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7/8" THICK CEMENT PLASTER OVER 4x6 POST <br /> K-LATH OVER (2) LAYERS GRADE D 4x6 POST <br /> 15 BUILDING PAPER OVER PLYWOOD (3) 1/2" DIA. x 4" <br /> A16.1 \ I SHEATHING 1 1/2" HEM EDGE LAG SCREWS <br /> r — — WOOD FRAMING, SEE 1"x1/16" S/S TUBE 1/8" SST. BRACKET MANUFACTURED WOOD <br /> 1;RUCTURAL TRUSSES @ 24" O.C. II <br /> SLOPE 1/4" , FRAMING Architecture / Development <br /> 1/8' SST. BRACKET <br /> I II <br /> /2 - 1/8" HEM EDGE 14901 Quorum Drive <br /> I II I 3 5/8" 20ga METAL HANGERS 2x BRACE 4 16" O.C. W/ II� CONDITION] <br /> AT SIMILAR (HORIZONTAL) Suite 300 <br /> 1 1/2' HEM EDGE WITH (2) #10 METAL SCREWS SIMPSON <br /> DPSON LUS 24 AT EACH III Dallas Texas 75254 <br /> 2 POLYSTYRENE SHAPED TOP & BOTTOM III 7/8" CEMENT PLASTER OVER K-LATH. LATH TO Ph: (972)239-8884 <br /> BLOCKING APPLIED TO c- 1"xl 16" S S TUBE Fax: (972)239-5054 <br /> PLASTER BROWN COAT / / II BE <br /> CONTROHIN JOINT ACCESSORY.S AND WIRE TIED <br /> I � �_ ° II ISSUE RECORD <br /> o c- �- © © © © ° II DATE DESCRIPTION <br /> II - 1/8" HEM EDGE — 10 II \ URBAN PROTOTYPE <br /> II 5/8" THK. STEEL WASHER - ii 7-7-2020 ISSUED FOR PERMIT <br /> 2' 0" <br /> SHIM TO STUD <br /> FRP OVER SHEATHING ° , ° ° II \\--1/4" PENN SCREED <br /> I \ PER A20.0 — 9'� III <br /> MI 2 LAYERS OF GRADE D BUILDING PAPER <br /> _10'-0 1/44"" (6) 1/2" DIA. x 4" LAG SCREWS <br /> / BOT OF FRAMING II' <br /> GYP. BOARD CEILING WITH 6' 20 <br /> GA. CEILING HANGERS ® 24" III <br /> 7/8" THICK CEMENT PLASTER OVER O.C. FOR ATTACHMENT II <br /> 2" VENT SCREED HIGH RIB LATH OVER (2) LAYERS STANDARD INVERTED <br /> GRADE D BUILDING PAPER <br /> REVISION RECORD <br /> DETAIL BULKHEAD <br /> SCALE 16 SHELVING BRACKETS 1SCALE"=10 113 DETAIL CEILING TRANSITION 1SCALEO 8 STUCCO CONTROL JOINT 1SCALEO 4 <br /> 58" TYP. 1 1/4" TUBE 2'-6° 7/8" THICK CEMENT PLASTER <br /> STEEL/-- SEE ROOF PLAN FOR (2) 2x4 WOOD BLOCKING <br /> (2) LAYERS(TYPICAL) LOCATION SST. COUNTER OVER(TYP.) WITH SIMPSON A34 E.E. I GRADE KD BUILDING RPAPER OVER <br /> 2 1/2"x3/8" STEEL TRUSS FRAMING I SLOPE 1/4"/1' PLYWOOD SHEATHING <br /> (PERPENDICULAR <br /> RUNNER COND. SHHOWN), SEE <br /> 3/4" PLYWOOD WELDED SHOE ATTACH TO WALL STRUCTURAL <br /> DUR-RED ROOF HATCH WITH (2) 3/8" DIA. LAG SCREWS, I II <br /> W \ #SSH 4'-O"x4'-0"-G GLAZED CERAMIC TILE. FROM 3" EMBED (TYP.) I II <br /> WITH SAFETY RAILING BOTTOM: <br /> a, o z -3 ROWS OF WHITE; <br /> _ II <br /> N W -TRIM RED; 1" 16ga SQ. TUBE STEEL FRAME. 2" POLYSTYRENE SHAPED <br /> i -TILE W/ PALM TREES; „ „ 15 I BLOCKING APPLIED TO PLASTER <br /> g_g 48"x48" I.D. /q N -TRIM RED; LOCATE AT EVERY OTHER C <br /> W i A16.1 I BROWN COAT <br /> -WHITE ABOVE. SHAPED BAR. 41 <br /> III I i <br /> „ I I o <br /> 1/2 x1/2" SST. TRIM I ; 4" DEPTH WHEN ADJ. TO <br /> Lf j <br /> a ° HARDWRAP VALANCE I i STONE VENEER <br /> ff <br /> ROOF FIN.FL. °° <br /> TILE BASE „ „ <br /> ' 7 <br /> C SHAPED 1 16 GA TUBE " <br /> ° ° a ° STEEL FRAME. TO PREVENT II 2 2 I <br /> _MOLD AT TOP OF 1"x1"x1/8" ANGLE BRACE ° ° CONC. BASE SHADOW LINES NO VERTICAL I i PROFESSIONAL SEAL <br /> PROVIDE 1'-8 13 16" „ MEMBERS AGAINST BACK OF II 4— <br /> + <br /> 10'-01/4" <br /> GYP BD 3 -4 / 5't 1 -8 5 VALANCE. I BOT OF FOAM <br /> WOOD B SCALE <br /> FRP TRIM ® SERVING COUNTER 12 NOTE: REFER DETAIL 'A' FOR 2x FRAMING, SEE I NOTE: DO NOT CONTINUE BELLY BEHIND GE <br /> TRUSS FRP ON 5/8" GYP BD (ALL SIDES TRANSITION 1"=1'0" DETAIL B INTERMEDIATE REMAINDER OF NOTES. STRUCTURAL I AWNINGS. LEAVE 1" GAP FROM END OF BAND <br /> OF OPENING) <br /> WOOD BLOCKING TO BRING FACE OF GYP ALUMINUM TRACK TO SLIDE I AND EDGE OF AWNINGS. <br /> BD FLUSH WITH ROOF HATCH OPENING WALL FINISH FABRIC. ATTACH TO TOP OF TUBEPER <br /> — (2) 1/2" HEX SE 30 r1 <br /> ELEVATIONS / SCREWS (TYP.) SCALEOF <br /> FRP CORNER _ F (2) 2x4 WOOD BLOCKING / BELLY BAND BUILDING WALL 3"= 1'-0" 3 <br /> TRIM — (TYP.) WITH SIMPSON A34 E.E. <br /> I � <br /> SCALE ICE MACHINE <br /> FILL BOLLARD <br /> EQUIPMENT HATCH 3/4"=1'-0" 15i I / -1, <br /> 3'-2 3/4" DOME WITH CCOON RETE \NCRETE. V / 7/8" THICK CEMENT <br /> PLASTER OVER K-LATH it <br /> SODA DISPENSER - 1" ABOVE PIPE 1" 16 a SQ. TUBE OVER (2) LAYERS I 2" POLYSTYRENE SHAPED <br /> I `D g GRADE D BUILDING SLOPE 1/4"/1' <br /> 2 1/2"x3/8" STEEL DISPENSER NOZZLE M STEEL PAPER OVER PLYWOOD BLOCKING APPLIED TO <br /> 1 1/4" TUBE o RUNNER 3 I i i PLASTER BROWN COAT PROTOTYPE VERSION <br /> STEEL '�' I 4" DIAMETER SHEATHING 16U.2.61 <br /> (TYPICAL) DUR-RED ROOF HATCH - Z-BRACKETS ® 32 O.C. ATTACH TO <br /> W \ #LH 30"x36"-G WITH I WALL WITH (2) 3/8" DIA LAG SCREW, _— <br /> SAFETY RAILING I I (INSIDE DIA.), 3" EMBED (TYP.) z o <br /> 1/4 THICK I W o PROJECT NAME <br /> GALVANIZED 1 ' 16ga SQ. TUBE STEEL FRAME PAINTED I C) <br /> N <br /> 24" MAX ° I I STEEL PIPE WHITE m I -N-OUT UT <br /> g_g 36"x30" I.D. o A ° ;° I I ° Z-BRACKETS ATTACHED I o W <br /> N x G <br /> Of Lj <br /> TO WALL WITH (2) FABRIC: COOLEY BRITE I a o <br /> 3/8" DIA LAG SCREW, COLOR: RED I BURGER <br /> FRAME COLOR: WHITE <br /> o CORE 8 3 EMBED (TYP.) i <br /> N DIAMETER HOLE. <br /> 5 1/2„ <br /> LU1 1 FILL W/ <br /> EQ. EQ. TI A STO C KTO N <br /> ROOF ► ° ° ° <br /> SEAL RETE & 7'-10� 2x FRAMING, SEE I <br /> I I WITH BLACK BOT OF AWNING STRUCTURAL II <br /> r 11CALIFORNIA <br /> L-------------J GROUT <br /> 1"x1"x1/8" ANGLE BRACE SELF-SERVE BAR Al 'I <br /> FRAME SPACING: AWNING VENDOR TO VERIFY II 2' 2 � <br /> 3 —4 5202 PACIFIC AVE <br /> R R 3'-0" LOCAL CODE REQUIREMENTS AND DETERMINE I J _ 10'-0 1/4 <br /> WOOD "' "' 8 13/16" SCALE SCALE FRAME MEMBER SPACING ACCORDINGLY I /4" DEPTH WHEN ADJ. TO BOT OF FOAM STOCKTION, CA 95207 <br /> TRUSS FRP TRIM 0 SELF SERV BOLLARD DETAIL A END I STONE VENEER <br /> TRANSITION <br /> El WOOD BLOCKING TO BRING FACE OF GYP BEV BAR sil-011CA11 DETAIL 1SCALEO 10AWNING DETAIL SCALE 6 BELLY BAND PILASTER POP-OUT SCALE-0 2 <br /> 71 <br /> 3/4' =1'0' <br /> BD FLUSH WITH ROOF HATCH OPENING <br /> FRP CORNER 16 GA. x 1 5/8"' DIA. SST. PIPE _K-LATH PLASTERICK CEMENT <br /> TRIM PROVIDE J-MOLD AT WALL FINISH PER BY R.E.F. INSTALLED BY G.C. SCRATCH COAT IN <br /> ■NmOUT <br /> TOP OF GYP BID ELEVATIONS 3'-8 5/�T.O. SLAB <br /> FRP ON 5 8" GYP BD INTERM. POST ® 48" O.C. MAX. I BROWN COAT B.O. CHANNEL \BURGER <br /> (ALL SIDES OF OPENING) <br /> / COLOR COAT TO FRY REGLET � GOD BLESS AMERICA <br /> C C 2"x6" VERTICAL / ALIGN W/ FACE PCS-75-100, 1" ALUM <br /> 3/4" DIA. RUNNER WOOD BLOCKING _I i �I TA ALUM. REVEAL I (TYP).REVEALDOCHANNEL <br /> PASNTREED <br /> OR <br /> � AWNING FABRIC TABS <br /> WELD TO TUBE <br /> EACH SIDE AT >� 5/16" BOLT ��� "' PLASTER THE REVEAL. <br /> 2 x1 x1/8 TUBING � _ \ REEVEALOTO REMAIN � � <br /> 12" O.C. o - - - PROJECT NUMBER <br /> „ I I .n \� <br /> PAINTOR PLASTER. COLOR CEMENTEPLASTER <br /> WALL AND FINISH, _ ERADICATED PALM TREE DESIGN / o o N 190955 <br /> SEE A20.0 '� 1/2 x2 FLAT BAR TO MATCH COLOR (EP-4) <br /> WELDED TO TUBING. — AS CLOSELY AS POSSIBLE. <br /> 1'-8 1/4" ATTACH TO WALL ° I PAINT FINISHED PLASTER SHEET TITLE <br /> 2"x1"x1/8" 1'-8 1/4" WITH ANGLE CLIP F.F. I (EP-4). PAINT COLOR TO <br /> TUBING ° ° a1 I I ° ° I I I I ° a I I I I° $ OCCUR ONLY AT PLASTER DETAILS <br /> ANGLE CLIPS, EACH ° ° ° ° Ii III a 91 I I° °I I I I ° <br /> Al, ,1 °1, ° a ° BETWEEN U-CHANNELS. <br /> 'I ' ' ° g ° a (2) LAYERS GRADE D \ `� <br /> I SIDE ® 61 O.C. ° I� �I I�-.I I�-�I ° ° ° `� <br /> M C-C I BUILDING PAPER OVER <br /> FRP CORNER TRIM2 1/2" DIAMETER CORE DRILL W/ o o PLYWOOD SHEATHING <br /> POST SET IN ANCHORING CEMENT <br /> CD C14 "' NOTES: 3" FROM COVE BASE * & SEAL WITH BLACK GROUT x-10 — 2 1B!O <br /> B.O. <br /> N o I (U.N.O.) 2x FRAMING, / <br /> 1. INSTALL BOLTS ON RAILING SO THAT EXPOSED BOLT ENDS SEE STRUCT SHEET NUMBER <br /> Of <br /> o 1 LHPOINT ATCH AWAY FROM LADDER AND TO THE EXTERIOR OF THE NOTE: 3 -O, 7/8" THICK CEMENT PLASTER <br /> FINISH FLOOR ' <br /> n _ n * - LOCATE 6 FROM COVE BASE <br /> Q <br /> A A ADJACENT TO ANSUL PULLS <br /> ROOF HATCH & HANDRAIL DETAIL 3/4'CA1 EO" 14 PIPE BUMPER RAIL DETAIL 1SCALEO g AWNING DETAIL 3/4CA1 EO" 5 REVEAL BUILDING WALL 3=,LEO 1 • <br />