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FIBER CEMENT LAP SIDING <br />CONT SEALANT <br />1 1/2" DIA. ALUMINUM <br />HANDRAIL TO RESIST 200 P.L.F. <br />SELF ADHERING FLASHING <br />BUILDING WRAP <br />1/4" <br />5/4 FIBER CEMENT <br />CONT SEALANT <br />FIBER CEMENT LAP SIDING <br />Handrail Connection <br />Plan View / at Fiber Cement Lap Siding <br />BUILDING WRAP <br />FIBER CEMENT LAP SIDING <br />SELF ADHERING FLASHING <br />METAL FLASHING <br />FIBER CEMENT STARTER PIECE <br />GAP, NO SEALANT <br />CONT SEALANT <br />1 1/2" DIA. ALUMINUM <br />HANDRAIL TO RESIST 200 P.L.F. <br />SELF ADHERING FLASHING <br />5/4 FIBER CEMENT TRIM <br />CONT SEALANT <br />FIBER CEMENT SIDING <br />EXTERIOR SHEATHING PER ASSEMBLY <br />12" MIN FRONT OF STAIR NOSE <br />TO INSIDE OF HANDRAIL <br />Z_ <br />O <br />z <br />H Z <br />cn <br />LL = <br />0U_ <br />w O <br />za <br />M O <br />_ �- <br />M O <br />0 <br />yj <br />RETURN HANDRAIL TO WALL <br />STAIR LANDING <br />Handrail Extension <br />at Top of Stair Run Adjacent to Side Wall 3" = 1'-0" <br />DEPTH OF TREAD MIN FRONT OF <br />STAIR NOSE TO END OF HANDRAI <br />RETURN HANDRAIL <br />TO WALL <br />STAIR LANDING <br />Handrail Extension <br />1 O at Bottom of Stair Run Adjacent to Wall 3" = 1'-0"C6 <br />T-0" MIN FRONT OF <br />STAIR NOSE TO <br />INSIDE OF HANDRAIL <br />RETURN HANDRAIL <br />TO GUARD <br />c� <br />z <br />U) <br />J <br />INTERIOR SHEATHING <br />Z <br />PER ASSEMBLY <br />UJ <br />2x WOOD BLOCKING <br />z <br />0 < <br />o LL <br />GC TO VERIFY <br />/0 <br />U- =) <br />EXTERIOR SHEATHING <br />J <br />/� <br />� U) <br />z <br />J O <br />co 0 <br />PER ASSEMBLY <br />z <br />�? 2 <br />o 0 <br />Cn <br />N <br />PRE -DRILL HOLES, FILL <br />o LL <br />M <br />HOLES W/ SEALANT, PLACE <br />w o <br />SEALANT ON THREADS OF <br />o <br />FASTENERS PRIOR TO O° o <br />INSTALLATION. TYP. <br />o ~ <br />FRAMING PER STRUCTURAL <br />DRAWINGS <br />Handrail Extension <br />3/4" = 1'-0" `� j at Top of Stair Run on Open Side 3/4" = 1'-0" <br />1" SQ PICKETS <br />0 LL -J <br />z 0 <br />J <br />o0 <br />�r <Of <br />Z M U=' <br />2 0UJ 0 <br />z <br />0 <br />0 <br />CV U _ <br />SU <br />LESS THAN 4" OPENING BETWEEN PICKETS <br />OR BETWEEN PICKET AND ADJACENT <br />WALL <br />Guardrail <br />Refer to Elevation for Specific Details 3" = 1'-0" <br />GYPSUM CONCRETE <br />METAL ANGLE WITH 1" STEEL <br />NOSING, RADIUS -1/2" MAX. <br />SQUARED NOSING PROHIBITED <br />STEEL NOSE AND RISER PLA <br />WELDED TO STRINGEI <br />FIRE RATED GYPSUM BOARD <br />Enlai <br />at Nosing <br />ed Detail <br />1 1/2" 3Q POST 1"SCIPICKET T4 3/4" <br />55 <br />AT 4'- ".C, MAX(SPACE TWEEN <br />MI)Sr BE <4" <br />DEPTH OF TREADS MIN <br />FROM FRONT OF NOSING <br />TO OUTSIDE OF HANDRAIL 44" PRE -CAST CONj <br />� 1) TREAD W/ (2) 3/8" DI <br />g„ o J BOLTS ON EACH SID / <br />z STRINGER PER STRUCTURA : <br />¢a <br />`" CONT 2X8 WOOD NAILER RETURN HANDRAIL = STEEL CHANNEL /11 <br />TO GUARD w o OUT -TURNED FLANGE , <br />INTERIOR SHEATHING Z °o PAINT TO MATCH RAILING <br />21/4" MIN , PER ASSEMBLY <br />ICO M o <br />PRE -DRILL HOLES, FILL <br />o �_ POLYMER KOROLATH SHIM— <br />i HOLES WI SEALANT, PLACE -dM PER STRUCTURAL SIZE <br />SEALANT ON THREADS OF TO CONNECTION AT META <br />FASTENERS PRIOR TOLUTO CONC CONNECTION <br />INSTALLATION. TYP. 0 LL <br />i U SILL SUPPORT: STEE TREAD CONNECTION: <br />� ANGLE M EXP ANCHOR 1 1/2" x 1 1/2" x 114" x 7" <br />Z BOLT PER STRUCTURA ANGLE ON INSIDE FACE <br />N Q OF EACH STRINGER <br />Stair Landing at Upper Floors <br />Stair Landin, <br />at Upper Floors <br />3" 1'-0" <br />3" = 1'-0" <br />SER <br />3ERS <br />STEEL <br />IAX. <br />HIBITED <br />)ARD <br />LEAD <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />237 S. Westmonte Drive, Suite 220 <br />Altamonte Springs, FL 32714 <br />407.830.1400 <br />AR97193 <br />www.forumarchitecture.com <br />Zephyr <br />Commons <br />Apartments <br />City of Zephyrhills, FL <br />09/16/2022 <br />Karen V McIntyre <br />AR0017018 <br />SET DISTRIBUTIONS: <br />11124/21 100% DD Set <br />12123/21 Owner Review Set <br />IL <br />02/17/22 Permit Set <br />SHEET REVISIONS: <br />PROJECT NO. 4097 <br />Apartments - <br />Stair Details <br />Handrail Connection <br />12 <br />Section View / at Fiber Cement Lap Siding <br />1'-0 3/4" = " <br />Handrail Extension <br />at Bottom of Stair Run to Open Side 3/4" = 1'-0" <br />Stair at Ground Floor Stair Landin <br />4 1-1 /2" = 1'-0" <br />at UDDer Floors <br />3" = 1'-0" <br />A8.12 <br />