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©■ <br />IF <br />IN <br />B <br />CO <br />CV <br />00 <br />N <br />r <br />1 2 <br />MEDIUM DENSITY EPS FOAM CAP WITH STUCCO FINISH COLOR: SW 6136 HARMONIC TAN (TYP.) 4 <br />-7 <br />11 <br />HARD[ -BOARD PAINTED COLOR: SW 9126 HONED SOAPSTONE L-3 <br />CUSTOM ARTISTIC OAK TREE MEDALLION PINNED ONTO CMU BLOCK COLUMN WITH <br />DECORATIVE HARI-BOARD BY PINEAPPLE GROVE. COLOR: BLACK CONTRACTOR TO PROVIDE <br />SAMPLE, OF INSTALL METHODS. <br />MEDIUM DENSITY EPS FOAM CAP WITH STUCCO FINISH COLOR: SW 6136 HARMONIC TAN (TYP.) <br />3_2" FOAM SIGN OVAL PANEL TRIM PAINTED COLOR: SW 9106 EL CARAMELO <br />FOAM SIGN OVAL PANEL PAINTED COLOR: SW 6136 HARMONIC TAN <br />TEXT FONT BAKER SIGNET BT PAINTED COLOR: BLACK <br />--- -��� MEDIUM DENSITY EPS FOAM CAP WITH STUCCO <br />FINISH COLOR: SW 6136 HARMONIC TAN (TYP.) <br />-j 3'-0" <br />j I L-370 514" <br />CODE MAX = 20 S.F. (PER SIKS <br />DE) o <br />16.5 S.F. AS SHOWN <br />SCALE: 1/2"=1'-0" <br />10100 %XXIMI <br />low,; Ims <br />1 asms <br />MIXIMS <br />o <br />3'-4" <br />_ 5'-8" 12,-4" 5'-0" <br />3'-7" <br />23'-0" <br />'_)I, DOUBLE SIDED MONUMENT CROSS SECTION DETAIL <br />L-370) SCALE:1/2-=v-o" <br />CMU BLOCK COLUMN <br />L-370 <br />IL <br />THE <br />c))N, <br />5'-9" <br />Mm <br />I I <br />o <br />DE MAX = 20 S.F. (P SIDE) <br />16.5 S.F. AS SHOWN <br />4 -8 <br />III if If I If <br />II II II I I i I I I I I I II II <br />II II II I I I I II � I I II� I I E I I 11 II <br />1'_0".. <br />II II II I I i I I I I I I I II I <br />+ .,• .. .J J•' +!' �• " J. ..% +' 4. iJ a �, _ <br />/• _•.+ e'J • —�/,. Jam, +• � J L —r _�/__ �1 + y--- —s— ._4 • ..� <br />�/ ._ —L � —' _T .� T � —+,— fir— ; �. .._ _._ �----',�J � �J • ! / / .' � � �' " J.. 'T +: .. T <br />/.;//i//i./i.�/�/i�/i//jig/i�.�/i:.'i</i./i.,/.//,:/,./i.. -,i�,i�/i./i./i./i.�../;.././i./i./i./i./i./i.//�//�//.�//.�//.�//.�//.� .�//.�//.�//.�//.�://.✓/.�//.✓/.�//.�//,✓/.��<�//.�//./.�//.�//.� .�//.�//.� <br />20'-8" <br />22'-8" <br />3DOUBLE SIDED MONUMENT STRUCTURAL ELEVATION <br />L-370) SCALE: 1/2"=1'-0' <br />FOAM WALL WITH DECORATIVE <br />CULTURED STONE FINISH COLOR: <br />ASHFALL UNDER COUNTRY LEDGESTONE <br />(TYP.) <br />MEDIUM DENSITY EPS FOAM <br />CAP WITH STUCCO FINISH 6 <br />COLOR: SW 6136 HARMONIC L-370 <br />TAN TYP. <br />DECORATIVE HARI-BOARD 4 <br />SIDING COLOR: SW 9126 <br />HONED SOAPSTONE L-3 <br />CMU BLOCK COLUMN WITH 7 <br />SIDING SEE COLUMN DETAIL L-370 <br />MEDIUM DENSITY EPS FOAM <br />BASE CAP WITH STUCCO <br />FINISH COLOR: SW 6136g <br />HARMONIC TAN (TYP.) <br />STUCCO FINISH COLOR: SW 9106 EL <br />CARAMELO BOTH SIDES <br />FINISH GRADE TYP, <br />FOAM SIGN PANEL <br />T <br />LARGE COLUMN CAP <br />SCALE: 1 /2"=1 "-0" <br />3'-7" <br />3'-4" <br />i? <br />a� <br />W <br />II <br />� <br />Z <br />0 <br />O <br />Z <br />FL <br />LL <br />O <br />O <br />a <br />O <br />U <br />l'- <br />0 <br />U <br />0 <br />a <br />O <br />W <br />H <br />U-) <br />� <br />0 <br />U <br />IL <br />I-- <br />-j W <br />- <br />O U <br />N <br />�- <br />Er) _j <br />(L <br />ATTACH TO CMU COLUMN <br />WITH GENEROUSLY APPLIED <br />ADHESIVE PER <br />MANUFACTURER'S <br />RECOMMENDATIONS (TYP.) <br />COLUMN CAP 4 <br />L-370 <br />8" X 8" X 16" CMU BLOCK <br />CORE FILL CELLS WITH <br />3,000 PSI GROUT EACH <br />VERTICAL BAR. <br />HORIZONTAL LADDER TIES <br />EVERY 3RD COURSE (TYP.) <br />#5 VERTICAL BAR PROVIDE 36" <br />LAPS (TYP.) <br />FOAM BASE CAP f---� <br />FINISH GRADE <br />3,000 PSI CONCRETE FOOTING <br />WITH (6 QTY) #5 CONTINUOUS <br />REBARS EQUALLY SPACED <br />EACH WAY <br />3" CLEAR ALL SIDES, (TYP.) <br />COMPACT SUBGRADE <br />TO MEET A 95% <br />PROCTOR RATING <br />LARGE COLUMN CROSS SECTION DETAIL <br />L-370) SCALE:1/2"=1"-0" <br />3'-0" <br />1 " 22„ 1 <br />ih <br />ATTACH TO CMU COLUMN <br />00 d WITH GENEROUSLY APPLIED <br />ADHESIVE PER <br />COLUMN CAPCp MANUFACTURER'S <br />g SMALL COLUMN CAP RECOMMENDATIONS (TYP.) <br />8" X 8" X 16" CMU BLOCK CORE FILL L-370 SCALE:1/2"=1'-0" <br />CELLS WITH 3,000 PSI GROUT EACH <br />VERTICAL BAR. CMU BLOCK 7 <br />COVERED WITH DECORATIVE L-370 <br />SIDING SEE COLUMN DETAIL <br />FOAM WALL <br />LED SIGN LIGHT BY WESTERN <br />FLORIDA LIGHTING BOTH SIDES <br />#5 VERTICAL BAR SPACED AT 16" O.C. <br />W <br />PROVIDE 36" LAPS (TYP.) <br />w <br />z_ <br />cn <br />LL <br />O <br />~ <br />0 <br />U <br />a <br />Y <br />HORIZONTAL LADDER TIES <br />p <br />EVERY 3RD COURSE (TYP.) <br />ILL <br />0 <br />m <br />FINISH GRADE <br />a <br />=) <br />U <br />3,000 PSI CONCRETE FOOTING WITH <br />o <br />0 <br />(5 QTY) #5 CONTINUOUS REBARS <br />CO <br />EQUALLY SPACED AND #5 REBARS <br />SPACED 12" ON CENTER TRANSVERSE <br />3" CLEAR ALL SIDES, (TYP.) <br />W <br />COMPACT SUBGRADE TO <br />- <br />MEET A 95% PROCTOR RATING <br />N <br />FROM ELECTRICAL SUPPLY, <br />COORDINATE LOCATION OF <br />CONDUIT WITH ALL TRADES PRIOR <br />TO INSTALLATION. ALL <br />CONNECTIONS PER STATE AND <br />LOCAL CODES (PER ALL ELECTRICAL <br />CONNECTIONS, TYP.) <br />3'-0" <br />2'-8" COLUMN CAP 6 <br />L-370 <br />HORIZONTAL LADDER TIES <br />EVERY 3RD COURSE (TYP.) <br />` #5 VERTICAL BAR SPACED <br />AT 16" O.C. PROVIDE 36" <br />n I ` LAPS (TYP.) <br />c I FOAM BASE CAP 6 <br />L-370 <br />l 8" X 8" X 16" CMU BLOCK <br />CORE FILL CELLS WITH <br />3,000 PSI GROUT EACH <br />I) a (I VERTICAL BAR. <br />M ll I FINISH GRADE <br />N I° <br />3,000 PSI CONCRETE <br />I (l4 FOOTING WITH (4 QTY) #5 <br />j j jj j jj j jj j jjj\\/ � l . a /j � ' ��„/\ REBARS EQUALLY SPACED <br />EACH WAY <br />/�\\//\\//\� ` ' ° ♦ ~ \� j 3" CLEAR ALL SIDES, <br />;T\7, \-7'\/� jT� . \%T\T� /�/ j jtj j//�/ j/i (TYP.) <br />\j/%% j/j/i\ <br />COMPACT GRADE <br />TO MEET A 95% <br />PROCTOR RATING <br />rL <br />5'-0" <br />SMALL COLUMN CROSS SECTION DETAIL <br />SCALE: 1/2"=1 "-0" <br />3'-8" <br />3'-6" <br />- ATTACH TO CMU COLUMN WITH <br />GENEROUSLY APPLIED ADHESIVE PER <br />MANUFACTURER'S RECOMMENDATIONS <br />(TYP.) <br />1" (TYP.) <br />g LARGE COLUMN BASE TRIM DETAIL <br />L-370 <br />d <br />- <br />dt <br />N <br />g <br />SCALE:1/2"=1'-0" <br />3'-0" ol <br />2'-10" <br />SMALL COLUMN <br />1" (TYP.) ATTACH TO CMU COLUMN WITH <br />GENEROUSLY APPLIED ADHESIVE <br />PER MANUFACTURER'S <br />RECOMMENDATIONS (TYP.) <br />BASE TRIM DETAIL <br />�31 <br />SCALE:1/2"=1'-0" <br />NOTE: SEE FINISHED 1 <br />ELEVATION DETAIL FOR L-37o <br />COLOR SPECIFICATIONS <br />FOAM CAP 6 <br />L-370 <br />CULTURED STONE FINISH <br />DOUBLE SIDED HARD COATED HDU FOAM <br />MONUMENT SIGN WALL WITH STUCCO <br />FINISH <br />FOAM SIGN TRIM WITH s <br />CL <br />STUCCO FINISH (TYP.) L-370 <br />^-� <br />^ �:. <br />8" X 8" X 16" CMU BLOCK CORE FILL CELLS <br />UO <br />WITH 3,000 PSI GROUT EACH VERTICAL <br />m <br />BAR (TYP.) <br />HORIZONTAL LADDER TIES <br />EVERY 3RD COURSE (TYP.) <br />U <br />ILL <br />LEDLED SIGN LIGHT SPECIFICATION: <br />- <br />CENTRIA CE2 LS432LED GROUND MOUNTED <br />LO cwn <br />• <br />COORDINATE LOCATION OF CONDUIT <br />0 <br />I \\ <br />WITH ALL TRADES PRIOR TO INSTALLATION <br />U <br />V <br />#5 REBAR,VERTICAL AND DOWEL <br />00 <br />SPACED AT 16" ON CENTER <br />N <br />( <br />FINISH GRADE <br />ELECTRICAL CONNECTION PER STATE00 <br />/ <br />LOCAL CODES COORDINATE WITH <br />ELECTRICAL PLANS BY OTHERS <br />\ J I4 #5 TRANSVERSE @ 12" O.C. <br />• a — - �i\%���- 3" CLEAR ALL SIDES (TYP.) <br />(4 QTY) #5 REBAR CONT BOTTOM <br />1_7" <br />COMPACT SUBGRADE TO <br />MEET A 95% PROCTOR RATING <br />MONUMENT SIGN SIDE SECTION <br />L-370/ SCALE:1/2"=1'-0" <br />ARNOLD AUST N <br />FL PE # 6637 <br />AUG 3 0 20 <br />r - h <br />o <br />U l� � <br />Fiff-I-1111 <br />N00 <br />n w <br />w � <br />t <br />U ° U � <br />o � U <br />W <br />5904-A Hampton Oaks Pkwy. <br />Tampa, Florida 33610 r <br />Office: 813-253-5311 <br />Fax:813-464-7629 y <br />www.HeidtDesign.com <br />6810 EBB TIDE AVENUE I APOLLO BEACH, FL 33572 <br />813.600.7695 1 ww austWcgmup.mm I FL CA #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 Seal. <br />Printed copies of this document are not <br />considered signed and sealed unless <br />bearing the engineer's original signature. <br />Z <br />W <br />W <br />Ov <br />w <br />F <br />J <br />F <br />U <br />w <br />CO <br />o <br />d <br />w <br />w <br />a <br />D <br />U <br />N <br />N <br />� <br />m <br />0 <br />0 <br />0 <br />co <br />N <br />PROJECT NO: PHC OP 1004 <br />FILE: <br />L-370 <br />DESIGN BY: <br />AFC <br />DRAWN BY: <br />AFC <br />ARNOLD AUSTIN, P.E. <br />DATE: <br />LICENSE NO. 66375 <br />L-370 <br />W 2 <br />m <br />�vi <br />o� <br />mUH <br />= a <br />KQU <br />°ZN <br />LL <br />Zj J F <br />y J <br />aaZ <br />O rn <br />Z <br />°o¢ <br />Wo0' <br />F=w0 <br />�=O <br />�o— <br />z�o <br />Ewa <br />mZ <br />Z�w <br />m� <br />0 <br />0 <br />Z W <br />—mN <br />oEn 7': <br />w <br />,zU <br />W°o <br />0WMW <br />❑ n• p <br />0Z� <br />Z (%i <br />w <br />0 � U <br />W <br />w U V' <br />W 0 Q <br />W <br />waz <br />�w� <br />J Z L <br />0. 00 <br />UFO <br />v"J <br />m U U <br />W s ,� <br />°oa <br />worn <br />ULU <br />z�m <br />awe <br />00 <br />BUN <br />