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HomeMy WebLinkAboutA3.1 Architectural 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: RA I N H A I R S A L O N 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 1 1 3 41 W . C i t y C e n t e r D r i v e COPYRIGHT & OWNERSHIP OF DOCUMENTS N 1 2 3 4 DN MM MMM MMM MM M M MMMM MMMM MMMM MMMM TRASH DISP.DA3 Mtr R m 1A-2 ( A 1 4 8 ) StairSA4 ElevEA12 StairSA3 ElevEA6 StairSA5 StairSA1 ElevEA9ElevEA8 ElevEA1 StairSA2 StairSA6 ElevEA11 ELEVEA4ELEVEA5 ElevEA3 ElevEA2 ElevEA7 ElevEA10 KEY PLAN SUITE 113 Th u r s d a y , J u l y 2 6 , 2 0 1 2 ; A L L D A T A : M S : D E S I G N : P R O J E C T S : C A R M E L C I T Y C E N T E R : C C C D r a w i n g s : C C C C o n s t r u c t i o n D o c : B u i l d i n g A : A . G e n e r a l : B L D G A I N T E R I O R S : T E N A N T S : R A I N S A L O N : D R A W I N G S : R a i n A r c h i t e c t u r a l G e n e r a l D e t a i l s . p l n DJS JAW/MC PEDCOR DESIGN GROUP, L.L.C. A3.1 Architectural Details 03/09/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007,2008, 2009, 2010, 2011 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA STATE RELEASE SET: 03/09/2012 ADDENDUM #1: 05/04/2012 ADDENDUM #2: 05/15/2012 ADDENDUM #3: 05/15/2012 ADDENDUM #4: 05/15/2012 2" 31/ 2 " SPRAYED-APPLIED FIRE PROOFING FIRE-STOPPING (CAULK) AAC OR CMU WALL. TOP OF BELOW BEAM 1/2" MIN. 1 AND 2 HOUR RATED FRAMING AND FLOOR ASSEMBLY UL DESIGNS WITH VULCRAFT DECK 2VLI AND THE FOLLOWING SPRAY-APPLIED FIRE RESISTIVE MATERIALS: ISOLATEK CAFCO BLAZE SHIELD II: D902 - FOR DECK ASSEMBLY, N823 – FOR BEAMS ONLY STEEL ANGLES, REF S- SERIES DRAWINGS UNRESTRAINED DESIGN NORMAL WEIGHT CONCRETE AT 1 HOUR ASSEMBLIES AND LIGHTWEIGHT CONCRETE AT 2 HOUR ASSEMBLIES. 6x6 - w2.1 x w2.1 WWF STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE RIGID INSULATION CONCRETE SLAB SPRAY-APPLIED FIRE RESISTIVE MATERIAL INFILL WITH PEA GRAVEL AT VOIDS BETWEEN RIGID INSULATION AND SFRM STRUCTURAL DECK OVER PARKING LEVEL PROTECTION FABRIC VERTICAL SURFACE WATERPROOFING DETAIL COAT WITH REINFORCEMENT FABRIC AT CRACK OR SAWCUT 1/4" x 1/4" SAWCUT WITH SEALANT DETAIL COAT WITH REINFORCEMENT FABRIC CANT CRACK TREATMENT CRACK LESS THAN 1/16" WIDE CRACK GREATER THAN 1/16" WIDE VERTICAL TO HORIZONTAL • WATERPROOFING R NOVA PLUS, WHITE AND PEACH COATS (BOTH REQUIRED) MIRASEAL AT 60 MILS 2 LAYERS OF POLY-WALL AIRLOK FLEX VP AT 50 MIL EACH (WET) DETAIL NOTE SUPREMA CARLISLE PROTECTIVE COATINGS TECH • DETAIL COAT W/ REINFORCEMENT FABRIC POLYFLEECE REINFORCEMENT MIRASEAL AT 45 MIL W/ DCH FABRIC NO REINFORCEMENT REQUIRED • PROTECTION FABRIC NO PROTECTION REQUIRED CCW-300HV PROTECTION FABRIC NO PROTECTION REQUIRED • SEALANT AT SAWCUTS AND CANT ALSAN PATCHING PASTE AT CRACKS CCW-201 SEALANT POLYURETHANE SEALANT, VERIFY W/ MANUFACTURE PRODUCT AND DETAIL NOTE MATRIX NOTES:1) APPLY AND TOOL TO FORM A 45" CANT. ALLOW TO CUREOVERNIGHT. 2) APPLY DETAIL COAT AT 45 MILS THICK. ALLOW TO CURE . NOTES:1) SAW CUT CRACKS GREATER THAN 1/16" TO 1/4" WIDE X 1/4" DEEP2) APPLY TOOL FLUSH. ALLOW TO DRY OVER NIGHT 3) APPLY DETAIL COAT OVER HAIRLINE CRACKS, COLD JOINTS AND SEALED SAWCUTS A MINIMUM OF 6" WIDE AND 45 MILS THICK AND ALLOW TO CURE 2' EXISTING TWO COURSES OF C.M.U. STRUCTURAL DECK OVER PARKING LEVEL FLUSH FACE OF STUD W/ SLAB RETAIL SIDE EXISTING SERVICE CORRIDOR WATERPROOF MEMBRANE 2X12 WOOD BLOCKING 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. CONTROL JOINT SPACING TO BE DETERMINED. THE RETAIL SIDE BASED ON SPACE LAYOUT. PROVIDE 1" SPACE AT PERIMETER OF RETAIL SPACE. WATERPROOF MEMBRANE 2' 6" MIN. EXISTING TWO COURSES OF C.M.U. STRUCTURAL DECK OVER PARKING LEVEL FLUSH FACE OF STUD W/ SLAB RETAIL SIDE WATERPROOF MEMBRANE 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. CONTROL JOINT SPACING TO BE DETERMINED. THE RETAIL SIDE BASED ON SPACE LAYOUT. WATERPROOF MEMBRANE EXISTING DEMISING WALL EXISTING DIAMOND DOWEL FOAM FILLER EXISTING RETAIL SIDE +2'-0" STRUCTURAL DECK OVER PARKING LEVEL BACKER ROD & SEALANT RETAIL SIDE WATERPROOF MEMBRANE 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. CONTROL JOINT SPACING TO BE DETERMINED. THE RETAIL SIDE BASED ON SPACE LAYOUT. WATERPROOF MEMBRANE FOAM FILLER EXISTING DEMISING WALL EXISTING RETAIL SIDE GROUT #4 REBAR 4' O.C. INTO EXISTING CMU WALL BACKER ROD AND JOINT SEALANT AT EXPANSION JOINT. MATCH COLOR OF CONCRETE FOR EXPOSED WORK. EXISTING CFS STUD TRACK 1/4" SEALANT & BACKER ROD EXISTING SITE PAVING EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM EXISTING GRANITE BASE EXISTING BACKER ROD & SEALANT BATT INSULATION 3 5/8 CFS FRAMING BASE, SEE FINISH PLAN INSULATION BACKER ROD & SEALANT5/8 GYP. BOARD W/ VAPOR BARRIER 'J' MOLD WATERPROOF MEMBRANE 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. CONTROL JOINT SPACING TO BE DETERMINED. THE RETAIL SIDE BASED ON SPACE LAYOUT. EXISTING 8" CMU +2'-0" ±0" EXISTING CONC. RIBBON SLAB, STAIN CONC TO MATCH FINISH FLR COLOR ALUMINUM STOREFRONT DOOR SADDLE/THRESHOLD SET IN ASPHALTIC MASTIC SPANNING EXPANSION JOINT BACKER ROD AND JOINTSEALANT AT EXPANSION JOINT. MATCH COLOR OF CONCRETE FOR EXPOSED WORK. EXISTING TWO COURSES OF C.M.U. EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE RIGID INSULATION NEW 4" CONC. SLAB,2 DOWELS TO RIBBON SLAB EXISTING CURTAIN WALL 5/8" GYP. BOARD W/ VAPOR BARRIEREXISTING EXTERIOR SHEATHING EXISTING CFS FRAMING BATT INSULATIONEXISTING EIFS BACKER ROD AND SEALENT 'J' MOLD CORNER BEAD INSULATION IN VOID AS REQUIRED SEE FINISH PLANS FOR BULKHEAD LOCATIONS & DETAILS 2' ONE COURSE OF 4"x4" C.M.U. (SOLID), SEE PLAN FOR LOCATION. STRUCTURAL DECK OVER PARKING LEVEL RETAIL WATERPROOF MEMBRANE RIGID INSULATION CONCRETE SLAB, 6x6- W2.1 x W2.1 WWF WITH SAMECONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ONGRADE IN THE RETAIL SPACES. PEA GRAVEL PLUMBING EXISTING STOREFRONT. EXISTING STONE BASE. EXISTING PLYWOOD. 5/8" GYP. BOARD AND VAPOR BARRIER EXISTING CFS FRAMING BATT INSULATION AS REQUIRED BACKER ROD AND SEALENT CORNER BEAD 'J' MOLD 3 1 / 8 " 1/ 2 " 5/8" GYP. BOARD AND VAPOR BARRIER BATT INSULATION AS REQUIRED EXISTING CFS FRAMING DRYWALL EXPANSION JT. BOTH SIDES 5/8" GYP. BOARD (2)MA X 12 DETAIL 1 1/2"= 1'-0" 10 TYP. WATERPROOFING @ COLUMN 1" = 1'-0" 11 WATERPROOFING 1' = 1'-0" 1 Retail/ Service Corridor Walls 1" = 1'-0" 2 Retail/ Existing Demising Wall 1" = 1'-0" 3 Retail/ Existing Demising Wall 1" = 1'-0" 4 Retail/ Existing Curtain Wall Sill Detail 1" = 1'-0" 5 Retail/ Existing Door Sill Detail 1" = 1'-0" 6 Head Detail 1 1/2"= 1'-0" 9 Plumbing at Continuous Slab 1" = 1'-0" 7 Jamb Detail 1 1/2"= 1'-0" 8 1 HOUR RATED CONTROL JOINT 1 1/2"= 1'-0" 03.29.10