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Home My WebLink AboutA4.1 Elevations_Details.PDFProject Number: Revisions: Drawn By Checked ByIssue Date James Robert Stutzman, AIA, NCARB Architecture / Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: UN I T E D F I D E L I T Y B A N K Ca r m e l , In d i a n a 4 6 0 3 2 Ca r m e l C i t y C e n t e r - B l d g A 72 0 S . R a n g e L i n e R o a d , S u i t e 1 4 0 COPYRIGHT & OWNERSHIP OF DOCUMENTS N D N M M M M M M M M MM M M M M M M M M M M M M M M M M M M TRASH DISP.DA3 Mtr R m 1A - 2 ( A 1 4 8 ) StairSA4 ElevEA12 StairSA3 ElevEA6 StairSA5 StairSA1 ElevEA9 ElevEA8 ElevEA1 StairSA2 StairSA6 ElevEA11 ELEVEA4ELEVEA5 ElevEA3 ElevEA2 ElevEA7 ElevEA10 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. KEY PLAN PEDCOR DESIGN GROUP A4.1 Elevations/Details AJR MC2/11/2015 STATE RELEASE SET: 02/11/2015 SUITE 140 7' - 0 " 2" 3'-0"2"2" 7' - 0 " 2" 3'-0"2"2" HARDWARE TO BE SCHLAGE, ND SERIES, RKO STYLE LEVER HARDWARE. HARDWARE L = L O C K S E T 7'-0"102 3'-0"1 3/4"WOOD HM SIZE RO O M N A M E OP E N I N G NU M B E R WID T H HE I G H T EL E V A T I O N MA T E R I A L TH I C K DOOR MA T E R I A L EL E V A T I O N FRAME L,S,CL REMARKS D O O R S C H E D U L E TELLER D1 D1 S = S T O P CL = C L O S E R 1. DOOR SCHEDULE NOTES: 2. 3. ALL HOLLOW METAL DOOR FRAMES TO BE PREPPED AND PAINTED P6. CONTRACTOR TO VERIFY DOOR HEIGHT PRIOR TO CONSTRUCTION. COORDINATE KEYING LOCKSETS WITH TENANT. D1 ALL WOOD DOORS TO BE PAINTED P6 UNLESS NOTED OTHERWISE. 4.HARDWARE TO BE SCHLAGE, ND SERIES, RKO STYLE LEVER HARDWARE. 5.CLOSERS TO HAVE HOLD OPEN OPTION. 6. PR = P R I V A C Y S E T 7'-0"OFFICE103 1 3/4"HM3'-0"D2 L,SWD/GL 106 SUPPLY ROOM 108 RESTROOM D2 D2 EXISTING DOOR TO REMAIN EXISTING DOOR TO REMAIN FB = F L U S H B O L T PN = P A N I C H D W R ADD KEYPAD LOCK, CLOSER ADD KEYPAD LOCK 3' - 2 1 / 4 " 2" 3' - 8 " 2" 2"7'-0"2" 2' - 0 " 1'-10" 2' - 1 1 / 2 " VERIFY OPENING LOCATION AND SIZE W/ MFG. PREFINISHED ALUMINUM RECEIVER TRIM "GB350" - FASTEN AT WINDOW SILL & SET IN A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. TRIM COLOR TO MATCH WALL COLOR. LINE OF WINDOW SILL BELOW. METAL STUD.METAL STUD. TYPICAL WALL TYPE. CLEAR STOREFRONT GLASS. 3' 5' - 9 5 / 1 6 " 6'-3 1 3 / 1 6 " 3' 6'-3 1 3 / 1 6 " NOTE: TRUSS PROFILES ARE SCHEMATIC ONLY ALUMINUM AWNING TRUSS, W/ MILL FINISH NOTE: TRUSS PROFILES ARE SCHEMATIC ONLY ALUMINUM AWNING TRUSS, W/ MILL FINISH AWNING TRUSS PROFILE 1 AWNING TRUSS PROFILE 2 +2.00' 18 ' - 0 " HEIGHT OF HEADER VARIES EXISTING STONE BASE DEEP LEG TRACK 8" CFS STUD WALL W/ EXTERIOR SHEATHING SECOND FLOOR ALUMN. STOREFRONT WINDOW SYSTEM VAPOR BARRIER DRYWALL FABRIC AWNING W/ OPEN ENDS OVER ALUMINUM AWNING TRUSSES, W/ MILL FINISH REF TO ENLARGED ELEVATION FOR RADIUS OF HEADER TUBE STL. BEAM, REF. S- SERIES DRAWINGS CURVED CFS TRACK RIGID INSULATION 2X6 SOLID BLOCKING INSIDE JOIST SPACE TO WITHIN 2-1/2" TO 3" OF FINISHED FACE. 2X6 SOLID BLOCKING ATTACHED TO COLUMN TO WITHIN 2-1/2" TO 3" OF FINISHED FACE. LOGO NOT TO EXCEED 30% OF SLOPED FABRIC. SCALE: 1/2" = 1'-0" 1 OFFICE WINDOW ELEVATION A4.1 SCALE: 1/2" = 1'-0" 2 NIGHT DEPOSIT ELEVATION A4.1 SCALE: 1 1/2"= 1'-0" 3 WINDOW MULLION DETAIL A4.1 SCALE: 1/2" = 1'-0" 4 TRUSS PROFILES A4.1 SCALE: 3/8" = 1'-0" 5 AWNING SECTION A4.1 SCALE: 1/4" = 1'-0" 6 AWNING ELEVATION A4.1 GENERAL NOTES: AWNINGS 1. Refer to Structural Sheet A3.3 for design criteria relevant to awning design and attachment. 2. Successful bidder of awning package is required to submit engineered and stamped drawings meeting all required applicable codes. Submit attachment detail for connections of awning frame to wall assembly and structural wall. 3. Conditions may vary from "typical details". Field verification of all conditions is required. 4. Consult specifications on Sheet SP.3 for required awning standards. Awning components and finishes to be selected by architect from among manufacturer's full line of available products. 5. Storefront/curtainwall components are not structural and can not be attached to w/ awning anchors or any other connections. Some mullions (vertical & horizontal) may have structural steel reinforcement that may be attached to. Field verify existing conditions.