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7/8" THICK CEMENT PLASTER OVER 46 POST K-LATH OVER (2) LAYERS GRADED 46 POST 15 BUILDING PAPER OVER PLYWOOD (3) 1/2" DIA. x 4" A16.1 III SHEATHING 1 1/2" HEM EDGE LAG SCREWS MANUFACTURED WOOD 1"x1 16" S S TUBE 1/8" SST. BRACKET I� WOOD FRAMING, SEE / / TRUSSES @ 24" O.C. FRAMING STRUCTURAL r[118" SST. BRACKET Architecture / Development I II. 2'-0" 1 8" HEM EDGE 14901 Quorum Drive 2x BRACE @ 16' O.C. W / PLYWOOD [OMIT AT SIMILAR (HORIZONTAL) Suite 300 II J 1 1/2" HEM EDGE 3 5/8' 20ga METAL HANGERS SIMPSON LUS 24 AT EACH ISI CONDITION] Dallas Texas 75254 WITH (2) #10 METAL SCREWS END II; 2" POLYSTYRENE K NG APPL ED TOPED o ISI 7/8" CEMENT PLASTER OVER K-LATH. LATH TO Ph:(972)239-888 4 TOP & BOTTOM I 1 x1/16 S/S TUBE I ; BE CUT BEHIND CONTROL JOINTS AND WIRE TIED PLASTER BROWN COAT TO CONTROL JOINT ACCESSORY. ISSUE RECORD CD O O or O ° I� DATE DESCRIPTION II 1/8" HEM EDGE — I \� URBAN PROTOTYPE DESIGN 41 10-22-2018 ISSUED FOR PERMIT II 5/8" THK. STEEL WASHER 2,_0„ ISI II SHIM TO STUD ° ISI FRP OVER SHEATHING \__1/4" PENN SCREED PER A20.0 ❑�' ISI — — —__ — — — ❑®® (6) 1/2" DIA. x 4" LAG SCREWS ___ I 2 LAYERS OF GRADE D BUILDING PAPER 7711 uu❑®❑TIR❑MTI❑ GYP. BOARD CEILING WITH 6" 20 GA. CEILING HANGERS @ 24" 7/8" THICK CEMENT PLASTER OVER O.C. FOR ATTACHMENT I� 2" VENT SCREED HIGH RIB LATH OVER (2) LAYERS STANDARD INVERTED GRADE D BUILDING PAPER REVISION RECORD 11 1111 Ell 11 1111 El E E El 111111 SCALE EEI [IF] ❑ El FIER1111 ❑ SCALE EE� DETAIL CEILING TRANSITION ki—sc=AiLE, El EIEEIE] EIE ❑ E] EIRE] ❑ Ell] [] 1SCALOE ❑ 3"=1'-0' 1"=1'-0' 58" TYP. 1 1/4" TUBE 2'-6" 7 SEE ROOF PLAN FOR (2) 2x4 WOOD BLOCKING 8" THICK CEMENT PLASTER STEEL I / /--(TYPICAL) LOCATION SST. COUNTER (TYP.) WITH SIMPSON A34 E.E. I OVER K-LATH OVER LAYERS GRADE D BUILDING PAPER OVER TRUSS FRAMING I PLYWOOD SHEATHING Ir C-4 2 1/2"x3/8" STEEL ❑ (PERPENDICULAR RUNNER COND. SHOWN), SEE WELDED WALL DUR-RED ROOF HATCH 3/4" PLYWOOD WITH (2)SHOE 3/8"ADIA�CLAGOSCREWS, STRUCTURAL II I I C14 \ #SSH 4'-0"x4'-0"-G GLAZED CERAMIC TILE. FROM 3" EMBED (TYP.) LU I II \ WITH SAFETY RAILING BOTTOM: Q, ^ o _z -3 ROWS OF WHITE; N N w -TRIM RED; 1" 16ga SQ. TUBE STEEL FRAME. I 2" POLYSTYRENE SHAPED i -TILE W/ PALM TREES; „ „ 15 I BLOCKING APPLIED TO PLASTER g_g 48"x48" I.D. o ❑ N -TRIM RED; LOCATE AT EVERY OTHER C I I cn i A16.1 BROWN COAT -WHITE ABOVE. SHAPED BAR. II C1.4 1/2"x 1/2" SST. TRIM L, LJ 4 DEPTH WHEN ADJ. TO ° d HARDWRAP VALANCE I i STONE VENEER T. ROOF FIN.FL. TILE BASESTEEL I I FRAME. TPREVENT 1"x1"x1/8" ANGLE BRACE ° d CONC. BASE SHADOWLINES NOVERTICAL II PROFESSIONAL SEAL PROVIDE J-MOLD AT TOP OF 1'-8 13 16" MEMBERS AGAINST BACK OF II J_ _ — ❑❑��' GYP BD 3'-4, / 5" 1'-8" 5" I ❑❑❑❑ nFM-1-MM 4 A�'CF❑ Ir VALANCE. 71 WOOD ❑� SCALE I cj` F. � FRP TRIM @ D E R E Ell E Ell E 1111 ❑ EE DETAIL 'B' INTERMEDIATE NOTE: REFER DETAIL . FOR ST FRAMING, SEE I NOTE: S. NOT CONTINUE BELLY BEHIND `- a3 -; TRUSS FRP ON 5/8" GYP BD (ALL SIDES TRANSITION 1 -1'-0" REMAINDER OF NOTES. STRUCTURAL I AWNINGS. LEAVE 1" GAP FROM END OF BAND OF OPENING WOOD BLOCKING TO BRING FACE OF GYP ALUMINUM TRACK TO SLIDE I AND EDGE OF AWNINGS. BD FLUSH WITH ROOF HATCH OPENING WALL FINISH FABRIC. ATTACH TO TOP OF TUBE — (2) 1/2" HEX PER / SCREWS (TYP.) SCALE Il _ 1 [ ELEVATIONS BELLY BAND BUILDING WALL 3"= 1'-p" E FRP CORNER ❑❑ (2) 2x4 WOOD BLOCKING TRIM I I (TYP.) WITH SIMPSON A34 E.E. I I / ` I ' I ❑ ❑ El ❑ n El El El 711111111 ❑ SCALE 1117 ICE MACHINE ' FILL BOLLARD � 3/4"= V-0" WITH CONCRETE. V7/8 THICK CEMENT II 38" TYP. DOME CONCRETE / PLASTER OVER K LATH _ SODA DISPENSER - 1" ABOVE PIPE >' OVER (2) LAYERS `D 1 16ga SQ. TUBE I 2' POLYSTYRENE SHAPED 2 1/2"x3/8" STEEL i STEEL GRADE D BUILDING BLOCKING APPLIED TO RUNNER DISPENSER NOZZLE '� PAPER OVER PLYWOOD I SLOPE PLASTER BROWN COAT 1 1/4" TUBE o 3" SHEATHING I PROTOTYPE VERSION Z-BRACKETS @ 32 O.C. ATTACH TO STEEL ❑ DUR-RED ROOF HATCH 'I_ I 4" DIAMETER ^ WALL WITH (2) 3/8" DIA LAG SCREW, ❑ _ _ URBAN DESIGN (TYPICAL) �, Uj #LH 30"Tx36"-G WITH (INSIDE DIA.), 3" EMBED (TYP.) SAFETY RAILING I 1/4" THICK 'r' I Z o PROJECT NAME a' o m GALVANIZED 1" 16go SQ. TUBE STEEL FRAME PAINTED W -H 24" MAX I I STEEL PIPE WHITE I m � I N-N-O U T g_g 36"x30" LD. ❑ \ ° ° ; Z-BRACKETS ATTACHED I Of rn w ¢ ° I I FABRIC: COOLEY BRITE > TO WALL WITH (2) COLOR: RED I I BURGER Q a l 1 1 1 �° „ / _ 3/8 DIA LAG SCREW, X o ° ; - „ _ FRAME COLOR: WHITE I o Q o CORE 8 3 EMBED (TYP.) CD I i �, DIAMETER HOLE. 0 0 I I° I FILL W/ I EQ. EQ. A16.1 I I° I ROOF °, ° i SEAL RETE & _2x FRAMING, SEE LATH R P dl WITH BLACK ❑❑❑�❑®❑ STRUCTURAL I it I------ CALIFORNIA ----- GROUT AN1"x1"x1/8" ANGLE BRACE SELF-SERVE BAR II 2" 12" 3'-4" FRAME SPACING: AWNING VENDOR TO VERIFY I I I 16514 GOLDEN VALLEY PKWY 3'-0" LOCAL CODE REQUIREMENTS AND DETERMINE I I J ❑❑ SCALE SCALE FRAME MEMBER SPACING ACCORDINGLY ` _ M LATHROP, CA 95330 WOOD FRP TRIM @ 8 13/16' SELF SERV BOLLARD DETAIL 'A' END I J STONEPVENEERN ADJ. TO TRUSS TRANSITION WOOD BLOCKING TO BRING FACE OF GYP BEV BAR 112CA1E0 E ElEll] HL SESLEEE� E El E Ell] El [Ill El El ❑ III] 3/4CA11- DBELLY BAND PILASTER POP—OUT SCALE ❑ BD FLUSH WITH ROOF HATCH OPENING FRP CORNER 16 GA. x 1 5/8"' DIA. SST. PIPE I 7/8" THICK CEMENT PLASTER OVER TRIM PROVIDE J-MOLD AT TOP OF WALL FINISH PER BY R.E.F. INSTALLED BY G.C. I K-LATH OVER 2 LAYERS GRADE D NmNmOUT GYP BD ELEVATIONS I BUILDING PAPER OVER PLYWOOD I SHEATHING \BURGER II INTERM. POST @ 48" O.C. MAX. 2x FRAMING, FRP ON 5/8" GYP BD (ALL SIDES I OF OPENING) STRUCTURAL SEE I 7/8" MILCOR PLASTER STOP GOD BLESS AMERICA 2"x6" VERTICAL WOOD BLOCKING AWNING FABRIC SEALANT AND BACKER ROD 3/4> DIA. RUNNER ,p& i WELD TO TUBE EACH SIDE AT �_2"xl%1/8" TUBING BOLE ❑®�� 12" O.C. I o ERADICATED PALM TREE DESIGN I a°° 00111]❑❑�❑❑ PROJECT BER 180641 001 FRP OVER GREENBOARD '� 1/2 x2 FLAT BAR 1 ° ° MANUFACTURED STONE CAP REFER '-8 1/4" 2"x1"x1/8" WELDED TO a TUBING TUBING. SPEC ON A8.0 & A9.0 SHEET TITLE 1/4" ATTACH TO °° WALL �' ° Al I DETAILS I I ° I I I I ° G I I I I ANGLE CLIPS, EACH ° ° ° ° I I' ° I $ W/ANGLE ° ° SIMPSON A-21 BRACKET C d ° I Aldl d I I °1 I Idl 7 ° d L Q " ❑ ❑ II II° II II II I d ^i SIDE @ 61 O.C. CLIP !` J j OR EQUIVALENT I ° N ° ° FRP CORNER 2 1/2' DIAMETER CORE DRILL W/ o I ° MANUFACTURED STONE VENEER OVER 2.5 TRIM GALV. METAL LATH OVER MORTAR BED POST SET IN ANCHORING CEMENT M 3 FROM COVE BASE * & SEAL WITH BLACK GROUT I OVER 2 LAYERS GRADE D BUILDING PAPER CD CD NOTES: (U.N.O.) OVER PLYWOOD SHEATHING i 1. INSTALL BOLTS ON RAILING SO THAT EXPOSED BOLT ENDS cL I LPOINT AWAY FROM LADDER AND TO THE EXTERIOR OF THE FINISH FLOOR HATCH. NOTE: 3'-0„ I °d SHEET NUMBER Q * - LOCATE 6" FROM COVE BASE w ❑ ❑ ADJACENT TO ANSUL PULLS °° m � Al 6mO SCALE M SCALE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SCALE ❑ R ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑❑ 3CALEO ❑R ❑ ❑ ❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ R ❑ ❑❑ ❑ ❑ ❑ ❑ 3/4"=1E ❑ ❑ ❑ ❑ ❑ ❑ EER E ❑❑ EE E ❑ 1"=1'0" 3/4"= 1'-0'