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IIII'®®A_=; me re�'i'.iil ■®p=1 el R mlml■__ mle■oninlllul ■ u u e,mlan�i1r11a11 u u mllwoomosQ■ iiil pJ iiii• iiii4a; liii' ■ ;1' - i i�IniiiiS�i�ilIllllll� 11 11 �11111111111 (IIIII lilllll'I IIIIIIIII (IIIII (:IIII �illlllllll®__ Illiilll mOell llmA__ml liil l®®rllllll ii'1111 �r==:� I llll ii (IIIII _ r �III,J11m®.'_r`'. .-'_ ■Ce■o..,a,.,v.�.�, 1 [ 11 II OG.r�:..,..wr,.,7 [I II II [ r ���«.........aa,Q.:� - 'I met =.■I ....�.,o.➢ olm_-pR.•-.,.om«,71mmL.,,»..:.,...•�.1_=■m..,.,.«.,.,.....�a•...I■1 ==: Ildl ,:.a...'➢Imel'==:1®®® - n == w�Trrrrrr �s Q r.�w..R e m m m . md� md�A� mdn.o m m mbaAmAee ms■ emA --A� md�AmA■■A�d� • • ui�3 DECORATIVE 1RD01 - TRR1 150ARD MCMZOINTAL FIBER — CEhENT LAI* 60MG U114 6" rTIN. EXP061,1E PPIECA67 WEAVER AND 61LL AT UeNDQIb VINYL 6143LE-NNG 1R P M FRI UNT14 04OULATED GLA66 4XCW4 SCULPTED MASONRY VENEER (TYPJ BRICK Y04MM AT m-� NORTH SCALE: 3/32". I'-0" -_ OUTLINE OF CANOPY 6140LLN DASHED :) INCH VAT ION SOUTH 15UILDINn ELEVATION SCALE: 3/32" - 1'-0" =LR! OF CANOPY 6MOUN DASHED FARTIA SCALE: 3/32" • P-O" L L T' I, I,Tt LT11 d VENEER (TYIDJ ENTIL :r -AAR ■, I AIRP NOR - FI LEVEL PI ■ - Ion ACCENT DOAM ■ IIN _- ■_: a _- ins - VENEER 114MC-46T ACCENT a Ion ozone ■ rrr r III ._ --- •.. 1. - „xe rl4m1� nn� ALUMIW1 ENTRANCE DOOM SEE DOOR 6GWED" SOUTH WILDING: 'AT ION F'REFINISWED STANDMG 6EAM METAL ROOFING STONE VENEER COLUMN 81 CONCRETE GRADE BEAM: SEE STRUCTURAL CONTRACTOR'S NOTE: FRONT CANOPIES SHOWN DASHED FOR ELEVATION CLARIFICATION SEE SHEET A3.6 FOR CANOPY INFORMATION V) U W E Z O Q r U 3c CC)c� U J ♦ ♦ c`) O � ♦Wr���L) V Q C) , ^ ¢ O N LLJ Z +' = CC) � W 1 "Lr' (%i Lu .WoZ�� U N Q O ca U _ r E i Uc\JOcCOY)oLL1 W Q N� O - O cn 4 N N co N CO co 0 U U 0 > fL TL LL N c o 0 — z W 2 2 Z G J a mz m¢0 I a E OF Z a v d ¢ rWr-- W W J O O t L W W ©COPYRIGHT 2012 EL 0 U (A THIS DRAWING AND ITS DESIGN ARE THE PROPERTY OF ROBERT W. ENGEL AND ASSOCIATES, ARCHITECTS AND IS NOT TO BE USED OR REPRODUCED WITHOUT THE PERMISSION OF ROBERT W. ENGEL AND ASSOCIATES, ARCHITECTS A201 L - 7 6 2648 Q PIEFINISWW STANDING SEAM METAL ROOFING No PIRB•NMWW METAL— N FASCIA BOARD DECORATIVE DENTIL - TRIM BOARD *410 HORIZONTAL Icl" — I` CEM®!T LAP SIDING UTW so MIN. 0>190etm (PlRW4NMED) J SIDING CORER TIdM - DECORATIVE TRIM — ACCENT BOAR PRECAST WADER AND SILL AT WI DOM BRICK VENEER AT CORlRS - FRAME WITH INSULATED GLASS I� 0 emrm � --- -ne ne --r_= MEMO ;=_ ■■■ eff ■o -- ----swam =---um---=--__==iMEN_u■---`_- ■d rwi o®® __��jj�� nle>oelrlll�l _ f _m ; m mmo wry _=-=====-_ ===- s==®I le E1>IDII ne emfm _ rrr =;O �■■ a fir■ t E ■n � rrr rrr �E_=.:-_fit frr _ __ ___ _rrr —___ _�e rrr _ rrr s rrr emEl rr7 E emelsrrrll IBMSi6lTuSr__-Gi[iroil.mGi ==: �iiil.iii�Girm iGG g■ uu _=_====_ur =®rm >Olmlmlmlm--1�swm■■o■mINmIQ'iTQ�S�aRT! - QQ�QE __m.aa:sr� ��=--____-_______ -- =------------ Imswmimem CONCRETE, , WE STIOCTURAL SEE STMJCTUKAL VENEER (Tyr.) C424C$I&-M GRADE BEAM, RED STANDING SEAMI PIED FASCI DECO TRRIM B BRICK c m4 4XI2x2 MASON (TYPJ r L L] LT I;1 L ■ --- '■as � w■ a mama■ ■msw m swum emr . Im==: r■■ Hrr==�eQeeeeeHiEem 1 n■ nn e=-eemru�v■h■ r ns=-e�slswm��l�•s��■swo,l�a---9�Q.mswmle�a' VAT I ON III 'A ■®mllljI111E® III r 1 1�iW�;,�u�li��;dii ems. • waa-a- - PPWNMNED STANDING SEAM METAL ROOFING TRUSS BEARING EL • 59'-S 3/4• -DECORATIVE WINDOW TRIM BOARD FOURTH LEVEL FLOOR i. 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F WINMHM STANDING — SEAM PETAL ROOF METAL GUTTER AI E— DOUIN SPOUT SYSTEM DECORATVE FASCIA TpM- BOARD (Tl'PJ DECORATIVE COLU'IN Toll Boom (TYPJ PRECAST COLUMN CAP — (TYPJ STONE VENEER COLUMIN- BASE (TYPJ DECORATIVE (Tl'PJ OUTRIGGERS (MJ WEST 5u I SCALE: 3/32" Y I' -ID" SCALE: 3/32" - VIC" OF CANOPY SHOWN DASHED ATMAINLEDECORATIVE RAILRIG AT MAIN LEVEL UeNDO11U6 INCH ELEVATI DECORATIVE (TYPJ OUTRIGGERS (TYPJ VAT I ON - -T CONCRETE GRADE BEAM: BEE STRUCTURAL — PR�INIBNED STANDING SEAM METAL ROOF — METAL GUTTER AND DOW SPOUT SYSTEM DECORATIVE FASCIA Ti BOARD (TYPJ DECORATIVE OOLUMIN TRIM BOAR (TYPJ PRECAST COLUMN OAP (TYPJ STONE VENEER COLUM BASE (TYP.) © COPYRIGHT 2012 THIS DRAWING AND ITS DESIGN ARE THE PROPERTY OF ROBERT W. ENGEL AND ASSOCIATES, ARCHITECTS AND IS NOT TO BE USED OR REPRODUCED WITHOUT THE PERMISSION OF ROBERT W. ENGEL AND ASSOCIATES, ARCHITECTS V/ V Z V/ O C.) w Z W J M O O C.) w cn N � o v p W N C T C6 O 2 y N> 'a a) c o U N Iv d N 3 p p o d N N Z O 1f� W O 2 M Z G J_ L D m N E �> E 0 O Z a M 4 C Y Z W ■1 3 O J O N`e t t W IL C U N A202. L - 7 6 2648 I 8" THICK CONCRETE FLOOR SLAB WITH 04 BARS SPACED AT 18" EACH WAY WITH 3" CLR ON ALL SIDES 10" NOM. 1011 hi ----- ---� -------------------------- O O I I 8 `(3) 6" DIA, CONCRE FILLED STEEL PIPE BOLLARDS(EQUALLY SPACED) 6" THICK CONCRETE FLOOR SLAB WITH 04 BARS SPACED AT 18" EACH WAY WITH 3" CLR ON ALL SIDES I I I I I I I I I B I I I 12'-0" MIN. 2,-2" 2'-211 CLEAR OPENING 6"x8" NOM. STANDARD CONCRETE MASONRY UNITS WITH VERT. REINF. (GROUT CORE FULL) I � in 4"xI2"x24" NOM. SCUPLTED ASONRY VENEER I I ih I I I I I 16" WIDE x Y-4" HIGH =a CONCRETE FOOTING WITH (2)-04'a CONT. TOP d1 AND BOTTOM I I I I 12" DIA. CONCRETE PIER FOOTING AT EACH GATE POST 3" SQUARE TUBE TUBE GALV. GATE POST AND GALV. HINGES 3" PREFINISHED METAL LOUVERED GATES (BRONZE) LAN • NOTE: CONTRACTER TO PROVIDE WEEP HOLES IN WALL FOR WATER DRAINAGE. COORDINATE LOCATIONS WITH CIVIL DRAWINGS PREFINISHED METAL TOP CAP WITH DRIP EDGE AND CLEAT 2x TREATED WOOD BLOCKING FASTENED TO WALL WITH 1/2 "f ANCHOR BOLTS AT 48" O.C. 6" NOM. STANDARD CONCRETE MASONRY BOND BEAM WITH REINF. W 4"xI2"x24" NOM. SCULPTED MASONRY VENEER 6 "x8" NOM. STANDARD CONCRETE MASONRY UNITS WITH 04'a AT 16" O.C. (GROUT CORES FULL) 1j2" EXP. JOINT WITH SEALANT 6" THICK CONCRETE SLAB I -COURSE 6"x811 NOM. STANDARD ' CONCRETE MASONRY UNIT (GROUT CORES FULL) I6' WIDE x V-4" HIGH CONCRETE 10 FOOTING WITH (2)-04'a CONT. TOP AND BOTTOM II_4X 8 l I r%,br"%wT-T I SCALE: 1/2" IN 1'-0" CT ION , , , III , Ilk I III III, , h , '11_' -ILI I 1 1, 1 I, Ij,,I, II II, I --I-, -, - , - , , , , , , , , I , -, I , -------------------------------------------------------i I I � I I I I I � I I I I I I L____________________________ _ J SIDE ELEVATION REAR SIMILAR io uT I L i T1' SCRr 18 SCALE: 1/4" . I'-0" ATION 1j2 "4 SLIDE ANCHORS TO CONCRETE (TYP.) I 'I :: EMBED 3" GALV GATE POST INTO CONCRETE PIER FOOTING ;LI ------------------------- FRONT ELEVATION TRASH SCREEN 8.2/ SCALE: 1/4" = 11_mX 101, NOM. 61 Z - J I U Ii 0� -----Ti`r--�� PREFINISHED METAL TOP CAP WITH DRIP EDGE (BRONZE) 2" SQUARE TUBE GALV. GATE FRAMES 4"XI2"X24" NOM. SCULPTED - MASONRY VENEER 3" PREFINISHED METAL LOUVER DOORS (BRONZE) - 3" SQUARE TUBE GALV. - - - II_ - ' „ GATE POST 8" THICK CONCRETE SLAB APPROACH 12" DIA. CONCRETE PIER FOOTING AT EACH GATE POST �z_we1.�s1Y s.�sr �. Xna�"Irsr a�neslw sresrrsr fr�r ro" THICK - CONCRETE - -SPACED..- AT ISI` EACH WAY WITH 3- CLR ON ALL SIDES Y CLEAR OPENING ' VAT I ON 10" NOM. I II I I I � I&'i NOM. STANDARD I CONCRETE MASONRY UNITS WITH VERT. REINF. (GROUT CORE FULL) i I I �4"xI2"x24" NOM. SCUPLTED MASONRY VENEER 10 I$ f— I611 WIDE x V-4" HIGH CONCRETE FOOTING WITH (2)-11 CONT. TOP AND BOTTOM UTILITY SCREEN ENCLOSI SCALE. 1/4" X 1'-0" • NOTE: CONTRACTER TO PROVIDE WEEP HOLES IN WALL FOR WATER DRAINAGE. COORDINATE LOCATIONS WITH CIVIL DRAWINGS FREFINISHED METAL TOP CAP WITH DRIP EDGE AND CLEAT 2x TREATED WOOD BLOCKING FASTENED TO WALL WITH 1/2"♦ ANCHOR BOLTS AT 48" O.C. 6" NOM. STANDARD CONCRETE MASONRY BOND BEAM WITH REINF. i v � �n I I I SIDE ELEVATION REAR SIMILAR ,82SCALE: 1/4" a 1,-0X PREFINISHED METAL TOP CAP WITH DRIP EDGE (BEYOND) 'Il 4 I „ 0 � 1 I I b I , TI I v I I I en I L____ uTILITI' ,8 SCALE: 1/4" - 1'-0" PREFINISHED METAL TOP GAP WITH DRIP EDGE PREFINISHED METAL TOP CAP WITH DRIP EDGE 4"x12"x24"" NOM. SCULPTED d"xI2"x24"" NOM. SCULPTED MASONRY VENEER OVER MASONRY VENEER OVER 6 "x8" NOM. GMU 6 "x8" NOM. CMU 3" SQUARE TUBE GALV. 3" SQUARE TUBE GALV. GATE POST GATE POST y 177 THICK CONCRETE SLAB 8" THICK CONCRETE SLAB ' 1l APPROACH APPROACH �Y H-12" DIA. CONCRETE PIER 12" DIA. CONCRETE PIER ;j FOOTING AT EACH GATE POST FOOTING AT EACH GATE POST L- VAT IONNIN nTRA.5 I SC 48 SCALE: 1/4" - 1'-0" PREFINISHED METAL TOP CAP WITH DRIP EDGE (BRONZE) 4"xl2"x24" NOM. SCULPTED MASONRY VENEER 6"x8" NOM. STANDARD CONCRETE MASONRY UNITS L (BEYOND) T ELEVATION i , v I � I ------------------------------ J SIDE ELEVATION W 0 V ;BEN ELEVATION � w 0 V 0 Q ci W z J � O O V W cn r U Z W Q r CJ 00 0 J UNc�Od� W �_ o� � U I N < Q 0 1 LI Z W ♦�//�� r o a3 V / LLJ �,) W oz00 0) �U L NS= Q O m 0I o T E C a UN o COY) W O N rj. i m a3 O (n au Q 4"xl2"x24" NOM. SCULPTED MASONRY VENEER 6 1 6"x8" NOM. STANDARD CONCRETE PREFINISHED METAL MASONRY UNITS WITH a4'a AT o TOP CAP WITH DRIP 16" O.C. (GROUT CORES FULL) .a EDGE N N W N C � >. Ivi EXP. JOINT WITH SEALANT m w -0 TL 6" THICK CONCRETE SLAB o ¢ i� O 4714 4"xl2"x24" NOM. SCULPTED MASONRY VENEER OVER �p ° o� 611i NOM. CMU o 0 AV I I -COURSE 6"x8" NOM. STANDARD a a{ CONCRETE MASONRY UNIT z (GROUT CORES FULL) �aw V Q ¢ M m I6" WIDE x 3'-4" HIGH CONCRETE O FOOTING WITH (2)-li CONT. TOP W AND BOTTOM Z E vgy Z o 1 Wa -4 ` e ° s (A 3 0 ©COPYRIGHT 2012 a G U y G v/� THIS DRAWING AND ITS DESIGN ARE THE PROPERTY jj UT I L I TY SCREEN SECTION OF ROBERT T ENGEL AND ASSOCIATES, ARCHITECTS AND IS NOT TO BE USED OR REPRODUCED WITHOUT THE PERMISSION OF ROBERT W. ENGEL AND S Si 1/2" - I'-0" ASSOCIATES, ARCHITECTS A82 L-76 2648