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7/8" THICK CEMENT PLASTER WD BEAM HEADER, <br /> FRP OVER K-LATH OVER 2 LAYERS SEE STRUCT <br /> GRADE D BUILDING PAPER <br /> 2 PART METAL CAPOVER PLYWOOD SHEATHING I BITUTHENE <br /> TO WRAP DUCT �I MEMBRANE <br /> PROVIDE FRP SEAM COVER ("T" METAL DRIP FLASHING I Architecture / Development <br /> 62 MOULDING) ADJACENT TO DOOR j (HEMMED) TYP. REFER TO <br /> 18 GA CORNERS FRAME, FROM TOP OF BASE TILE DETAIL 03/A17.2 14901 Quorum Drive <br /> 18 GA GALV PAN WITH 6" HIGH 18 GA GALV COLLAR —1� TYP• TO CEILING AT ALL INTERIOR Suite 300/ <br /> CONTINUOUS LIP AT PERIMETER. i� DOOR AND FRP INTERSECTIONS. <br /> 5/8" GYP BD Dallas Texas 75254 <br /> REFER TO 11/A16.1 OL DER M AND i 1 ° REFER TO NOTE #5 ON Al2.0. Ph: (972)239-8884 <br /> � I <br /> SEALANT EA SIDE Fax: (972)239-5054 <br /> S 1 c SOLDER AND <br /> 18 GA CORNERS 1/8" FT e GLENCOTE SEAMS ISSUE RECORD <br /> TYP i 5/8 PLYWOOD DATE DESCRIPTION <br /> N I j URBAN PROTOTYPE <br /> co b <br /> ALUM TRANSOM FRAME & 7-7-2020 ISSUED FOR PERMIT <br /> 1 o j GLAZING <br /> 0 DOOR FRAME <br /> i <br /> SOLDER 1 1/2" DIA. <br /> I <br /> 6 1 DRAIN IN FIELD <br /> 2 �°� OPEN <br /> SEC RISER ALUMINUM STOREFRONT DOOR <br /> 1 1 _ � <br /> N <br /> N I I co <br /> APPLY GLENCOAT AT `14 I I <br /> SEAM AROUND COLLAR I I <br /> i 18 GA CORNERS <br /> I ENTRANCE DOOR <br /> _— — — — — — (INSIDE CAP) TYP. <br /> REVISION RECORD <br /> DUCT RISER UNIT TOWER 1/2"CA1E-0" 16 1 ° 22" FRP AT INTERIOR DOORS 3SCALo 8 ENTRY DOOR HEAD (JAMB SIM . ) 3SCALo 4 <br /> LAP SEAM AND <br /> SOLDER 1 ° "L" TRIM TO <br /> 7 I SEAL AT DUCT <br /> /8" THICK CEMENT PLASTER OVER <br /> II K-LATH OVER (2) LAYERS GRADE D <br /> BUILDING PAPER OVER PLYWOOD llko <br /> SHEATHING 11/SI <br /> II 1 <br /> II I <br /> 01 <br /> II I <br /> TOP VIEW A >, <br /> II I Z <br /> 011 <br /> (1) LAYER OF PLASTERING MESH \ <br /> II I "C14 <br /> CLOTH APPLIED TO BROWN COAT 62WRAPPED OVER POLYSTYRENE2X WOOD BLOCKBLOCKING I26 GA METAL CAP l 111 1_ bN it li 18 GA GALV 6" <br /> 26GA. FLASHING <br /> 1/8"/FT SLOPE i I 2X WOOD BLOCK AT ALL 4 SIDES �3 <br /> 6 <br /> LTEOF 18 GA. DECK I :4- PROFESSIONAL SEAL <br /> MPAN <br /> II I I I <br /> 2" POLYSTYRENE SHAPED BLOCKING LINE OF 1 1/2" COPPER <br /> APPLIED TO PLASTER BROWN COAT DUCT I <br /> I 2X WOOD BLOCKING W (� <br /> II I SECTION TAPERED TO 1/8" PER GE <br /> FT SLOPE TO DRAIN 7k <br /> SE 30 X21 <br /> CALE SCALE SCALE SCALE '�`� <br /> ENLARGED BELLY BAND DET . L�=1'0" 15DUCT RISER DETAIL TOWE 1"=1'0" 11 REFRIGERATION RACK PLATFORM ki/2" = 1'-0" 7 NOT USED 3 <br /> VARIES 18" WIDE BITUTHENE 7/8" WOOD SCREED <br /> 11 r FINISH PER INTERIOR <br /> WALL FINISH PER � ELEVATIONS <br /> , <br /> ELEVATIONS 1" <br /> ��O TOP OF PLATE - - - - - - <br /> WALL BUMPER <br /> PROVIDED BY REF WOOD POST, SEE `1' ALUMINUM STOREFRONT DOOR <br /> TOP VIEW TRUSS FRAMING STRUCT. <br /> & FRAME AS SCHEDULED PROTOTYPE VERSION <br /> 16U.2.61 <br /> V VIII <br /> 2x TOP PLATE <br /> PROJECT NAME <br /> IN-N-OUT <br /> PROVIDE FIREBLOCKING AT INTERCONNECTION <br /> BETWEEN CONCEALED VERTICAL AND HORIZONTAL <br /> ° ° SPACES (NOT REQUIRED AT LOCATIONS WHERE WALL BURGER <br /> N SHEATHING CONTINUES PAST CEILING TO TOP PLATE). <br /> ELEVATION ANY PENETRATIONS THROUGH THIS MEMBER MUST BE <br /> SEALED WITH CAULK, PUTTY, OR OTHER SEALANT <br /> 2" APPROVED BY LOCAL AUTHORITY. METAL REVEAL. TURN BACK AT CORNER AND SEALANT <br /> TERMINATE AT WOOD SCREED. STO C KTO N <br /> UOI� _ 2" DOOR SIZE PERIL V s CALIFORNIA <br /> 8'-0" SCHEDULE <br /> PROVIDE A CUT PORTION OF METAL REVEAL TO <br /> ° OFFSET CLIP �N CAP REVEAL OPENING. ALIGN FACE OF CAP WITH DOOR SIZE + 6" <br /> FACE OF STOREFRONT DOOR FRAME. PROVIDE FROM CONC. CURB TO CONC. CURB 5202 PACIFIC AVE <br /> GYPSUM BOARD CEILING LEG AT BACK OF REVEAL CAP IN ORDER TO STOCKTION CA 95207 <br /> MECHANICALLY FASTEN TO STUD FRAMING. <br /> SECTION <br /> SCALE 14 FIREBLOCKING DETAIL 1 1/2" V-0 1 0 ENTRANCE DOOR JAMB REVEAL 3SCALo 6 NOT USED SCALE <br /> WALL BUMPER 3 2 <br /> LINE OF SOFFIT FRAMING EXTERIOR I " INTERIOR INmNoOUT <br /> DOOR AS SCHEDULED <br /> `BURaeRo <br /> OTTOM <br /> CORNERS OFOSOFFIT, SEE SE TILE AT BINTERIOR 2x FRAMING, SEE G 0 D B LESS AMERICA <br /> FINISH SCHEDULE. STRUCTURAL <br /> LINE OF CURB BEYOND WEATHERSTRIP BY GLAZING <br /> CONTRACTOR <br /> THRESHOLD AS SCHEDULED SET IN <br /> FULL BED OF MASTIC PROJECT NUMBER <br /> J <br /> CONCRETE PAVEMENT. REFER I I FLOOR TILE AS SCHED. START TILE g 90955 <br /> 4'-0" BACK AND SLOPE UP TO BE <br /> TO CIVIL & STRUCT. I IN <br /> FLUSH WITH THRESHOLD. <br /> F"-0-41" <br /> SHEET TITLE <br /> m DETAILS <br /> SLOPE 1% MIN., 00 <br /> — — — — — — — 2�% MAX �u� <br /> a <br /> 3 4 d <br /> A14.0 4 a TRUSS FRAMING <br /> CD a a 4 7/8" THICK CEMENT PLASTER <br /> Of TILES ON BOTTOM OF SOFFIT ARE TO 0 4 4 SHOWN),D EE STRUCTURAL OVER K-LATH OVER (2) <br /> d LAYERS GRADE D BUILDING SHEET NUMBER <br /> 1:5 ALIGN WITH VERTICAL TILES a a n PAPER OVER PLYWOOD <br /> Cjcn <br /> SHEATHING <br /> Q <br /> Lljcz� <br /> NOT USED [�Ml 3SOFFIT TILE PATTERN 112" = 1 o 9 ENTRANCE THRESHOLD 3SCALo 5 SOFFIT DETAIL 112" = 0 16ol <br />