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A323 Wall Sections
Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Wall Sections 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. © COPYRIGHT 2020 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11/26/2019 A323 Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 02 7/14/20 5/10/21 Steel Release Steel Release #2 BID PHASE II STEEL RELEASE - BID PHASE II 20 1 1 2 2 3 3 4 4 5 5 A B C D A B C D BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 202119.7 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof 1 1/2" GYP.8'-10 1/2" FIN.1 1/8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"6 1/4"1'-8"5'-7" R.O.1'-7 1/2"1"5'-5 1/2" W.1/2"2'-3 7/8"4'-11 1/4"6"8"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD7'-3 1/8"4" S.O.G.+2'-3/4" 2nd Floor (SEE PLAN) 1st Floor15'-11 1/4" FL-FL10'-8" FL-FL10'-8" FL-FL16'-10" T/BRICK EIFS CORNICE EP15 STONE WATERTABLE SB4.4, REF. A215 FOR PROFILE 3/4" EIFS VENEER EIFS CONTROL JOINT EIFS HEAD THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL 3/4" EIFS VENEER 8" METAL STUD WALL WITH GYPSUM SHEATHING SYSTEM (GLASS MAT) THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL DECORATIVE STONE RELIEF PANEL EIFS CONTROL JOINT STEEL BEAM, REF. S-SERIES DWGS. BRICK VENEER CONC. FOUNDATION WALL, REF. S-SERIES DWGS. BRICK VENEER STAINLESS STL. FLASHING / CAP AT FLOOR LINE TRUSSTRUSSTYP. WINDOWC4 A323 D4 A323 C4 A323 B4 A323 B4 A323 A4 A323 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof +2'-3/4" 2nd Floor (SEE PLAN) 1st Floor EXISTING HOTEL CORNICE EXISTING HOTEL 2-HR, METAL STUD AND GYPSUM BOARD CONSTRUCTION EXISTING HOTEL CONSTRUCTION EXISTING CONSTRUCTION 2-HR SHAFT WALL SYSTEM R-21 BATT INSULATION STEEL BEAM, REF. S-SERIES DWGS. STEEL BEAM, REF. S-SERIES DWGS. CONCRETE SLAB ON GRADE, REF. S-SERIES DWGS.TRUSSTRUSSSIM. SIM. 2-HR SHAFT WALL SYSTEM R-21 BATT INSULATION 3/4"18'-0" EXIST. 3rd Floor 8"16'-0"16'-0"10'-0"10'-0"10'-0"11'-6"1'-4"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"2'-4 1/8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"6 1/4"8"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD15'-11 1/4" FL-FL10'-8" FL-FL10'-8" FL-FL4"3'-4"4" S.O.G.EXIST. CONCRETE SLAB ON GRADE REF. S - SERIES DRAWINGS 2-HOUR SHAFT WALL WITH C-H STUDS, 1" LINER PANEL AND 5/8" TYPE 'X' GYPSUM BOARD EXISTING CONSTRUCTION EXISTING EIFS VENEER EXISTING HOTEL CONSTRUCTION RIGID INSULATION, 3", R15 MIN.) 3"2"3"EXIST. PLAN VIEW ROCKWOOL INSULATION, R 24 STEEL BEAMS AND COLUMNS WITH 3- HR SFRM; REF. S- SERIES DWGS. AIR SPACE EXISTING HOTEL CONSTRUCTION BENT PLATE EXISTING EIFS VENEER INTUMESCENT CAULK CLIP ANGLE AND 6" MINERAL WOOL FIRE-BLOCKING AT FLOOR AND CEILING LEVELS CLIP ANGLE COMPOSITE CONCRETE DECK 2-HOUR SHAFT WALL WITH C-H STUDS, 1" LINER PANEL AND 5/8" TYPE 'X' GYPSUM BOARD 4"2"EXIST. PRE-FINISHED METAL FLASHING, 6" HIGH EXISTING HOTEL CONSTRUCTION BLOCKING: 2x8, PRESERVATIVE TREATED, CONTINUOUS. (CUT OUT EXISTING EIFS.) PVC ROOFING PVC BELLOW FLASHING WITH SUPPORT ROD SEALANT AND BACKING ROD, 3/4" STACKED 2x BLOCKING RESILIENT CHANNEL, 1/2" BATT INSULATION POSITION TBD GYPSUM BOARD, 5/8", TYPE 'C' ROOFING SYSTEM (SEE OTHER SECTIONS) 2-HOUR RATING PRE-ENGINEERED FLOOR TRUSS, WITH 5/8" GLASS MAT GYP. BD. BOTH SIDES (REF: S-SERIES DWGS.) 2-HOUR SHAFT WALL WITH C-H STUDS, 1" LINER PANEL AND 5/8" TYPE 'X' GYPSUM BOARD PROVIDE 2-HOUR RATED JOINT ASSEMBLY FOR REVIEW EXIST. 2"CLIP ANGLE AND 6" MINERAL WOOL FIRE-BLOCKING AT FLOOR AND CEILING LEVELS 32 EXIST.EXISTING HOTEL CONSTRUCTION CLIP ANGLE RESILIENT CHANNEL, 1/2" BOTT. & TOP TRACK OF C-H STUD AT FL. LINE 2 HOUR RATED PRE-ENGINEERED FLOOR TRUSS, WITH 5/8" GLASS MAT GYP. BD. BOTH SIDES (REF: S-SERIES DWGS.) 2-HOUR SHAFT WALL WITH C-H STUDS, 1" LINER PANEL AND 5/8" TYPE 'X' GYPSUM BOARD GYPSUM BOARD, 5/8", TYPE 'C' CLIP ANGLE AND 6" MINERAL WOOL FIRE- BLOCKING AT FLOOR AND CEILING LEVELS FIRE CAULKING AND SEALANT NOTES: 1. PROVIDE MINERAL WOOL INSULATION (ROCKWOOL) INSIDE CFS BOX HEADERS AND CRIPPLE STUD CAVITIES SO ENTIRE WALL IS INSULATED. 2. PAINT ALL EXPOSED STEEL LINTELS WITH COLOR SPECIFIED BY ARCHITECT. 3. PROVIDE STAINLESS STEEL LINTELS WHERE SUPPORTING LIMESTONE. 4. FOR EIFS CORNICE PROFILES, SEE SHEETS A215 AND A217. 5. ALL STEEL AND ALUMINUM ON BALCONIES IS PAINTED W/ TNEMEC SYSTEM. 6. INSULATE THE CAVITIES IN STOREFRONT SYSTEMS BETWEEN FRAMES. SPRAY FOAM SHIM SPACES FOR AIR TIGHT SEALS. 7. REFER TO EIFS DETAILS FOR TYPICAL EIFS REQUIREMENTS AND OTHER REQUIREMENTS IMPLIED WHEN ADJOINING OTHER SYSTEMS. 8. WOOD BLOCKING AND PLYWOOD ARE FIRE RETARDANT TREATED FOR FIRST AND SECOND FLOORS, INCLUDING THE WOOD AT ROOF, COPING AND PARAPET DETAILS AT THOSE FLOORS. AREAS ABOVE THE TYPE I CONSTRUCTION AND PART OF THE TYPE V CONSTRUCTION ARE NOT REQUIRED TO BE FIRE RETARDANT. 9. USE PRESERVATIVE TREATED EXTERIOR PLYWOOD SHEATHING AT ROOF SIDE OF PARAPETS AND WOOD WALL PANELS AT ROOF WALLS, PORCH WALLS OR CANOPY AREAS. SCALE: 1/4" = 1'-0" D1 Wall Section A323 0 2'4'8'SCALE: 1/4" = 1'-0" D2 Wall Section A323 0 2'4'8'SCALE: 1 1/2"= 1'-0" D4 Section Detail A323 0 6''12''18'' SCALE: 1 1/2"= 1'-0" C4 Section Detail A323 0 6''12''18'' SCALE: 1 1/2"= 1'-0" A4 Section Detail A323 0 6''12''18'' SCALE: 1 1/2"= 1'-0" B4 Section Detail A323 0 6''12''18''