The URL can be used to link to this page

Home My WebLink AboutA6.1 Door Details and Storefront ElevsDOOR SCHEDULE DOOR FRAME DOOR 9 TYPE SIZE MATERIAL THICKNESS GLASS FINISH MATERIAL FINISH TYPE RATVINGHEMJAMB SILL HARDWARE REMARKS DOOR IT IOTA FG (2)3'-0"%7'-O" ALUM 1 3/4" 1" INSU., TEMPERED CLEAR ANODIZEDANOD12E0101E ALUM SF1 --- -- 03 1.2 IOTA F 3'-0"%7'-0" INSUL STL 1 3/4" __ __ HM PAINTED F1 --- -- 02 3 IOIB 101A FG 3'-0"%7'-0" PLUM 1 3/4" I" INSU.,CLEAR TENPERED ANODIZED ALUM ANOOIZEO102E SF6 --- -- 01 1,2 112A F 3'-0"%7'-0" INSUL STL 1 3/4" __ __ HM PAINTED F1 --- -- 02 3 102B 103A FG 3'-0"%T-0" ALUM 1 3/4" 1" INSU., TEMPERED CLEAR ANODIZED ALUM ANODIZED SF3 --- -- OI 1.2 I03A 103E F 3'-0'%7'-0" INSUL STL 1 3/4" -- HM PAINTE IT -- -- -- -- 02 3 103E SEE DETAIL 17 ON THIS SHEET. SOLDIER COURSE. ACCENT I BRICK COLOR. 1'-0" I MODULAR FACE BRICK TO 8" CMU. PAINT THE INSIDE MATCH THAT USED AT FACE TO MATCH FINISH ON THE ADJACENT BUILDING. ADJACENT CMU BUILDING 1 WALLS. I I o 8" CMU WITH #6 VERTICAL AT MAX i OF 16" O.C. GROUT CORES SOLID o AT REINFORCING LOCATIONS. EXTEND REINFORCING TO BOTTOM OF FOOTING AND HOOK AROUND MAT o STEEL. COORDINATE REINFORCING WITH STRUCT. ENG. I � HOW TRUSS REIN A EVERY I 1 OTHER COURSE. 1 EXPANSION MATERIAL. I SEE CML PLANS I SEE WALL SECTION DETAILS FOR SIMILAR MASONRY ACCESSORIES REO'D. ,, I GROUT CAVITY AND ALL BRICK y (-. BELOW GRADE SOLID. •� VERIFY SPREAD FOOTING ON I SITE W/ FINAL UTILITY 1 .' /• ; • y LOCATIONS. CONTACT 2-/5 " ARCHITECT FOR COORDINATION • ..�.. SHOULD LOCATION CONFLICTS . •(.,. OCCUR. RELEASED FOR CONSTRUCTION ' Subject to compliance with all regulations DUMPSTER SECTION 6 of State and Local Codes 3/4 -I -0 City of Camel DATE: 08/19/19 REAR ELEVATION S.S. MASONRY ANCHORS AT 16'O.C. VERTICALLY. GROUT SOLID-TYP EACH JAMB PROVIDE CONT SEALANT OVER BACKER ROD THIS ENTIRE JOINT. PROVIDE CONT SEALANT AT BOTH SIDES AND TOP. /-61" GALVANIZED STEEL TUBE FILLED WITH CONCRETE. PAINT IN COLOR AS CHOSEN BY ARCHITECT. WELD ON WATERPROOF TOP CAP IN SAME THICKNESS STEEL. HOLD OFF FACE OF CMU. SEE DETAIL /14 FOR BASE PLATE INFO. TYPICAL ENTIRE GATE TYPICAL ENTIRE GATE I%8 /-2X2XA TUBE STEEL. ROUGH SAWN CEDAR. 1 INDUSTRIAL STRAP HINGE. CATALOGUE #434-P292 AS MANU. BY RICHARD-WILCOX I'-4" HARDWARE. 3 PER GATE REQUIRED. VERIFY GRADES ON SITE AS WEDGE TYPE HINGES MAY BE REQUIRED TO CLEAR POSITIVE GRADE. GATE FRAMES TO BE; 2X2%t}" TUBES ON ATTACH VERTICAL CEDAR PLANKS TO FRAME INSIDE OF WOOD FACING. SHOP WELD ALL WITH 2, J"DIA THRU BOLTS AT EACH CONNECTIONS. PAINT TUBE STEEL FRAMES HORIZONTAL MEMBER. PAINT ALL WOOD WITH TWO COATS OF RUST INHIBITING PAINT PARTS OF GATE WITH 2 COATS OF CLEAR IN DARK BROWN COLOR. WOOD PRESERVATIVE. ALL STEEL PARTS OF GATE AND ALL GATE HARDWARE TO BE GALVANIZED. DUMPSTER DETAIL 5 1 I/2"-1'-0" SEE DOOR S CC a TYPE F I FRAME TYPE SEE DOOR SEE DOOR SCHF EDULE 1 SCH1 EDULE 1 GA 16 GA I I g o z 3 TYPEF TYPE FG Z DOOR TYPE CEDAR SLAT GATE STAINED TO MATCH EIFS CORNICE ON BUILDING COPING TO MATCH BUILDING liBRICK VENEER - COLOR I BRICK SOLDIER - COLOR 2 FRONT ELEVATION SIDE ELEVATION DUMPSTER ELEVATIONS 4 SEE CIVIL DRAWIN 6" CIA WITH TOP AT 4'-0" ABOVE TOP OF CONCRETE INSIDE ENCLOSURE. FILL WITH CONCRETE OR SAND THEN CONCRETE AND ROUND OFF TOPS. CIVIL DRAWINGS i I 1 SEE CIVIL DRAWINGS J1'-0' DUMPSTER PLAN 5 I/8"=I' 0" SCHED. REMARKS 1. ALUMINUM STOREFRONT FRAMING WITH DOOR. DOOR IS RESPONSIBILITY OF ALUM. STOREFRONT FRAMING MANUFACTURER AND MUST BE SIZED TO FIT INTO FRAMING AS DETAILED. PROVIDE MEDIUM STILE DOOR, WITH MIN. 10" BOTTOM RAIL FOR ADA COMPLIANCE. 2. SEE STOREFRONT ELEVATIONS FOR FRAME INFORMATION. 3. PROVIDE INSULATED STEEL DOOR AND FRAME. PAINT TO MATCH ADJACENT MATERIALS. COLOR TO BE SELECTED BY ARCHITECT. KEYED NOTES 0 1. OPENING REQUIRED FOR DOOR OR PAIR OF DOORS -SEE FLOOR PLAN FOR DOOR NUMBER, SWING ETC. REFER TO DOOR SCHEDULE FOR DOOR SIZES THAT WILL DETERMINE OPENING REQUIRED. DOORS ARE RESPONSIBILITY OF STOREFRONT FRAMING MANUFACTURER AND MUST COMPLY WITH ALL STATE AND LOCAL ADA CODE REQUIREMENTS. 2. 4 �" X 2" EXTRUDED ALUMINUM STOREFRONT FRAMING SYSTEM. TYPICAL ALL STOREFRONT UNLESS OTHERWISE NOTED. SEE SCHEDULE FOR FINISH. SUPPLIER TO VERIFY WIND LOAD CALCULATIONS AND VERIFY STOREFRONT CONDITION. SHOULD CURTAIN WALL BE REQUIRED, PLEASE NOTIFY ARCHITECT. YKK OR EQUAL. GLAZING TYPES T = SECTION OF GLAZING REQUIRED TO BE TEMPERED - GIASS - USE 1" INSULATED TEMPERED GLASS AT EXTERIOR APPLICATIONS, AND )" TEMPERED AT INTERIOR LOCATIONS. 10 = SECTION OF GLAZING REQUIRED TO BE I" INSULATED GLASS. lb = SECTION OF GLAZING REQUIRED TO BE INSULATED GLASS. GLASS MUST MEET THE FOLLOWING SPECIFICATIONS FOR COMPLIANCE WITH THE ENERGY CONSERVATION CODE FOR ENVELOPE CALCULATIONS: LOW RE COATING "U" VALUE - O.r. "SHGC" VALUE - MAXIMUM OF O.r: ALL GLASS TO BE CLEAR HARDWARE HARDWARE SET #01 3 HINGES 1 PULL 1 DEAD BOLT CYLINDER (COORD. CYLINDER LOCATION W/ TENANT) 1 PUSH BAR INTERIOR 1 PERIMETER SEAL 1 LOW PROFILE THRESHOLD 1 CLOSER I SWEEP HARDWARE SET #02 3 HINGES (NON PULL HINGE PINS) 1 PANIC BAR 1 HEAVY DUTY LATCH GUARD 1 INTERCHANGEABLE CYLINDER LOCK AND HAND GRIP 1 LOW PROFILE THRESHOLD I SWEEP I WEATHER STRIPPING 1 18 GA DRIP EDGE :Faa111Iuaaa411El: 6 HINGES 2 PULLS 2 DEAD BOLT CYLINDER (COORD. CYLINDER LOCATION W/ TENANT) 2 PUSH BAR INTERIOR 2 PERIMETER SEAL 2 LOW PROFILE THRESHOLD 2 CLOSERS 2 SWEEPS N KEY PLAN CURRAN ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288.0681 F :: 317. 288. 0753 No. ',i` • AR19600043 • STATE a FFFIFLS 12n1/I9 THIS DRAWING AND THE IDEAS DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE E%CLUSVE IWELLECNAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCE, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. tj CO`McNT 2019, CUINANAR04ff E WESTON POINTE RETAIL WESTON POINTE DRIVE 4455 WESTON POINTE DRIVE CARMEL, INDIANA CARMEL RESUBMITTAL 04,07.17 CARMEL COMMENTS 01.22.17 PERMIT SD '1 .1 Qi ADDENDUM 01 Q PERMIT SET 05.21.19 160273 DOOR SCHEDULE AND STOREFRONT ELEVATIONS A6.