Laserfiche WebLink
_a <br />v <br />Q <br />U <br />_ <br />N <br />7. <br />FENCE - 6'H ALUMINUM <br />1 /2" = 1'-0" <br />DETAIL -REFERENCES <br />F-01 <br />A'—o" IOCI (TYP) <br />FENCE - 6'H PVC SOLID <br />1 /2" <br />DETAIL -REFERENCES <br />F-06 <br />1/2" = 1'-0" <br />DETAIL -REFERENCES <br />WL-01 <br />f2'-2" <br />,AST CONCRETE CAP <br />T #01 <br />:CO FINISH <br />1H #01 <br />ICAL 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 />BX111 S 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 />TH TRADITIONAL CAP <br />(P) <br />" x 7" VERTICAL RIBBED <br />iNGUE AND GROOVE <br />%KETS (TYP) <br />x 7" RIBBED BOTTOM <br />,IL (TYP) <br />DISH GRADE <br />E SIZE AND DEPTH OF <br />DOTING SHALL BE PER <br />�NUFACTURER'S <br />COMMENDATIONS <br />)MPACT SUBGRADE <br />r 1 MEET 95% PROCTOR <br />U <br />z <br />W <br />U_ <br />U <br />a <br />T <br />GATE - 6'H - RANGE 4'-6'W - SINGLE - ALUMINUM <br />1 /2" = 1'-0" <br />DETAIL -REFERENCES <br />F-02 <br />FENCE - 5'H SPLIT RAIL PVC <br />1/2" = 1'-0" <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 />0- <br />0 <br />n <br />Q <br />IM <br />v <br />U <br />04 <br />FENCE - 4'H ALUMINUM <br />1/2" = 1'-0" <br />DETAIL -REFERENCES <br />F-08 <br />G" Or111A M] 1AI"ITC r%%I^ 1']�%A 11T1 I n1 AAIMA MM <br />4'-0" <br />f2'-21/ <br />2'-0 <br />r <br />8" x 8" x 16" CMU BLOCK (TYP) <br />of N of PE STUCCO FINSIH <br />�+ N iv (TYPICAL ALL SIDES) <br />4... ' •, <br />I e• ..f�-- 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 <br />(PSI) GROUT (TYP) <br />PPF:rA-qT rnNrPI=TF rAP <br />SC:ALt: I" = T.-U" <br />2' x 2" x 7'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 />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 />0 <br />� o <br />N <br />r � z �8 <br />qd N <br />W At <br />e <br />U U <br />o� <br />yU <br />W j <br />U <br />c <br />w " <br />5904-A Hampton Oaks Pkwy. 'J <br />Tampa, Florida 33610 i a <br />Office: 813-253-5311 <br />Fax:813-464-7629 ti <br />www.HeidtDesip.com a <br />V1 <br />CAI <br />l� <br />a <br />w <br />Q <br />0 <br />O <br />H U <br />a <br />� <br />W <br />U <br />w <br />w <br />�T. <br />LU <br />a <br />w <br />aU_ <br />6810 EBB TIDE AVENUE I APOLLO BEACH, FL 335n <br />813.800.7808 I www."u"Wop,oup— I FL CA "30088 <br />This drewing 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 Seal. <br />Printed copies of this document are not <br />considered signed and sealed unless <br />bearing the engineers original signature. <br />m <br />z <br />t <br />L <br />� <br />w <br />a <br />KWk <br />J <br />w❑ <br />U <br />w <br />a <br />( <br />0 <br />1= <br />a_ <br />cr <br />l3: <br />0 <br />rn <br />rn <br />rn <br />O <br />O <br />o <br />0 <br />M <br />+ <br />PROJECT NO: PHC OP 1W4 <br />FILE: <br />L-370 <br />DESIGN BY: <br />AFC <br />DRAWN BY: <br />AFC <br />z <br />J <br />0 <br />U <br />a <br />w <br />0 <br />a <br />in <br />a <br />0 <br />c <br />0 <br />a� <br />5�� <br />co <br />aW <br />D8 <br />Z <br />GIL <br />STATE OF FLORIDA <br />PROFESSIONAL ENGINEER <br />.• S+ ••. Tj OR k W <br />0. 6375 a � <br /># * W� <br />• *yUj <br />-o S A FZ. <br />�� <br />F••. IID .•• �C, <br />"mod NAL LNGco <br />IIIItn1)}�rll111I'I . - <br />ARNOLD 4UST N, P.E. <br />0 <br />DATE: - <br />LICENSE NO. 1 166375 IZ , <br />130 <br />L-371dui <br />U� <br />Ho <br />0 <br />