF SLAB ELEVATION = U-0", TYP. (U.N.O.)
<br />2. CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB ON GRADE
<br />w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 10 MIL. VAPOR RETARDER
<br />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 ALTERNATE IS
<br />USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS &
<br />CALCULATIONS SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE
<br />STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL
<br />ENGINEER. NOTE THAT REINFORCING STEEL FOR CURBS/ISLAND & SPREAD
<br />FOOTINGS MAY NOT BE OMITTED OR REDUCED.
<br />3. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED.
<br />REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATIONS w/ ACTUAL
<br />EQUIPMENT REQUIREMENTS.
<br />4. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS
<br />INDICATED ON PLANS. SEE TYPICAL CONTROL JOINT/ CONSTRUCTION JOINT DETAIL
<br />"2/S17.32", TYP.
<br />5. EXPANSION JOINT:1z" THICK x 4" WIDE CONTINUOUS BITUMINOUS MATERIAL
<br />WHERE SLABS ABUT EACH OTHER.
<br />6. ALL STUD WALL SILL PLATES & OTHER MEMBERS IN CONTACT w/ CONCRETE OR
<br />MASONRY SHALL BE PRESSURE TREATED, TYP.
<br />7. EXTERIOR LOAD -BEARING CMU WALLS @ 1st FLOOR:
<br />8" CMU w/ 9 GA. LADDER REINF. @ 16" O.C. PROVIDE #5 VERTICAL REINF. IN SOLID
<br />GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, & WALL ENDS & AT 32" O.C.
<br />(MAX.). LAP 48 BAR O's ABOVE FINISHED FLOOR WHERE REQUIRED, TYP. (U.N.O.)
<br />8. EXTERIOR LOAD -BEARING STUD WALLS: PROVIDE 2x6 VERTICAL STUDS @ 16" O.C. w/
<br />2x6 SOLID BLOCKING @ 5'-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT.
<br />2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE SLAB w/ w/ SIMPSON "MASA"
<br />STRAPS SPACED @ 21" O.C., or%"O A.B. (6" MIN. EMBED.) SPACED @ 24" O.C., TYP.
<br />® Key Notes
<br />Ceiling Framing Plan
<br />1. CEILING JOIST BRG. ELEVATION = 8'-8"±, TYP. (U.N.O.)
<br />2. FLOOR JOIST FRAMING: PROVIDE 2x6 (#2 S.Y.P.) CEILING JOISTS SPACED @ 16" O.0
<br />(MAX.) w/ 2x6 SOLID BLOCKING @ MID -SPAN, TYP.
<br />3. FLOOR SHEATHING: PROVIDE 1%2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED
<br />O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP.
<br />4. FLOOR SHEATHING NAILING SCHEDULE:
<br />• NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT
<br />ALL RIDGES, HIPS,& VALLEYS.
<br />• NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES.
<br />• UNBLOCKED DIAPHRAGM, USE 8d RING SHANK OR 10d COMMON NAILS w/ IY"
<br />MINIMUM PENETRATION, TYP.
<br />5. EXTERIOR LOAD -BEARING STUD WALLS: PROVIDE 2x6 VERTICAL STUDS @ 16" O.C. w/
<br />2x6 SOLID BLOCKING @ 5-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT.
<br />2x6 BOTTOM PLATE FASTENED TO FLOOR FRAMING w/ 0.148" Ox3Y4" NAILS @ 12"
<br />O.C., TYP.
<br />® Key Notes
<br />Roof Framing Plan
<br />1. ROOF TRUSS BRG. ELEVATION VARIES - SEE PLAN, TYP.
<br />2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT,
<br />PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED &
<br />SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA
<br />FLORIDA.
<br />3. ROOF TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR
<br />LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS
<br />REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING,
<br />& BRACING AS REQ'D. TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY
<br />SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE
<br />BEARING POINTS OF EACH TRUSS w/ GALVANIZED HURRICANE STRAPS AS SPECIFIED
<br />& DETAILED.
<br />4. ROOF SHEATHING: PROVIDE 19/2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED
<br />O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP.
<br />5. ROOF SHEATHING NAILING SCHEDULE:
<br />• NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT
<br />ALL RIDGES, HIPS,& VALLEYS.
<br />• NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES.
<br />• UNBLOCKED DIAPHRAGM, USE 8d RING SHANK OR 10d COMMON NAILS w/ 1%"
<br />MINIMUM PENETRATION, TYP.
<br />6. TYPICAL TRUSS TO HAVE SIMPSON "HETA16" @ EACH BEARING POINT, TYP.
<br />7. "CB-01" IS 8"x24" C.I.P. CONCRETE (4,000 psi) BEAM w/ (2) #6 BARS CONT. TOP &
<br />BOTTOM, (2) #4 CONT. WEB BARS @ 12" O.C., & #3 CLOSED STIRRUPS @ 12" O.C.,
<br />TYP. (U.N.O.)
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<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />c 407.830.1400
<br />www.forumarchitecture.com
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<br />I- City of Zephyrhills, FL
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<br />SC&D PROJECT NO, 21-020
<br />FORUM PROJECT NO. 4097
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