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EQ. 10'-0" 10'-0" EQ. NOTES:
<br /> 1. CONTRACTOR TO MINIMIZE NUMBER OF
<br /> EXPANSION JOINTS IN PATIO WALL. 10 CAST CONCRETE CAP. DIVIDE
<br /> RECESSED SPEAKER A13.1 INTO EQUAL SECTIONS. APPLY
<br /> (2 TOTAL) 2. EXPANSION JOINT GROUT COLOR TO TWO COATS OF SEALANT.
<br /> MATCH STONE CAP. WOOD BEAM, SEE STRUCTURAL RECESSED LIGHT FIXTURE �
<br /> 8" CMU BLOCK CEILING BELOW (TYP)
<br /> W/CONCRETE FILL COLUMN BELOW Architecture / Development
<br /> I� 0 00 00
<br /> 0 (3 I 0 TUBE STEEL COLUMN, � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i 14901 Quorum Drive
<br /> �� ' !7 SEE STRUCT I Suite 300
<br /> MANUFACTURED STONE �I F -1 r F - I Dallas Texas 75254
<br /> Ld O VENEER OVER 2.5
<br /> GALV. METAL LATH -I- - �-I- - - - - -I -I- I- - �L - - JI - -' - - I- - - - -I� - -I— Fax((972)23988054
<br /> OVER MORTAR BED L - _J L - _ I
<br /> FRY REGLET VENT 2 �. •
<br /> !.• r I ISSUE RECORD
<br /> VENT SCREED o ' •. � I i I /�1 1 I I I I /�1 1 I I I ( 11 I I
<br /> ` ` DATE DESCRIPTION
<br /> "PCS-75-V-200" 00 N `�� I URBAN PROTOTYPE DESIGN
<br /> x •
<br /> i 10-22-2018 ISSUED FOR PERMIT
<br /> I I I I I S I I I I I I I
<br /> •• ,', w I I I I I I I
<br /> N ROOFING PER SPECS N 1/2" a0 I I
<br /> DENSDECK ON PLYWOOD DECKING i o
<br /> • 2"x8" THRU WALL L SKIM COAT & PAINT SURFACE OF I
<br /> CMU BLOCK AT ALL SIDES WHERE
<br /> OPENING FOR DRAINAGE VISIBLE. PAINT TO MATCH STONE RUSS FRAMING, 1EE STR CTURAL I I
<br /> C1 VISIBLE.® 8'-0" O.C. (TYPEl LLJ )
<br /> C13 Q 00
<br /> 0 13
<br /> �� ;�, MANUFACTURED STONE VENEER (REFER I
<br /> CONCRETE BASE, SEE STRUCT. SPEC ON A8.0 & A9.0 ON CMU I I I I IVqLLE, 1 4 I I I I I I I I
<br /> SLOPE TOP OF BASE AND PROVIDE
<br /> 3/4" CHAMFER. CHAMFERED EDGES
<br /> RECESSED LIGHT FIXTURE STUCCO CONTROL JOINT. OVERFLOW DRAIN ARE TO BE SMOOTH. EXPANSION JOINT El 11 R 11 ED E1111 El 11EIE111 II] �
<br /> (6 TOTAL SEE 4 A16.0 SIM. I
<br /> ) / (SIM.) OUTLET I I I I mo_ I I I I I I I I
<br /> NOTE: I REVISION RECORD
<br /> PROVIDE 2 LAYERS GRADE D BUILDING PAPER AT SHAPED PLYWOOD CORNICE F -1 - I� F �
<br /> 7 8" THICK CEMENT PLASTER UNDERSIDE OF SOFFITS BEFORE INSTALLING HIGH
<br /> OVER HIGH RIB LATH OVER 2 RIB LATH (NP). 6 -I- - I- - � - - - -I- I - �r - - �� - -I -I- - - � - - - - - - - -
<br /> 11" 2'-3" A13.1 I
<br /> LAYERS GRADE D BUILDING PAPER - 9I
<br /> ATTACHED TO TRUSSES - - - - - - - - - - -
<br /> 9
<br /> GALV. METAL COPING, 2 „ ROOFING PER SPECS 1111
<br /> �� E
<br /> E[1
<br /> E
<br /> ❑ E
<br /> SCALESCALE SEE DETAIL 3/A17.1
<br /> 1/4"= 1'-0" 1-11] 11 El 0 El H E E D H E �3/4"'=1'-0" 1/2" DENSDECK I TAPERED PLYWOOD ROOF DRAIN & OVERFLOW
<br /> 7/8" PLASTER STOP ROOF BOARD 5 4 SEE DETAIL: 10/A17.1
<br /> A13.1 \\-GALV. METAL A13.1 3" DIA. OVERFLOW DRAIN.
<br /> PLYWOOD DECKING, COPING, PAINT DAYLIGHT AT CURB FACE
<br /> 2x4 FRAMING. 3/4" L_ SEE STRUCT.
<br /> NOTES:
<br /> 1) TOP OF SEAT WALL TO REMAIN LEVEL, ADJUST HEIGHT AS — �IN TRUSS FRAMING,
<br /> ❑T MT❑R❑❑❑❑
<br /> REQ'D TO ACCOMMODATE SLOPE OF PATIO PAVEMENT. �N � SEE STRUCT. I 3" DIA. ROOF DRAIN. RUN DOWN
<br /> WOOD BEAM, SEE �� THRU ROOF AND DOWN COLUMN
<br /> STRUCTURAL 7/8" THICK CEMENT _ AND DAYLIGHT AT CURB FACE
<br /> CAST CONCRETE CAP COLOR:
<br /> I PLASTER OVER K-LATH ;�"' SCALE
<br /> SUBMIT COLOR SAMPLES FOR APPROVAL BY INO. I I OVER 2 LAYERS GRADE
<br /> D BUILDING PAPER OVER z
<br /> R F]
<br /> 1/4"= 1'0"
<br /> 1 (1) LAYER OF TYPE
<br /> SHEATHING, OVER
<br /> U STEEL COLUMN, SEE SRUCTURAL PLYWOOD SHEATHING 1 B
<br /> 1 0 13.
<br /> - 8" CMU BLOCK /
<br /> --
<br /> ' = 1 2x FRAMING, SEE STRUCT. _�-- 33'-6"
<br /> I CEMENT PLASTER FINISH - PROFESSIONAL SEAL
<br /> • DTL 13/A17.0 SIM ❑❑M — I - 2'-3" 14'-6" 14'-6" 2'-3"
<br /> I
<br /> � A�
<br /> FRY REGLET DRIP SCREED "DS-875-875" I - - - - - - - - - - - - - - - - - - - -LINE OF ROOF ABOVE
<br /> CAST CONCRETE CAP W/ , _L 1 3" PVC D.S. SEE PLAN FOR AL J r - - , F
<br /> COLUMN 1/4" RADIUS EDGES _- LOCATION I - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1,
<br /> BEYOND -I 2x OUTRIGGER BLOCKING
<br /> 4 _ _ — � - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - SII M
<br /> IIS - - - - - - - - - - - - - - -
<br /> METAL DOWEL 1 7/8" THICK CEMENT PLASTER OVER K-LATH - - - - - - - - - - - - - - CJ CJS, I I N
<br /> k I OVER 1 LAYER OF TYPE X SHEATHING I III I� Q`: } - - - - - - - - - - - - - - � I - - - - - - - - - - - - - - 'LP S�
<br /> OVER 2 LAYERS GRADE D BUILDING PAPER,
<br /> N 1" ALUMINUM U-CUT CHANNEL I III I I Ilk
<br /> - _ _ REVEAL. DO NOT PAINT SEALANT AND BACKER ROD I I I I I
<br /> - -- -8" CMU, FULLY GROUTED 1 -__ - SEAT WALL WITH PARAPET
<br /> EXCEPT AT WEEPS AND A13.1 GLASS SCREEN 10
<br /> A16.0 - EXPOSED CMU - APPLY
<br /> CONST. JOINTS I = 8' CMU BLOCK ABOVE A13.1 FRAMING
<br /> _- 1 CEMENT PLASTER TEXTURE I I SIM.
<br /> & PAINT TO MATCH WALL I I ABOVE—
<br /> &
<br /> 1"• 1" I } 1 STEEL COLUMN, SEE STRUCT.
<br /> W •• I' • I - SCALE I I I I I
<br /> •° U ° ° MANUFACTURED STONE CONC. CURB W/ 3/4 I I I =
<br /> z - - CHAMFER, SEE STRUCT. El El R El � 11 E[[1 El El El � 1"=1'0" I o
<br /> . VENEER OVER 2.5 GALV. f_ i ❑❑ I I� I I 'i
<br /> METAL LATH OVER MORTAR
<br /> BED a 1 i 1/2" EXPANSION JOINT 2'-3" ❑❑❑ 1 I I I -
<br /> r 1 ° 4
<br /> WITH SEALANT 1 TABLE AND I I I 00 PROTOTYPE VERSION
<br /> ° 0O = ° I 1 I I CONCRETE PAVING
<br /> 4 , ° EXPOSED CONCRETE BLOCK. - - CONCRETE PAVEMENT, SEE CIVIL El MM❑R=�nn 1/4" / FT. I I� SEE CIVIL I BENCHES BY OWNER I I I URBAN DESIGN
<br /> `D ° - I \Ij
<br /> TEXTURE & PAINT TO MATCH • .• , I j O �,
<br /> ° 4, 4
<br /> N WALL (TYP) •4 .•�� 4,� _ ❑��❑❑� NOTE: I I I 7 I I I I PROJECT NAME
<br /> ° ,° , 4 a 4. - ', °� \�• • -___• . REFER TO DETAIL 6 FOR + +
<br /> _ _ - = CONNECT TO A17.0
<br /> -i1-1 4 II-III III III IIII STORM DRAIN
<br /> ADDITIONAL INFORMATION III I I I I 10 T
<br /> °, , IIIIIIII -JIIJIIIIIIIIIIIIIIi 1
<br /> ° 41
<br /> p b. d a III-1-°• •• • °II IL I ��I-r ttr�r___ I r3 I I
<br /> 4 , . u< • s . CONCRETE FOUNDATION, TRUSS FRAMING, SEE STRUCT. ; I , Q_ O�,
<br /> ' BURGER
<br /> a ° d 4.
<br /> 4 ° ° a ° a ° '. •• ° 4 SEE STRUCTURAL
<br /> T_I ° -
<br /> -1TI-1 WOOD BEAM, SEE STRUCT. I I I L - - - - - - - - -
<br /> - - - - J I I N
<br /> I L - - - - - - - - - — - - - - - - - - -
<br /> - - - - - — - - - - - - - - - -
<br /> iIIIIIIIIIIII-1 I I-1 I I-III- - - - -
<br /> COLUMN BEYOND + +
<br /> - - - - - � LATHR P
<br /> 111111
<br /> ❑ ❑ DUE]
<br /> 111111111111
<br /> ❑❑M PARAPET FRAMING ABOVE 4 CEMENT PLASTER
<br /> ❑�S�CA�LE�� ❑ El
<br /> ❑ alm
<br /> ❑ � ❑ ❑ ❑❑ 1/2CA1E0 El[1fl OVER CMU COLUMN CALIFORNIA
<br /> 3" PVC, DAYLIGHT AT CURB
<br /> I FACE AT DRIVE-THRU LANE 16514 GOLDEN VALLEY PKWY
<br /> ROOFING MEMBRANE ON 1/2"
<br /> DENSDECK, REF SPECS 2x FRAMING, SEE STRUCT. L J ❑❑ LATHROP, CA 95330
<br /> 1 TRUSS, SEE SLOPE: 1/4"CPERAFOOT TAPERED PLYWOOD — TOP OF PARAPET ❑�❑
<br /> I I CRICKET °
<br /> * SCALE El
<br /> El
<br /> EIE]
<br /> El
<br /> R HE EIE
<br /> El
<br /> SCALE ❑
<br /> E 11 R11 ED 11 [IT] 111111 ED 1 = 1'0' 114"=1'0'
<br /> 1 EXTERIOR PAINT KEY NOTES FINISH KEY NOTES
<br /> — — — — I BOT OF BEAM ❑❑� DUNN EDWARDS COLOR #: DEW 339 COLOR NAME: BONE CHINA STUCCO - MEDIUM SAND FLOAT TEXTURE FINISH. PAINT ❑❑�
<br /> THICK CEMENT PLASTER OVER 1 == I ❑❑� DUNN EDWARDS COLOR #: W10-221 COLOR NAME: SAFETY RED STONE VENEER - CARMEL MOUNTAIN EASTERN LEDGE BY CORONADO STONE WITH MATCHING I NmNmOUT
<br /> A13.1 HIGH RIB LATH OVER 2 LAYERS 1 __ I SEE EXTERIOR PAINT SCHEDULE ON A8.0 FOR ALTERNATE MANUFACTURERS. �CORONADO STONE WAINSCOT SILL. APPLY PER MFR RECOMMENDATIONS. DRY STACK. `BURGER(D
<br /> GRADE D BUILDING PAPER ATTACHED -
<br /> TO TRUSSES i = i STUCCO CONTROL ❑❑� GALVANIZED FLASHING STUCCO CONTROL GALVANIZED FLASHING ❑❑� GOD BLESS AMERICA
<br /> WOOD BEAM, SEE STRUCTURALJ - JOINT. SEE 4/A16.0 PAINT ❑❑� JOINT. SEE 4/A16.0 PAINT
<br /> 8" CMU BLOCK I I ❑❑�
<br /> ��MM❑R❑❑--
<br /> STEEL COLUMN, SEE STRUCTURAL
<br /> 7/8" THICK CEMENT PLASTER I = I — —
<br /> 1" ALUMINUM U-CUT ❑�®❑❑M PROJECT NUMBER
<br /> CHANNEL REVEAL. DO 180641.001
<br /> NOT PAINT
<br /> - I SHEET TITLE
<br /> CONCRETE CURB, SEE STRUCTURAL 1 I ❑❑� ❑❑� PATIO PLANS,
<br /> 1/2" EXPANSION JOINT WTIH SEALANT I I El E ELEVATIONS,
<br /> E _-
<br /> CONCRETE PAVEMENT, SEE CIVIL -
<br /> . • . I , . • .4 I 10 SECTIONS, & DETAILS
<br /> • °�. I T.O. SLAB �❑���, A13.1
<br /> • C NCRETE CURB
<br /> `"
<br /> o III-III-1111 I I1=1�I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I 1=1 I I,I -I fit�I-I - =�C� �C� �C� � L �� L �C� I__
<br /> 01
<br /> w =1 11 1=1 1= 1 1=1 11 11 1=1 IMI I
<br /> SHEET NUMBER
<br /> -III III : u !I: III III III -1 III III III III III-III III-III III III IIII ;11 ' u ; :• fi_I l ❑m'
<br /> � III III- •. III III-III III-III III 1111�I III-1 I I III-ITI I�I-ITI III III-III IIIIII-III I I I
<br /> Q � '=1 11=1�I . . 1=1 11=ITI1 1 11 1 11 11=1 I I-I i I �'�- _"�=1 I I-1 I I-1 1 11 1 11�11 11=1 I I-I I I I I I ���❑❑❑
<br /> -III __ ' III-III;III-I 111 '-- ' ' _ N 'A' N 'B'
<br /> -��-���-i i I-ITI-I 11=1 I- - '- _
<br /> ELEVATION ELEVATION CONCRETE CURB
<br /> m � --'�I-III-III-i i � =ITI=1 11=1 I I=1 i 1=i i i-��'-' ���_i I I=1�ISI�I�_I�=1 I I_I 11Al 3ol
<br /> zZ ❑ ❑ ❑ ❑� ❑ ❑ ❑ ❑ ❑ ❑ SCALE ❑ ❑ ❑❑ ❑ ❑ ❑� ❑ ❑ SCALE
<br /> ca_ a_ Lli3/8"=1'-0' 114"= 1'-0'
<br />
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