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TILT-UP CONCRETE WEATHERSTRIPPING <br /> PANEL,PAINT a AT DOOR JAMBS <br /> TILT-UP � v TILT-UP CONCRETE <br /> CONCRETE 1/8"RADIUS PANEL, PAINT a <br /> PANEL, PAINT .° <br /> d ° a 4"x4'GALV. STEEL 2'STEEL TRACK AT <br /> ANGLE CAST IN DOCK HIGH DOORS 3" <br /> a PANEL. 4'-0"HIGH a <br /> STEEL TRACK AT DkfVE <br /> Q Q WEATHERSTRIPPING AT DOCK DOOR a IN DOORS. <br /> ° AT TOP, JAMBS JAMBS AND ° <br /> AND SILL. CONTINUOUS AT <br /> RAIN VISOR dd d N N <br /> LEADING EGDE OF <br /> SILL TYP. z z <br /> S 9d (4'-0"HIGH AT d ° 00 <br /> DRIVE IN DOORS.) ? <br /> 3 WEATHERSTRIPPING a <br /> a 1"0 CONTINUOUS DRIP A*TOOLED INSULATED O.H. � <br /> INSULATED AT OPENING(DRIVE IN RADIUS TYPICAL DOOR (PAINTED) C C <br /> HOLLOW METAL DOORS ONLY) AT INSIDE EDGE s - <br /> DOOR&GALV. OF PANEL GALV. STEEL a a <br /> HOLLOW METAL ANGLE AT LEADING 3° <br /> FRAME(PAINTED) INSULATED O.H. EDGE OF DOCK <br /> DOOR (PAINTED) DOOR SILL ECTION/PROFILE <br /> START OF SLOPED <br /> SLAB (DRIVE-IN <br /> DOORS ONLY) <br /> c 6 9 a„ <br /> =Z H.M. DOOR HEAD (JAMB SIM ) � <br /> �,Z OVERHEAD DOOR HEAD <br /> Scale: 3 =1 —0 •r OVERHEAD DOOR JAMB <br /> Scale. 3 =1 —0 5 Scale: 3"=1'-0" <br /> INSULATED O.H. <br /> w <br /> DOOR(PAINTED � wk <br /> NEOPRENE WEA HERSEAL SLOPE SLAB AT MEDIUM STILE ANODIZED <br /> DRIVE IN DOORS TOOLED EDGE ALUMINUM THERMALLY <br /> BOTTOM WEATHERSTRIP PANEL 3" BROKEN STOREFRONT DOOR <br /> W/ 1"INSULATED GLASS 7"WIDE ANOD. <br /> INSULATED H.M. DOOR BEYOND (TINTED) c ALUM. SADDLE <br /> PER SCHEDULE \ SET IN SEALANT <br /> DOOR SHOE <br /> DOOR SWEEP <br /> � ° EXPANSION <br /> 1/2"MAX.OFFSET FOR ALUM.THRESHOLD ° JOINT CONC. SLAB <br /> HANDICAP SET IN SEALANT WITH d ° d d <br /> SLOPE WALK AWAY OFFSET SHIM ON GRADE <br /> FROM BUILDING Q ° d 4 ° SLDRA,TO <br /> b� b� <br /> ° 4 . <br /> Q v °d a. <br /> A <br /> 4 v \ \ d NOTE: SET CONCRETEL <br /> d HAUNCH I"OUT FROM <br /> // /j\//j .da ° d. Q'. FAGE SYBiEMF STOQREF$ONT .4 <br /> v 4 <br /> JOINT FILLER NOTE: PROVIDE POSITIVE SLOPE AWAY W <br /> FROM <br /> R O CADOORS AT ALL ENTRY WALKWAYS /1 <br /> �1 H.M. DOOR SILL �./ <br /> Scale: 3 =1 —0 9 OVERHEAD DOOR SILL (DRIVE IN DOOR) n STOREFRONT DOOR SILL U N <br /> v Scale: 3"=1'-0" v Scale: 3 =1 —_77- <br /> 0 <br /> SEALANT 00 <br /> 00 <br /> d <br /> PREFlNISHED 24 GA <br /> a 0 <br /> METAL FLASHING WITH <br /> DRIVE PINS AT 18'O.C. D <br /> 4 d ° _j CD <br /> OPYv°a a a ° w' <br /> a a ° <br /> d a LO <br /> a 0 ; N <br /> d 6'0 DOW SPOUT P.C. CONC. PANEL CD <br /> m V 00 <br /> 16 GA.GALV.5/8' SEE STRUCTURAL (PAINT) 3 <br /> 00 <br /> SUB `V <br /> GIRT W/(2) 1/2" \ FOR EXPANSION Z Co <br /> FASTENERS BOLTS. U)VI <br /> 4 3/16"THICK BENT PLATE f� <br /> o ° (GALVANIZED) X 48"LONG, uJ Q umi <br /> i 12"ABOVE FINISHED W <br /> "'� 24 GA.HR-36 GRADE. ATTACH W/(2) _ N <br /> METAL ROOFING - �. 10" 1/2"DIA.ANCHOR BOLTS <br /> d EACH SIDE. m <br /> n Qo DOWNSPOUT PROTECTION PLATE U N <br /> Scale: 3 = 1 —0 <br /> N N <br /> d N N <br /> STRUCTURAL <br /> TUBE STEEL 2"x2'x3/i6"GALVANIZED W m <br /> o PER TURAL ANGLE FRAMING <br /> PER STRUC PER m <br /> DRAWINGS. STRUCTURAL DRAWINGS. \ Q F 3 <br /> o v <br /> m d w <br /> Q <br /> a DIM. A.FASCIA TRANSITION W W w <br /> -- 12'-0'AF.F., 16'-0"ABOVE GRADE °, <br /> s e (/'1 J <br /> 4' <br /> _J J F ❑ <br /> 24 GA.SAVE FLASHING TILT-UP CONCRETE d <br /> Q W <br /> N <br /> ] w <br /> PANEL(PAINTED) W _ F <br /> WITH HEMMED DRIP EDGE 7 <br /> N <br /> V) W ❑ <br /> p o � <br /> d.Q O w <br /> 7 Y <br /> o W L J <br /> Q <br /> / Q J Q " <br /> aN ° J sheet <br /> c DOCK DOOR CANOPY U <br /> a° �6 Scale: 1 1/2"-1' 0" W N A5.1 <br />