HomeMy WebLinkAboutSign SpecsPROJECT LOCATION:
4834 N Kings Hwy
Fort Pierce, FL
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-WALL MATERIAL
• ANCHOR?YPE•.
SPACING
1/4" THREADED RODS WITH MIN
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2".EMBED IN ADHESIVE
-APPLICABLE -
1/4".TAPCONS (OR EQUIV) WITH
PAIRS -AT
CONCRETE (3ksi) or
HOLLOW MASONRY
1.75" EMBED'
48" O.C.
1/4" EXPANSION ANCHORS WITH H
PAIRS AT
2.5" EMBED
48" O.C.
1/4" TOGGLE BOLTS
PAIRS AT
1/2" PLYWOOD
48" O.C.
1/4" WOOD SCREWS, FULL EMBED
PAIRS AT
(NO ACCESS BEHIND)
48" O.C.
METAL STUDS OR
#14 METAL SCREWS TO MIN 18ga
PAIRS AT
METAL PANELS
STEEL OR 0:090" ALUM
48" O.C.
HOLLOW WALL
1/4" THRUBOLTS OR LAGS TO
PAIRS AT
(BLOCKING BEHIND)
SOLID BLOCKING BEHIND
48" O.C.
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Ge e n ral -Design Is In accordance with the requirements ofthe Fla Bldg Code 7th Ed (2020) for use within& outside the HighVelocity Hurricane Zone (HVHZ). -This engineering certifies onlythe structural integrity ofthose systems, components, and/or otherconsWctionexplicitlyspecifiedherein.•Bectricalnotes,details,&specifiationsareprovidedbyandarethesoleresponsibilityoftheelectrialcontractor.Noeleddalreviewhasbeenperformedandnocertificationofsuchisintended.•StructuraldesignmeetsrequirementsofACl318-14,AISC360-16,ADM1-15,&NDS-18,
Notes: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.2/2221.6._Alum components.in contactwith steel or -embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a), or plastic/rieoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: 170xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.