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E n <br />0 <br />I <br />Q0 <br />rail <br />n <br />0 <br />I <br />FENCE - 61-1 ALUMINUM <br />1/2" = 1'-0" <br />DETAIL -REFERENCES <br />F-01 <br />8'-0" (OC) (TYP) <br />FENCE - 61-1 PVC SOLID <br />1/2" = 1'-0" <br />DETAIL -REFERENCES <br />F-06 <br />1/2" = 1'-O" <br />DETAIL -REFERENCES <br />WL-01 <br />f2'-2" <br />ELEVATION <br />:AST CONCRETE CAP <br />T #01 <br />;CO FINISH <br />IH #01 <br />CAL ALL SIDES) <br />STUCCO FINISH <br />2" x 2" x 9'x 0.093" POST <br />WITH STANDARD CAP (TYP) <br />1-1/4" x 1-1/4" U-CHANNEL <br />TOP RAIL <br />1-1/4" x 1-1/4" U-CHANNEL <br />MIDDLE RAIL <br />BX111S BRACKET EACH SIDE <br />OF RAIL AND POST <br />INTERSECTIONS (TYP) <br />3/4" x 3/4" PICKETS <br />SPACED 3-7/8" APART <br />1-1/4" x 1-1/4" U-CHANNEL <br />BOTTOM RAIL <br />FINISH GRADE <br />THE SIZE AND DEPTH OF <br />FOOTING IS SHOWN FOR <br />REFERENCE AND SHALL BE <br />PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />2" x 7" RIBBED TOP RAIL <br />(TYP) <br />x 5" x 9'H x 0.280 POST <br />ITH TRADITIONAL CAP <br />> P) <br />I" x 7" VERTICAL RIBBED <br />INGUE AND GROOVE <br />-�KETS (TYP) <br />x 7" RIBBED BOTTOM <br />11L (TYP) <br />4ISH GRADE <br />IE SIZE AND DEPTH OF <br />TOTING SHALL BE PER <br />WUFACTURER'S <br />:COMMENDATIONS <br />)MPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />n <br />0 <br />I <br />0 <br />s� <br />GATE -6'H - RANGE 4'-6'W - SINGLE ALUMINUM <br />1/2" = 1'-01, <br />DETAIL -REFERENCES <br />F-02 <br />FENCE - 61-1 SPLIT RAIL PVC <br />1/2" = 1'-01, <br />DETAIL -REFERENCES <br />F-05 <br />PRECAST CONCRETE CAP <br />#5 CONTINUOUS REBAR <br />TOP COURSE 8" x 8" x 16" CMU KNOCKOUT BLOCK <br />CORE FILL CELL SOLID WITH 3,000 (PSI) GROUT (TYP) <br />STUCCO FINISH (TYPICAL ALL SIDES) <br />#5 VERTICAL REBAR REINFORCEMENT <br />AT ALL CORNERS, SOLID POUR 3,000 (PSI) <br />CONCRETE ALL REBAR CELLS <br />GALVANIZED WIRE LADDER REINFORCEMENT <br />LOCATED EVERY 3RD COURSE <br />8" x 8" x 16" CMU BLOCK (TYP) <br />ELECTRICAL OUTLET G.F.I. WEATHER BOX, FLUSH MOUNT AT <br />18" ABOVE FINISH GRADE ON BACK SIDE OF STRUCTURE, <br />ELECTRICAL CONDUIT TO BE DRILLED THROUGH CMU BLOCKS <br />FINISH GRADE <br />CONCRETE FOOTING 3,000 (PSI) <br />#5 TRANSVERSE REBAR AT ALL CORNERS, <br />SOLID POUR 3,000 (PSI) CONCRETE ALL REBAR CELLS <br />#5 CONTINUOUS REBAR EQUALLY SPACED <br />#5 TRANSVERSE SPACED 12" ON CENTER <br />2" x 2" WELDED FRAME <br />FULL SEAM WELD JOINTS TO MAKE <br />SOLID FRAME <br />WELD IN FIELD AND FINISH PAINT AS <br />NECESSARY <br />3" x 3" x 9' x 0.125" ALUMINUM GATE POST <br />WITH STANDARD CAP (TYP) <br />LATCH TBD BY OWNER <br />(1) BLACK KEYSTONE GATE LATCH <br />OR (1) KEY FOB GATE LATCH SYSTEM <br />1-1/4" x 1-1/4" U-CHANNEL <br />MIDDLE RAIL <br />3/4" x 3/4" PICKETS, <br />SPACED 3-7/8" APART <br />(3 QTY) BLACK COMMERCIAL GRADE <br />SELF CLOSING HINGES <br />FINISH GRADE <br />MATERIALS AT GATE VARY <br />SEE PLAN <br />THE SIZE AND DEPTH OF FOOTING <br />SHALL BE PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />n <br />0 <br />I <br />�r- <br />FENCE - 4'H ALUMINUM <br />1/2" = 1'-0" <br />DETAIL -REFERENCES <br />F-08 <br />G" Q1^1 1 A rlC lA/LJITC Milt- r1f1QT 1A11TL1 QTA KIMA MM !+A rf <br />4'-0" <br />f2'-2" <br />2'-0" <br />° 8" x 8" x 16" CMU BLOCK (TYP) <br />G N O.J <br />I I I PE STUCCO FINSIH <br />d -H N (TYPICAL ALL SIDES) <br />° <br />CONCRETE FOOTING <br />�. ..� BELOW <br />COORDINATE INSTALLATION OF ELECTRICAL CONDUIT FROM SOURCE <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR RATING <br />#5 VERTICAL REBAR <br />REINFORCEMENT AT ALL CORNERS. <br />FILL ALL CELLS SOLID WITH 3,000 PRECAST CONCRETE CAP <br />(PSI) GROUT (TYP) SCALE: 1" = 1'-0" <br />2" x 2" x Tx 0.093" POST <br />WITH STANDARD CAP (TYP) <br />1-1/4" x 1-1/4" U-CHANNEL <br />TOP RAIL <br />1-1/4" x 1-1/4" U-CHANNEL <br />MIDDLE RAIL <br />BX111S BRACKET EACH SIDE <br />OF RAIL AND POST <br />INTERSECTIONS (TYP) <br />3/4" x 3/4" PICKETS <br />SPACED 3-7/8" APART <br />1-1/4" x 1-1/4" U-CHANNEL <br />BOTTOM RAIL <br />FINISH GRADE <br />THE SIZE AND DEPTH OF <br />FOOTING IS SHOWN FOR <br />REFERENCE AND SHALL BE <br />PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />3,000 (PSI) PRECAST CONCRETE CAP <br />(2--11" SQUARE) <br />=2" OVERHANG MAX <br />YPICAL ALL SIDES ) <br />ATTACH CAP TO CMU BLOCK WITH A <br />GENEROUS AMOUNT OF EXTERIOR GRADE <br />CONSTRUCTION ADHESIVE PER <br />MANUFACTURER'S RECOMMENDATIONS (TYP) <br />ARNOLD AUSTIN <br />FL PE # 66375 <br />AUG 3 0 2019 <br />E <br />In <br />0 <br />O <br />N� <br />� <br />p 3 <br />2 <br />U � <br />U o � U <br />W <br />r, <br />a; <br />5904-A Hampton Oaks Pkwy. a <br />Tampa, Florida 33610 E r <br />Office: 813-253-5311 <br />Fax:813-464-7629 Is <br />www.Heidtl)esign.com <br />H <br />14 <br />w <br />O <br />w <br />w <br />W <br />0 <br />w <br />W 2 <br />wO <br />o- U- <br />6810 EBB TIDE AVENUE I APOLLO BEACH, FL 33572 I <br />813.500.7595 1 ..austrucgmup.wm I FLCA#30096 <br />This drawing is signed and sealed by the <br />structural engineer for structural <br />requirements only. Architectural, <br />Electrical and Mechanical requirements <br />and design which are incidental to the <br />structural design in these drawings are <br />not included under the Engineer's Sea]. <br />Printed copies of this document are not <br />considered signed and sealed unless <br />bearing the engineer's original signature. <br />� <br />z <br />LU <br />aO <br />w <br />U <br />W <br />O <br />a <br />o <br />a_ <br />W <br />W <br />fLu <br />n <br />U <br />of <br />o <br />0 <br />0 <br />o <br />w <br />N <br />N- <br />C <br />M <br />M <br />N <br />r- <br />PROJECT NO: PHC OP 1004 <br />FILE: <br />L-370 <br />DESIGN BY: <br />AFC <br />DRAWN BY: <br />AFC <br />STATE OF FLORIDA <br />PROFESSIONAL ENGINEER <br />✓ q�.� ¢ r �'. Y.s1 <br />• ° �,. <br />i vP 5 t :J ec- <br />x <br />6 � 4 <br />y,. <br />ARNOLD AUSTIN, P.E. <br />DATE: <br />LICENSE NO. 66375 <br />Lm371 <br />rn <br />z <br />J <br />J <br />0 <br />= <br />n <br />w <br />O <br />2 <br />M <br />d6 <br />M <br />a <br />m <br />N <br />wz <br />mw <br />�0 <br />x <br />WQU <br />V. <br />ZJ Fx^ <br />J y <br />Z > <br />�DU <br />Oz <br />wpa <br />°tea <br />O <br />.2=0 <br />U <br />J 2 z <br />8o— <br />zLo <br />mwa <br />Z <br />z<,w <br />m� <br />0ZU <br />0 <br />w <br />Z0 <br />m� <br />o wW- <br />wNo <br />OWE <br />oao <br />oz� <br />z�w <br />LU <br />>3W <br />wU< <br />a <br />0,W,- <br />0) d z <br />I- rn w <br />Uj W- <br />J Z > <br />o00 <br />-3 In <br />F- <br />J <br />W 2, LL <br />0°W <br />=WN <br />0 <br />C4 <br />XCLO <br />aim <br />0 0W <br />cja= <br />©Orn <br />