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HomeMy WebLinkAboutA4.1 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: PA R K I N G L E V E L SE L F S T O R A G E 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 , S u i t e 7 6 A 71 2 S o u t h R a n g e l i n e R o a d COPYRIGHT & OWNERSHIP OF DOCUMENTS 19 R @ 6 2 5 / 3 2 " = 1 0 ' - 8 3 / 4 " 18 T @ 1 1 2 9 / 6 4 " = 1 7 ' - 2 3 / 6 4 " UP SCALE: 1/128"= 1'-0" KEY PLAN SUITE 76A PEDCOR DESIGN GROUP, L.L.C. A4.1 ELEVATIONS/ DETAILS BNR MC11/24/2015 STATE RELEASE SET: 11/25/2015 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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. © COPYRIGHT 2012 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 4'-0" 7' - 2 " 1'-4" 1 EL2 1 EL3 6" 4' - 4 " 1' - 4 " 1" 4' - 0 " 1' - 0 " C L E A R 2" 2" 6" 5' - 2 " 6" 6' - 2 " 1'-4" 5 62 5 22 5 6 2 5 2 5 6 10 4 3 1 8 1 4 3 5 7 9 2 ABOVE ABOVE INTERIOR SIDE ABOVE EXTERIOR SIDE 7' - 4 " M . O . 1' - 4 " 1" 1 14 8 7 13 8 18 22 22 19 6 20 9 44 16 15 4 12 55 5 11 13 12 5 1117 INTERIOR SIDE EXTERIOR SIDE EXISTING CONCRETE & PAVERS NEW CONCRETE & PAVERS DOWEL CMU INTO EXISTING CONCRETE. HOLLOW METAL FRAME: - W/ MASONRY ANCHORS. - GROUTED FULL. - 9-1/2"D X 2"W. - BACKER ROD & SEALANT EACH SIDE. DETAIL NOTES: 1 2 3 EXISTING CONCRETE WALL. 2-1/4" AIR SPACE TO MATCH EXISTING. 5 4 6 7 8 NEW BRICK VENEER TO MATCH EXISTING: - TOOTH INTO EXISTING VENEER. 4/0W X 7/2H H.M. DOOR. DOOR THRESHOLD SET IN ASPHALT MASTIC. EXPANSION JOINT MATERIAL (SEE SILL DETAIL). 8 X 16 X 8 CMU: - GROUTED FULL. 9 ANSI A117.1 MANUVERING CLEARANCES: - PUSH SIDE (EXTERIOR) = 12" - PULL SIDE (INTERIOR) = 18" 10 BRICK TIES.11 12 13 THRU WALL FLASHING. HOT DIPP GALV. PAINTED STEEL LINTEL: - 5 X 5 X 1/4. - 8" BRIDGE EACH SIDE OF OPENING. CMU WALL LINTEL: - BOND BEAM GROUTED W/ (2) #5 CONTINOUS, OR PRECAST CONCRETE LINTEL. - 8" BRIDGE EACH SIDE. 14 NEW CONCRETE AND PAVERS.15 16 DEMO EXISTING CMU (2 COURSES). 4' TO 5' OF EXISTING CONCRETE REQUIRED TO REMAIN.17 18 8 X 16 X 8 CMU. HOT DIPP GALV. PAINTED STEEL CLOSURE ANGLE.19 20 LINE OF BRICK BEHIND H.M. FRAME. SCALE: 1/2" = 1'-0" 1 STORAGE ELEVATION A4.1 SCALE: 1 1/2"= 1'-0" 3 DOOR JAMB DETAIL A4.1 SCALE: 1 1/2"= 1'-0" 2 SILL/HEADER DETAIL A4.1