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<br />Typical Sheet Notes
<br />Foundation Plan
<br />A. SEE SHEET "S3.01" 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 "9/S3.02" FOR
<br />CONCRETE FOOTING SCHEDULE, TYP.
<br />D. "TE-#" & "TS-#" INDICATES CONTINUOUS REINFORCED CONCRETE FOUNDATION.
<br />REFER TO "9/S3.02" FOR CONCRETE FOOTING SCHEDULE, TYP.
<br />E. EXTERIOR WALL SHEATHING TO BE %6' CDX PLYWOOD or O.S.B. (PROVIDE 1%z' P.T.
<br />PLYWOOD @ Ist 48" ABOVE SLAB) FASTENED TO WOOD FRAMING w/ 8d RING SHANK
<br />NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP.
<br />F. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S4.04.2" FOR 4-STORY
<br />SHEAR WALL SCHEDULE & DETAILS, TYP.
<br />G. REFER TO SHEETS "S4.04.3" TO "S4.04.4" FOR TYPICAL WOOD WALL FRAMING
<br />ELEVATIONS w/ STRAPPING & ANCHORAGES, TYP.
<br />H. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) w/ 9 GA. HORIZ. LADDER REINF.
<br />@ 16" O.C. & HAVE #5 VERTICAL BAR @ 32" O.C. IN SOLID GROUTED CELL, TYP.
<br />PROVIDE DOWEL w/ STD. 900 HOOK INTO FOOTING & LAP w/ VERTICAL REINF. 48 BAR
<br />O's, TYP. SEE SHEET "S3.05" FOR TYPICAL MASONRY DETAILS.
<br />CONTRACTOR NOTE:
<br />THRESHOLD BUILDING INSPECTIONS ARE CONSIDERED ADDITIONAL INSPECTIONS TO THE
<br />INSPECTIONS REQUIRED ON THE BUILDING PERMIT. THE CONTRACTOR SHALL BE
<br />REQUIRED TO SCHEDULE REGULAR INSPECTIONS THROUGH THE LOCAL
<br />BUILDING INSPECTION DEPARTMENT. SEE SHEET S3.01A FOR THRESHOLD
<br />INSPECTION PLAN.
<br />2
<br />7
<br />Key Notes
<br />Foundation Plan (4 Story Building)
<br />1. TOP OF SLAB ELEVATION = 0'-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 6 MIL. (MIN.) VAPOR BARRIER
<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. SEE SLAB CONTROL PLAN IN ARCH. DWGS. FOR ALL DIMENSIONS, STEPS, SLOPES,
<br />DROPS, & DRAINS LOCATED IN FLOOR SLAB, TYP.
<br />4. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED.
<br />REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATIONS w/ ACTUAL
<br />EQUIPMENT REQUIREMENTS.
<br />5. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS
<br />INDICATED ON PLANS. SEE CONTROL JOINT/ CONSTRUCTION JOINT DETAILS ON
<br />SHEET "S3.02.4", TYP.
<br />6. CORNER REINFORCEMENT: PROVIDE (2) #4 REINF. STEEL BARS x 4'-0" LONG @ 8"
<br />O.C. MID -DEPTH OF SLAB @ ALL RE-ENTRANT CORNERS, TYP. (U.N.O.)
<br />7. EXPANSION JOINTS: PROVIDE 2" THICK x 4" WIDE CONTINUOUS BITUMINOUS
<br />MATERIAL WHERE CONCRETE SLABS ABUT EACH OTHER, TYP. (U.N.O.)
<br />UNIT Al
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<br />8. EXTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR:
<br />PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5'-0" (MAX.)
<br />PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 P.T. BOTTOM PLATE FASTENED TO
<br />CONCRETE SLAB w/ w/ SIMPSON "MASH" STRAPS SPACED @ 21" O.C., or 2"O A.B. (6"
<br />MIN. EMBED.) SPACED @ 24" O.C., or2"O SIMPSON "TITEN HD" ANCHORS (4" MIN.
<br />EMBED) SPACED @ 21" Q.C., TYP.
<br />9. INTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR:
<br />PROVIDE DBL 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE
<br />NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C. w/ 2x4 SOLID BLOCKING @ 5'-0"
<br />O.C. (MAX.) PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. BOTTOM PLATE
<br />FASTENED TO CONCRETE SLAB w/2"O A307 ANCHOR BOLTS (6" EMBED.) @ 24" O.C.
<br />or w/ 0.157"0 HILT[ "X-U" P.A.F.'s (12" EMBED.) @ 16" O.C., TYP.
<br />10. INTERIOR NON -BEARING STUD WALLS:
<br />PROVIDE 2x VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x P.T.
<br />BOTTOM PLATE PER ARCH. DWGS., TYP.
<br />11. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE
<br />OR MASONRY SHALL BE PRESSURE TREATED, TYP.
<br />12. STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS.
<br />SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE
<br />SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER
<br />REGISTERED IN THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW &
<br />APPROVAL.
<br />13. LOAD -BEARING CMU WALLS @ 1st FLOOR ELEVATOR & STAIRS: PROVIDE 8" CMU
<br />STACKED IN RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @
<br />CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.)
<br />14. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/ 12d
<br />COMMON WIRE NAILS @ 12" O.C. STAGGERED EACH PLY UNDER BEARING POINTS OF
<br />ALL PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION, TYP. (U.NO.)
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<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
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<br />2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 3277E
<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 />j This document has been electronically signed and sealed by Robert C, Scroggins, PE on the Date
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<br />SET DISTRIBUTIONS:
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<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
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<br />Foundation Plan
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