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ROOFING PER SPECS ROOFING PER SPECS EXTERIOR SIDE GALV. METAL COPING OVER FELT OVER 1/2" PLYWOOD 1/2" THICK CEMENT PLASTER 8"0 GALVANIZED PIPE POST.
<br /> (PROVIDE STANDING SEAM @ 10'-0" O.C.) (BROWN AND FINISH COAT) ON FILL WITH CONC. PARGE TOP.
<br /> - - -- - -- - � 1/2" DENSDECK ON PLYWOOD - -- - - - - 1/2" DENSDECK ON = CLEAT EA SIDE 3Z4" PER FT. 2x FRAMING SMOOINTERITH
<br /> OXT TRASH ENCLOSURE,
<br /> PLYWOOD „
<br /> ❑❑�'❑ I I 2x ROOF FRAMING RIPPED ❑❑�'❑ I I ° ° �u� - 1/2" DENSDECK 16"x16" CMU COLUMN 4
<br /> ❑�❑®❑❑❑® TO SLOPE, SEE STRUCT. III®1111❑❑II I _ I 2x ROOF FRAMING RIPPED - ❑� _ ON PLYWOOD FFFT 11 Architecture / Development
<br /> ❑ I TO SLOPE, SEE STRUCT. SEALANT ❑ ROOFING PER 8„ CMU WALL,
<br /> �' EA SIDE SEE STRUCT.
<br /> • • °.
<br /> 13. i 13. SLOTTED RECEIVING SPECS 14901 Quorum Drive
<br /> M I PLATE CEMENT PLASTER ° - ° °° ° Suite 300
<br /> METAL GATE
<br /> �� 2x FASCIA
<br /> 1/4" PER FT. FINISH - SEE Dallas Texas 75254
<br /> - - - 3/4 0 SLIDE BOLT & i /
<br /> ❑❑®❑❑M ❑�M❑ 13/A17.0 SIM - - - -
<br /> 1 4" x 4" WIDE STEEL BAR MOUNTING BOX, REF SHAPED PLYWOOD °b ° ° Fir,: ( 92�239-sss4
<br /> - - - - - - 8" CMU LINTEL, - - / 03/A13.0 CORNICE STONE WATERTABLE ° ° 4 Fax: (972)239-5054
<br /> -9 PROVIDE SLOPED CAP SEE STRUCT -- @ ACTIVE LEAF OF DOUBLE
<br /> WITH GROUT SHAPE GATES EXTERIOR SIDE BELOW - - - - - _ "ELITE POWER HINGE" WELD ISSUE RECORD
<br /> N 7/8 THICK CEMENT PLASTER ( ) 3 16 TYR � i i TO PIPE AND GATE FRAME DATE DESCRIPTION
<br /> = OVER HIGH RIB LATH OVER 2 2"x2"x3/16" STEEL ANGLE FRAME / 3/16" DRAINAGE 2x ROOF FRAMING
<br /> LAYERS GRADE D BUILDING RIPPED TO SLOPE, 2016 CLASSIC PROTOTYPE 16C.2
<br /> 7/8" THICK CEMENT PLASTER PAPER ATTACHED TO TRUSSES HOLES @ BOTTOM 2x4 BLOCKING VENT LINE WHERE OCCURS ON CONCRETE CURB (IF OCCURS) 10-11-2018 ISSUED FOR PERMIT
<br /> OVER HIGH RIB LATH OVER 2 CEMENT PLASTER FINISH - - _ SEE STRUCT. WHERE SHOWN ON FLOOR PLAN TO ALIGN WITH OUTSIDE EDGE
<br /> 8" CMU LINTEL, SEE STRUCT LAYERS GRADE D BUILDING SEE 13/A17.0 SIM ° ° ° ° WOOD BEAM, SEE OF CMU WALL
<br /> PAPER ATTACHED TO TRUSSES - ❑11�' STRUCT.
<br /> 1/2 THICK CEMENT ®�I M - - SCALE
<br /> 8" CMU, SEE STRUCT ❑
<br /> FOR ADDITIONAL/A13.0 1" O 12" 72" 42" 1'-12" ❑ ❑ [111 ❑ [Ell 111111 ❑ ❑ D [111 ❑EE 1"=1'0" E
<br /> 01
<br /> 1/2" THICK CEMENT PLASTER. 1111 _ INFORMATION 3/16" STEEL BAR, 2" V18 GA. METAL 2 2x BLOCKING FRY REGLET VENT 2 VENT
<br /> / WIDE CONTINUOUS @ DECK PANEL FRY REGLET DRIP SCREED DS-875-875 "PCS-75-V-200"
<br /> " PIPE BOLLARD
<br /> _ SEE 4/A13.0 FOR ADDITIONAL o ❑M __ SCREED PCS-75-V-200 2
<br /> CEMENT PLASTER FINISH - - INFORMATION o TOP, BOTTOM, & 3/16 TYP 7/8" THICK CEMENT PLASTER OVER HIGH RIB LATH (ALL SIDES) �„ METAL GATE 1 " 5" 1" 2"
<br /> / _ SIDES OF GATE OVER 2 LAYERS GRADE D BUILDING PAPER 1�
<br /> SEE 13 A17.0 SIM -_ - - 16 CMU COLUMN, R3/16'INx 1L1/2"WSLOT
<br /> C SEE STRUCT Ps,,�c=ALE,,-
<br /> SCALE1111 - _ -1111 _ao ❑ ❑ 1111 ❑ 1111 ❑ ❑ 1111 1111 11E� 1111 R ❑ E[] ❑ Ell] E 1111 [[E 1112 1 0 ❑
<br /> 1111 1/2" FIBER EXPANSION 1111 „ TYP. REVISION RECORD
<br /> SEALANT JOINT WITH SEALANT SEALANT - 1/2 FIBER EXPANSION 3/4 0 SLIDE BOLT & 3/16 "ELITE POWER HINGE" (COORDINATE J0 L
<br /> ❑❑❑❑����, JOINT WITH SEALANT MOUNTING BOX, REF TYP.
<br /> — i 03/A13.0. CUT 1/2" OFF OF _ 3 6 TO AVOID ANCHOR HOLES LOCKING TABS W/ 3/8"
<br /> ) SLOT, WELD 1 TO BOTTOM " 4"A-1/2"x2"0/16"
<br /> 8%8" CONT. CONC. CURB TYPICAL SLIDE BOLT LENGTH MOUNTING BOX
<br /> MANUFACTURED STONE VENEER 8"x8" CONT. CONC. CURB MANUFACTURED STONE I = AT THIS LOCATION. CUT 1" x o � o ALIGN:::�
<br /> � � OF SLIDE BOLT HANDLE
<br /> 1 AND 1 TO MOUNTING BOX
<br /> METAL GATE ELEV A
<br /> AND CAP ON METAL LATH � . VENEER AND CAP ON METAL � _ - 13/16 SLOT IN JAMB -- - SHAPED MOUNTING PLATE
<br /> REFER SPEC THIS SHEET 6" CONC. SLAB, SEE STRUCT. LATH. SEE SPEC THIS SHEET _ = 6" CONC. SLAB, SEE
<br /> z STRUCT. F -- PROVIDE HOLES FOR CEMENT PLASTER FINISH ELEV 'B' BELOW, WELD TO BOLLARD
<br /> - - PAD LOCK BY OWNER
<br /> 7 ACCESS TO ANCHORS. -�� - SEE 13/A17.0 SIM
<br /> ° ° ° - ° ° L J PCOVER LASTICWCAP.WHITE ° SLIDE BOLT SLEEVE, EA.
<br /> E ADJACENT SIDE
<br /> 1111 E000 11 °° ° 1111�❑❑❑ _ ° °< 71 41 ° 3/4" 0 SLIDE BOLT
<br /> 3/16" x 3" WIDE STEEL BAR 3/16 DRAINAGE o ° o ° 2�� 4„ DOUBLE GATE °
<br /> GRADE PAVEMENT, ° ° ° ° - HOLES @ BOTTOM 2-1/4"x3/16" STEEL a a SINGLE GATE @
<br /> GRADE / PAVEMENT, / Ff. 3x5 x1/4 x6 0 PRIVACY PLATE WELDED I � - COMPACTOR
<br /> SEE CIVIL ° ° ° SEE CIVIL ° ° TO STEEL TUBE 1111
<br /> °° ° ° °< ° METAL POST ° \7;7&
<br /> ❑
<br /> EXPOSED CMU - APPLY ° ° ° ° ° ° EXPOSED CMU - APPLY ° ° ° TYP. 3 16 8" CMU WALL, SEE STRUCT.
<br /> CEMENT PLASTER TEXTURE ° ° ° ° ° CEMENT PLASTER TEXTURE ° ° ° ° 2"x2"x3/16" STEEL 18 GA METAL DECK PANEL RECEIVING PLATE W/
<br /> & PAINT TO MATCH WALL a ° ° ° & PAINT TO MATCH WALL ° ° 3"x5"x1 4"x6'-0" TALL 1/2 THICK CEMENT >� 4%9-1/2%2%3/16"
<br /> s ° ° ° 4 ° ° ° ANGLE FRAME 3/16" STEEL BAR, 2" WIDE STEEL POST. PLASTER. SEE 4/A13.0 FOR z3/4" 0 SLIDE BOLT 13/16 x 1 1/2 SLOT PLAN 1111 MOUNTING BOX
<br /> CONC FOOTING, CONC FOOTING, CONTINUOUS @ TOP, BOTTOM, & ADDITIONAL INFORMATION HINGE BELOW
<br /> SEE STRUCT SEE STRUCT TYP' 3 16 SIDES OF GATE ANCHOR (4 LOCATIONS PER JAMB) ❑
<br /> ❑ ❑ [IIIH] ❑ 1111111111 SCALE 1:11] ❑ ❑ 11EIIII ❑ El El 111] ❑ SCALE El M E El
<br /> 1111 El El El III] El EIE] 3O El MAN GATE—HINGE JAMB 1SCALEO El El El M 1111111111 R E[] 1111❑ =11 ❑ 1 1S2 ALE 0 E
<br /> 1/2' =1'-0' 1/2' =1'-0'
<br /> WATER PIPES - PROVIDE HEAT MOUNTING PLATE & ASTRAGAL AT _ _ _ _ _ _ _ _ - - - _ GALV. METAL COPING OVER ROOFING 1111 PROFESSIONAL SEAL
<br /> TRACE & INSUL AS SPEC /_U-BRACKETS BEY. GREASE LINE VENT
<br /> • RACKETS MEMBRANE OVER 1/2" PLYWOOD nn
<br /> "ELITE POWER HINGE" \ PENETRATION PROVIDE SEAM @ 10'-0" O.C. 1 -4 17'-4" 1'-4" ARC
<br /> INT. FACE OF CMU TO BE CUT OUT z 4 4 1/4" STL PL WELD TO POST \ PANEL 'F' LOCATION. SEE '.
<br /> TO ALLOW ACCESS TO WATER LINES °I' \ 8x8 CONC. CURB
<br /> T GREASE LINE VENT ELECTRICAL DRAWINGS � �� �
<br /> FOR HEAT TAPE INSTALL I (❑ -J -- \ -- - - - - - - - - - - - P' '
<br /> 8 GALVANIZED \ \ FOR TRENCH DRAIN, i i✓
<br /> 2"x2%3/16" PAINTED POST, FILL WITH REFER TO PLUMBING * 2 A
<br /> NOTE: ~� 12x12" GALV METAL Ji i STEEL TUBE GATE CONCRETE \\ , SITE PLAN 0
<br /> WHERE WATER LINES ARE IN CONTACT WITH ACCESS PLATE W/ HOLD OPEN FRAME CMU CO UMN BE OW, TYP. - - - - - - - - _1F - -1
<br /> GATE DOOR WELDED \
<br /> CONCRETE OR GROUT, WRAP LINES WITH DOUBLE PLAN 1/4" RADIUS EDGES TO HINGE \ CANE BOLT HOLE. RECYCLING BIN I I II m II RACK Ij
<br /> i i I I i i 1 DIA. STEEL PIPE
<br /> LAYER OF 40# FELT. i i I I I \ i i POSITION @ 110°
<br /> MOUNTING BOLT WELDED TO GATE 1"x1/4" THICK FLAT \ i i & @CLOSED �' (2 CU YDS.) I ICLEARxSPACEII o Q I� - \
<br /> FRAME DIAGONAL BRACE, WELD TO \ I I — — �I o o IF -1
<br /> L - - - - - - - ❑ I V) I BUN
<br /> CEMENT PLASTER FINISH - FRAME AND TACK TO EACH - � cn
<br /> SEE 13/A17.0 SIM CONC. SLAB, 3/4" BENT STEEL a' ROOFING I'ER SPECS ON I " I Po4cK
<br /> PANEL RIB i TRENCH DRAIN REFER 18 -8
<br /> REFER TO CIVIL CANE BOLT in 1,/2 DENSDECK OiN TO PLUMBING DWGS.
<br /> 1/2" THICK CEMENT PLASTER ° / M
<br /> PLYWOOD DECKING IIIII
<br /> SEALANT '°° ° ° / 2� ROOF FRAMING RIPPED PAIR 4'-6"W x 5'-9"H _ III
<br /> GATE: T SLOPE, SEE S RUCT. J❑
<br /> BOLT HOLE. SEE / / i i GATES HINGED ON 8" °
<br /> 8" CMU WALL. SEE STRUCT. FAUCET AS SPECIFIED SECT. INTERIOR ELEV. PLAN FOR LOCATIONS 2"x2%3/16" ANGLE FRAME / BOLLARDS o� IIIII HOT & COLD HOSE ❑
<br /> W/ 18 GA. METAL DECK / F- -1 F- -i F- -1 El
<br /> 0O IIIII BIBB. SEE PLUMBING 00 0 00
<br /> MANUFACTURED STONE VENEER SCALE WALL PANEL / / wo IIIII DWGS
<br /> AND CAP ON METAL LATH ❑ ❑ [1111111111111
<br /> _ 11E
<br /> o �o 00 0
<br /> / i I I I I I I 0- i N PROTOTYPE VERSION
<br /> NO GROUT AT THESE BLOCKS - 1 112"=1'-0 / i I I I I I I U)o i 1111 IIIII ❑ u �i ❑C � 7 6C.2
<br /> REFER SPEC THIS SHEET ;� 1 00
<br /> EQ. 4'-0" 4'-0" EQ.
<br /> Ty 3 16 // I I I I I 11111 - 1111 n❑" ❑ u
<br /> PLANZ___12"x12" GALV METAL ACCESS / i IV_J L _J I J i CANE BOLT HOLE AT - -- I IIIII '-68" LIGHT SWITCH, F ❑ PROJECT NAME
<br /> lqqwlECESSED LIGHT IXTURES OPEN POSITION ONLY. r - - - - - I �
<br /> PLATE W/ 1/4 RADIUS EDGES CONC. SLAB, SEE CIVIL - - - - - - - - - - - - - f LOCATE @ 90° o IIIII - - - I I I I N N 0 UT
<br /> EXPOSED CMU - APPLY [r,----INT.
<br /> o _ T CEILING BELOW IIIII00
<br /> CEMENT PLASTER TEXTUREJ I I VERTICAL TRASH I I LIGHT SWITCH, I z
<br /> RECESSED LIGHT i ROOF DRAIN, SEE i
<br /> FACE OF CMU TO BE �, CANE BOLT ON IIIII I I COMPACTOR I I 48 AFF. 10
<br /> I Z I BURGER
<br /> & PAINT TO MATCH WALL CUT OUT TO ALLOW ACCESS FIXTURES ° a TAPERED DETAIL 10/A17.1 INTERIOR (TYP.) IIIII
<br /> TO WATER LINES FOR HEAT C ° 4 a I MODEL S-V2S I I I I 8'
<br /> GRADE TAPE INSTALL a a a d a LYWOOD �❑n 1111 O.D. .D. 5'-9"W x 5'-9"H LO illI -- - - I 1111 L - -1
<br /> - - a FRY REGLET VENT a a - - - -
<br /> a a 2" VENT SCREED a u GATE HINGED ON - L
<br /> III- „ a ❑ r, �_ _ r� �� '14-
<br /> 4 STANTON
<br /> -I IITII IITII IITII IITII IITII IITII IITI11111 ° PCS-75-V-200 8 BOLLARD 1 i I I i
<br /> T
<br /> =1T ITITI-ITI-ITIITI-ITI ° a ° a - - - -
<br /> III III III III 11 cn a ° o
<br /> � 1'-1�" - - u u - 3ONNECT 1111 CALIFORNIA
<br /> _ _ _ = 2 CANE BOLT HOLE AT
<br /> c
<br /> III1111111111111111111111 8x8 CONC CURB Cl- 1111 �❑11 TO STORM. 1111❑
<br /> L-1 STUCCO C.J. SEE TYR w a 1 1111
<br /> CONC FOOTING. 111111 o J a OPEN POSITION ONLY. ❑
<br /> SEE STRUCT. - r 4/A16.0 (SIM.):1--z - 3 DIA. ROOF DRAIN. RUN DOWN THRU ROOF DOWN LOCATE @ 110 2'_g" 12975 BEACH BLVD
<br /> � TO CMU COLUMN AND CONNECT TO STORM DRAIN. 7'-4" 1 -4„ 4-8" M.O.
<br /> HOT & COLD WATER a a a a m CONC. FOOTING NJ' a - 3" DIA. OVERFLOW DRAIN. RUN DOWN THRU ROOF GUIDE RAILS WITH STOPS BY COMPACTOR 1 -4 20'-0" '-4" "V-41
<br /> STANTON, CA 90680
<br /> a AND OUT 1 BELOW CLG. TO SPILL OUT INTO TRASH ( ) / �u CANE BOLT HOLE AT
<br /> 11
<br /> LINES. SEE PLUMBING ° °a a a „
<br /> MANUF. VERIFY LOCATION AT SITE
<br /> � ° 7/8 THICK CEMENT PLASTER OVER HIGH ENCLOSURE 3 -10 1 2 W x 5 -9 H
<br /> RIB LATH OVER 2 LAYERS GRADE D OVERFLOW 1,-8„ GATE HINGED ON 3x5 TS 1111 OPEN POSITION ONLY
<br /> BUILDING PAPER ATTACHED TO TRUSSES OUTLET
<br /> ❑ E Ll Ll Ell Lffl Ell El Ll Ll Ell 314'CA1E0 ❑ R ❑ ❑ 118CA1E0 Li GATE HINGE DETA1L[=,s,,c=A=,LEo ❑ R E E LIE ❑ El SCALE SCALE
<br /> 1/4"=1'-01, Ll Ll LILI ❑ R ❑ LILI ❑ 114"=l'-0" Ll
<br /> EXTERIOR PAINT KEY NOTES FINISH KEY NOTES
<br /> ❑❑� DUNN EDWARDS COLOR #: DEW 339 COLOR NAME: BONE CHINA Fi STUCCO - MEDIUM SAND FLOAT TEXTURE FINISH. PAINT ❑❑� NoNmOUT
<br /> ❑� DUNN EDWARDS COLOR #: W10-221 COLOR NAME: SAFETY RED STONE VENEER - CARMEL MOUNTAIN EASTERN LEDGE BY CORONADO STONE WITH MATCHING \BURGER@
<br /> CORONADO STONE WAINSCOT SILL. APPLY PER MFR RECOMMENDATIONS. DRY STACK. STUCCO CONTROL JT. SEE 4/A16.0 GALV. METAL COPING, STUCCO CONTROL JT.
<br /> SEE EXTERIOR PAINT SCHEDULE ON A8.0 FOR ALTERNATE MANUFACTURERS. PAINT WITH 1111® SEE 4/A16.0 —11❑� GOD BLESS AMERICA
<br /> GALV. METAL COPING,
<br /> 1111®1111❑®
<br /> PAINT WITH 1111®
<br /> 11❑�
<br /> 1111®❑❑M
<br /> STUCCO CONTROL ❑ OPEN GATE: 2"x2"x3/16" ANGLE FRAME WITH OPEN OPEN II OPEN
<br /> OPEN JT. SEE 4/A16.0 18 GA METAL DECK WALL PANEL. (2) I i F� PROJECT NUMBER
<br /> 1%1/4" THICK DIAG. BRACE WELDED ❑ ❑ I 1111 L M
<br /> ❑ 1111 ❑ TO FRAME AND TACK WELDED TO EACH 1111 ❑❑ I 180832
<br /> 1111 1111 1111 PANEL RIB, PAINT = ❑ ❑ 3" PVC, CONNECT I ❑
<br /> 773 TO STORM. I I SHEET TITLE
<br /> 8" GATE HINGE I ❑ I I
<br /> POST, PAINT ❑❑� I 2"x2"x3/16" ANGLE FRAME WITH 18 I I TRASH ENCLOSURE
<br /> C14 DECK WALL PANEL AND
<br /> `� II I 1%1/4" THICK DAG BRACE AND I —❑®®
<br /> — - -- _� SINGLE CANE BOLT. PAINT �❑®1111❑❑�❑❑ gK PLANS ELEVATIONS
<br /> —�� C ❑� � �� 8 GATE HINGE POST, SCC O SCC
<br /> ��-- ��-
<br /> —��- LOCATE CANE BOLT AT INTERIOR SIDE —��r'-❑-
<br /> � PAINT u u u l I � T--- �-� T--
<br /> -- �❑ � -- OF GATE. CANE BOLT HOLE AT OPEN
<br /> -=� - - _zG- - ❑- POSITION ONLY. G _ s_ - - G- - ❑w'
<br /> -�- r —
<br /> CZ)C"i ?—
<br /> - 1111®❑❑❑0
<br /> 0 SLIDE BOLT, - nn -
<br /> o ��������®� REF 3 A13.0. ���������� SLIDE BOLT REF 8 A13.0 ���������� ❑ ❑❑❑❑❑❑�❑®❑ SHEET NUMBER
<br /> / / PROVIDE 2" GAP
<br /> CANE BOLT. LOCATE AT INTERIOR FACE OF GATE. DRILL AT METAL JAMB
<br /> HOLES IN PAVEMENT FOR CANE BOLTS PER PLAN. AND PAVEMENT
<br /> Q
<br /> Cn
<br /> 00
<br /> ❑ ❑❑ ❑ ❑ ❑❑ ❑ ❑ 1/4"CA 1 EO„ ❑ 3mO
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