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__ , � 'I I �_ , -, _. - __ I I I - —1 — 1 <br />FORMED CONCRETE CAP AT TOP OF BA� <br />SLOPED TO FOUR SIDES OF STEEL COLL <br />SILICONE CAULK TO FACE OF STEEL COL <br />AFTER CAP HAS DRIED PRIOR TO PAINTIIS <br />61 0" TOP OF STON <br />6- 1/2" VERTICAL REBAR FROM FOOTING <br />BASED AND WILL EXTEND INTO THE CAP <br />3". FILL ALL CELL OF BLOCK SOLID WITH <br />CONCRETE <br />2' 7 1/2" ;�_ BUILDING FINI <br />01011 GRADE <br />0�_ — — <br />1 1/2" DIA 42" GUARD 1 <br />12" EXTENSION <br />1 "Xl " VERTICAL SPINDLES <br />SPACED MAXIMUM 4" APART- <br />11091 <br />1 1/2" DIA 42" GUARDRAIL-----\ <br />of <br />FACE VIEW <br />RAMP RAILING TO BE INSTALLED <br />AT ONE SIDE ONLY OF RAMP DUE <br />TO LIMITED SPACE <br />L COLUMN <br />EDGE OF NEW CONCRETE BASE <br />AT THE BOTTOM OF THE EXISTING — <br />COLUMN <br />r! <br />10 1 Of F-r-L %�ULUIVIIN <br />EXISTING TOP OF COLUMN <br />CONCRETE FOOTING PAD <br />FACE WITH VENEER STACK STONE EXISTING STEEL COLUMN <br />--------- 4"X8"Xl6" BLOCK 72"ABOVE GRADE <br />K8"Xl6" BLOCK 72" ABOVE GRADE FACE WITH VENEER STACK STONE <br />0 <br />10� <br />JSTING STEEL COLUMN <br />'OUR 8" DEEP CONCRETE AROUND BASED OF 6- 1/2" VERTICAL REBAR FROM FOOTING <br />:XISTING STEEL COLUMN TO ALLOW FOR THE BASED AND WILL EXTEND INTO THE CAP <br />" BLOCK TO SET ON TOP. PLACE 1 # 5 REBAR 3". FILL ALL CELL OF BLOCK SOLID WITH <br />IENT AROUND COLUMN 2" FROM BOTTOM AND CONCRETE <br />'OP OF CONCRETE POUR <br />,NCRETE FOOTING <br />GRADE FOR COLUMN <br />TTOM OF CONCRETE AROUND <br />I-IIAIMM 1=nn-r1K1t10- MAM0 A" M01=0 <br />WF L_ <br />AND MINIMUM 4" WIDE <br />-50 NAM) MAIL <br />JSION <br />1 1/2" DIA 42" GUARD RAIL <br />1 1/2" DIA 36" HAND RAIL <br />ALL RAILING AND SPINDLES TO BE 1 1/2"SATIN FINISH S. . <br />TOP VIEW <br />COLUMN BASE SECTION DETAIL <br />NOT TO SCALE <br />it 019 <br />I "X1 " VERTICAL SPINDLES <br />SPACED MAXIMUM 4"APART <br />RAMP AND LANDING EXISTING AND NOT BE MODIFIED CORE DRILL CONCRETE AND EPDXY <br />VERTICAL SUPPORT POST OR SECURE <br />TO TOP OF CONCRETE WITH APPROVED ;0 <br />TYPICAL RAMP RAILING HARDWARE THAT CAN SUPPORT MINIMUM <br />250 LBS OF FORCE <br />NOT TO SCALE <br />Single sheave truck, cast aluminum <br />revolving, non -fouling, internal Model <br />ECA30 <br />lH <br />halyard truck <br />1/8" x 7xl 9 M il-C-5424 <br />0 <br />Stainless steel aircraft cable <br />Standard flag arrangement: <br />5' X 8' <br />9 <br />Neoprene coated 2" diameter <br />steel counterweight <br />I? <br />Nylon beaded retainer ring <br />.0 <br />0 <br />CL <br />0 <br />C1 <br />X <br />W <br />Revolving non -fouling internal halyard <br />truck, cast aluminum body, 26 <br />stainless steel ball bearings, <br />and 2-1/2" diameter plated <br />steel sheave. <br />co <br />Gearless, self locking direct <br />_i� <br />drive winch with six tumbler <br />0) <br />cylinder lock <br />0 <br />> <br />0 <br />0 <br />0 <br />CD <br />V <br />0 <br />< <br />c� <br />Winch Detail <br />Aluminum flash collar <br />3000 PSI concrete <br />4-) <br />All shafts with overall <br />Ap <br />Hardwood wedges <br />0 <br />length of more than <br />(supplied by others) <br />0 <br />38'-6" are shipped in <br />CL <br />two sections. <br />Dry sand tightly tamped <br />after aligning pole <br />.2) <br />Foundation sleeve -16 ga <br />0 <br />U) <br />hot dip galvanized steel <br />Each section matched marked <br />Steel centering wedges <br />for field assembly. Exposed <br />0 <br />portion of jam sleeve must <br />114" Steel base plate I AL <br />1 <br />U_ <br />be well lubricated prior to ;11 <br />:11 <br />assembly. <br />L 1 <br />61? <br />1/4" Steel support plate <br />welded to grounding spike <br />1-1/2" maximum shop <br />12" <br />gap allowed for field fiffing <br />(ram for tight joint) <br />16" <br />Filename. F-CA30 1H single sheave�_revolving truck.ai <br />Pro*ect: Ground set tapered aluminum flagpole: <br />ALLOY: 6063T6 <br />EDER FLA(i <br />Date: <br />Location: Exposed height: 30'-0" <br />Overall height; <br />33�4' <br />MANUFACTURING COMPANY <br />Revision: <br />Architect: Ship in 1 section <br />Butt diameter., <br />6" <br />1000 W. Rawson Avenue <br />Contractor Top diameter 3-1/2" <br />Wall thickness: <br />.156" <br />Oak Creek, WI 53154 <br />Customer: Finish: 100 grit polish <br />Job: <br />1 1/2" D IA 42" GUARD RAIL <br />4" <br />f-f <br />ALL RAILING AND SPINDLES TO BE 1 1/2" SATIN FINISH S , S. <br />COMPACT SOIL TERMITE TREATMENT NOT <br />RIEQUIRED WITH 4" 2500 PSI CONCRETE <br />SLAB WITH WIRE MESH <br />#5 VERTICAL RODS FROM FOOTINGS <br />BELOW AND EXTEND INTO 4" CONCRETE <br />SLAB AT TOP. PLACED AT ALL CORNERS <br />AND SPACED MAXIMUM 3'4"OC. POUR ALL <br />CELLS SOLID WITH 2500 PSI CONCRETE <br />16" WIDE X 8" DEEP FOOTING <br />WITH 245 REBAR ON CHAIRS <br />SEE FOUNDATION PLAN FOR <br />MORE DETAILS OF LANDING <br />TREAD WIDTH <br />lift <br />Rim <br />1 1/2" DIA 42" GUARDRAIL <br />1 1/2" DIA 36" HAND RAIL <br />_-_-: -1 b <br />J )r ;- <br />im. <br />1 0" <br />CORE DRILL C011 ID EPDXY 4 <br />A% <br />I <br />VERTICAL SUPPORT POST OR SECURE 5 t <br />TO TOP OF CONCRETE WITH APPROVED 4 <br />HARDWARE THAT CAN SUPPORT MINIMU <br />M <br />4 4 4 4 <br />250 LBS OF FORCE q.-AL � co <br />RISERS HEIGHT TO BE VERIFIED <br />IN FIELD AND CAN NOT EXCEED <br />7" IN HEIGHT AND ALL MUST BE <br />EQUAL <br />REAR LANDING AND STAIR DETAIL <br />NOT TO SCALE <br />"X%111111if, <br />OtAAS C <br />0 <br />. 04 <br />LU <br />LL1 <br />W <br />tn <br />A <br />W <br />Z' -i <br />U_ N <br />W <br />C, <br />2 C6 C,) <br />0 C/5 C� <br />Z <br />W W (0 <br />U) <br />Z 04 <br />LU <br />LU <br />Z <br />CD N <br />0, <br />N > to <br />Z n <br />W <br />W <br />0 <br />Z <br />06 <br />< <br />Z <br />(n <br />in <br />LL1 <br />Z <br />0 <br />Cn <br />=) <br />Z <br />0 <br />U) <br />Z <br />FR <br />LW1J <br />Cl) <br />W <br />LL <br />W <br />C, <br />0 <br />Z <br />C11), <br />Z <br />W <br />_J "o <br />co U_ <br />N <br />X 5 C-4 <br />0 W �� <br />(10 a CJ <br />0 < L0 <br />0- 0 <br />W <br />CF) <br />1 <br />0) <br />I <br />a) <br />1 <br />Z <br />ob <br />6 <br />6 <br />0 <br />C14 <br />C14 <br />04 <br />C� <br />CY) <br />T_ <br />oo <br />(7) <br />00 <br />CN <br />Z <br />d <br />LU <br />Z <br />co <br />0 <br />0 <br />N <br />U) <br />_J <br />-_J <br />1: <br />W <br />NO <br />Z <br />0 <br />0 <br />W <br />L) <br />_J <br />U_ <br />W <br />N <br />Z <br />0 <br />U) <br />_J <br />LL <br />W <br />_J <br />0 <br />> <br />W <br />< <br />W <br />N <br />I HERBY C I 'M <br />WERE PRE 7P <br />0 P1 <br />ARE IN C Ll <br />FLORIDA BUILDIN <br />FOR 139 MPH WIND <br />E C11.7,41TLN526 <br />0 44� <br />DLA SPECIFICATIONS <br />1�-, IRECT SUPERVISION <br />'kVSIE CTION 1609 OF THE <br />\DITION AND ASCE 7-10 <br />CATEGORY 11 <br />S2 <br />