Architecture Portfolio - Selected Works

KRITI CHAUDHRY architecture portfolio selected works

Kriti Chaudhry http://issuu.com/kritichaudhry kritichaudhry5@gmail.com kritic2@illinois.edu 5616 Pershing Ave Saint Louis, MO 63112

Skills Core Skills Space Planning Design Development Construction Documentation Construction Administration Technical Revit, BIM360, AutoCAD, Navisworks Bluebeam and Newforma Adobe Photoshop, InDesign, and Illustrator SketchUp, Rhinoceros, Enscape Microsoft Office, OneNote

Activities & Interests Community Engagement Project Pipeline - NOMA Saint Louis Design Lab - AIA Cincinnati Rebuilding Together Keep Cincinnati Beautiful Clean Up Cincy Cincinnati Cultural Arts Center Extra-Curricular Gargoyle Honors Society Public Relations Ricker Report Editor Solar Decathlon Design Team Member Zindaa UIUC Dance Team Member Alpha Rho Chi Professional Fraternity Member UC Dhadak International Dance Team Member Interests Dance, Music, Art, and Travel

Work Christner Architects Architectural Associate Saint Louis Symphony Orchestra, SSM Wentzville, SLCC Wildwood, and SIUE Health Sciences Building DEI Committee and Social Committee Member

July 2021- Present Saint Louis, MO

Tra Design Designer and Project Coordinator Residential, Workplace, and Educational

June 2018- June 2019 Cincinnati, OH

Glick-Boehm & Associates Intern Architect Public Works and Workplace

May 2017- July 2017 Charleston, SC

Architecture inc.

Intern Architect Corporate Workplace

Aug. 2016- Dec. 2016 Reston, VA

Forrest Perkins Intern Architect Active Adult Housing

Jan 2016- April 2016 Washington, D.C.

Education University Of Illinois at urbana-champaign Illinois School of Architecture Master’s of Architecture

2019-2021

Urbana-Champaign, IL

VII International Workshop- La Salut Stream

Spring 2021

University Of Cincinnati

2014-2018

Two week workshop analyzing and redifining the relationship between the Collserola nature park and Llobregat river in Spain

College of Design, Archtecture, Art and Planning B.S. Architecture

Said Travel Studio Two month travel studio through South-East Europe concentrating on wood and stone architectural designs and construction techniques

Cincinnati, OH

Fall 2017

Achievements Darmstadt Fellowship 2020 Graduate Studio Excellence Awards- Honorable Mention Fall 2019 Goetsch Fellowship 2019 Winner - Future of Work Competition 2018 Dean’s List 2016 to 2018 International Outreach Scholar 2014 to 2018

Exhibitions Earl Prize Nominee Exhibition DAAP Works Holz und Stein

Fall 2019 Spring 2018 Fall 2017

Contents PROFESSIONAL HEALTH SCIENCES BUILDING higher education

01

SAINT LOUIS SYMPHONY ORCHESTRA cultural

02

TECHNICAL DRAWINGS professional work

03

EDUCATIONAL THE MEETING PLACE healing outpost

04

IN SITU HOME residential

05

TRANSPOSE competition - future of work

06

HOLZ UND STEIN framework

07

PERSONAL SKETCHES

08

01 Health Sciences Building Southern Illinois University Edwardsville Size: 176,000 SF Status: Est. Completion Summer 2025 Phases: Design Development and Construction Documentation Design Architect: Christner Architects Architect of Record: Lamar Johnson Collaborative

This is a new facility on the SIUE campus to consolidate the Nursing, Pharmacy, Public Health, and Occupational Therapy. The program includes office, research, classroom, and simulation spaces, with an important goal of acting as a new campus gateway.

The design creates a strong sense of connectivity for the Health Science community at SIUE. This connectivity is facilitated through the project’s site response, contextual response, planning organization and its interior and spatial design. The myriad of connections generated by this design will improve the quality of healthscience research and instruction, will encourage more collaboration and innovation and will support a vibrant sense of community and belonging. contributions: massing, exterior envelope design, wall sections, and exterior details

VERTICAL EXPRESSION

Design Concept The design creates a strong sense of connectivity for the Campus: Horizontal grain punctuated Health Sciences communityMain at SIUE. with vertical towers.

The varied levels of connection: - connection with the main campus through its architectural character - research space connects with instructional space through proximities - the School of Nursing and School of Pharmacy connect through shared instructional space, faculty and administrative adjacencies - collaborative spaces for the all members The building features a main central commons that celebrates and symbolizes inter-professional teaching and research. This New Health Sciences: Horizontal grain punctuated serves as the connection between students and faculty while with vertical stair tower at entry. also creating a welcoming entrance to the faculty suites.

CONTEXTUAL ANALYSIS

RESPONSE TO IMMEDIATE CONDITIONS

3 STORY BAR FACING UNIV. DRIVE

2 STORY ALIGNMENT WITH 200

Our design also responds to the 1 STORY ALIGNMENT smaller scales of the existing WITH 220 buildings 200 and 220. A two story mass connects these buildings, while the taller 3 story 220 mass (of the new building) faces 200 University Drive and gives the L RESPONSE project a more public presence.

200 The western facade of Building gn of our building rooted in a response to the architecture of the Main Campus, it has its own 200,iswhich is really outcontextual of for the university, is program and site conditions. Like the Main Campus, our design has ic identity that character responds to its specific concealed and partially absorbed 220 horizontal volumetric composition. by the new construction. This horizontality occurs through the placement and rhythm of windows

anization of façade materials. A vertical stair tower juxtaposes our building’s horizontal massing and announ MASSING DIAGRAM . This element also gives landmark presence to the building and alludes to the prominent towers on the Mai SIUE HEALTH SCIENCES BUILDING | OCTOBER 20, 2022 Contextual Response visual analysis below).

Main Camous: Horizontal grain punctuated with vertical towers

ampus: Horizontal grain punctuated tical towers.

HORIZONTAL EMPHASIS

VERTICAL EXPRESSION

Site Response The strategy was to reduce costs and provide the maximum amount of program spaces, the design repurposes two existing buildings. The new ‘L’ shaped construction connects to one building and bends alond the curved road to connect to the southern side of the second building. The connection is made with a two story wing, which conceals the dated western facade of the existing building. This in turn gives the building a dynamic and inviting character. The new building transitions to a more prominent three story mass at the southern edge of the site. The volume, coupled with a vertical stair tower, emphasizes the Health Sciences and creates a strong presence at the campus entry.

The building entry is aligned with the existing landscape finger to ensure a natureal, shaded pedestrian way links the new building back to capus. The long bent facade faces northwest ensuring excellent daylighting and reduced energy demand.

New Health Sciences: Horizontal grain punctuated with vertical towers

Elevation Design Development Original Schematic Design

1. Revision to stair tower 2. Modifications to brick organization 3. Match window rhythm across levels

4. Strategic introduction “limestone” colored zones to connect to main campus

5. Final modification of brick organization to make facade more engaging

Rendered Views View from NW

View from South

SECTION DETAIL - CURTAIN

A3.601 R.O. 99' - 0" 1' - 7 3/4" 2" B5 FOR REMAINING NOTES AND TERMINATIONSEE BARPLAN RICK DIMENSIONS REFER TO G1 / A3.602 A3.601 1 1/2" = 1'-0" GYPSUM SHEATHING, 5/8" AVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL CAVITY DRAINAGE MATERIAL; 9 5/8" 6 5/8" 3 1/2" GYPSUM SHEATHING, 5/8" LEVEL 01_WDETAIL GENERAL NOTES: C1 2 3/8" 11 3/4" EXTERIOR COL A LEVEL 01_W SEE LEVEL 01_W HROUGH-WALL FLASHING LOCATIONS LOCATE ABOVE ALL SEE PLAN PLANLEVEL TY DRAINAGE MATERIAL; AIR/VAPOR BARRIER03 EXTERIOR GENERAL6"NOTES: 1' - 4THROUGH-WALL 7/8" 98' -A. 6"REFER TO DETAIL 5 1/2" A3.504 FOR SHEET METAL AN FLASHING TY DRAINAGE 98' -COLD 6" FORMED METAL FRAMING, TE ABOVE ALLMATERIAL; 1' - 4 7/8" 6"REFER TO SHEET P AIR BARRIER OVER FLASHING - 4 1/4"FOR SHEET METAL AN 130' 8" 1'THERMALLY -98' 4 7/8"- 6" BROKEN ADJUSTABLE MASONRY A. SHEET1'A3.504 PROFILES LEVEL 01 9 5/8" 7 1/4" LOCATIONS MASONRY VENEER, REF TO ELEVATIONS FOR TE ABOVE ALL VENEER ANCHOR OUGH-WALL FLASHING COL ATYPE PROFILES 9 5/8" 7 1/4" GYPSUM SHEATHING, 5/8" 9 5/8" 6 5/8" STOREFRONT SYSTEM ERMINATION BAR 9 5/8" 7 1/4"LAP AIR BARRIER 1/2" OUGH-WALL FLASHING GYPSUM BOARD, TYPE X, 5/8" COL 100' - 0" A T.O.CONC-B1 TIONS OVER FLASHING SEE PLAN HOLD GYP SHEATHING 1/4"LINE FROM WOOD BLOCKING SAN OF WALL(XPS) BEYOND TIONS WOOL FIRE SAFING INSULATION, FILL ENTIRE SEEMORTAR PLAN WASH POLYSTYRENE FOAM BOARD INSULATION, NERAL STEEL STUDS, 2 1/2" CONN PLATE AND PROVIDE SEALANT 130' -REF 0" CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL OF 1/2" PLYW MINATION BAR BRACING. TO STRUCT DWG(S) 118' - 8" SECTIONS SEE WALL NFPA 285 COMPLIANT, 4" AVITY 1' - 4 7/8" COLD FORMED METAL FRAMING, 6" 24 COL BETWEEN THE DISSIMILAR MINATION BAR SEE PLAN 1' - 4 7/8" THROUGH-WALL FLASHING LOCATIONS GALVANIZED, PRIMED, AND PAINTED. 24 COL CLIP PARTITION TO EXTERIOR WALL AIR/VAPOR BARRIER SEE PLAN DEEL GYPANGLE; SHEATHING 1/4" FROM MATERIALS (TYP ALL 4 SIDES).

MASONRY SOLDIER COURSE, REF TOTERMINATION ELEVATIONSBAR 9 5/8" 7 1/4" 9 5/8" 7 1/4" 99' 0" WRAP ROOF MEMB EF TO STRUCT DWG(S) SEE WALL SECTION D GYP SHEATHING 1/4" FROM FOR REMAINING NOTES A N PLATE AND PROVIDE SEALANT SEALANT MASONRY WEEP 9 5/8" 7 1/4" E1 9 5/8" 7 1/4" FOR TYPE THERMALLY BROKEN ADJUSTABLE MASONRY FOR REMAINING NOTES A AND SHINGLE N PLATE PROVIDE SEALANT DIMENSIONS REFER TO G WEEN THEAND DISSIMILAR CONN PLATE. REF TO STRUCT SEE 1/2" GYPSUM BOARD, TYPE X, 5/8" 101' -ELEVATION 1" VENEER ANCHOR A3.602 G DIMENSIONS REFER TOAIR ASONRY WEEP MEMBRANE WEEN THE DISSIMILAR CONCRETE STRUCTURE, REF TO STRUCT DWG(S) ERIALS (TYP ALL 4 SIDES).

DWG(S) MORTAR WASH ERIALS (TYP ALL 4 SIDES).

CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL 100' 9 1/8" SEE ELEVATION POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA SEE SECTION 125' WALL - 11 3/8" AIR/VAPOR BARRIER N PLATE. REF TOWALL STRUCT R.O. SEE WALL SECTION 107' - 4" THROUGH-WALL FLASHING LOCATIONS SEE SECTION 285 COMPLIANT, 4" 98'STRUCT - 6" AIR/VAPOR BARRIER LAP AIR BARRIER OVER FLASHING NS)PLATE. REF TO METAL THROUGHE3 WALL FLASHING MASONRY WEEP F3b D3 BRICK MASONRY VENEER, REF TO ELEVATIONS FOR TYPE S) G3 F3a RAISED GRADE BEAM, REF TO STRUCT DWG(S) MINERAL WOOL FIRE SAFING INSULATION, FILL ENTIRE SEALANT BRICK IR BARRIER ONTO STEEL BRICK ETAL THROUGH WALL FLASHING METAL THROUGH WALL FLASHING A3.501 A3.501 A3.501 1/4" = 1'-0" TERMINATION BAR 1/4" = 1'-0" 1/4" = 1'-0" CAVITY AIR GE BARRIER (2" MIN) - ONTO TYP ONSTEEL ALL A3.501 1/4" = 1'-0"GROUT SOLID BELOW FLASHING A3.501 1/4" = 1'-0" HAT CHANNEL 1 1/2" STEEL SUPPORT PLATE, GALVANIZED GYPSUM SHEATHING, 5/8" MORTAR WASH POLYSTYRENE (XPS) FOAM BOARD INSULATION, EALANT SGE (2" MIN) - TYP ON ALL ELEVATIONS STEEL SUPPORT PLATE, GALVANIZED GYPSUM WASH 0' SEALANT 2' 4' MASONRY SOLDIER 8' COURSE, REF TOMORTAR 0'5/8" 8'6"2' 4' 8' 0' 8' 2' COLD FORMED METAL FRAMING, NFPA 4"SHEATHING, S 0' 285 COMPLIANT, 2' COLD 4' 0' 2' 4' FOR TYPE 1/2" FORMED METAL FRAMING, 6" ONRY WEEP STEEL ANGLE; GALVANIZED, MASONRY SOLDIER 1/2" USTOM FORMED ALUMINUM TRIM, 4" X 1 1/2", PAINT COLD FORMED METAL FRAMING, 6" ONRY SCHEDULED CEILING LEVEL 01 AIR/VAPOR BARRIER PRIMED, AND PAINTED. REF TO MASONRY WEEP ANT WEEP MASONRY SOLDIER COURSE, REF TO ELEVATIONS VAPOR RETARDER ANT CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT 9 5/8" 7 1/4" 100' 0" STRUCT DWG(S) MASONRY SOLDIER COURSE, REFWALL TO ELEVATIONS ML FRAME FOR TYPE METAL THROUGH FLASHING THROUGH WALL FLASHING COLD FORMED METAL FRAMING, CONTRACTOR FOR TYPE POLYSTYRENE ( L THROUGH WALL FLASHING LAP AIR BARRIER ONTO STEEL GRAVEL 1' - 4 7/8" SEE EXTERIOR ELEVATIONS SEE SECTIONS 126' - 0" SHEET METAL FLASHING, PROFILE D 140' - 8" WITH SPRAY 6" LL FRAME FOAM INSULATION R.O. SEE SECTION 140'WALL 8" WALL WATERPROOFING LAYER INSTALLED ON BRICK AND R.O. 126' -SEE 0" WALL SECTION FLANGE (2" MIN) - TYP ON ALL SEE ELEVATIONS SEE 126'WALL - 0" SECTIONS SHEET METAL FLASHING, PROFILE D 140' EXTERIOR - 8" 8 5/8" 7 1/4" SEE PLAN A LAPPED OVER PRIMARY WATERPROOFING LAYER A SIDES MORTAR WASH A SEALANT 24 SEE ELEVATION 99' - 5" MORTAR WASH 1/2" L ANGLE; GALVANIZED, WOOD BLOCKING/NAILER, FRT D4 C4 THERMALLY STEEL ANGLE; GALVANIZED, PRIMED, AND PAINTED. 1/2" L ANGLE; GALVANIZED, ED, AND PAINTED. REF TO MASONRY VENEER, R SCHEDULED CEILING THERMALLY BROKENREF ADJUSTABLE 140' SEE - 8" WALL SECTION A3.601 1 1/2" = 1'-0" A3.601 GYPSUM TO STRUCTMASONRY DWG(S) 1 1/2" = 1'-0" ED, AND SCHEDULED STOREFRONT SYSTEM CT DWG(S) BOARD,CEILING TYPE X, 5/8" R.O. COL APAINTED. REF TO THERMALLY BROKEN ADJUSTABLE VENEERMASONRY ANCHOR R.O. 140' SEE - 8" WALL SECTION CT DWG(S) G2 HIGH DENSITY EXTRUDED POLYSTYRENE BOARD CAVITY DRAINAG SHEET METAL FLASHING, PROFILE C1 VENEER ANCHOR CURTAINWALL INSULATION, 3" FORMED METAL FRAMING, POLYSTYRENE (XPS) FOAM BOARD INSULATION, SEALANT AND INSULATION, 2" THBACKER ROD, 1/2" THROU A3.602 1 1/2" = 1'-0" FORMED METAL FRAMING, 1/2" 4 7/8" 11 1/2" ANDBOARD BACKER ROD, 3/4"4" POLYSTYRENESEALANT (XPS) FOAM INSULATION, FOR REMAINING NOTES AND NFPA 285 COMPLIANT, GYPSUM BOARD, TYPE X, 5/8" SEALANT AND BACKER ROD, 3/4" 285 COMPLIANT, LEVEL 03 MASONRY VENEER STOREFRONT SYSTEM4" COL DIMENSIONS REFER TO G3 / A3.601 11 NFPA SEE PLAN GYPSUM BOARD, TYPE X, 5/8" SEALANT AND BACKER ROD 7 1/4" 148' - 8" 11 1/2" 1/2" 4 7/8"8 5/8"T.O. MASONRY T.O. SCREEN 156' 8" T.O. MASONRY 148' - 8" 130' - 8" THERMALLY BR SEALANT AND BACKER ROD COMPRESSIBLE FILLER 8 5/8"MASONRY7 1/4" T.O. 148' - 8" ROLLER WINDOW SHADE SYSTEM, SEE REFLECTED 2 5/8" 11 1/2" CURTAINWALL SYSTEM T.O. MASONRY 148' - 8" STOREFRONT SYSTEM FLUID-APPLIED WATERPROOFING CEILING PLANS CURTAINWALL SYSTEM C5 MASONRY SOLDIE G5 CURTAINWALL SYSTEM D ALUMINUM SILL, PROFILE MS-2 1/2" 4 7/8" 11 1/2"E5 C5 SCHEDULED CEILING 6 1/4" C1 FOR REMAINING NOTES AND SEALANT AND BACKER ROD, 1/4" A3.601 1 1/2" = 1'-0" = 1'-0" 1/2" 4 7/8" 11 1/2" A3.601 1 1/2" = 1'-0" A3.601 1 1/2"SCHEDULED = 1'-0" CEILING 2' - 5 3/8" WATERPROOFING DRAINAGE MATTO E2 / A3.601 A COL A3.601 1 1/2" = 1'-0" = 1'-0" AP AIR BARRIER OVER FLASHING REFER FIRE RESISTIVE JOINT SYSTEM AT SLAB EDGE, TYP. SEE PLAN 9 5/8" 7 1/4" C1A3.602 DIMENSIONS CUSTOM OFFSET STRAP ANCHOR WOOD BLOCKING/NAILER, FRT 8 5/8" 7 1/4" AIR BARRIER OVER FLASHING A COL 9 5/8" 7 1/4" 6 5/8" 5 3/4" 7 1/4" 9 3/4" WOOD BLOCKING/NAILER, FRT 7 1/4"A3.602

BY STOREFRONT CONTRACTOR 1/2" 4 7/8"8 5/8" 11 1/2" AIRMETAL BARRIER OVER FLASHING ET FLASHING, PROFILE A2 A COL M CURTAINWALL LATERAL AND GRAVITY ANCHOR B5 MINATION BAR WOOD BLOCKING/NAILER, FRT B5 WATERPROOFING MANUF STANDARD SEALANT ANCHOR SEE SECTION MINATION 99'BAR -WALL 0"T.O. A3.601 1 1/2" = 1'-0" CONC A T.O. CONC A TY DRAINAGE MATERIAL; SEALANT, 3/8" COL 24 T.O. CONC - A T.O. METAL CONC - A 6" FACE CANT A3.601 1 1/2" = 1'-0" GYPSUM SHEATHING, 5/8" SEE PLAN COLD FORMED FRAMING, TY DRAINAGE MATERIAL; COL 144' - 8" 144' - 8" 24 SEALANT AND BACKER ROD, 1/2" ATE ABOVE ALL GYPSUM 5/8" GYPSUM BOARD, TYPE X, 5/8" SHEATHING, STOREFRONT SYSTEM SEE PLAN 144' - 8"6" 144' - 8" UMINUM PLATE TRIM, FINISH TO MATCH ATE ABOVE ALL 5 1/2" OUGH-WALL FLASHING EMBED BENT PLATE, REFER TO STRUCT DWG(S) THERMALLY BROKEN ADJUSTABLE MASONRY STEEL ANGLE; GAL HATTHERMALLY CHANNEL 7/8" 6" 5 1/2" OUGH-WALL FLASHING METAL PANEL SEALANT AND BACKER ROD, 1/2" ATIONS BROKEN ADJUSTABLE E5 VENEERMASONRY ANCHOR SEE WALL SECTION COLD FORMED M ATIONS 98' - 5 3/4" SEALANT AND BACKER ROD VENEER ANCHOR A3.601 CUSTOM FORMED ALUMINUM SILL, PROFILE MS-1A1/2" D GYP SHEATHING 1/4" FROM 5 3/4" SEALANT AND BACKERSHEE ROD 1/2" MORTAR WASH DN GYP SHEATHING 1/4" FROM ZEE CLIP PLATE AND PROVIDE SEALANT SEALANT T.O. MASONRY 140' 8" MORTAR WASH B.O. SCREEN 148' 8" R.O. 140' 8" 118' 8" SEE 133' - 4"WALL R.O. SEE WALLSECTIONS SECTION N PLATE PROVIDE SEALANT COLD FORMED METAL FRAMING, 6" R.O. 140' - 8" R.O. 140' - 8" WEEN THEAND DISSIMILAR WOOD BLOCKING/NAILER 118'WALL - 8" SECTIONS SEE COLD FORMED METAL FRAMING, 6" WEEN DISSIMILAR ERIALSTHE (TYP ALL 4 SIDES).

WOOD BLOCKING/NAILER, F MASONRY SOLDIER COURSE, REF TO ELEVATIONS ERIALS (TYP ALL 4 SIDES).

CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT SHEET METAL FLASHING, PROFILE A1 WOOD G1 BLOCKING/NAILER, F MASONRY SOLDIER COURSE, REF TO ELEVATIONS FOR TYPE C.L. MULLION 138' - 11" CONTRACTOR GRAVEL E DWG(S) N SLAB, PLATE.REF REFTO TOSTRUCT STRUCT FOR TYPE 1/2" A3.604 GYPSUM BOARD, TYPE X, 5/8" LAP AIR BARRIER OVER 110' -FLASHING 8" CEILING G5 N(S)PLATE. REF TO STRUCT COLD FORMED METAL FRAMING, 6" 1/2" GYPSUM BOARD, TYPE X, 5/8" CONCRETE SLAB, REF TO STRUCT DWG(S) E5 HIGH DENSITY MORTAR WASH MASONRY SOLDIER COURSE, REF TO ELEVATIONS (S) SEE WALL A3.601 JOIN 1 SEE WALLWASH SECTION SECTIONBOARD FIRE RESISTIVE 125' POLYSTYRENE - 11 3/8" MORTAR B4 XTRUDED A3.601 EXTRUDED FOR TYPE SEE SECTION UNDERSLAB VAPOR BARRIER 125' WALL - 11 INSULATION, 3/8" 2" TH A3.601 1 1/2" = 1'-0" T.O. CONC - A POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA ONRY WEEP POLYSTYRENE MASONRY BOARD INSULATION, CONCRETE CURB, REF TO STRUCT DWG(S)WEEP 285 COMPLIANT, 4" ONRYWATERPROOFING WEEP 144' - 8" BRICK AL THROUGH WALL FLASHING 1/4" ALUMINUM COVER, COORDINATE FINISH W/ DOOR 2" TH G4 G4 BRICK THERMALLY BROKEN ADJUSTABLE MASONRY DRAINAGE AL THROUGH WALL MAT FLASHING GYPSUM BOARD, TYPE X, 5/8" BOARD, TYPE X, 5/8" 4 7/8" A3.601 GYPSUM SYSTEM POLYSTYRENE (XPS) FOAM BOARD INSULATION, A3.601 LANT VENEER ANCHOR POLYSTYRENE (XPS) FOAM INSULATION, LANT NFPABOARD 285 COMPLIANT, 4" 4 7/8" 6" 5 1/2" WOOD BLOCKING/NAILER, FRT 1/2" 11 1/2" EL ANGLE;FLUID-APPLIED GALVANIZED, NFPA 285 COMPLIANT, 4" POLYSTYRENE ( AIR/VAPOR NSMF, 2 1/2"POLYSTYRENE T.O. MASONRY 133' - 4" EL ANGLE; GALVANIZED, ( AIR/VAPORBARRIER BARRIER ED, AND PAINTED. REF TO SEALANT WATERPROOFING R.O.R.O. 133'133' - 4" - 4" R.O. 133' - 4" D2 NSMF, 2 1/2" AIR/VAPOR BARRIER MED, AND PAINTED. REF TO 9 5/8" 7 1/4" UCT DWG(S) CUSTOM FORM BRICK 9 5/8" 7 1/4" A3.501 1/4" = 1'-0" UCT DWG(S)G1 COLD FORMED METAL FRAMING, E1 CURTAINWALL SYSTEM AIR BARRIER ONTO STEEL E3 1' 4 7/8" COLD FORMED METAL FRAMING, 6" AIR BARRIER A3.602 1 1/2" = 1'-0" 1STEEL 1/2" 1' - 4 7/8" NGE (2" MIN)A3.602 - ONTO TYP ON ALL= 1'-0" GYPSUM BOARD, TYPE X, 5 A3.601 SEE 6" 8 5/8" 7 1/4" PLAN THERMALLY 0' 2' 4' 8' THERMALLY 1' - 4 7/8" NGE GYPSUM BOARD, TYPE5 7/8"X, 5 S (2" MIN) - TYP ON ALL CUSTOM FORMED ALUMINUM SILL, PROFILE MS-3A 8 5/8" 7 1/4" SEE PLAN C3 LEVEL 03 LEVEL 03 S LEVEL 03 LEVEL 03 CAVITY DRAINAGS A3.601 1 1/2" = 1'-0" C4 CAVITY DRAINAG 130' - 8" 130' 8" R.O. G4 118' SEE - 8" WALL SECTION THROU 130' - 8" E4 130' - 8" C4 E3 THROU A3.601 1 1/2" = 1'-0" = 1'-0" A3.601 1 1/2" = 1'-0" A3.601 1 1/2" = 1'-0" CONCRETE SLAB, REF TO STRUCT DWG(S) VENEER A3.601 1 1/2" = 1'-0" = 1'-0" MASONRY A mar Johnson Collaborative COL A3.601 SEE PLANCOL A MASONRY SOL CONCRETE SLAB, REF TO STRUCT DWG(S) SEE PLAN SEALANT AND BACKER ROD, 1/2" MASONRY VENEER CURTAINWALL INSULATION, 3" G F E D CURTAINWALL INSULATION, 3" 1' - 4 7/8" 1' - 4 7/8" E5 SHEET METAL FLASHING, PROFILE B LEVEL 03 9 5/8" 7 MASONRY 1/4" SOLDIE POLYSTYRENE (XPS) FOAM BOARD INSULATION, A3.601 MASONRY SOLDIE LEVEL 9 5/8" 7 1/4" 130' - 8"03 COLD FORMED METAL FRAMING, 3 5/8" 4" NFPA 285 COMPLIANT, T.O. MASONRY 126' - 0" THERMAL 130' - 8" R.O. 126' - 0" SEE WALL SECTIONS

Exterior Section & Details

CTION DETAIL - SHELF ANGLE @ MASONRY CTION DETAIL - SHELF ANGLE @ MASONRY

SEE RCP

SEE WALL SECTIONS

3/4"

SECTION DETAIL - RECESSED RIBBON SILL

6" 6"

SECTION DETAIL - SHELF ANGLE @ MASONRY RIBBON

1 1/2" 1 1/2"

SECTION DETAIL - STOREFRONT @ GROUND 2

SEE RCP SEE RCP

STAIR 1

6"

typical window wall section

SEE RCP

3/4"

typical wall section

SECTION - AREA 1A - PLAN EAST 2 AREA A2 WALL SECTION - WALL AREA A - PLAN NORTH WALL SECTION -WALL AREASECTION A - PLAN -NORTH

6"

WALL SECTION - AREA A - PLAN NORTH 3

1" MIN

H2

- RECESSED RIBBON HEAD SECTION DETAIL SECTION - TYPICALDETAIL WINDOW HEAD SECTION DETAIL - RECESSED RIBBON HEAD

SECTION DETAIL - TYPICAL STOREFR

SEE RCP

6"

SEE WALL SEE WALL SECTIONS SECTIONS

1" MIN

SECTION DETAIL - CURTAIN WALL HEAD SECTION DETAIL - CURTAIN WALL HEAD

SECTION DETAIL - STOREFRONT @ GROUND

SECTION DETAIL - RAISED GRADE BEAM

SECTION DETAIL - MAIN ENTRY SOFFIT SECTION DETAIL - RECESSED RIBBON SILLSILL SECTION DETAIL - TYPICAL WINDOW AND STOREFRONT SECTION DETAIL - RECESSED RIBBON SILL

CTION DETAIL - SHELF ANGLE @ MASONRY RIBBON CTION DETAIL - SHELF ANGLE @ MASONRY RIBBON

R.O. 126' - 0"

CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL 6GYPSUM 1/4" SHEATHING, 5/8" FOR REMAINING NOTES AND THROUGH-WALL C.L. MULLION 124' - 7" 6 1/4" FLASHING FORLOCATIONS REMAINING NOTES AND/ A3.601 DIMENSIONS REFER TO E2 E5 LEVEL 03 DIMENSIONS REFER TO E2 / A3.601

ACING. REF TO STRUCT DWG(S)

130' - 8"

A3.601

AIR/VAPOR BARRIER

AY FOAM INSULATION

G4 A3.601

TERMINATION BAR AIR/VAPOR BARRIER BRICK

STRIP AIR BARRIER INTO OPENING

HEDULED CEILING

CEILING 110' - 8" MASONRY WEEP SEE WALL SECTION SEALANT EXTERIOR INSULATION FINISH SYSTEM, 4" MIN SEE EXTERIOR ELEVATIONS 129'INSULATION - 4 3/8" THICKNESS

T.O. MASONRY 118' - 8"

LEVEL 02

SUM BOARD, 116' TYPE X,-5/8" 0"

LER WINDOW SHADE SYSTEM, SEE REFLECTED LING PLANS

SEALANT AND BACKER 1/2" METAL THROUGH WALLROD, FLASHING

110' - 8" CEILING 110' - 8" LIPPED BRICK MASONRY SOLDIER COURSE, REF TO ELEVATIONS CEILING SEE WALL SECTION FOR TYPE SEE WALL SECTION MASONRY WEEP MORTAR STEEL ANGLE; GALVANIZED. REF TOWASH STRUCT SEE RCP SEE RCP

TOM OFFSET STRAP ANCHOR BY STOREFRONT NTRACTOR

6" 6"

OD BLOCKING/NAILER, FRT

G4 A3.601

R.O. R.O. 118' -118' 8" - 8"

R.O. 126' - 0"

CURTAINWALL SYSTEM CURTAINWALL SYSTEM FIRE RESISTIVE JOINT SYSTEM AT SLAB EDGE, TYP. FIRE RESISTIVE JOINT SYSTEM AT SLAB EDGE, TYP. CURTAINWALL LATERAL AND GRAVITY ANCHOR CURTAINWALL LATERAL AND GRAVITY ANCHOR ANCHOR CONCRETE SLAB, REF TO STRUCT DWG(S) ANCHOR SCHEDULED CEILING LAP AIR BARRIER OVER FLASHING EMBED BENT PLATE, REFER TO STRUCT DWG(S) EMBED BENT PLATE, REFER TO STRUCT DWG(S)

B.O.W. 110' - 8"

POLYSTYRENE (XPS) FOAM BOARD COLD FORMED METAL FRAMING, 6" INSULATION, NFPA 285 COMPLIANT BETWEEN STEEL FLANGES B4 B4 A3.601

FORMED METAL FRAMING, 3 5/8" REMAINING NOTES AND COLD COLD FORMED METAL FRAMING, 3 5/8" ENSIONS REFER TO G4 / A3.601 GYPSUM SHEATHING, 5/8" GYPSUM SHEATHING, 5/8"

THERMALLY BROKEN ADJUSTABLE MASONRY VENEER ANCHOR COL A MASONRY VENEER, REF TO ELEVATIONS FORCOL ATYPE AIR/VAPOR BARRIER LAP AIR BARRIER OVER FLASHING

1' - 4 7/8"

9 5/8" 1' - 4 1/4" 9 5/8"

7 1/4" 6 5/8"

E2 A3.601

B3

1' - 4 7/8"

A3.601

S

SHEE G4 SHEE 1

SECTION DETAIL - CURT 1 1/2" = 1'-0"

LEVEL 02

1 1/2" = 1'-0"

1/2" 1/2"

CURTAINWALL SYSTEM SECTION DETAIL - TYPICALDETAIL WALL TO FLOORWALL @ SHELF ANGLE CURTAINWALL SYSTEM SECTION - SOFFIT, BELOW C2 G2 A3.601 1 1/2" = 1'-0" CUSTOM FORMED ALUMINUM SILL, PROFILE MS-3A A3.601 1 1/2" = 1'-0" G2 A3.601 SECTION DETAIL - MAIN ENTRY SOFFIT COL C3 A SEE PLAN CUSTOM FORMED ALUMINUM SILL, PROFILE MS-3A COL SECTION DETAIL MAIN ENTRY SOFFIT C3 A3.601 1 1/2" = 1'-0" SEEA3.601 PLAN 1 1/2" = 1'-0"

A

S S

G5 POLYSTYRENE G5PLAN SEE A3.601 1 A3.601 1 1' - 4 7/8" CAVITY DRAINA 9 5/8" 7 1/4 THRO

02-VENEER, MASONRY FOR TYPE SECTIONLEVEL DETAIL CURTAIN WALL SPANDREL @ FLOOR 0" REF TO ELEVATIONS 116' - 116' 0" - -CURTAIN SECTION DETAIL WALL SPANDREL @ FLOOR 1 1/2" = 1'-0"

G3

A3.601

STEEL ANGLE; GAL GAL 9 5/8" STEEL ANGLE; 7 1/4"

R.O. 118' - 8"

1/4" ALUMINUM COVER, COORDINATE FINISH W/ DOOR SYSTEM PLATE. REF TO STRUCT DWG(S) CONCRETE BEAM, REF TO STRUCT DWG(S) 9 5/8" 7 1/4" THERMALLYCONN BROKEN ADJUSTABLE MASONRY SYSTEM VENEER ANCHOR 11BROKEN 1/2" 1' - 4 7/8" THERMALLY ADJUSTABLE MASONRY SEALANT 1/2" MASONRY VENEER, 11 REF TO ELEVATIONS FOR ANCHOR TYPE VENEER SEE- PLAN CLNG 8" B.O.W. 110' 110' - 8"

W

M M

LEVEL 03 130' - 8"

A3.601

A3.601 POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA E3 E3 A3.601 DWG(S) MASONRY WEEP 285 COMPLIANT, 4" 1/4" ALUMINUM COVER, COORDINATEA3.601 FINISH W/ DOOR

LANT AND BACKER ROD, 1/4"

SECTION DETAIL - EXTERIOR DOOR HE

SEALANT

LAP AIR BARRIER OVER STEEL FLANGE GYPSUM BOARD, TYPE X, 5/8" LAP AIR BARRIER ONTO STEEL FLANGE (2" MIN) - TYP ON ALL SIDES

LEVEL LEVEL 02 02 116' 116' - 0" - 0"

WALL SECTION - ROOF SCREEN

SEE WALL SEE WALL SECTIONS SECTIONS

R

S SECTION DETAIL - CURT

R.O. 118' SEE - 8" WALL SECTION R.O. 118' SEE - 8" WALL SECTION SEALANT AND BACKER ROD, 1/2" SEALANT AND BACKER ROD, 1/2" SHEET METAL FLASHING, PROFILE B SHEET METAL FLASHING, PROFILE B POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA

AIR/VAPOR BARRIER COL 24 CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL COL 24 SEE PLAN THROUGH-WALL FLASHING LOCATIONS SEE PLAN 4 7/8" 6" 5LAP 1/2"AIR BARRIER OVER FLASHING 4 7/8" 6" 5 1/2" TERMINATION BAR

FOR REMAINING NOTES FOR REMAINING NOTES DIMENSIONS REFER TO CUSTOM FORM DIMENSIONS REFER TO CUSTOM FORM

CLNG B.O.W. 110' - 8" 110' - 8" MINERAL WOOL FIRE SAFING INSULATION, FILL

SECTION DETAIL - TYPICAL WALL TO CUSTOM OFFSET STRAP A

E3 A3.601 1 1/2" = 1'-0" ENTIRE CAVITY STEEL ANGLE; GALVANIZED, PRIMED, AND PAINTED. REF TO STRUCT DWG(S)

E2 MASONRY WEEP A3.601 R.O.-SEE 105' 10" WALL SECTION METAL THROUGH WALL FLASHING SEALANT

CUSTOM OFFSET CONTRA STRAP S BY STOREFRONT SA

BY STOREFRONT CONTRA

MASONRY SOL MASONRY SOLS STEEL CHANNEL. REF TO STEEL CHANNEL. REF TOMS SEE PLAN

6 5/8"

7 7/8 THERMAL THERMAL STEEL ANG

INSULATION LAP AIR BARRIER OVER FLASHING 285 COMPLIANT, 4" TERMINATION TERMINATIONBAR BAR CON SHEET METAL FLASHING, PROFILE C1 COLD FORMED METAL FRAMING, 6" CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL HOLD GYP SHEATHING 1/4" FROM CONN PLATE THROUGH-WALL FLASHING LOCATIONS BRICK G1 THERMALLY R.O. 102' - 6"COLD FORMED SEALANT AND BACKER ROD, 3/4" METAL FRAMING, 3 5/8" AND PROVIDE SEALANT BETWEEN THE A3.602 MASONRY WEEP GYPSUM BOARD, TYPE X, 5/8" (TYP ALL 4 SIDES).

CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL G2 DISSIMILAR MATERIALS HM FRAME METAL THROUGH WALL LOCATIONS FLASHING THROUGH-WALL FLASHING A3.602 SEE 98' ELEVATION - 8 3/4" COLD METAL FRAMING, 6" G3 CONN PLATE. REF FORMED TO STRUCT DWG(S) R.O. 99' 0" 4 7/8" 1' - 0" LAP AIR BARRIER ONTO STEEL FLANGE (2" MIN) R.O. 99' - 0" G4 A3.601 1 CONCRETE SLAB, REF TO STRUCT DWG(S) LEVEL 01 GYPSUM SHEATHING, 5/8" G4 9 5/8" 7 1/4" SEE SCHEDULED CEILING TYP ON ALL SIDES 98' - ELEVATION 6" STEEL CHANNEL. REF TO STRUCT DWG(S) A3.601 1 9 5/8" 7 1/4" SCHEDULED CEILING100' - 0" A3.601 1 AIR/VAPOR BARRIER BAR 1'LEVEL - 4 7/8" TERMINATION LEVEL 01_W LEVEL 01_W 01_W AIR/VAPORSEALANT BARRIER AIR/VAPOR BARRIER COLD FORMED METAL FRAMING, 3 5/8" LEVEL 01_W LEVEL SEE PLAN 1' - 01_W 4 7/8" GROUT SOLID BELOW FLASHING 98' - 6" AIR/VAPOR BARRIERSEE B2 PLAN MASONRY SOLDIER COURSE, REF TO ELEVATIONS CEILING 98' - 98' 6" - 6" 98' - 6"98' - 6" 110' - 8" A3.601 1 1/2" = 1'-0" POLYSTYRENE CEILING 110' 8" SECTION FOR TYPE B3 SHEET METAL FLASHING, PROFILE J POLYSTYRENE SEE -WALL B3 1/2" A3.601 1 1/2" = 1'-0" SEE WALL SECTION CEILING EXTERIOR INSULATION FINISH SYSTEM, 4" MIN 110' - 8" SEE PL GYPSUM BOARD, TYPE X, 5/8" VAPOR RETARDER C.1 COL C1 A3.601 1 1/2" = 1'-0" MASONRY EXTERIOR INSULATIONINSULATION FINISH SYSTEM, 4" MIN GYPSUM WEEP BOARD, TYPE X, 5/8" C.1 CAVITY DRAINA THICKNESS COL SEE PLANSECTION SEE WALL A3.601 CAVITY DRAINA INSULATION THICKNESS THRO WATERPROOFING LAYER ON BRICK AND SEE PLAN METALINSTALLED THROUGH WALL FLASHING SEALANT AND BACKER ROD, 1/2" THRO GRAVEL 1' 4 7/8" LAPPED OVER PRIMARY LAYER EXTERIOR INSULATION 110' -WATERPROOFING 8" CEILING SEALANT AND BACKER ROD, 1/2" 1' - 4FINISH 7/8" SYSTEM, 4" MIN HM FRAME COLD FORMED METAL FRAMING, 6" MASONRY SOLDIER COURSE, REF TO ELEVATIONS 9 5/8" INSULATION 7 1/4" THICKNESS SEE WALL SECTION COLD SEALANT FORMED METAL FRAMING, 6" SEE97' ELEVATION VENEER, REF TO ELEVATIONS FOR TYPE MASONRY SOLDIER COURSE, REF TO ELEVATIONS - 2" 9 5/8" 7 1/4" FOR TYPE EXTERIOR INSULATION MASONRY FINISH SYSTEM, 4" MIN SEALANT AND ROD,FULLY 1/2" IN BED OF SEALANT MASONRY VENEER, REF TO ELEVATIONS FOR TYPE SETBACKER THRESHOLD FOR TYPE INSULATION THICKNESS STEEL ANGLE; GALVANIZED, PRIMED, AND PAINTED. CAVITY DRAIN MORTAR WASH AIR/VAPOR BARRIER SEALANT AND BACKER ROD, 3/4" POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA MORTAR WASH REF TODRAINAGE STRUCT DWG(S) THR BARRIER 11 1/2" WATERPROOFING MAT (XPS) POLYSTYRENE 3 AIR/VAPOR MASONRY WEEP 285 COMPLIANT, 4" FOAM BOARD INSULATION, NFPACOLD FORMED METAL FRAMING INSTALL RIGID INSULATION PRIOR TO CAVITY CLOSURE DRAINAGEANGLE, MATERIAL; LOCATE ABOVE ALL MASONRY WEEP 285 COMPLIANT, 1/2" X 8 1/2" SEE PLAN F1 E1 D1 SEALANT AND BACKER ROD, 5/8" 4" LAP AIR BAR CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL SEE WALL SECTION 98' 6" INSTALLATION OF FLASHING THROUGH-WALL FLASHING LOCATIONS H1 G1 HIGH DENSITY EXTRUDED 9 5/8" 7 1/4" POLYSTYRENE BOARD THERMALLY BROKEN ADJUSTABLE MASONRY POLYSTYRENE (XPS) FOAM BOARD INSULATION THROUGH-WALL FLASHING LOCATIONS A3.501 1/4" = 1'-0" 9 5/8" 7 1/4" A3.501 1/4"THERMALLY A3.501 1/4" = 1'-0" = 1'-0" BROKEN ADJUSTABLE INSULATION, 2" TH VENEERMASONRY ANCHOR POLYSTYRENE A3.501 1/4" = 1'-0" A3.501 1/4" = 1'-0" STOREFRONT SYSTEM 285 COMPLIANT,(XPS) 4" FOAM BOARD INSULATION LAP AIR BARRIER OVER FLASHING 1' - 4 7/8" VENEER ANCHOR 2854'COMPLIANT, 4" LAP OVER FLASHING 1' - 4 7/8"8' MASONRY VENEER, REF TO ELEVATIONS FOR 2' 8' 0' TYPE 2' 4' 0'0' 2'2' 4'4' 8'8' AIR BARRIER FLUID-APPLIED WATERPROOFING TERMINATION BAR OFFSET STRAP ANCHOR BY 0' CUSTOM STOREFRONT 0' 2' 4' 8' MASONRY VENEER, REF TO ELEVATIONS FOR TYPE SEE PLAN TERMINATION BAR MASONRY SOL CONTRACTOR SEE PLAN MINERAL WOOL FIRE SAFING INSULATION, FILL EXIT SIGN, REFER TO MEP DWGS MINERAL WOOL FIRE SAFING INSULATION, FILL ENTIRE CAVITY EXIT SIGN, REFER TO MEP DWGS Copyright C 2023 Lamar Johnson Collaborative E D C2 CAVITY G2 E2 GSTEEL ANGLE; GALVANIZED, PRIMED,ENTIRE F M AND PAINTED. C2 CONCRETE SLAB, REF TO M A3.601 1 1/2" = 1'-0" WATERPROOFING MANUF STANDARD SEALANT STEEL ANGLE; GALVANIZED,REF PRIMED, AND PAINTED. COL A A3.601 1 SEE A3.601DWG(S) 1/2" =PLAN 1'-0" 1 1/2" = 1'-0" COLD FORMED METAL FRAMING, 6" TO STRUCT DWG(S) STRUCT A3.601 1 1/2" = 1'-0" COLD FORMED METAL FRAMING, 6" COL D A FACECOL CANT REF TO STRUCT DWG(S) SEE PLAN THERMALLY BROKEN ADJUSTABLE MASONRY 1' - 4 7/8" MASONRY WEEP THERMALLY BROKEN ADJUSTABLE MASONRY 1' - 4 7/8" VENEER ANCHOR SEE PLAN MASONRY WEEP 9 5/8" 7 1/4" BED SILL IN SEALANT AT SPLICE 4 3/8" 11 1/2" R.O.-SEE VENEER ANCHOR STEEL ANG 105' 10" WALL SECTION MASONRY VENEER, REF TO ELEVATIONS FOR TYPE 9 5/8" 7 1/4" STEEL ANG 5 3/8" 11 1/2" R.O.-SEE 105' 10" WALL SECTION MASONRY VENEER, REF TO ELEVATIONS FORSILL TYPE WINDOW PROFILE, GYPSUM BOARD, TYPE X, 5/8" METAL THROUGH WALL FLASHING AIR/VAPOR BARRIER G FOR REMAINING NOTES AND METAL THROUGH WALL FLASHING CON GYPSUM BOARD, TYPE X, 5/8" STEEL ANGLE; SEE DETAIL FOR TYPE AIR/VAPOR BARRIER CON LAP AIR BARRIER OVER FLASHING CUSTOM FORMED ALUMINUM SILL, PROFILEPOLYSTYRENE MS-1B SEALANT WOOD BLOCKING/NAILER, FRT (XPS) FOAM BOARD INSULATION, NFPADIMENSIONS REFER TO G4 / A3.601 LAP AIR BARRIER OVER FLASHING SEALANT WOOD BLOCKING/NAILER, FRT POLYSTYRENE THERMALLY ALUMINUM SPLICE 285 COMPLIANT,(XPS) 4" FOAM BOARD INSULATION, NFPA TERMINATION BAR PLATE, THERMALLY 285 COMPLIANT, 4" TERMINATION BAR SILL SHEET METAL FLASHING, PROFILE C1 FINISH TO MATCH STOREFRONT SYSTEM SEALANT R.O.-SEE 101' 0" WALL SECTION CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL SHEET METAL FLASHING, PROFILE C1 SEALANT CAVITY DRAINAGE MATERIAL; LOCATELOCATIONS ABOVE ALL THROUGH-WALL FLASHING FILL FRAME WITH SPRAY FOAM INSULATION SEALANT AND BACKER ROD, 3/4" B1

S S S

WALL SECTION - AREA A - PLAN WEST 4

1/15/2024 12:21:51 PM

SEE RCP

6"

SECTION DETAIL - EXTER SECTION DETAIL - CURTAIN WALL SILL SECTION DETAIL - CURTAIN WALL SILL

WALL WALLSECTION SECTION--AREA AREAAA--PLAN PLANWEST WEST52

SECTION DETAIL - SOFFIT, WALL BELOW SECTION DETAIL - SOFFIT, OUTER CORNER SECTION DETAIL - SOFFIT, WALL BELOW

WALL SECTION - AREA - PLAN WEST WALL SECTION - AREA A - APLAN WEST 3 6 SECTION DETAIL - SOFFIT, WINDOW

" 1/4

SECTION DETAIL - EXTER

FOR TYPE

THROUGH-WALL FLASHING LOCATIONS, MIN 3 COURSES POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA LEVEL285 03COMPLIANT, 4"

MASONRY WEEP/VENT

NDWICHED BETWEEN 2 LAYERS WOOD WITH A TOTAL ASSEMBLY THICKNESS OF 1 1/2"

1/2"

BRANE TO FRONT OF PARAPET E LAP OVER THE FLUID APPLIED R BARRIER. MEMBRANES TO BE CONTINUOUSLY SEALED

7 1/4"

1/2" / 12"

A3.601

BRICK SEE PLAN 9 5/8" 7 1/4" 4 1/8" METAL COPING 1' - 4 7/8"

TERMINATION BAR COL A BRICK

1 1/2" = 1'-0"

POLYSTYRENE (XPS) FOAM BOARD INSULATION, COMPRESSIBLE MATERIAL NFPA 285 COMPLIANT, 4" CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL R COURSE, REF TO ELEVATIONS 1' - 4 7/8" FOR TYPE THROUGH-WALL FLASHING LOCATIONS, MIN 3 GYPSUM SHEATHING, 5/8" 9 5/8" 7 1/4"COURSES MORTAR WASH (XPS) FOAM BOARD INSULATION, LEVEL 03 NFPA 285 COMPLIANT, 4" 130' - 8" MASONRY WEEP AIR/VAPOR BARRIER AIR/VAPOR BARRIER

BROKEN ADJUSTABLE MASONRY REF TO ELEVATIONS FOR TYPE VENEER ANCHOR

TERMINATION BAR BRICK

GE MATERIAL; LOCATE ABOVE ALL BARRIER UGH-WALL AIR/VAPOR FLASHING LOCATIONS

MASONRY WEEP/VENT

R, REF TO ELEVATIONS FOR TYPE ROKEN ADJUSTABLE MASONRY TERMINATION BAR VENEER ANCHOR ER COURSE, REF TO ELEVATIONS FOR TYPE

CUSTOM FORMED ALUMINUM TRIM, 4" X 1 HM FRAME

FILL FRAME WITH SPRAY FOAM INSULATIO

SHEET METAL FLASHING, PROFILE A5

SEALANT

R.O. SEE WALL SECTION 107' - 4" THROUGH WALL FLASHING SEALANT

R.O. 118' SEE - 0" WALL SECTION

MASONRY WEEP/VENT

5 7/8"

SECTION DETAIL - EXTERIOR DOOR HEAD AT STAIR 1

THROUGH WALL FLASHING SEE PLAN ROD, 1/4" WOOD BLOCKING/NAILER, FRTAND SEALANT BACKER

1' - 4 7/8" (XPS) FOAM BOARD INSULATION, NFPA POLYSTYRENE LIPPED BRICK 285 COMPLIANT, 4" 9 5/8" 7 1/4" MASONRY COL A WEEP/VENT SEE PLAN COLD FORMED METAL FRAMING, 6" STEEL ANGLE; GALVANIZED. REF TO STRUCT DWG(S) POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA 285 COMPLIANT, 4" PLATE. REF TO SEALANT CONN STRUCT DWG(S)

LEVEL 03 130' - 8"

SEALANT LAP AIR/VAPOR BARRIER OVERSILL, FLASHING CUSTOM FORMED ALUMINUM PROFILE MS-2

SEE ELEVATIONS 129' EXTERIOR - 4 3/8" SECTION DETAIL - TYPICAL STOREFRONT SILL

4"

G4

6"

T.O. SEE 148' -MASONRY 8" WALL SECTION

9 1/8"

XN

GYPSUM BOARD, TYPE X, 5/8" STOREFRONT SYSTEM CONCRETE SLAB, REF TO STRUCT DWG(S) WOOD BLOCKING/NAILER, FRT

AIR/VAPOR BARRIER

AIR/VAPOR BARRIER

FOR REMAINING NOTES AND DIMENSIONS REFER TO G4 / A3.601

SEALANT

130' - 8" GYPSUM BOARD, TYPE X, 5/8"

THERMALLY BROKEN ADJUSTABLE MASONRY VENEER ANCHOR

METAL SUPPORT SYSTEM E4 PANEL LAP AIR/VAPOR BARRIER OVER STEEL FLANGE A3.601 1 1/2" = 1'-0" LAP AIR/VAPOR BARRIER ONTO STEEL FLANGE (2" MIN) - TYP ON ALL SIDES FIBERGLASS Z-GIRT

COL A

POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA FORMED METAL WALL PANELS AND CUSTOM 16" WIDE SPLICEPRE-FINISHED PLATE, POSITION 285 COMPLIANT BETWEEN STEEL FLANGES COL 13 SEE PLAN SUPPORT SYSTEM ON CENTER OF EXPANSION JOINT

1' - 4 1/4" EXTERIOR WALL EXPANSION JOINT, PREFORMED CONCRETE 9BEAM, TO STRUCT DWG(S) 5/8" REF LEVEL6 5/8" 03

TPOREF MEMBRANE ROOFING SYSTEM, LAP ROOF BRACING. TO STRUCT DWG(S) THERMALLY BROKEN ADJUSTABLE MASONRY MEMBRANE OVER PARAPET VENEER ANCHOR CONCRETE SLAB, REF TO STRUCT DWG(S) NEW SCUPPER TO REPLACE EXISTING, ATTACH TO EXISTINGG3 WALL A3.601 1 1/2" = 1'-0" PARAPET SHEATHING, 5/8"BELLOWSLAP AIR/VAPOR BARRIER OVER FLASHING ROOF EXPANSION JOINT

SEALANT ROOF A2 EXPANSION JOINT, BELLOWS A3.602

9 5/8"

COL A

SEE PLAN 4" EJ

FOR REMAINING NOTES AND DIMENSIONS REFER TO G3

1/4" 47 3/4"

2 MATERIA CAVITY DRAINAGE DES LOCATE ABOVE ALL Permit Set THROUGH-WALL FLASHING

3/4" 7 1/4" AND FOR5REMAINING NOTES DIMENSIONS TO G5 / A3.601 1' -REFER 1"

LOCATIONS

130' - 8"

SECTION DETAIL - WINDOW SILL @ METAL PANEL 1 1/2" = 1'-0"

SECTION DETAIL - TYPICAL WALL TO FLOOR @ SHELF ANGLE

TERMINATION BAR

E3

XN

COL

SEE PLAN

LAP AIR BARRIER OVER FLASHING

1' - 4 7/8"

SECTION DETAIL TYPICAL HOLD GYP -SHEATHING 1/4"

CONN PLATE AND PROVIDE BETWEEN THE DISSIMILAR 1' - 1" MATERIALS (TYP ALL 4 SIDE HOLD GYP SHEATHING 1/4" FROM CONN PLATE 5 3/4" 7 1/4" AND PROVIDE SEALANT BETWEEN THE CONN PLATE. REF TO STRU DISSIMILAR MATERIALS (TYP ALL 4 SIDES).

4 3/4" GYPSUM BOARD, TYPEDWG(S) X, 5/8" LAP AIR BARRIER ONTO STEEL FLANGE (2" MIN) - TYP LAP AIR BARRIER ONTO STE SEALANT ON ALL SIDES 5 FLANGE (2" 6" MIN) - TYP ON6 A COLD FORMED METAL FRAMING, CONN PLATE. REF TO STRUCT DWG(S) SIDES REF WEEP STEEL CHANNEL. REF TO STRUCT DWG(S) CONCRETE TOPPING SLAB, MASONRY TO STRUCT DWG(S) COLD FORMED METAL FRAMING,SEALANT 6" METAL THROUGH WALL FLA COLD FORMED METAL FRAMING, 3 5/8" SEE EXTERIOR ELEVA 140' - 8" A3.601

1 1/2" = 1'-0"

PRE-FINISHED FORMED METAL WALL PANELS AND 1' - 4 1/4" MINERAL WOOL FIRE SAFING INSULATION, FILL ENTIRE SUPPORT SYSTEM EJ CAVITY 9 5/8" 6 5/8" SEE ELEVATIONS 129' EXTERIOR - 4 3/8" GYPSUM SHEATHING, 5/8" AIR/VAPOR TERMINATION BAR, 6" CFMF BACKINGLAP PLATE, TYPICALBARRIER OVER STEEL FLANGE THROUGH WALL FLASHING COLD FORMED METAL FRAMING, 6" POLYSTYRENE (XPS) FOAM BOARD INSULATION, CUT-EDGE SEALANT FOR TPO LAP AIR/VAPOR BARRIER ONTO STEEL FLANGE (2" MIN) NFPAOVER 285 COMPLIANT, SEALANT AND BACKER ROD, 1/4" LAP AIR/VAPOR BARRIER FLASHING 4" SCHEDULED CEILING MASONRY WEEP -TERMINATION TYP ON ALL SIDES BAR AIR/VAPOR BARRIER CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT METAL THROUGH WALL FLASHING LIPPED BRICK LVL 2_200 POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA CONTRACTOR HOLD GYP SHEATHING 1/4" FROM CONN PLATE BRICK MASONRY WEEP/VENT 114'BETWEEN - 6" 285 COMPLIANT BETWEEN STEEL FLANGES AND PROVIDE SEALANT THE R.O. 140' SEE - 8" WALL SECTION R.O. 126' -SEE 0" WALL SECTION FIBERGLASS Z-GIRT CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL DISSIMILAR MATERIALS (TYP ALL 4 SIDES).

STEEL ANGLE; GALVANIZED. REF TO STRUCT TPO MEMBRANE ROOFING SYSTEM, LAP ROOFMIN 3 THROUGH-WALL FLASHING LOCATIONS, SEALANT LAP AIR BARRIER OVER FLASHING DWG(S) MEMBRANE OVER WOOD BLOCKING/NAILER, FRTPARAPET COURSES CONCRETE BEAM, REF TO STRUCT DWG(S) SCHEDULED CEILING STEEL ANGLE; GALVANIZED 2 200 LVANIZED, PRIMED, AND PAINTED. CONN PLATE. REF TOLVL STRUCT DWG(S) CONN PLATE. REF TO STRUCT DWG(S) BUILDING PRIMED, AND PAINTED. REF AIR/VAPOR BARRIER REF TO CONNECTION, STRUCT DWG(S) TERRACE METAL FRAMING GYPSUM SHEATHING, 5/8" STOREFRONT SYSTEM GYPSUM BOARD, TYPE X, 5/8" SEALANT STRUCT DWG(S) STEEL CHANNEL. REF TO-STRUCT REFERFLASHING, TO STRUCT DWG(S)C1 THERMALLY BROKEN ADJUSTABLE MASONRY 113' 10" DWG(S) ET METAL PROFILE LAP AIR/VAPOR BARRIER ONTO STEEL FLANGE (2" TERMINATION BAR SEALANT AND BACKER ROD, 1/2" COLD FORMED METAL FRAM VENEER ANCHOR COLD FORMED METAL FRAMING, 3 5/8" MIN) TYP ON ALL SIDES 1/2" 4 7/8" SHEET11 METAL SEALANT AND BACKER ROD, 3/4" E31/2" FLASHING 6" AIR/VAPOR BARRIER SEALANT AND BACKERSOLDIER ROD, 3/4"COURSE, REF TO ELEVATIONS STOREFRONT SYSTEM G3 MASONRY A3.601 1 1/2" = 1'-0" T.O. CONC - A 11 1/2" 1/2" 4 7/8" ROLLER WINDOW SHADE SYSTEM, SEE REFLECTED FOR TYPE A3.601 1 1/2" = 1'-0" SHEET METAL FLASHING,COL PROFILE J 144' - 8" A METAL THROUGH WALL FLASHING 1/2" CEILING PLANS CEILING 110' - 8" RIGID FOAM INSULATION, REF TO COL E5 D5 SEE PLAN MASONRY WEEP/VENT 1 A3.601 1 1/2" = 1'-0" SEE WALL STRUCT SECTIONDWG(S) 1/2" = 1'-0" AT SLAB EDGE, TYP. NT SYSTEM 2' - 5 3/8" A3.601 1 1/2" = 1'-0" AWALL FLASHING COL SEE PLAN THROUGH 1' - 4 1/4" SEE PLAN EXISTING CONCRETE 6 5/8" 5 3/4" 7 1/4" 9 3/4" EXTERIOR INSULATION FINISH SYSTEM, 4" MIN 110' - 8" CEILING LAP AIR BARRIER OVER FL 1/2" 4 7/8" 11 1/2" G5 F5 COL COL 13 A 6 5/8" 7 7/8" THICKNESS INSULATION SEE PLAN SEE PLAN 9 5/8" 6 5/8" SEE WALL SECTION COL COL 13 A SCHEDULED PARTITION SEE PLAN SEE PLAN TERMINATION BARMATERIA A3.605 1/2" = 1'-0" CAVITY DRAINAGE SEALANT A3.605 1/2" = 1'-0" BRICK EXTERIOR INSULATION FINISH SYSTEM, 4" MIN AND BACKER ROD, 1/2" CAVITY DRAINAGE MATERIA FOR REMAINING NOTESSEALANT AND - 4 1/4" 1' - 4 7/8" LOCATE ABOVE ALLMATERI FOR CAVITY REMAINING NOTESMATERIAL; AND INSULATION THICKNESS 1' 1' - 4 1/4" 1' - 4 7/8" DRAINAGE LOCATE ABOVE ALL CAVITY DRAINAGE STEEL ANGLE; GALVANIZED. REF TO STRUCTCOLD FORMED METAL FRAMING, 6" LOCATE ABOVE ALLDRAWING DIMENSIONS REFER TO G5 A3.601 / SEALANT AND BACKER ROD, 3/4" SEALANT AND BACKER ROD, 1/2" GYPSUMSTOREFRONT SHEATHING, 5/8" THROUGH-WALL FLASHING DIMENSIONS REFER TO G5 / A3.601 9 5/8" 6 5/8" 9 5/8" 7 1/4" LAP AIR/VAPOR DWG(S) BARRIER OVER FLASHING SYSTEM THROUGH-WALL FLASHING LOCATIONS LOCATE ABOVE ALL GYPSUM SHEATHING, 5/8" THROUGH-WALL FLASHING 11EXTER 1/2" 5/8" 6 5/8"ANGLE, 3 9 5/8" 7 1/4" ROOF EXPANSION JOINT, BELLOWS COLD FORMED METAL9FRAMING CLOSURE TERMINATION BAR LOCATIONS INSTALL RIGID INSULATION PRIOR TO (XPS)SEALANT FOAM BOARD INSULATION, COLD FORMED METAL FRAMING, 6" THROUGH-WALL FLASHING LOCATIONS AND BACKER ROD, 1/2" (XPS) FOAM BOARD INSULATION, LAP AIR BARRIER OVER FLASHING OF FLASHING 1/2" X 8 1/2" SE SEALANT AND BACKER ROD, 5/8" BRACING. REF TO STRUCT DWG(S) INSTALLATION NFPA 285 COMPLIANT, 4" LOCATIONS TERMINATION BAR ON CE CUSTOM 16" WIDE SPLICE PLATE, POSITION BRICK BRACING. REF TO STRUCT DWG(S) HOLD GYP SHEATHING 1/4" FROM CONN PLATE NFPA 285 COMPLIANT, 4" TERMINATION BAR COLD FORMED METAL FRAMING, 3 5/8" TERMINATION BAR AND PROVIDE SEALANT BETWEEN THE MED ALUMINUM SILL, PROFILE MS-1A EXPANSION JOINT AIR/VAPOR BARRIER DRAWING EXISTING EJ STOREFRONT SYSTEM C1PARAPET A1 HOLDGYP GYPSHEATHING SHEATHING 1/4 ABOVE ALL AIR/VAPOR BARRIERCAVITY DRAINAGE MATERIAL;4"LOCATE HOLD 1/4" DISSIMILAR MATERIALS (TYP ALL 4 SIDES).

MINERAL WOOL FIRE SAFING INSULATION, FILL ENTIRE SEALANT HOLD GYP SHEATHING 1/4" CONN PLATE ANDPROVIDE PROVIDE A3.602 A3.602 1 1/2" = 1'-0" THROUGH-WALL FLASHING LOCATIONS, MIN 3 1 1/2" = MASONRY 1'-0" 133' - 4" WALL CONN PLATE AND BROKEN ADJUSTABLE R.O. SEE SECTION BRACING. REF TO STRUCT DWG(S) CUSTOM CAVITY OFFSET STRAP ANCHOR BY STOREFRONT CONN PLATE AND PROVIDE BROKEN ADJUSTABLE MASONRY BETWEEN THE DISSIMILAR COURSES WOOD BLOCKING/NAILER BETWEEN THE DISSIMILAR VENEER ANCHOR ION CONN PLATE. REF TO STRUCT DWG(S) BETWEEN THE DISSIMILAR STEEL ANGLE; GALVANIZED, PRIMED,CONTRACTOR AND PAINTED. VENEER ANCHOR MATERIALS (TYP ALL44SIDE SID MATERIALS (TYP ALL HOLD GYP SHEATHING 1/4" FROM CONN PLATE CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT AIR/VAPOR BARRIER GE MATERIAL; LOCATE ABOVE ALL OINT SHEET METAL FLASHING, PROFILE A1 MATERIALS (TYP ALL 4 SIDE REF TO STRUCT1/4" DWG(S) HOLD GYP SHEATHING FROM CONN PLATE SPRAY FOAM INSULATION GYPSUM SHEATHING, 5/8" GE MATERIAL; LOCATE ABOVE ALL AND PROVIDE SEALANT BETWEEN THE CONTRACTOR STEEL CHANNEL. REF TO STRUCT DWG(S) UGH-WALL FLASHINGOVER LOCATIONS AND PROVIDE SEALANT BETWEEN THE E2 CONN REF TO LAP AIR BARRIER FLASHING G2 FLASHING CONNPLATE. PLATE. REFJob TO#STRU STRU UGH-WALL FLASHING LOCATIONS LAP AIR/VAPOR BARRIER ONTO STEEL FLANGE (2" COLD LAPFORMED AIR BARRIER MED PRESTRIP AIR BARRIER INTO OPENING DISSIMILAR MATERIALS (TYP ALL 4 SIDES).

CONN PLATE. REF TO STRU METALOVER FRAMING, 6" LAP AIR BARRIER OVER FLASHING MASONRY WEEP TERMINATION BAR EXISTING PARAPET DISSIMILAR MATERIALS (TYP ALL 4 SIDES).

DWG(S) R,LDIER REF TO ELEVATIONS TYPE DWG(S) COLD FORMED METAL FRAMING, 3 5/8" MIN) - TYP ON ALL SIDES A3.601 1 1/2" = 1'-0" A3.601 1 1/2" = 1'-0" COURSE, REF TOFOR ELEVATIONS DWG(S) R, NEW REF TO ELEVATIONS FOR TYPE TPOLAP MEMBRANE ROOFING MINERAL WOOL FIRE SAFING INSULATION, ENTIRE TPO ROOFING OVER NEW SCUPPER WITH EXTENSION TO FILL REPLACE AIR BARRIER ONTO STEEL FLANGE (2" MIN) - TYP C B A MINERAL WOOL FIRE SAFING INSULATION, FILL ENTIRE SEE SECTI FORMASONRY TYPE LAP AIR BARRIER ONTO STEEL FLANGE (2" MIN) - TYPSCHEDULED CEILING AIR/VAPOR BARRIER COL D 125' WALL - 11 3/8" LAP AIR BARRIER ONTO STE TERMINATION SYSTEM SOLDIER COURSE, REF TO ELEVATIONS CAVITYEXISTING, ATTACH TO EXISTING WALL, REWORK EXISTING ROOF MEMBRANEBAR ON ALL SIDES 107' - 4" LAP AIR BARRIER ONTO STE TERMINATION BAR 11 1/2" OWS CAVITY (XPS) FOAM BOARD INSULATION, NFPA ON ALL SIDES R.O. SEE WALL SECTION FLANGE (2" MIN) - TYP ON A SEE PLA FOR TYPEPOLYSTYRENE EXISTING CONDITIONS AS REQUIRED TO AND FLASHING SHEET METAL FLASHING, PROFILE J FLANGE (2" WEEP MIN) - TYP ON A MASONRY WEEP MASONRY CONN PLATE. REF TO STRUCT DWG(S) ER COURSE, REF TO ELEVATIONS 1/4" / 12" 285 COMPLIANT, 4" NEW SIDES TERMINATION BARREF TO STRUCT DWG(S) CONN PLATE. ROOF TIE-OFF ANCHOR, SEE STRUCTURAL ER COURSE, REF TO ELEVATIONS COLD FORMED METAL FRAMING, 6" INSTALL WORK. 1/2" SIDES 5 3/8" 11 1/2" FOR TYPE COLD FORMED METAL FRAMING, 6" CEILING 110' -NOTES 8" METAL THROUGH WALL FLASHING EXISTING ROOF MEMBRANE METAL THROUGH FL STEEL CHANNEL. REF TO STRUCT DWG(S) LLY BROKEN ADJUSTABLE FORMASONRY TYPE FOR REMAINING AND MASONRY WEEP WALL EXTER GYPSUM BOARD, TYPE X, 5/8" STEEL CHANNEL. REF TO STRUCT DWG(S) GYPSUM BOARD, TYPE X, 5/8" ROOF EXPANSION JOINT, MASONRY WEEP/VENT 5 3/4" SCHEDULED CEILING MASONRY WEEP FOR REMAINING NOTES AND CUSTOM FORMED ALUMINUM SILL, PROFILE MS-1B MASONRY WOOD BLOCKING/NAILER, FRT VENEERWEEP ANCHOR SCHEDULED CEILING MANUFACTURER STANDARD TPO WALLTO SECTION DIMENSIONSSEE REFER G4 / A3.601 BELLOWS SEALANT ROOF EXPANSION BELLOWS SEALANT SEALANT MTL FLASHING MASONRY WEEP CUSTOM OFFSET STRAP JOINT, ANCHOR

BY STOREFRONT DIMENSIONS REFER TO G4 / A3.601 SEALANT THROUGH WALL FLASHING FLASHING WOOD BLOCKING/NAILER, FRT METAL THROUGH WALL FLASHING CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT CUSTOM OFFSET STRAP ANCHOR WALL FLA METAL THROUGH WALL FLASHING METAL CONTRACTOR EXTERIOR INSULATION FINISH SYSTEM, 4" MIN 110' - 8" CEILING STEEL THROUGH ANGLE; GALVANIZED AIR/VAPOR BARRIER WOOD BLOCKING/NAILER, FRT ALUMINUM TRIM, 4" X 1 1/2", METAL THROUGH WALL FLA CONTRACTOR R.O.-SEE 0" WALL SECTION CUSTOM FORMED PAINT

BY STOREFRONT CONTRACTOR WOOD BLOCKING/NAILER, FRT 101' SEALANT R.O. 140' SEE - 8" WALL SECTION INSULATION THICKNESS TPO MEMBRANE ROOFING SYSTEM SEE EXTERIOR ELEVA PRIMED, AND RE R.O. 126' -SEE 0" WALL SECTION 140' - 8" PAINTED. R.O. 140' SEE - 8" WALL SECTION SEE WALL SECTION SEE ELEVA STOREFRONT SYSTEM R.O. 126' -SEE 0" WALL SECTION 140' EXTERIOR - 8" SEALANT EXTERIOR INSULATION FINISH SYSTEM, 4" MIN BRICK POLYISO FOAM GYPSUM BOARD,STRUCT TYPE X, DWG(S) 5/8" SEALANT AND BACKER ROD, 1/2" HM BOARD FRAME 9 5/8" 7 1/4" SEALANT POLYISO FOAM BOARD INSULATION THICKNESS SEALANT STEEL ANGLE; GALVANIZED. REF TO STRUCT INSULATION, 4" SHEET METAL FLASHING, PROFILE A5 LAP AIR BARRIER ONTO ST WOOD BLOCKING/NAILER, FRT SEALANT AND BACKER ROD, 3/4" SCHEDULED CEILING STEEL GALVANIZED INSULATION, VARIABLE, 6"ANGLE; MIN EXISTING PRIMED, WALL AND PAINTED. CUSTOM FORMED ALUMINUM SILL, PROFILE MS-1C WOOD BLOCKING/NAILER, FRT LVANIZED, FILL FRAME WITH SPRAY FOAM INSULATION ROLLER WINDOW SHADE SCHEDULED STEEL ANGLE; GALVANIZED DWG(S) 11 CEILING 1/2" FLANGE (2" MIN) - TYP ON LVANIZED, PRIMED, AND PAINTED. 1' - 4 7/8" COLD FORMED METAL FRAMING CLOSURE ANGLE, 3 PRIMED, AND PAINTED. REFA INSTALL RIGID INSULATION PRIOR TO 5 7/8" REF TO STRUCT DWG(S) SYSTEM, SEE REFLECTED PRIMED, AND PAINTED. REF STOREFRONT SYSTEM GYPSUM BOARD, TYPE X, 5/8" SECTION 102' -SEE 6" WALL SIDES CONCRETE SLAB, REF TO SEE PLAN R.O. REF TO STRUCT DWG(S) TERMINATION BAR,STRUCT 6" CFMFDWG(S) BACKING PLATE, T 1/2" X 8 1/2" STOREFRONT SYSTEM GYPSUM BOARD, TYPEBOARD X, 5/8" INSULATION, SEALANT AND BACKER ROD, 5/8" POLYISO FOAM 6" MIN THICKNESS INSTALLATION OF FLASHING CEILING PLANS STRUCT DWG(S) ET METAL FLASHING, PROFILE LEVEL T.O. CONC-D 02 STRUCT DWG(S) LEVEL T.O. CONC-D 02 C1 ET METAL FLASHING, PROFILE C1 SEALANT AND BACKER ROD, 1/2" E4 D4 COLD METAL FRAM 116' - 0" SEALANT AND BACKER ROD, 1/2" STEEL DECKING, REF TO FORMED STRUCT STOREFRONT 1/2" 4 7/8" 11 1/2" SYSTEM SEALANT AND BACKER ROD, 1/4"DWG(S) SEALANT AND116' BACKER COLD FORMED METAL FRAM - 0"ROD, 3/4" 1/2" 4 7/8" 11 1/2" SEALANT A3.601 1 1/2" = 1'-0" A3.601 6" 1/2" = 1'-0" AND BACKER ROD, 3/4" 1 1/2" = 1'-0" THERM COL A SEALANT AND BACKER ROD, 3/4" STOREFRONT SYSTEM 6" COL A SEALANT AND BACKER ROD, 3/4" SEE PLAN STEEL DECKING, REF TO STRUCT DWG(S) SEE PLAN STOREFRONT SYSTEM 1/2" 4 7/8" 11 1/2" CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT 11 1/2" 1/2" 4 7/8" B.O.S-A ROLLER WINDOW SHADE SYSTEM, SEE REFLECTED 1' 4 7/8" CONTRACTOR ROLLER WINDOW SHADE SYSTEM, SEE REFLECTED 1' - 4 7/8" FOR REMAINING NOTES AND 156' - 2"V VAPOR BARRIER FOR EXPANSION MASONRY SHEET METAL FLASHING, PROFILE A2 CEILING PLANSDECKING, REF TO STRUCT DWG(S) CEILINGSTEEL PLANS 9 5/8" 7 1/4" E5 DIMENSIONS REFER TO G3 / A3.601 E (XPS) FOAM BOARD INSULATION, JOINT D5 E5 9 5/8" 7 1/4" EXTERIOR D5 WALL EXPANSION JOINT 8 5/8" 7 1/4" 1 1/2" = 1'-0" E2 A3.601 1/2" = 1'-0"NFPA 285 COMPLIANT, 4" G2 2' 5 3/8" A3.601 1 1/2" = 1'-0" STRUCTURAL STEEL BEAM, REF TO STRUCT DWG(S) A3.601 1 1/2" = 1'-0" 1/2" = 1'-0" A COL 2' - 5 3/8" SEE PLAN A3.601 1 1/2" = 1'-0" A3.601 1 1/2" = 1'-0" A3.601 1 1/2" = 1'-0" A COL SEE PLAN 4" EJ 1' - 3 7/8" 6 5/8" 5 3/4" 7 1/4" 9 3/4" LAP AIR BARRIER OVER FL AGE MATERIAL; LOCATE ABOVE ALL 1/2" VAPOR BARRIER FOR EXPANSIONCOL JOINT A COL 6 5/8" 5 3/4" 7 1/4" 9 3/4" D 4 7/8" 11 1/2" TH LAP AIR BARRIER OVER FL 4 7/8" 11 1/2" 11 1/2" OUGH-WALL FLASHING LOCATIONS 1/2" SEALANT LEVEL SEE PLAN SEE PLAN 03 TERMINATION BAR BRICK TERMINATION BAR MASON BRICK 130' - 8" LEVEL 03 5 3/8" CAVITY DRAINAGE 11 1/2" MATERIAL; LOCATE ABOVE ALL CAVITY DRAINAGE MATERI COLD FORMED METAL FRAMING, 6" 130' - 8" FOR REMAINING ANDMETAL CAVITY DRAINAGE MATERIAL; LOCATE ABOVE ALL CAVITY DRAINAGE MATERI SEALANT AND BACKER ROD, 1/2" COLDNOTES FORMED FRAMING, 6" STOREFRONT SYSTEM THROUGH-WALL FLASHING LOCATIONS SEALANT AND BACKER ROD, 1/2" LOCATE ABOVE ALL 7 1/4 FOR REMAINING NOTES AND CUSTOM FORMED ALUMINUM SILL, PROFILE MS-1B 9 5/8" G1a STOREFRONT SYSTEM DIMENSIONS REFER TO G4 / A3.601 THROUGH-WALL FLASHING LOCATIONS LOCATE ABOVE ALL AIR/VAPOR BARRIER CONCRETE SLAB, REF TO STRUCT DWG(S) THROUGH-WALL FLASHING DIMENSIONS REFER TO G4 / A3.601 G4 AND BACKER ROD, 1/2" F4 D4 SEALANT A3.601 1 1/2" = 1'-0" THROUGH-WALL FLASHING LAP AIR BARRIER OVER FLASHING SEALANT AND BACKER ROD, 1/2" 1' - 4 7/8" LAP AIR BARRIER OVER FLASHING 0.9 A3.605 1 1/2" = 1'-0" A3.605 TERMINATION A3.605 1 1/2" = 1'-0" LOCATIONS COL 1 1/2" = 1'-0" BAR LOCATIONS R.O.-SEE WALL SECTION 101' 0" COLD FORMED METAL FRAMING, 3 5/8" TERMINATION BAR MED ALUMINUM SILL, PROFILE MS-1A LAP AIR BARRIER OVER FLASHING TERMINATION BAR MED ALUMINUM SILL, PROFILE MS-1A CAVIT HOLD GYP SHEATHING 1/4 STOREFRONT SYSTEM HOLD GYP SHEATHING 1/4 BRICK MINERAL WOOL FIRE SAFING INSULATION, FILL ENTIRE SEALANT GYPSUM SHEATHING, 5/8" TH CONN PLATE AND PROVIDE MINERAL WOOL FIRE SAFING INSULATION, FILL ENTIRE SEALANT 133'SEE - 4" WALL SECTION R.O. CONN PLATE AND PROVIDE CAVITY 133'SEE - 4" WALL SECTION WOOD BLOCKING/NAILER R.O. SHEET METAL FLASHING, PROFILE A5 BETWEEN THE DISSIMILAR EXTERIOR DETAIL GENERAL NOTES: CAVITY WOOD BLOCKING/NAILER MASONRY WEEP AIR/VAPOR BARRIER CUSTOM FORMED ALUMINUM SILL, PROFILE MS-1C BETWEEN THE DISSIMILAR D5 STEEL ANGLE; GALVANIZED, PRIMED, E1 AND PAINTED. ROOF EXPANSION JOINT, BELLOWS MATERIALS (TYP ALL 4 SID STEEL ANGLE; GALVANIZED, PRIMED, AND PAINTED. A. REFER TO SHEET A3.504 FOR SHEET METAL AND SILL CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT MATERIALS (TYP ALL 4 SID SHEET METAL FLASHING,SEALANT PROFILE A1 REF TO STRUCT DWG(S) A3.605 1/2" = 1'-0" CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT A3.601 1 1/2" = 1'-0" R.O. SEE WALL SECTION 102' 6" SHEET METAL FLASHING, PROFILE A1 PROFILES LAPCUSTOM AIR BARRIER OVERSPLICE STEELPLATE, FLANGE EXTERIOR INSULATION FINISH SYSTEM, 4" REF MIN TO STRUCT DWG(S) CONTRACTOR 16" WIDE POSITION ON CENTER OF CONTRACTOR LAP AIR BARRIER OVER FLASHING CONN PLATE. REF TO STRU INSULATION THICKNESS SEE EXTERIOR ELEVATIONS LAP AIR OVER FLASHING COLD FORMED METAL FRAMING, 6" 129' - 4BARRIER 3/8" CONN PLATE. REF TO STRU EXPANSION JOINT MASONRY WEEP COLD FORMED METAL(2" FRAMING, 6" COLD FORMED METAL FRAMING, 6"FLANGE DWG(S) LAP AIR BARRIER ONTO STEEL MIN) - TYP MASONRY WEEP LDIER COURSE, REF TO ELEVATIONS DWG(S) LDIER COURSE, REF TO ELEVATIONS CEILING HEIGHT 110' 8" 5 3/4" 7 3/8" 4" SECTI ON ALL SIDES FOR TYPE METAL THROUGH WALL FLASHING BED SILL IN SEE 125' WALL - 11 3/8" SEE SECTI FOR TYPE R.O. SEE WALL SECTION 107' 4" 125' WALL - 11 3/8" REFERENCE WALL SECTION R.O. SEE WALL SECTION 107' - 4" POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA SEALANT AT SPLICE POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA SEALANT LIPPED BRICK POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA MASONRY WEEP MASONRY WEEP 285 COMPLIANT, 4" MASONRY WEEP MASONRY WEEP COMPLIANT SHEET METAL FLASHING, PROFILE A2 1/4" 285 285 COMPLIANT, 4" BETWEEN STEEL FLANGES SHEET METAL FLASHING, SEALANT AND BACKER ROD, METAL THROUGH WALL FLASHING MASONRY WEEP METAL THROUGH WALL FL WOOD BLOCKING/NAILER LLY BROKEN ADJUSTABLE GRAVEL STOP MASONRY GYPSUM BOARD, TYPE X, 5/8" METAL THROUGH WALL FLASHING SEE METAL DETAILTHROUGH FOR TYPEWALL FL GYPSUM BOARD, TYPE X, 5/8" LLY BROKEN ADJUSTABLE MASONRY GYPSUM BOARD, TYPE X, 5/8" 8 5/8" TYPE 7 1/4" GYPSUM BOARD, X, 5/8" VENEER ANCHOR GLE; GALVANIZED. REF TO STRUCT MASONRY SOLDIER COURSE, REF TO ELEVATIONS SEALANT VENEER ANCHOR TPO MEMBRANE ROOFING SEALANTFOR SEALANT WOOD BLOCKING/NAILER, FRT DWG(S) 11.17.2023 SEALANT TYPE SYSTEM WOOD BLOCKING/NAILER, FRT 1' - 3 7/8" STEEL ANGLE; GALVANIZED AIR/VAPOR BARRIER FIBERGLASS Z-GIRT MASONRY WEEP/VENT BAR CUSTOM FORMED ALUMINUM TRIM, 4" X 1 1/2", PAINT STEEL ANGLE; GALVANIZED NN PLATE. TERMINATION REF TO STRUCT DWG(S) CONCRETE BEAM, REF TO STRUCT AIR/VAPOR BARRIER SEALANT CUSTOM FORMED ALUMINUM TRIM, 4" X 1 1/2", PAINT POLYISODWG(S) FOAM BOARD PRIMED, AND PAINTED. RE SEALANT TPO MEMBRANE ROOFING SYSTEM PRIMED, AND PAINTED. RE SEE PLANINSULATION, 6" MIN THICKNESS POLYISO FOAM BOARD STRUCT DWG(S) WATERP BRICK LAP AIR BARRIER OVER FLASHING BRICK HM FRAME 9 5/8" 7 1/4" Y BROKEN ADJUSTABLE MASONRY SEALANT STRUCT BRICK HM FRAME INSULATION, 4" DWG(S) TPO MEMBRANE ROOFING 9 5/8" 7 1/4" LAPPE SHEET METALMTL SPLICE LAP AIR BARRIER ONTO ST FLASHING 6 5/8" 9 5/8" VENEER ANCHOR ROOF VAPOR BARRIER 6 FOAM INSULATION LAP BOARD AIR BARRIER ONTO ST SYSTEM PRE-FINISHED FORMED METAL WALL PANELS AND POLYISO FOAM FILL FRAME WITH SPRAY 9 5/8" 7 1/4" FLANGE (2" MIN) - TYP ON A G1a 1' - 4 7/8" FILL FRAME WITH SPRAY FOAM INSULATION TPO MEMBRANE ROOFING FLANGE (2"SPLICE MIN) - TYP ON A SUPPORT SYSTEM 5 7/8" 1' - 4 7/8" INSULATION, 6"METAL MIN THICKNESS 1' - 4 1/4" E3 SHEET SIDES SYSTEM TO DOWNSPOUT A3.601 1 1/2" BAR = 1'-0" TERMINATION BEDGUTTER FLASHING IN5 7/8"SEALANT AT SPLICE SIDES ROOF TIE-OFF ANCHOR, SEE STRUCTURAL SEALANT 1' - 4 7/8" A3.601 1 1/2" = 1'-0" PLATE BARRIER ROOF VAPOR 0.9 COL DECK SHEATHING, 5/8" METAL WALL PANEL TRIM SEE PLAN WOOD E4 D4 BLOCKING/NAILER COLD FORMED METAL FRAMING, 3 5/8" 1/2" = 1'-0" PRE-FINISHED FORMED METAL WALL PANELS ROOF EXPANSION JOINT,AND E4 D4 COL A MANUFACTURER STANDARDSTEEL TPO DECKING, REF TO STRUCT STAINLESS A3.601 METAL 1/2" = 1'-0" SUPPORT SYSTEM BELLOWS 1 1/2" HOSE = 1'-0" CLAMP 1 1/2" = 1'-0" SHEET METAL FLASHING SHEET COL A GYPSUM SHEATHING, 5/8"A3.601 A3.601 1 1/2" = 1'-0" METAL THROUGH WALL FLASHING A3.601 1 1/2"FLASHING 1/2" = 1'-0" = 1'-0" COL A D1 COL FLASHING COL DWG(S) A G1 SEE PLAN SEE PLAN COL A PROFILE, DETAIL SEE PLAN HIGH SEESEE PLAN SEE PLAN A3.601 1 1/2" = 1'-0" SEALANT FRT AIR/VAPOR BARRIER WOOD BLOCKING/NAILER, 1' - 4 7/8" A3.601 1 1/2" = 1'-0" FOR TYPE COLD FORMED METAL FRAMING,AIR/VAPOR BARRIER E1 1' - 4 7/8" 1' 4 7/8" SEALANT TPO MEMBRANE ROOFING SYSTEM FOR REMAINING NOTES AND 7/8" B.O.S-A 1'1'--441/4" SEE PLAN FOR REMAINING NOTES AND 6" Copyright C 2023 Lamar Johnson Collaborative EXTERIOR INSULATION FINISH SYSTEM, 4" MIN SCUPPER A3.601 7 1/4" 1 1/2" = 1'-0" 9 5/8" DIMENSIONS REFER TO E (XPS) FOAM BOARD INSULATION, POLYISO FOAM9BOARD G3 A3.601 FIBERGLASS Z-GIRT / 9 5/8" 7 1/4" 5/8" 7 1/4" 156' 2" DIMENSIONS REFER TO G3 / A3.601CUT-EDGE SEALANT FOR TPO E (XPS) FOAM BOARD INSULATION, G F 7-7/8" E POLYISO FOAM BOARD 1/4" 6 5/8" NFPA 285 COMPLIANT, INSULATION, 4" INSULATION THICKNESS 4"99 5/8" 5/8" 675/8" NFPA 285 COMPLIANT, 4" COLD INSULATION, VARIABLE, 6" MIN WOOD BLOCKING/NAILER, FRT FORMED METAL FRAMING, 6" POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA CEILING HEIGHT 110' - 8" 285 COMPLIANT, 4" ALL AGE MATERIAL; LOCATE ABOVE BED SILL IN LEVEL T.O. CONC-D 02 POLYSTYRENE (XPS) FOAM BOARD INSULATION, AGE MATERIAL; LOCATE ABOVE ALL CONCRETE SLAB, REF TO STEEL DECKING, REF TO STRUCT BAR, 6" CFMF BACKING PLATE, TYPICAL OUGH-WALL FLASHING LOCATIONS REFERENCE WALL SECTION LAP TERMINATION AIR BARRIER OVER FLASHING SEALANT SEALANT 116' - 0" NFPA 285 COMPLIANT, LEVEL 03 03 4" AT SPLICE TERMINATION BAR OUGH-WALL FLASHING LOCATIONS STRUCT DWG(S) DWG(S) SEALANT LEVEL TPO MEMBRANE ROOFING WA COLD FORMED METAL FRAMING, 6" 130' -- 8" LEVEL STRUCTURAL STEEL BEAM, REF STEEL DECKING, REF TO STRUCT DWG(S) AIR/VAPOR SHEET BARRIER METAL FLASHING, 130' 8" LEVEL 03 03 SEALANT ANDSEALANT BACKER ROD, 1/4" SYSTEM HOLD GYP SHEATHING 1/4" FROM CONN PLATEJOINT AT SILL EDGE EXTERIOR WALL EXPANSION 130' 8" TO STRUCT DWG(S) BRICK DECK SHEATHING, 5/8" SEE DETAIL FOR TYPE 130'E4- 8" COLD FORMED METAL FRAMING, 3 5/8" EXTERIOR INSULATION AND FINISH SYSTEM AND PROVIDE SEALANT BETWEEN THE TOCOURSE, WALL OPENING STEEL DECKING, REF TO STRUCT DWG(S) POLYISO FOAM BOARD MASONRY SOLDIER REF TO ELEVATIONS FOR AIR/VAPOR BARRIER CONCRETE SLAB, REF TO STRUCTB.O.S-A DWG(S) BED SILL IN SEALANT AT SPLICE BARRIER SLAB, REF TOALL STRUCT DWG(S) A3.605AIR/VAPOR 4" EJCONCRETE DISSIMILAR MATERIALS (TYP 4 SIDES).

1 1/2" = 1'-0" INSULATION, 6" MIN THICKNESS NAGE MATERIAL; LOCATE ABOVE ALL TYPE TERMINATION BAR 156' - 2" VAPOR BARRIER FOR EXPANSION BRACING. REF TO STRUCT DWG(S) WINDOW SILL PROFILE, ROUGH-WALL FLASHING LOCATIONS TERMINATION BAR WINDOW SILL PROFILE, TERMINATION BAR JOINT MASONRY WEEP/VENT SEE DETAIL FOR TYPE LAP AIR BARRIER OVER FLASHING PRE-FINISHED FORMED METAL WALL PANELS AND CONN REF TOOVER STRUCT DWG(S) SEE DETAIL FOR TYPE LAPPLATE. AIR BARRIER FLASHING 4 1/4" 7 1/4" RRIER ONTO STEEL FLANGE BRICK (2" MIN) STEEL DECKING, REF TO STRUCT SUPPORT SYSTEM BRICK SPRAY FOAM INSULATION GYPSUM SHEATHING, 5/8" BRICK TYP ON ALL SIDES DWG(S) 5" CHANNEL. REF TO STRUCT DWG(S) STEEL 11 INTO 1/2" OPENING 6 5/8" 9165/8" MASONRY WEEP POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA 16.1 PRESTRIP AIR BARRIER MASONRYBARRIER WEEP TERMINATION BAR COLD FORMED METAL FRAMING, 6" AIR/VAPOR COLD FORMED METAL FRAMING, 3 5/8" 285 COMPLIANT, 4" 1' - 4 1/4" SHEET METAL SPLICE SEALANT 400 S GERMANTOWN ROAD LAP AIR BARRIER OVER STEEL FLANGE AIR/VAPOR BARRIER SEALANT BREESE, IL 62230 LAP AIR BARRIER OVER STEEL FLANGE SCHEDULED CEILING LDIER COURSE, REF TO ELEVATIONS ALUMINUM SPLICE PLATE, PLATE Ph 618.526.7213 SEE ELEVATIONS 129' EXTERIOR - 4 3/8" SEE PLAN FOR TYPE FINISH TO MATCH SILL SEE EXTERIOR ELEVATIONS SHEET METAL FLASHING, PROFILE J 129' - 4 3/8" LAP AIR BARRIER ONTO STEEL FLANGE (2" MIN) - TYP LAP AIR BARRIER ONTO STEEL FLANGE (2" MIN) - TYP 1/2" ON ALL SIDES METAL THROUGH WALL FLASHING 3" CEILING 110' 8" D1 D4 C4 ON ALL SIDES METAL THROUGH WALL FLASHING G1 E3 EX MASONRY WEEP D1 POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA WOOD BLOCKING/NAILER, FRT A3.605 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 11'-0" LIPPED BRICK A3.601 1 1/2" = 1'-0" SEE WALL SECTION A3.605 1 1/2" = 1'-0"A3.605 A3.601 POLYSTYRENE (XPS) FOAM BOARD INSULATION, NFPA EJ AT COLUMNS BEYOND BRICK 285 COMPLIANT BETWEEN STEEL FLANGES METAL THROUGH LIPPED WALL FLASHING A3.605 1 1/2" = 1'-0" 285 COMPLIANT BETWEEN STEEL FLANGES CUSTOM OFFSET STRAP ANCHOR BY STOREFRONT Copyright C 2023 Lamar Johnson Collaborative MASONRY WEEP EXTERIOR INSULATION FINISH SYSTEM, 4" MIN 110' 8" CEILING MASONRY WEEP G F E CONTRACTOR 2199 INNERBELT BUSINESS CENTER DRIVE INSULATION THICKNESS GLE; GALVANIZED. REF TO STRUCT OVERLAND, MISSOURI 63114 SEE WALL SECTION MASON GLE; GALVANIZED. REF TO STRUCT SEALANT Ph 314.429.1010 EXTERIOR INSULATION FINISH SYSTEM, 4" MIN DWG(S) GYPSUM BOARD, TYPE X, 5/8" SEALANT AND BACKER ROD, 1/2" EXTERIOR INSULATION FINISH SYSTEM, 4" MIN DWG(S) INSULATION THICKNESS GALVANIZED, PRIMED, AND PAINTED. INSULATION THICKNESS NN PLATE. REF TO STRUCT DWG(S) CONCRETE BEAM, REF TO STRUCT DWG(S) ROLLER WINDOW SHADE SYSTEM, SEE REFLECTED SEALANT AND BACKER ROD, 3/4" NN PLATE. REF CONCRETE BEAM, REF TO STRUCT DWG(S) 5 REFTO TOSTRUCT STRUCTDWG(S) DWG(S) 11 1/2" CEILING PLANS COLD FORMED METAL FRAMING CLOSURE ANGLE, 3 INSTALL RIGID INSULATION PRIOR TO Y BROKEN ADJUSTABLE MASONRY 1/2" X 8 1/2"SEALANT SEE PLAN SEALANT AND BACKER ROD, 5/8" Y BROKEN ADJUSTABLE MASONRY SEALANT SEALANT AND BACKER 1/4" INSTALLATION OF FLASHING HM DOOR FRAMEROD, BEYOND 5 3/4" 7 3/8" 4" VENEER ANCHOR X2 FOR REMAINING NOTES AND VENEER ANCHOR T STOREFRONT SYSTEM DIMENSIONS, REFER TO E4/A3.603 GYPSUM SHEATHING, 5/8" THROUGH WALL METAL FLASHING AND RECEIVER E3 621 N. SKINKER BOULEVARD, SUITE 220 EXTERIOR INSULATION FINISH SYSTEM, 4" MIN E3 SEE RCP

3/4"

3/4"

SEE RCP

6"

6"

SEALANT

SECTION DETAIL - TYPICAL WALL TO FLOOR

SECTION DETAIL - TYPICAL WALL TO FLOOR @ SHELF ANGLE

SECTION DETAIL - TYPICAL WINDOW HEAD

SECTION DETAIL - TYPICAL STOREFRONT HEAD

ISOMETRIC DETAIL - ROOF DRAIN AT EXPANSION JOINT

SECTION DETAIL

ISOMETRIC DETAIL - EXPANSION JOINT AT ROOF COPING AND PARAPET

SECTION DETAIL - AREA C @ EXISTING FLOOR

EJ

SECTION DETAIL - TYPICAL PARAPET

A

SECTION DETAIL - SOFFIT, 8

SECTION DETAIL - TYPICAL WINDOW AND STOREFRONT SILL

SECTION DETAIL

SECTION STOREFRONT HEAD SECTION DETAIL DETAIL -- TYPICAL TYPICALSECTION STOREFRONT DETAILHEAD - SOFFIT, WINDOW BELOW

SECTION DETAIL - WINDOW SILL, AREA A, LEVEL 1 EAST SECTION DETAIL - AREA D - MEP AND 220 ROOF CONNECTION

expansion joint at roof coping and parapet

ISOMETRIC DETAIL - EXPANSION JOINT AT ROOF COPING

SECTION SECTION DETAIL DETAIL

SECTION DETAIL - FALL

SECTION DETAIL - WINDOW

5"

ON JOINT AT ROOF COPING AND PARAPET

SEE RCP

SECTION DETAIL - EXTERIOR DOOR HEAD AT STAIR 1

SECTION WINDOW HEAD SECTION DETAIL DETAIL -- TYPICAL TYPICALSECTION WINDOWDETAIL HEAD - SOFFIT, OUTER CORNER

SECTION DETAIL - ROOF SCUPPER @ MTL PANEL

SEE SEERCP RCP

3/4" 3/4"

3/4" 3/4"

SEE SEERCP RCP

6"6"

6"6"

6"

EXISTING

SECTION DETAIL - SOFFIT, OUTER CORNER

6"

1/15/2024 12:56:16 PM

" 1/4

SECTION DETAIL - GRAVEL STOP @ METAL PANEL

SEE RCP

ISOMETRIC SILL JOINT P AND 220 ROOF CONNECTION SECTION DETAIL - FALL PROTECTION ANCHOR SECTION DETAILDETAIL - STAIR- WINDOW 1 ROOF TO EIFS SECTION DETAIL - PLINTH WALL TO SOFFIT SECTION DETAIL - SCUPPER windown sill and DETAIL flashing-corner jointFLASHING windown sill joint ANSION JOINT AT ROOF COPING ISOMETRIC WINDOW CORNER JOINT

SECTION SECTION DETAIL DETAIL -- TYPICAL TYPICAL WALL WALL TO TO FLOOR FLOOR

2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.5100 Fx 314.429.3137

8" MIN

1/15/2024 12:56:16 PM

SECTION DETAIL - WINDOW SILL, AREA A, LEVEL 1 EAST SECTION DETAIL - TYPICAL WALL TO FLOOR SECTION DETAIL - TYPICAL WALL TO FLOOR @ SHELF ANGLE SECTION SECTION SECTION SECTION DETAIL DETAIL -- TYPICAL TYPICAL WINDOW WINDOW AND AND STOREFRONT STOREFRONT SILL SILL SECTION DETAIL DETAIL -- EXTERIOR EXTERIOR DOOR DOOR HEAD HEAD AT AT STAIR STAIR 11 SECTION DETAIL DETAIL flashing joint ISOMETRIC DETAIL - WINDO SECTION DETAIL - PLINTH WALL TO SOFFIT SECTION DETAIL - WINDOW SILL @ BASE

02 Saint Louis Symphony Orchestra Saint Louis, Missouri Size: Renovation and 65,000 SF expansion Status: Est. Completion 2025 Phases: Design Development, Construction Documentation, Construction Administration Design Architect: Snohetta Architect of Record: Christner Architects

Powell Hall is one of America’s most acoustically renowned and visually stunning concert halls and home to the St. Louis Symphony Orchectra. The objective of this project was to renovate and expand the 98-yearold building to preserve and enhance this civic treasure. The redesign and addition maintains the historic integrity and character of the building.

Project Strategies included elevating the visitor and user experience by improving the accessibility, comfort and amenities, creating functional spaces that support the back of house activities, an introduction to versatile spaces for gathering and performance.

Focusing on the renovation of Powell Hall, many of the existing spaces were reworked to fit new programs.

The structure and low head heights added additional levels of complexity when improving the accesibility.

We had to work in unison with our acoustic and theater consulatants especially to create a version that compliments the historical architecture but improves the user experience and does not compromise the acoustics. contributions: Powell Hall Renovation - auditorium and lobby space

Design Concept

accessibility / sign of welcome Program Layout

complementary experiences

intuitive way finding

preserving history

Delmar Blvd.

Grand Blvd.

New Back of House

Education & Learning Center New Visitor Services

Key Powel Hall Elements

Renovation Scope strategic interventions

Planning: • relayout of auditorium seating • more accessible seating across Powel Hall • connection to front of house addition - key for accessibilty • include visitor services and concessions • revitalize existing entry on Delmar Blvd

vvvv

utilizing the new addition to create accessible entry points to Powel Hall

Orchestra Level Modifications Theater constraints

concrete beam b.o. slab b.o. beam

Option 1 • No-step aisle • Tiered seating aisles

Option 2 • Step down from back row and cross-aisle • no step route at perimeters

Final Layout A ramp is developed at the perimeter to provide no-step access to the NW and SW seating West exit provides wheelchair accessible route to the rear seating area South exit provides a wheelchair accessible rout to the cross-aisle and lower seating area Over-pour strategy avoids impact to impact to existing floor slab

Orchestra Renderings

B6

3"

3"

PH - SOUND BOOTH - SOUTH 1/4" = 1'-0" A4.23.02 A7.01 PT-3

22

RADIUS VARIES BAS ED ON DISTANC E BETWEEN PILASTERS SEE SHEET A5.41 FOR PILA STER LOCATIO N

E3a A4.23.00

D7

16' TYP.

2' 0" 16' 4' 2' 4' 8' 8' 0" BRACKETS WALL WALL BRACKETS ALIGN ALIGN WITH MT-1 WITH REVEAL MT-1 TYP. , TYP. 1/8" = 1'1/8" - 0" = 1' REVEAL - ,0"

3

D3d

8 3/4"

1/16" 3/4"

1/4" 3/16" 1/8"

1 3/16"

3" TYP

R 19' -

3/4"

1/4"

1/4 "

3/16"

4"

3/4"

7/16" 3/16" 1/8"

1/ 2"

3/16"

1/2"

1/4" 1/4"

10 1/2" 8" 1"

2 3/4"

4"

R 19' -

4" R 19' -

1/8" 5/8"

R

1/4"

1/2"

R

1/2"

LIGHTING DESIGNER: RBLD 609 E. LOCKWOOD AVE SUITE 201 ST. LOUIS, MO 63119 314-961-6650

2' - 8"

6"

D7c

3"

TRIM PROFILE 6 6" = 1'-0"

22 UNO

SCHEDULED PARTITION

LOCHMUELLER GROUP 411 NORTH 10TH ST #200 ST. LOUIS, MO 63101 4' - 2" 314-621-3395

NO

STEEL COLUMN, TRIM SEE PROFILE 7 STRUCTURAL 6" = 1'-0"

STEEL COLUMN, STEEL COLUMN, SEE STRUCTURAL SEE STRUCTURAL

5"

11

/2"

11

/2"

/2"

11

11

INTERIOR DRAWING - PH - AUDITORIUM /2"

11

3 4 8 10

/2"

KEYED NOTES - INTERIOR DRAWINGS

1 2

3"

3"

MT-1, 5 MT-1, 3/4" X 51/4" 3/4"LAMINATED X 1/4" LAMINATED TO WOOD TO BLOCKING WOOD BLOCKING CONT PLATE CONT (3/16" PLATEMIN).

(3/16"ANCHOR MIN). ANCHOR TO WOOD TO WOOD BLOCKING. BLOCKING. SHAPE SHAPE FACE OF FACE WOOD OF BLOCKING WOOD BLOCKING WOOD BLOCKING, MIN. 1 1/2" SHAPE AS AS REQ'D AS TO REQ'D ACHIEVE TO ACHIEVE DESIRED DESIRED ANGLE. ANGLE. REQUIRED 09 23 00 - PLASTER TO MATCH EXISTING - PAINT MT-1. INSTALL MT-1. INSTALL TO ACHIEVE TO ACHIEVE A 90 DEGREE A 90 5DEGREE CORNER CORNER MT-1, 3/4" X 1/4" LAMINATED HATCHED AREA INDICATES PORTION OF EXISTING BULKHEAD AND AT THE AT EXTERIOR THE EXTERIOR SIDE. FABRICATE SIDE. FABRICATE TABS REQ'D AS REQ'D TO TABS WOODAS BLOCKING DECORATIVE MOULDING TO REMAIN FOR ATTACHMENT TO CONT ATTACHMENTS FOR ATTACHMENT TOPLATE. CONT PLATE. ATTACHMENTS CONT PLATE (3/16" MIN). ANCHOR TO WOOD 09 23 00 - NEW DECORATIVE MOULDING MATCH EXISTING TO BE AT TO24" BEOC AT MAXIMUM. 24" OC MAXIMUM. BLOCKING. SHAPE FACE OF WOOD BLOCKING 06 40 23 - SOLID WOOD BASE - PROFILE TO MATCH EXISTING - PAINT AS REQ'D TO ACHIEVE DESIRED ANGLE. LOWER LOWER SIDE WALL SIDE WALL DETAIL DETAIL TR-2 PLAN TR-2 PLAN DETAIL DETAIL REUSE EXISTINGE2 SCONCES E2 E3 AE3 MT-1. INSTALL TO E ACHIEVE 90 DEGREE CORNER 1 1/2" = 1/2" 1'-0"PARTITIONS = 1'-0" 1 1/2" 1= 1/2" 1'-0"= 1'-0" INSTALL NEW FIXTURES AND 1 TOILET WHERE EXISTING TOILETS AT THE EXTERIOR SIDE. FABRICATE TABS AS REQ'D AND PARTITIONS ARE REMOVED. PATCH WALLS AND CEILINGS. SEE FOR ATTACHMENT TO CONT PLATE. ATTACHMENTS

LOWER SIDE WALL - OPEN END DETAIL 1 1/2" = 1'-0"

11

D1

WOOD BLOCK

054000 - CFMF

6"

6" 3"

3"

3"

A. NOT ALL KEYED NOTES MAY BE USED ON THIS SHEET. WOOD BLOCKING, WOOD BLOCKING, MIN. 1 1/2" MIN. SHAPE 1 1/2" SHAPE AS AS B. SEE SHEET A0.30 FOR CASEWORK TYPES. 4 3/4" REQUIRED REQUIRED 3/4"

PH - LO

STEEL COLUM WOOD BLOCKING, WOOD BLOCKING, AS REQUIRED AS REQUIRED SEE STRUCTU

CONT PLATE CONT (3/16" PLATEMIN).

(3/16"ANCHOR MIN). ANCHO TO WOOD TO BLOCKING. WOOD BLOCKING. SHAPE SHAPE FACE FA OF WOOD OF BLOCKING WOOD BLOCKING AS REQ'D ASTO REQ'D T

6"

4 3/4"

E5c

3" = 1'REFER REFER TO NOTES TO NOTES ON DETAIL ON DETAIL D3/A4.23.02 D3/A4.23.0 MT-1, 5"MT-1, x 1/4"5" LAMINATED x 1/4" LAMINATED TO TO REVISION SCHEDULE WOOD BLOCKING. WOOD BLOCKING. INSTALL INSTALL WITH PLASTER ON LATH, WITH DIFFUSING BUMP E5b STARTING STARTING POINT POINT 1/2" = 1'-0" DATE REVISIONS PERPENDICULAR PERPENDICULAR TO EXISTING TO EXISTING WALL ALIGNED AND ALIGNED WITH BRASS WITH BRASS 8' 2' 4' 8' WALL AND 0" 0" REFER TO NO 12/5/2022 PERMIT & BID AT TOPAT OFTOP WALL. OF WALL. 5 MT-1, 5" x 1/4" 1/2" = 1' - 0" 1" WOOD BLOCK WOOD BLOCKING WOOD BLOCKING STARTING PO PERPENDICU WALL AND AL 054000 -054000 CFMF - CFMF 6" AT 16" - 6"OC AT 16" OC AT TOP OF W

LOWER SIDE WALL -ACHIEVE END DETAIL ACHIEVE DESIRED DESIRED ANGLE ANGLE D3a WOOD 1 1/2" = 1'-0"

3"

5"

5"

4 3/4"

FRONT FRONT OF S C4a C4a 1/4" = 1/4" 1'-0"=

SCHEDULED RAILING

LIFE SAFETY CODE CONSULTANT: RAILING, HOLMESSCHEDULED KEOGH ASSOCIATES LLC (HKA) PLASTER ON LATH, ON LATH, 526 EAST 20TH ST, SUITE 4D REFER TO RAILING PLAN FORPLASTER TYPE NEW YORK, NY 10009 646-651-9740

LOWER LOWER SIDE WALL SIDE WALL - END-DETAIL END DETAIL D3a D3a 1 1/2" 1= 1/2" 1'-0"= 1'-0"

GENERAL NOTES - INTERIOR DRAWINGS

D

R1

21

PH - PILASTER 1/2" = 1'-0"

NEW PROFILE 6 1/2" PLASTER PLASTER ON LATH ON LATH 2 1/2" 2" 2' 4' 8'

PH - LOWER SI 1 1/2" = 1'-0"

PLASTER ACOUSTIC DIFFUSING BUMP PT-3

3/4 "

1/2" 1 3/4"

3/4 "

3/4 "

6"

6" 3"

3"

1/4" 1"

MT-1

OVERHEAD AV DESIGNER: WSDG 18430 NE 24TH. AVE NORTH MIAMI BEACH, FL 33160 786-520-4371 22 UNO

TRIM PROFILES

D1 1 1/2" 1= 1/2" 1'-0"= 1'-0"

4 1/2"

C4

KIRKEGAARD 7733 FORSYTH BLVD ST. LOUIS, MO 63105 314-896-2511

BA TO

PLASTER CEILING DEPTH VARIES, SEE RCP

21 ACOUSTIC ENGINEER: A4.23.02

4 1/4" = 1' - 0" 054000 -054000 CFMF - CFMF 6" AT 16" - 6"OC AT 16" OC PLASTER ON LATH FABRICATE TABS AS REQ'D ON MT-1 FOR D ATTACHMENT TO WOOD BLOCKING. PLASTER ON LATH PLASTER ON LATH ATTACHMENT TO BE 24" OC - MAXIMUM. 054000 - CFMF - 6" AT 16" OC 054000 - CFMF - 6" AT 16" OC STEEL COLUMN, STEEL COLUMN, STEEL COLUMN, SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL 1/2" 1/4" 1/4" 1/2" 1/4" PLASTER ON LATH

MT-1 REVEAL - FRY 1/4" 3/8" REGLET PART NO. LOWER LOWER SIDE WALL SIDE WALL - OPEN - OPEN END DETAIL END DETAIL 1/4" PCS-75-25/25.

1/4"

/2"

"

4' - 5 1/2"

1/2" 1/4" 1 3/4"

10 1/2" 8"

-1 REVEAL - FRY - FRY MT-1 REVEAL GLETREGLET PART NO. PART NO. S-75-25/25.

PCS-75-25/25.

PH - LOWER PH - LOWER SIDEWALL SIDEWALL SECTION SECTION

C4 C4 E3 1 1/2" 1= 1/2" 1'-0"PLASTER = 1'-0" CEILING PROFILE A4.23.02 MATCH EXISTING, PT-3

SCHEDULED SCHEDULED RAILING, RAILING, EQTO RAILING 1' - 5 FOR 3/4" EQ TYPE REFER REFER TO RAILING PLAN PLAN TYPE FOR TRAFFIC/PARKING:

E5a

0" 1'

EX

3" TYP.

CHICAGO, IL 60654

- 5 1/2"

N

6" = 1'-0"

A4.23.02 A7.01

2"

ST. E3LOUIS, MO E363102 314-645-6232 ALIGN TO A4.23.02 A4.23.02 THEATER: SHORTER SCHULER SHOOK SIDE 363 WEST ERIE, SUITE 400

R 21'

R 1/4"

4" 1/

D7a

"

2' - 11" C7a B1

FABRICATE FABRICATE TABS REQ'D AS ON REQ'D MT-1 ON FOR MT-1 FOR 1" 1 1/2"TABS AS 1" ATTACHMENT TO BLOCKING. WOOD BLOCKING. ATTACHMENT TO WOOD 16' 8' ATTACHMENT TOOC BE -24" OC - MAXIMUM. ATTACHMENT TO BE 24" MAXIMUM. 3 054000 -054000 CFMF - CFMF 6" AT 16" - 6"OC AT 16" OC MT-1, 3/8" THICK STEEL COLUMN, STEEL COLUMN, SEE STRUCTURAL SEE STRUCTURAL

1/4"

FACE OF THICKENED PLASTER BELOW TRIM PROFILE 3 NEW PROFILE 2' - 8"PROFILE 2' - 8" 4' - 2" 4' - 2" TRIM 3

R 1 3/4"

R

1/8" = 1' - 0"

3/8"

1/4" 1/4"

DIFFUSING BUMP SUBDIVISION CRITERIA 1/2" = 1'-0" TRIM PROFILE 4 TRIM PROFILE 5 D6 D7b ENLARGED PLAN - LOWER MT-1, 3/8" THICK SIDE WALL6" = 1'-0" 3/8" THICK 6"MT-1, = 1'-0" C1 1/2" = 1'-0" 3 1/2" 4'

5/16"

- 5 1/2"

4' - 1 1/2"

3/8"

R 21'

2 3/4" 1 3/4"

1/4 '-4 R9 - 5 1/2"

R 21'

1/2"

A4.23.02 A7.01

C8a

7/16"

TO MATCH PLASTER

METAL

NEW LATHCONCRETE POUR

MEPFP: AUDITORIUM ORCHESTRA LEVEL WALL McCLURE ENGINEERING 1000 CLARK AVE 1" = 1'-0"

"

4" 1/

6" = 1'-0"

A4.23.02 A7.01

1/2" D8 D5 A7.01 1/8" A4.23.02

5

SCHEDULED PARTITION METAL FLUSH WOOD FORWALL MORE CHANNEL BASE WDB-2, PAINT INFORMATION

06 40 23 - WOOD TRIM PROFILE 1

1/4

R

E2 A4.23.02

2' - 11" 2' - 11" 4' - 5 1/2" 4' 2 - 5 1/2" TRIM PROFILE C7a C7a B1 C7a B1

3/4"

" 1/4

1/ 4"

C4 1/8" 3/8" 1/8" A4.23.02

R

6" = 1'-0"

R

4" 1/

" R 1/2

4' - 1TRIM 1/2" 4' - 1PROFILE 1/2" 1

C6a

R

1/8"

GRESS CURVE WALL W 3/16" 3/8" 3/16" 1' - 8 1/2" 1'-0" C ENLARGED ENLARGED PLAN PLAN - LOWER - LOWER SIDE WALL SIDE WALL C1 1/2" = 1/2" 1'-0"= 1'-0"

0" 2'

06 40 23 - WOOD

C D3a 312-944-8230 A4.23.02 A4.23.02 4" A4.23.02 VERTICAL 1/ R THEATRICAL LIGHTING: DIMENSIONS TO THEATRE DNA MATCH TRIM MT-1 MT-1 453 S. SPRING STREET SUITE 1230 LOS ANGELES, CALIFORNIA 9013 OVERHEAD OVERHEAD PROFILE 2 B5a

3"

3"

D8 D8 D5 D5 A7.01 A4.23.02 A7.01 A4.23.02

PLASTER OR GYPSUM BOARD, REF TO PARTITION TYPE

STRUCTURAL: TRIM PROFILE 1 KPFF 1630 DES PERES RD #100 ST. LOUIS, MO 63131 314-835-0524

E5 D3a D3a A4.23.02A4.23.02 TYPICAL FACE OF 2" PLASTER 1" 5/8" 3/8" B5a B5a

"

9/16"

NEW CONCRETE NEW CONCRETE POUR POUR

LANDSCAPE ARCHITECT: CHRISTNER ARCHITECTS

PLA

WOOD BLOCKING, AS REQUIRED MT-1 REVEAL - FRY REGLET PART NO. PCS-75-25/25.

SEE

FLUSH WOOD FLUSH WALL WOOD WALL BASE WDB-2, BASE WDB-2, PAINT PAINT TO MATCH TO MATCH PLASTER PLASTER

CIVIL ENGINEER: DAVID MASON + ASSOCIATES 800 SOUTH VANDEVENTER AVE. ST LOUIS, MO 63110 314-534-1030

'-4 R9

E2 CL E2 " 1/4 A4.23.02 A4.23.02 R

D1 3" INSIDE EDGE PT-3 PT-4 A4.23.02 3" C4 C4 1 1/8" 1/8" A4.23.02A4.23.02 5/16" /4"

1"

SNOHETTA 80 PINE STREET, 10TH FLOOR NEW YORK, NY 10005 646-383-4762

D3d

1/4

PT-4

R1

ORCH. LOBBY 2' - 2" MIDDLE DIFFUSING BUMP 1' - 8 1/2" 1' ON - 8 1/2" TO BE CENTERED WALL

D1

D3d

3/4" 1/4" 1/4"

1/4"

2 1/4"

OUTSIDE EDGE

2

P1

'-4 R9

ENLARGED PLAN - AUDITORIUM CURVED WALL N 1/4" = 1'-0" SIDE WALL ELEVATION D1 D1 Lower SideA4.23.02 Walls B1 A4.23.02 1/2" = 1'-0" NOTE: PROFILES TO MATCH EXISTING UNO. CURVE LAYOUT CRITERIA E3 ALL DIMENSIONS TO BE VERIFIED IN FIELD 1/2" = 1'-0"

E3a

8'

A126

C6

LEVEL 01 - STAGE 0"

8'

NOTES: DIMENSIONS ARE TO FACE OF PARTITION AND EXCLUDE DIFFUSING BUMP THICKNESS

ORCHESTRA SEATING

SIDE WALL SIDE WALL ELEVATION ELEVATION B1 1/2" = 1/2" 1'-0"= 1'-0"

4

D3d

4'

A4.23.00

B

22

3" TYP.

8' - 7 3/4"

WALL BRACKETS ALIGN WITH MT-1 REVEAL , TYP. D3d B6

P3

PILASTER DATUM, SEE P4 D3d PLAN FOR LOCATION, TYP.

2' 1' 2' 4' 0" 1' 0" E5b D7 = 1'1/4" 1/4" - 0" = 1' - 0" A4.23.00 A7.01

3 P2

1/8" 3/16"

2

8 3/4"

2

PH E5cSCH E 3" REF

SCHEDULED RAILING DIFFUSING DIFFUSING BUMPBUMP REFERECE E5b E5b 314-534-1700 1/2" = 1/2" 1'-0"= 1'-0" RAILNIG PLAN WOOD BLOCKING, WOOD BLOCKING, FOR TYP CONSTRUCTION MANAGER: SCHEDULED RAILING, 2' 8' 2' 4' REQUIRED 4' REQUIRED 8' 8' BSI CONSTRUCTORS INC. 0" 8' 0" AS AS SOUTHWEST AVE. REFER TO RAILING PLAN 4 6767 4 5 MT-1 REVEAL MT-1 REVEAL FRY FRY ST. LOUIS, MO 63143 1/2" = 1'1/2" - 0" = 1' - 0" FOR TYPE 314-781-7820 REGLETREGLET PART NO. PART NO. PCS-75-25/25.

PCS-75-25/25.

DESIGN ARCHITECT:

9 1/2"

EQ E3 A4.23.00

A7.01 A7.01 MT-1

D7 A7.01

SCHEDULED SCHEDULED RAILING, RAILING, 1/2" = 1/2" 1'-0"= 1'-0" REFER REFER TO RAILING TO RAILING PLAN PLAN OWNER: SAINT LOUIS SYMPHONY ORCHESTRA FOR TYPE E5FOR TYPE 718 NORTH GRAND BLVD A4.23.02 ST. LOUIS, MO 63103

9 1/2"

CL

METAL LATH

SOUNDSOU AT BATTS BAT SCHEDULED SCHEDULED RAILINGRAILING

3"

D7

A7.01

THE SEAL (S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE SCHEDULED SCHEDULED EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL RAILING RAILING OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, REFERECE REFERECE OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO RAILNIG PLAN PLAN OR INTENDED TO BE USED FOR ANYRAILNIG PART OR PARTS OF PH - PILASTER PH PILASTER FOR INC. TYP FOR TYP E5a E5a THE PROJECT. © COPYRIGHT 2022 CHRISTNER

9 1/2"

EQ

A7.01

B

MT-1 DIFFUSING DIFFUSING BUMPMT-1 BUMP SUBDIVISION SUBDIVISION CRITERIA CRITERIA E3a E3a 1/2" = 1/2" 1'-0"= 1'-0" TYP. TYP.

PT-3LEVE

22 UNO 22 UNO

3"

4

PH - AUDITORIUM CURVED WALL N B6 1/4" = 1'-0" A1 / A4.23.02

00

LEVEL 01 - STAGE 21 21 0"

UNO

PH - SOUND BOOTH PARTITION DETAIL PH - EGRESS CURVE WALL S PH - EGRESS D4 D5 D6a 1/2" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 054000 -054 6" LEVEL 01 - STAGE EQ EQ 1' - 5 3/4" 1' - 5Steven 3/4" EQ John EQ Schaefer - Architect SCHEDULED SCHEDULED D7 D7 0" A-2007014255 PARTITION PARTITION

TO BE CENTERED TO BE CENTERED ON WALL ON WALL

0"

22 UNO

1' - 0 9/16"

3"

C7a B1

PT-3C4a

2' - 4"

3' - 0 1/4"

3"

MT-1

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

PLASTER PLASTER CEILINGCEILING PROFILE PROFI SCHEDULED FABRIC TUBE HSS - TUBE - MATCHMATCH EXISTING, EXISTING, PT-3 PT-3 621 NORTH SKINKER | ST. LOUIS, MISSOURI HSS 63130 WRAPPED PANEL REFERENCE REFER TO REFER TO TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM PLASTER CEILING CEILING STRUCT DWGS FOR STRUC. DWGS. STRUC. DWGS. PLASTER SCHEDULED SCHEDULED RAILING, RAILING, CERTIFICATE OF AUTHORITY - 000842 CANTILEVERED DEPTH DEPTH VARIES, VARIES, SEE RCP SEE RCP REFER REFER TO RAILING TO RAILING PLAN FOR PLAN TYPE FOR TYPE 21 21 STEEL FRAME PT-3 PLASTER,PLASTER, 22 PT-3 PT-3 METAL STUD 4 4 HSS TUBE METAL METAL ORCH. LOBBY REFER TO LATH LATH PLASTER PLASTER ACOUSTIC ACOUSTIC FA-3 STRUC. DWGS. SCHEDULED RAILING, DIFFUSING DIFFUSING BUMP BUMP REFER TO RAILING PLAN FOR TYPE PT-3 PT-3 PLASTER,

3"

A4.23.02 A7.01

UPPER UPPER PLAN PLAN - LOWER - LOWER SIDE WALL SIDE WALL A1 1/2" = 1/2" 1'-0"= 1'-0" PT-3 D BOOTH NORTH PH - SOUND BOOTH EAST C3a 4 1/4" = 1'-0" 4 UPPER PLAN - LOWER SIDE WALL - 9" A1 A1 / A4.23.02 A1 / A4.23.02 1/2" = 1'-0" MIDDLEMIDDLE DIFFUSING DIFFUSING BUMP BUMP GE

E3b

3"

3"

3"

3"

22

6" CF

3" 1/2"

A4.23.02 A7.01

C7a B1

AP-2J

1' - 6 1/4"

A

C7a B1

21

3" TYP

3/4" PLYWOOD BRACKET

3"

3" TYP

3"

CLA5.21A.2 CL

3/4"

REFERENCE REFERENCE STRUCT STRUCT DWGS FOR DWGS FOR CANTILEVERED CANTILEVERED STEEL FRAME STEEL FRAME

3"

3"

3' - 0"

LATH

3" TYP. 3" TYP.

ALIGN TO ALIGN TO SHORTER SHORTER SIDE SIDE

3"

C4 A4.23.02

3"

TYP

E5b A4.23.00

1/2" 3"

D4

CURVE CURVE LAYOUT LAYOUT CRITERIA CRITERIA E3 E3 1/2" = 1/2" 1'-0"= 1'-0"

TRIM PROFILE TRIM PROFILE 1 1 LATH

ENLARGED PLAN - AUDITORIUM OG WALL 9 3/4" 9 3/4" 1/4" = 1'-0" 21 AUDITORIUM AUDITORIUM ORCHESTRA ORCHESTRA LEVEL LEVEL WALL WALL 3" 3"6" 3/4" 6" TRIME5 PROFILE E57 1" = 1'-0" 1" = 1'-0" MT-1 MT-1 MT-1 PLASTER ON LATH C5

A4.23.02

3/4" 3 5/8" 2"

PROFILE TRIM 7 TYP A4.23.00 E5a A4.23.00

MT-1

B5

LINE OF PROJECTION ABOVE

3" SLOT LENGTH OF COUNTER

GE - STAGE 0" 0"

MT-1

ENLARGED PLAN - AUDITORIUM CURVE WALL NW 1/4" = 1'-0"

C3

Typical Orchestra Bay

BBY CH. LOBBY 1/32" 2' - 2 1/32"

ORNAMENTATION AND EXCLUDE AND EXCLUDE DIFFUSING DIFFUSING BUMP THICKNESS BUMP THICKNESS

TO MATCH EXISTING

C4 RCP - AUDITORIUM CURVED WALL NC4 A4.23.02A4.23.02 1/4" = 1'-0"

3"

EXISTING PLASTER CEIING

A6

MT-1, 5"MT-1, x 1/4"5" LAMINATED x 1/4" LAMINATED TO TO CONT WOOD BLOCKING. WOOD BLOCKING. INSTALLINSTALL TO WO PERPENDICULAR TO PERPENDICULAR TO OF WO EXISTING EXISTING WALL WALL ACHIE NEW BASE NEW(BELOW) BASE (BELOW) TO BUTT TO BUTT INTO AND TERMINATE AT INTO AND TERMINATE AT MT-1, BRASS BRASS WOOD PERPE MT-1. INSTALL MT-1. INSTALL TO ACHIEVE TO ACHIEVE A A EXIST 90 DEGREE CORNER AT THE AT THE 90 DEGREE CORNER NEW B EXTERIOR SIDE. FABRICATE EXTERIOR SIDE. FABRICATE INTO A TABS AS REQ'D TABS AS FOR REQ'D FOR ATTACHMENT TO CONT ATTACHMENT TO CONT BRASS PLATE. PLATE. ATTACHMENTS TO ATTACHMENTS TO BE AT 24" BEOC AT MAXIMUM. 24" OC MAXIMUM. MT-1.

90 DEG EXTER TABS MT-1 REVEAL MT-1 REVEAL - FRY REGLET - FRY REGLET PART NO. PCS-75-25/25.

PART NO. PCS-75-25/25. ATTAC PLATE BE AT

B3 B

Edge of Slab Plan

3' - 5 1/2"

4' - 4 3/4"

12' - 0 3/4"

4' - 3"

20' - 0 1/2"

3' - 0 1/2"

1:9

1:18

1' - 0 1/2"

3' - 4 1/4"

-1' 1' - 0 1/2"

-1

1:15

D4 A1.02

1' - 4 1/2"

1' - 9"

-7 1/2"

B4

B1a

A5.21A.2

A5.21A.2

30'

60'

-9 1

0

1' - 6"

2' - 7 1/4"

1:20

1:2

5' - 3 1/2"

1:8

11"

2' - 3" 1' - 6 1/2"2' - 6 3/4"

1' - 9"

R 88' -

C

7' - 11 1/4"

2' - 2" 5'

0"

10'

20'

0" 5' 1

1" = 10' - 0"

1' - 6" 10'

20'

40'

C3

15"

0" 2

1" = 20' - 0"

2' - 9"

A1.02

2' - 2 1/2"

10' - 5"

1 1/2"

16' - 0 3/4"

EXISTING 11" CONCRETE SLAB

096000 - VAPOR BARRIER

1' - 10"

EXISTING CONCRETE SLAB

2' - 2"

-10"

D8

1"

A7.02

11"

-10"

A1

0" 10' 20'

40'

10' 20' 0" 80'

3 - 0" 1" = 40'

40'

FA-7B - TYPICAL ASSEMBLY 1 1/2" = 1'-0"

FA-7 - FLOOR ASSEMBLY 7 25' - L3-L5 ROOMS 80' 50'WARM-UP 25' 0" 0" 100' 4

1" = 40' - 0"

1" = 450' - 0"

AB

EXISTING CONCRETE SLAB

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS 2X3 FRT WD SLEEPER @ 19" OC VAPOR RETARDER

CONCRETE SLAB

120'

1" = 60' - 0"

22' - 8"

0" 25' 50'

100'

1" 6= 100'11" - 0"

GEO FOAM

GEO FOAM

12" (NOMINAL) SLEEVE

12" (NOMINAL) SLEEVE

A1.02

(NOMINAL) PLYWOOD STAGGERED JOINTS

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS

2X3 FRT WD SLEEPER @ 19" OC

2X3 FRT WD SLEEPER @ 19" OC

VAPOR RETARDER

VAPOR RETARDER

EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB 10" CORE

2' - 1 1/4"

CPB-1 CPB-1 -1' AREAS - 2" AT CARPETED OMIT FINISHED AT CARPETED AREAS OM WOOD FLOORING AND SUBSTITUTE WOOD AND SU -1' FLOORING - 5 1/4" CPB-1 3/8" PLYWOOD UNDERLAYMENT 3/8" PLYWOOD UNDERLAY BENEATH CARPET BENEATH CARPET CUSTOM CARPET TRANSITION. CUSTOM SEE CARPET TRANSI TYPICAL CUSTOM CARPET TRANSITION TYPICAL CUSTOMCUSTOM CARPE TYP CUS DETAIL FOR MORE INFORMATION DETAIL FOR MORE INFOR DETAIL A F

WDF-2 TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD. STAGGERED JOINTS

FA-6 - TYPICAL ASSEMBLY 1 1/2" = 1'-0"

B2

WDF-2 2X3 FRT WD SLEEPER @ 19" OC TWO LA (NOMINA VAPOR RETARDER STAGGE WOOD CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB 2X3 FRT VARIES. COORD WITH STRUCTURAL VARIES. COORD WITH ST @ 19" O AND EXISTING CONDITIONS AND EXISTING CONDITION -1' - 2" 1" EXISTING CONCRETE SLAB EXISTING CONCRETE SLA VAPOR MOVEMENT GAP

C5

D4

VAPOR RETARDER

A1.02

A1.02

11"

A7.02 -9 1/2"

FA-5 - TYPICAL ASSEMBLY 1 1/2" = 1'-0" 6"

2' - 2" D4

WDF-2 SCREW EXPANS TWO LAYERS OF 1/2" REQUIR (NOMINAL) PLYWOOD. STAGGERED JOINTS

2X3 FRT WD SLEEPER @ 19" OC

-10" 2' - 2"

D8

B1

7

ORCHESTRA WOOD FLOOR ASSEMBLY 1 1/2" = 1'-0"

VAPOR BARRIER

EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB

2' - 2"

10" CORE

200' 7

1/8" ADHESIVE CONCRETE SLAB

CONCRETE TOPPING SLAB; CONCRETE TOPPING SLAB; THICKNESS VARIES. COORDTHICKNESS WITH VARIES. COORD WITH STRUCTURAL AND EXISTINGSTRUCTURAL AND EXISTING 6" 1' - 3" CONDITIONS CONDITIONS

C3

100'

-1' - 2"

-8 1/4" ORCHESTRA WOOD FLOOR ORCHESTRA ASSEMBLY WOOD 3" FLOOR CONCRETE ASSEMBLY CONCRETE ORCHESTRA FLOOR ORCHESTRA ASSEMBLY WOOD - 3"FLOOR - 8" CONCRETE ASSEMBLY SLAB 3" - 8" CONCRETE SECTION - TYPICAL WOOD SECTION TO CARPETING - TYPICAL WOOD FLOORING TO CARPETING TRANSITION FLOORING TRANSITI CONCRE FA-6 - SLAB FLOOR3" ASSEMBLY 6 -SLAB BOH VEST AT WOOD STAGE FA-5 - -FLOOR ASSEMBLY SLAB 5 - DONOR LOUNGE B4 B5 B5 WINGS B7 B7 A4.23.00 VARIES. 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 8' - 11 1/4"

14' - 7 3/4"

WDF-2

1" MOVEMENT GAP

1"

C

WDF-2

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS WOOD BLOCKING 2X3 FRT WD SLEEPER @ 19" OC

RETARDER MOVEMENT VAPOR GAP

TWO LAYERS OF 1/2" WDF-2 (NOMINAL) PLYWOOD STAGGERED TWOJOINTS LAYERS OF 1/2" WOOD BLOCKING (NOMINAL) PLYWOOD 2X3 FRT WD SLEEPER JOINTS STAGGERED @ 19" OC 2X3 FRT WD SLEEPER @ 19" OC VAPOR RETARDER

FA-4B - FLOOR ASSEMBLY 4B (NOT

VAPOR CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS RETARDER VARIES. COORD WITH STRUCTURAL VARIES. COORD WITH STRUCTURAL AND EXISTING CONDITIONS AND EXISTING CONDITIONS

GEOFOAM

A1.02

USED)

VAPOR RETARDER

1/2"

GEOFOAM

096400 - SCHEDULED WOOD FLOORING EXISTING EXISTING TOPPING CONCRETE SLAB 033000 - CONCRETE CONCRETE SLAB SLAB - SEE STRUCTURAL VAPOR RETARDER

3

3 3/4" 2 1/4"

C5

2 1/4"

1/2"

2'

4'

CPB-1

1/2"

WOOD BLOCKING

1/2"

WOOD NOSING. SEGMENT WOOD WOOD NOSING. SEGMENT WOOD NOSING WITH MITER CUTS AT NOSING EACH WITH MITER CUTS AT EACH THEATER RAIL POST. THEATER RAIL POST. C5

C5

WOOD BLOCKING

1"

NOT TO EXCEED 1 1/4" NOT TO EXCEED 1 1/4" CPB-1 CURVED FACE OF WOOD TRIM CURVED BELOW FACE OF WOOD TRIM BELO 1" CURVED FACE OF CONCRETE CURVED BELOWFACE OF CONCRETE BELO

DIMENSION AT POST. OVERHANG DIMENSION WILL BE AT POST. OVERHANG WILL BE GREATER AT MIDPOINT OF SEGMENTED GREATER AT MIDPOINT OF SEGMENTED CUSTOM NOSING. 1/2" NOT TO EXCEED CUSTOM 1 1/4" NOSING. NOT TO EXCEED 1 1/4"

A1.02

A1.02 THEATER RAIL POST. WRAPTHEATER PERIMETER RAIL OF POST. WRAP PERIME THEATER RAIL POST WITH 1/4" THEATER THICK CORK RAIL POST WITH 1/4" THICK FOR FULL DEPTH OF THE SCHEDULED FOR FULL DEPTH OF THE SCHEDULE WOOD FLOORING ASSEMBLY. WOOD TRIMFLOORING CORK ASSEMBLY. TRIM FLUSH WITH TOP OF FINISH FLUSH FLOOR.WITH TOP OF FINISH FLOOR. SCHEDULED WOOD FLOORING SCHEDULED WOOD FLOORING ASSEMBLY; SCRIBED TO SEGMENTED ASSEMBLY; SCRIBED TO SEGMENTE WOOD NOSING WOOD NOSING

CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS VARIES. COORD WITH STRUCTURAL VARIES. COORD WITH STRUCTURAL VAPOR RETARDER AND EXISTING CONDITIONS AND EXISTING CONDITIONS SEALANT

SCHEDULED WOOD FLOORING SCHEDULED ASSEMBLY; WOOD FLOORING ASSE NOTCH AND SCRIBE AS REQUIRED NOTCHAT AND SCRIBE AS REQUIRED A THEATER RAIL POSTS. THEATER RAIL POSTS.

CONCRETE TOPPING SLAB PLAN - ORCHESTRA FLOOR PLAN -CROSS ORCHESTRA AISLE FLOOR STEP CROSS AISLE STEP

SECTION - ORCHESTRA SECTION FLOOR- CROSS ORCHESTRA AISLE FLOOR STEP CROSS AISLE STEP C5 1 1/2" = 1'-0" 1 1/2" = 1'-0"

C7

EXISTING CONCRETE SLAB 1 1/2" = 1'-0" 1 1/2" 3/4"

D CUSTOM FLOORING TRANSITION. CUSTOM SEE FLOORING TRANSITION. SEE F4 - TYPICAL ASSEMBLY

1"

0" 1'

3 3/4" 1"

WOOD TRIM, 6" X 1/2" - FINISHED TO MATCH ADJACENT FLOORING

SECTION - ORCHESTRA SECTION FLOOR-REAR ORCHESTRA STEP FLOOR REAR STEP C3 1 1/2" = 1'-0" 1 1/2" = 1'-0"

1"

MATCH SCHEDULED FLOORING

3"

16'

3/8"

3/8"

1/2" TYP

1/8" = 1' - 0"

8'

1/4" = 1' - REAR 0" SECTION - ORCHESTRA FLOOR STEP C3 1 1/2" = 1'-0" B TYPICAL CUSTOM FLOOR TYPICAL TRANSITION CUSTOM FLOOR TRANSITION TYPICAL CUSTOM CARPET TYPICAL TRANSITION CUSTOM CARP B7a B7a B8 B8 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"

CPB-1 1/2"

EXISTING CONCRETE SLAB

3"

4'

6" X 1/2" WOOD BASE. FINISH6"TO X 1/2" MATCH WOOD BASE. FINISH TO MATCH C7 SCHEDULED FLOORING. KERF SCHEDULED BACK AS FLOORING. KERF BACK AS A1.02 REQUIRED TO CONFORM TOREQUIRED RADIUS TO CONFORM TO RADIUS

C7

GEOFOAM

EXISTING CONCRETE SLAB EXISTING CONCRETE GEOFOAM SLAB

2

0" 2'

CUSTOM NOSING WITH EASED CUSTOM EDGE NOSING TOP WITH EASED EDGE TOP AND BOTTOM. FINISH TO MATCH AND BOTTOM. SCHEDULED FINISH TO MATCH SCHEDULED FLOORING FLOORING

WDF-2 TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS 2X3 FRT WD SLEEPER @ 19" OC

1/2" TYP

MATCH SCHEDULED FLOORING

1/16" = 1' - 0"

AND EXI

9' - 1 3/4"

3"

1

EXPANSION GAP TO 1" X (ASEXPANSION GAP TO 1" X (AS REQUIRED) WOOD BLOCKING REQUIRED) WOOD BLOCKING

1/2" TYP 1/4" TYP

SCREW THROUGH SCREW FASTEN THROUGH 1/32" = 1' -FASTEN 0"

EDGE OF SLAB PLANS

SCHEDULED THEATER RAILING SCHEDULED THEATER RAILING CUSTOM FLOORING TRANSITION. SEE CUSTOM FLOORING TRANSITION. SEE TYP CUSTOM FLOORING TRANSITION TYP CUSTOM FLOORING TRANSITION 8' 16' 32' INFORMATION 64' FOR MORE INFORMATION 16' 32' 0" DETAIL 0" 4' 8' FOR MORE DETAIL

DIMENSION LOCATION -10 1/8"

V1

OVERALL PLAN - LEVEL 01 - ORCHESTRA LEVEL LOBBY 1/4"CPB-1 = 1'-0"

EDGE OF SLAB PLANS

E1

CPB-1

DIMENSION LOCATION -10 1/8"

12/5/2022 1:26:36 PM

VAPOR BARRIER

CONCRETE SLAB

1' - 10"

CUSTOM CARPET TRANSITION. CUSTOM FINISH CARP GEOFOA TO MATCH SCHEDULED FLOORING TO MATCH SCH CUSTOM FLOORING TRANSITION. CUSTOM FINISH FLOORING TO TRANSITION. FINISH TO EXISTIN MATCH SCHEDULED FLOORING. MATCH ANCHOR SCHEDULED TO FLOORING. ANCHOR TO SUBSTRATE AT 12" ON CENTER SUBSTRATE WITH A BLACK AT 12" ON CENTER WITH A BLACK HEADED SCREWED FASTENER. HEADED PRE-DRILL SCREWED AND FASTENER. PRE-DRILL AND SET FASTENER FLUSH WITHSET TOPFASTENER OF WOOD FLUSH WITH TOP OF WOOD 1/2" TYP

SCHEDULED FLOORING

Orchestra Floor Details

C3

25' 50' 0" 200'

1" =1/2" 100' - 0"8' - 9 3/4" 10

11 3/4"

SCHEDULED FLOORING

1:12

1/8" ADHESIVE

UNGE

240' 6

8" DIFFUSER

1' TWO - 3" LAYERS OF 1/2"

3" CONCRETE TOPPING SLAB 3" CONCRETE TOPPING SLAB

3' - 5"

0" 240' 60'

096000 2' - VAPOR BARRIER - 2" WDF-2 5/8" WOOD FLOOR WDF-2 5/8" WOOD FLOOR

WDF-2 5/8" WOOD FLOOR WDF-2 5/8" WOOD FLOOR

Autodesk Docs://SLSO/SLSO-ARCH-EXP-2022.rvt

120'

5

= 60' - 0" 9 1" 1/2"

1/4" TYP

OORING

1 1/4"

(1) LAYER OF 1" PLYWOOD 8" DIFFUSER

8" DIFFUSER

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS 2X3 FRT WD SLEEPER @ 19" OC VAPOR RETARDER

B

60'

0"

9 3/4"

SCHEDULED FLOORING 8" DIFFUSER

E

B4

100' 5

B4

1 1/4"

096000 - VAPOR BARRIER

50'

1" = 50' - 0"

SCHEDULED FINISH

BARRIER

FA-7A - TYPICAL ASSEMBLY 1 1/2" = 1'-0"

A2

23' - 8 1/2"

NISH

-1' - 2"

-9 1/2" -1' - 2"

D

60'

2' - 5 3/4" 1"

1' - 6"

1' - 3" FLOOR LEVELING COMPOUND

-8 1/4"

3

80'

SCHEDULED FINISH 096519 - ACOUSTIC RUBBER UNDERLAYMENT

A

30'

40'

1" = 40' - 0"

3' - 11 1/2"

SCHEDULED FINISH

4' - 0 1/4"

0" 10' 20' 3

1" = 30' - 0"

096000 - VAPOR BARRIER

STIC RUBBER 096519 - ACOUSTIC RUBBER T UNDERLAYMENT

B

SLUMB CONDITION - SLAB EDGE 3D

C7

1 1/2" = 1'-0"

1 1/2" ALIGN TOP OF TRIM TO TOP ALIGN OF LOUVER TOP OF TRIM TO TOP OF LOUVER 3/4" TOP PROFILE OF BASE ASSEMBLY TOP PROFILE TO OF BASE ASSEMBLY TO RETURN TO BUILT OUT BASERETURN SHOE TO BUILT OUT BASE SHOE

F4 - TYPICAL NOSING DETAIL

LOUVER

LOUVER

D4

C

SECTION EXISTING - CARPET TO WOOD FLOOR TRANS PLYWOOD; PAINT EXISTING PLYWO 1 1/2" = 1'-0"

Steven John Scha A-200701

B 10' - 7"

4' - 7"

17' - 7 1/4"

THE SEAL (S) AND SIGNATURE DOCUMENT TO WHICH THEY A EXPRESSLY DISCLAIM ANY RE OTHER PLANS, SPECIFICATIO OR OTHER DOCUMENTS OR IN OR INTENDED TO BE USED FO THE PROJECT. © COPYRIGHT

38' - 0 3/4"

OWNER: SAINT LOUIS SYMPHONY ORCHESTR 718 NORTH GRAND BLVD ST. LOUIS, MO 63103 314-534-1700

91 R 19 '-1

LANDSCAPE ARCHITECT: CHRISTNER ARCHITECTS

-1' - 2"

80' 10'0"20' 0"

25' 40'

50'

1" = 40'1"- 0" = 50' - 0"

4

80'

100'

25'

0"

50'

ACOUSTIC ENGINEER: KIRKEGAARD 7733 FORSYTH BLVD ST. LOUIS, MO 63105 314-896-2511

100' 0"

1" = 50'4 - 0" 5

8' - 2 3/4"

2 3/4" 3' - 10 3/4" 2 3/4"

8" DIFFUSER

0"25'

50' 60'

100'

120'

240'

-3' - 1" 0 3/4"

8" DIFFUSER

WDF-2 5/8" WOOD FLOOR

WDF-2 5/8" WOOD FLOOR

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS 2X3 FRT WD SLEEPER @ 19" OC VAPOR RETARDER

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS 2X3 FRT WD SLEEPER @ 19" OC VAPOR RETARDER

12" (NOMINAL) SLEEVE

240' 0"

120' 0"60' 25' 50'

1" = 60'1" - 0" = 100' - 0"

100'

240'

200'

0" 25' 50'

6

AV DESIGNER: WSDG 18430 NE 24TH. AVE NORTH MIAMI BEACH, FL 33160 786-520-4371

PH20 100'

100'

200'25' 50' 0"

1" = 6100' - 70"

200' 7

1" = 100' - 0"

7

39' - 1 1/2"

TRAFFIC/PARKING: LOCHMUELLER GROUP 411 NORTH 10TH ST #200 ST. LOUIS, MO 63101

8" DIFFUSER

WDF-2 5/8" WOOD FLOOR

WDF-2 5/8" WOOD FLOOR

WDF-2 5/8" WOOD FLOOR

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB

10" CORE

10" CORE

10" CORE

8" DIFFUSER

2X3 FRT WD SLEEPER @ 19" OC

2X3 FRT WD SLEEPER @ 19" OC

VAPOR RETARDER

VAPOR RETARDER

CPB-1 AT CARPETED AREAS OMIT FINISHED WOOD FLOORING AND SUBSTITUTE 3/8" PLYWOOD UNDERLAYMENT BENEATH CARPET CUSTOM CARPET TRANSITION. SEE TYPICAL CUSTOM CARPET TRANSITION DETAIL FOR MORE INFORMATION

CONCRETE TOPPING SLAB; CONCRETE TOPPING SLAB; THICKNESS VARIES. COORD WITH THICKNESS VARIES. COORD WITH STRUCTURAL AND EXISTING STRUCTURAL AND EXISTING CONDITIONS CONDITIONS

EXISTING CONCRETE SLAB

LIGHTING DESIGNER: RBLD 609 E. LOCKWOOD AVE SUITE 201 ST. LOUIS, MO 63119 314-961-6650

314-621-3395 EXPANSION & RENOVATION EXPANSION & R

8" DIFFUSER

5' - 6 1/2"

GEO FOAM

120'

5 - 0" 6 1" = 60'

2X3 FRT WD SLEEPER @ 19" OC 3" CONCRETE TOPPING SLAB 3" CONCRETE TOPPING SLAB VAPOR RETARDER GEO FOAM GEO FOAM CONCRETE TOPPING SLAB; THICKNESS VARIES. COORD WITH 12" (NOMINAL) SLEEVE 12" (NOMINAL) SLEEVE STRUCTURAL AND EXISTING CONDITIONS

3" CONCRETE TOPPING SLAB

60'

0"

5

1" = 50'1"- 0" = 60' - 0"

24' - 0 1/2"

NISH TIC RUBBER 8" DIFFUSER T WDF-2 5/8" WOOD FLOOR BARRIER TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD B STAGGERED JOINTS 2X3 FRT WD SLEEPER @ 19" OC VAPOR RETARDER

THEATRICAL LIGHTING: THEATRE DNA 453 S. SPRING STREET SUITE 1230 LOS ANGELES, CALIFORNIA 9013

1:14

6

-3' - 1" 40'

THEATER: SCHULER SHOOK 363 WEST ERIE, SUITE 400 CHICAGO, IL 60654 312-944-8230

C

6' - 1 3/4"

24' - 4"

1 :1

1" = 40'3- 0" 4

MEPFP: McCLURE ENGINEERING 1000 CLARK AVE ST. LOUIS, MO 63102 314-645-6232

5' - 8 3/4"

1: 15

-1' - 5 1/4"

0" 10' 20'

STRUCTURAL: KPFF 1630 DES PERES RD #100 ST. LOUIS, MO 63131 314-835-0524

3' - 2 3/4"

1/2"

CIVIL ENGINEER: DAVID MASON + ASSOCIATES 800 SOUTH VANDEVENTER AVE. ST LOUIS, MO 63110 314-534-1030

ELEV 2

10' - 0 3/4"

-10"

DESIGN ARCHITECT: SNOHETTA 80 PINE STREET, 10TH FLOOR NEW YORK, NY 10005 646-383-4762

PH18

0"

51 'R

/4" 01 '19 0"

CONSTRUCTION MANAGER: BSI CONSTRUCTORS INC. 6767 SOUTHW EST AVE. ST. LOUIS, MO 63143 314-781-7820

PH17

1' - 1 1/2"

-1' - 2"

1' -

R

7"

1' - 2"

5 1/4"

- 2"

/2"

4' - 11 3/4"

10 1/2"

PH16

EXISTING CONCRETE SLAB

LIFE SAFETY CODE CONSULTANT: HOLMES KEOGH ASSOCIATES LLC (H 526 EAST 20TH ST, SUITE 4D NEW YORK, NY 10009

WDF-2 TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD. STAGGERED JOINTS

CPB-1 CPB-1 646-651-9740 AT CARPETED AREAS OMIT FINISHED AT CARPETED AREAS OMIT FINISHED AREA 'C' WOOD FLOORING AND SUBSTITUTE WOOD AND SUBSTITUTE AREA FLOORING 'A' AREA 'A' BOH 3/8" PLYWOOD UNDERLAYMENT 3/8" PLYWOOD UNDERLAYMENT EXISTINGCARPET EXISTING BENEATH CARPET BENEATH REVISION CUSTOM CARPET TRANSITION. CUSTOM SEE CARPET TRANSITION. SEE TYPICAL CUSTOM CARPET TRANSITION TYPICAL CUSTOM CARPETNO TRANSITION DATE AREA 'B' AREA 'B' MORE INFORMATION DETAIL FOR MORE INFORMATION DETAIL FOR A A A FOH 12/5/2022 FOH PER WDF-2 WDF-2 TWO LAYERS OF 1/2" TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD. (NOMINAL) PLYWOOD. STAGGERED JOINTS STAGGERED JOINTS PROJECT KEY PLAN PROJECT K

2X3 FRT WD SLEEPER @ 19" OC

2X3 FRT WD SLEEPER @ 19" OC

2X3 FRT WD SLEEPER @ 19" OC

VAPOR RETARDER

VAPOR RETARDER

VAPOR RETARDER

D

PH21

DN

CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS VARIES. COORD WITH STRUCTURAL VARIES. COORD WITH STRUCTURAL VARIES. COORD WITH STRUCTURAL AND EXISTING CONDITIONS AND EXISTING CONDITIONS AND EXISTING CONDITIONS

-3' - 1" 0 3/4" 24' - 8 3/4"

EXISTING CONCRETE SLAB

49' - 3 1/2"

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB

STRA 3" CONCRETE WOOD FLOOR SLAB ORCHESTRA ASSEMBLY WOOD 3" CONCRETE FLOOR ORCHESTRA ASSEMBLY SLABWOOD 3" CONCRETE FLOOR ASSEMBLY SLAB ORCHESTRA - 3" - 8" WOOD CONCRETE FLOOR ORCHESTRA SLAB ASSEMBLY WOOD - 3" -FLOOR 8" CONCRETE ASSEMBLY SECTION SLAB - 3" -- TYPICAL 8" CONCRETE WOODSLAB TO CARPETING SECTION - TYPICAL FLOORING WOOD SECTION TRANSITION TO CARPETING - TYPICAL WOOD FLOORING TO CARPETING TRANSITION FLOORING TRANSITION ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPEARCHITECTS ARCHITECTS| DESIGNERS | PLANN B4 B5 B5 B5 B7 B7 B7 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 621 NORTH SKINKER | ST. LOUIS, MISSOURI621 63130 NORTH SKINKER | ST.

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM TEL 314 725 2927 | FAX 314 72

ORING

WDF-2

AYERS OF 1/2" AL) PLYWOOD ERED JOINTS BLOCKING T WD SLEEPER OC 1" RETARDER MENT GAP

WDF-2

TWO LAYERS OF 1/2" WDF-2 (NOMINAL) PLYWOOD JOINTS TWOSTAGGERED LAYERS OF 1/2" WOOD BLOCKING (NOMINAL) PLYWOOD 2X3 FRT WD SLEEPER STAGGERED JOINTS @ 19" 2X3 FRT WDOC SLEEPER 1" @ 19" OC VAPOR MOVEMENT GAP RETARDER

TWO LAYERS OF 1/2" WDF-2 D5 (NOMINAL) PLYWOOD STAGGERED JOINTS OF 1/2" A1.02TWO LAYERS WOOD(NOMINAL) BLOCKINGPLYWOOD C7 2X3 FRTSTAGGERED WD SLEEPER JOINTS @ 19" 2X3 OC FRT WD SLEEPER A1.02 @ 19" OC VAPOR RETARDER

3/8"

1"

MATCH SCHEDULED FLOORING

3"

MATCH SCHEDULED FLOORING

3"

3/8"

1/2" TYP 1"

1/2" TYP

MATCH SCHEDULED FLOORING

1/2" TYP 3/8"

SCREW FASTEN THROUGH SCREW FASTEN THROUGH EXPANSION GAP TO 1" X (AS EXPANSION GAP TO 1" X (AS REQUIRED) WOOD BLOCKING REQUIRED) WOOD BLOCKING

3"

1/2" TYP

1/4" TYP

FASTEN THROUGH SION GAP TO 1" X (AS RED) WOOD BLOCKING

1/4" TYP

SCHEDULED THEATER RAILING TRANSITION. SCHEDULED THEATER RAILING SCHEDULED THEATER RAILING CUSTOM FLOORING TRANSITION. CUSTOM SEE FLOORING SEE TYP CUSTOM FLOORING TRANSITION TYP CUSTOM FLOORING TRANSITION DETAIL FOR MORE INFORMATION DETAIL FOR MORE INFORMATION

1/4" TYP

1/2" TYP

M FLOORING TRANSITION. SEE STOM FLOORING TRANSITION FOR MORE INFORMATION

EDGE OF SLAB PLANS 1/2" TYP

EDGE OF SLAB PLANS

DIMENSION LOCATION -10 1/8"

EDGE OF SLAB PLANS

CPB-1

DIMENSION LOCATION -10 1/8"

-3' - 1" CPB-1

22' - 0 1/4" DIMENSION LOCATION -10 1/8"

23' - 11 1/4"

CUSTOM CARPET TRANSITION. FINISH CUSTOM CARPET TRANSITION. CUSTOM FINISH CARPET TRANSITION. FINISH CERTIFICATE OF AUTHORITY - 000842 CERTIFICATE OF AU TO MATCH SCHEDULED FLOORING TO MATCH SCHEDULED FLOORING TO MATCH SCHEDULED FLOORING CUSTOM FLOORING TRANSITION. FINISHCUSTOM TO FLOORING TRANSITION. CUSTOM FINISH FLOORING TO TRANSITION. FINISH TO MATCH SCHEDULED FLOORING. ANCHORMATCH TO SCHEDULED FLOORING. MATCH ANCHOR SCHEDULED TO FLOORING. ANCHOR TO SUBSTRATE AT 12" ON CENTER WITH A BLACK SUBSTRATE AT 12" ON CENTER SUBSTRATE WITH A BLACK AT 12" ON CENTER WITH A BLACK HEADED SCREWED FASTENER. PRE-DRILL HEADED AND SCREWED FASTENER. HEADED PRE-DRILL SCREWED AND FASTENER. PRE-DRILL AND SET FASTENER FLUSH WITH TOP OF WOOD SET FASTENER FLUSH WITH TOP SETOF FASTENER WOOD FLUSH WITH TOP OF WOOD

1"

Steven John Schaefer - Architect A-2007014255

PH22 B

Steven John Schae A-2007014

B

B

THE SEALTYPICAL (S) AND SIGNATURE(S) APPLY ONLY TOTHE THE SEAL (S) AND SIGNATURE( TYPICAL CUSTOM FLOOR TRANSITION TYPICAL CUSTOM TYPICAL FLOOR TYPICAL TRANSITION CUSTOM CUSTOM CARPET FLOOR TRANSITION TRANSITION TYPICAL CUSTOM CARPET TRANSITION CUSTOM CARPET TRANSITION DOCUMENT DOCUMENT TO WHICH THEY AR B7a B7a B8 B7a B8 B8 TO WHICH THEY ARE AFFIXED, AND WE 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3"DISCLAIM = 1'-0"ANY RESPONSIBILITY FOREXPRESSLY EXPRESSLY ALL DISCLAIM ANY RES

OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OTHER PLANS, SPECIFICATION OR OTHER DOCUMENTS OR INSTRUMENTS RELATING OR OTHER TO DOCUMENTS OR INS OR INTENDED TO BE USED FOR ANY PART OR PARTS OR INTENDED OF TO BE USED FOR THE PROJECT. © COPYRIGHT 2022 CHRISTNER INC. THE PROJECT. © COPYRIGHT 2

CUSTOM NOSING WITH EASED EDGE TOPCUSTOM NOSING WITH EASEDCUSTOM EDGE TOP NOSING WITH EASED EDGE TOP

WDF-2 D6 AND BOTTOM. FINISH TO MATCH SCHEDULED AND BOTTOM. FINISH TO MATCH AND SCHEDULED BOTTOM. FINISH TO MATCH SCHEDULED FLOORING

FLOORING

A1.02 TWO LAYERS OF 1/2"

FLOORING

3 3/4"

3 3/4"

3 3/4"

EDGE OF SLA LEVEL 01 - ST - NORTH

OWNER:

OWNER:

2' - 1 1/4"

2 1/4" 2 1/4" 1" 2 1/4" 1" SAINT LOUIS SYMPHONY ORCHESTRA E SAINT LOUIS SYMPHONY ORCHESTRA 6" X 1/2" WOOD 6" X MATCH 1/2" WOOD BASE. 1" FINISH TO MATCH (NOMINAL) PLYWOOD C7 BASE. FINISH TO MATCH 6" C7X 1/2" WOOD BASE. FINISH TO 718 NORTH GRAND BLVD 718 NORTH GRAND BLVD FLOORING. KERF BACK AS SCHEDULED FLOORING. KERFSCHEDULED BACK AS FLOORING. KERF BACK AS STAGGEREDSCHEDULED JOINTS ST. LOUIS, MO 63103 ST. LOUIS, MO 63103 1/2" 1/2" 1/2" A1.02 REQUIREDA1.02 TO CONFORM TO RADIUS REQUIRED TO CONFORM TO RADIUS REQUIRED TO CONFORM TO RADIUS 314-534-1700 314-534-1700 2X3 FRT WD SLEEPER WP1 @ 19" OC CONSTRUCTION MANAGER: CONSTRUCTION MANAGER: NOT TO EXCEED 1 1/4" NOT TO EXCEED 1 1/4" NOT TO EXCEED 1 1/4" BSI CONSTRUCTORS INC. BSI CONSTRUCTORS INC. DIMENSION AT POST. OVERHANG WILL BEDIMENSION AT POST. OVERHANG DIMENSION WILL BEAT POST. OVERHANG WILL BE 6767 SOUTHWEST AVE. 6767 SOUTHWEST AVE. GREATER GREATER AT MIDPOINT OF CURVED SEGMENTED FACE OF WOOD TRIM BELOW CURVED FACE OF WOOD TRIM BELOW FACE OF WOOD TRIM BELOW ST. LOUIS, MO 63143 ST. CURVED LOUIS, MO 63143 VAPOR VAPOR VAPOR AT MIDPOINT OF SEGMENTED GREATER AT MIDPOINT OF SEGMENTED 314-781-7820 314-781-7820 ETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS CUSTOM NOSING. NOT TO EXCEED CUSTOM 1 1/4" NOSING. NOT TO EXCEED 1 1/4" 1/2" 1 1/4" CUSTOM NOSING. NOT 1/2"TO EXCEED D6 1/2" RETARDER RETARDER RETARDER CURVED FACE OF CONCRETE BELOW CURVED FACE OF CONCRETECURVED BELOW FACE OF CONCRETE BELOW . COORD WITH STRUCTURAL VARIES. COORD WITH STRUCTURAL VARIES. COORD WITH STRUCTURAL DESIGN ARCHITECT: DESIGN ARCHITECT: CPB-1 CPB-1 CPB-1 A1.02 SNOHETTA SNOHETTA ISTING CONDITIONS AND EXISTING CONDITIONS AND EXISTING CONDITIONS WOOD NOSING. SEGMENT WOOD WOOD NOSING. SEGMENT WOOD WOOD NOSING. SEGMENT WOOD 80 PINE STREET, 10TH FLOOR 80 PINE STREET, 10TH FLOOR 25' - 4" 10' - 4 1/2" 41' - 3 1/2" NOSING WITH MITER CUTS AT EACH NOSING WITH MITER CUTS AT NOSING EACH WITH MITER CUTS AT EACH NEW YORK, NY 10005 NEW YORK, NY 10005 AM GEOFOAM GEOFOAM 646-383-4762 646-383-4762 THEATER RAIL POST. THEATER RAIL POST. THEATER RAIL POST. 1/2" 1/2" 1/2" C5 C5 C5 CIVIL ENGINEER: CIVIL ENGINEER: REVISION DWG NO SH NG CONCRETE SLAB EXISTING GEOFOAM CONCRETE SLAB EXISTING CONCRETE GEOFOAM SLAB GEOFOAM DAVID MASON + ASSOCIATES DAVID MASON + ASSOCIATES A1.02 A1.02 A1.02 THEATER RAIL POST. WRAP PERIMETER THEATER OF RAIL POST. WRAP800PERIMETER THEATER RAIL OF POST. WRAP PERIMETER OF VANDEVENTER AVE. WOOD BLOCKING WOOD BLOCKING WOOD BLOCKING SOUTH VANDEVENTER AVE. 800 SOUTH PROJECT ST LOUIS, MO 63110 ST LOUIS, MONO: 63110 19057 THEATER RAIL POST WITH 1/4" THICK CORK THEATER RAIL POST WITH 1/4" THEATER THICK CORK RAIL POST WITH 1/4" THICK CORK EXISTING EXISTING EXISTING 314-534-1030 FULL SLAB; DEPTHTHICKNESS OF THE SCHEDULED FOR FULL DEPTH OF THE SCHEDULED FOR FULL DEPTH OF THE SCHEDULED 314-534-1030 CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS CONCRETEFOR TOPPING CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB WOODWITH FLOORING ASSEMBLY. TRIM CORK WOOD FLOORING ASSEMBLY. WOOD TRIM ARCHITECT: CORK FLOORING ASSEMBLY. TRIM CORK LANDSCAPE LANDSCAPE ARCHITECT: VARIES. COORD WITH STRUCTURAL VARIES. COORD WITH STRUCTURAL VARIES. COORD STRUCTURAL FLUSH WITH TOP OF FINISH FLOOR. FLUSH WITH TOP OF FINISHCHRISTNER FLOOR. FLUSHARCHITECTS WITH TOP OF FINISH FLOOR. CHRISTNER ARCHITECTS AND EXISTING CONDITIONS AND EXISTING CONDITIONS AND EXISTING CONDITIONS STRUCTURAL: STRUCTURAL: SCHEDULED WOOD FLOORING SCHEDULED WOOD FLOORING SCHEDULED WOOD FLOORING KPFF ASSEMBLY; SCRIBED TO SEGMENTED ASSEMBLY; SCRIBED TO SEGMENTED ASSEMBLY; SCRIBED TO SEGMENTED KPFF 1630 DES PERES RD #100 1630 DES PERES RD #100 WOOD NOSING WOOD NOSING ST. WOOD LOUIS, MONOSING 63131 ST. LOUIS, MO 63131

A

314-835-0524

8'

0" 8'

4

2'

4'

8'

0" 3" 6"

5

1'

2'

314-835-0524

SCHEDULED WOOD FLOORING ASSEMBLY; SCHEDULED WOOD FLOORINGSCHEDULED ASSEMBLY; WOOD FLOORING ASSEMBLY; MEPFP: NOTCH AND SCRIBE AS REQUIRED AT NOTCH AND SCRIBE AS REQUIRED NOTCH ATAND SCRIBE AS REQUIRED AT MEPFP: McCLURE ENGINEERING McCLURE ENGINEERING 1'-4" 8" 0" 2" 4" THEATER RAIL POSTS. THEATER RAIL POSTS. 1000THEATER CLARK AVE RAIL POSTS. 1000 CLARK AVE

6

7

ST. LOUIS, MO 63102 314-645-6232

ST. LOUIS, MO 63102 314-645-6232

LOUVER

EXISTING PLYWOOD; PAINT LOUVER

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB

CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS VARIES. COORD WITH STRUCTURAL ANDVARIES. COORD WITH STRUCTURAL VARIES.AND COORD WITH STRUCTURAL AND EXISTING CONDITIONS. EXISTING CONDITIONS. EXISTING CONDITIONS.

VAPOR RETARDER

VAPOR RETARDER

1"

6" +/-

EXISTING CONCRETE SLAB

1 1/8"

VAPOR RETARDER

CONCRETE TOPPING SLAB; CONCRETE TOPPING SLAB; THICKNESS VARIES. COORD WITH THICKNESS VARIES. COORD WITH STRUCTURAL AND EXISTING STRUCTURAL AND EXISTING CONDITIONS. CONDITIONS.

1/2" 1 1/2"

VAPOR RETARDER

CONCRETE TOPPING SLAB; THICKNESS VARIES. COORD WITH STRUCTURAL AND EXISTING CONDITIONS.

2X3 FRT WD SLEEPER @ 19" OC 2X3 FRT WD SLEEPER @ 19" OC 3 1/8"

VAPOR RETARDER

2X3 FRT WD SLEEPER @ 19" OC 3 1/8"

2X3 FRT WD SLEEPER @ 19" OC

1/2" 1 1/2"

2X3 FRT WD SLEEPER @ 19" OC

1 1/8"

BUILT OUT BASE SHOE EXISTING SHOE STAGE BUILT WALL OUT BASE SHOE BASE PROFILE BASE PROFILE BASE PROFILEBUILT OUT BASE RUNSLOUVER CONTINUOUS RUNS CONTINUOUS RUNS CONTINUOUS BEYOND LOUVER BEYOND BEYOND LOUVER CUSTOM FABRICATE SHEET METAL SCREW FASTEN THROUGH SCREW FASTEN THROUGH CLOSURE AS REQ'D TO TRANSITION CUSTOM TRANSITION. SEE NEW FLOORING SEE FLOORING EXPANSION GAP TO 1" X (AS EXPANSION GAP TO CUSTOM 1" X (AS FLOORING TRANSITION. SEE CUSTOM EXISTING THRU WALL DUCT TO NEW BUILT UP BASETRANSITION. ASSEMBLY; PAINT. NEW BUILT UP BASE ASSEMBLY; PAINT. BUILT UP BASE ASSEMBLY; PAINT. WDF-2 WDF-2 WDF-2 TYP CUSTOM FLOORING TRANSITION TYP CUSTOM FLOORING TRANSITION TYP CUSTOM FLOORING TRANSITION REQUIRED) WOOD BLOCKING REQUIRED) WOOD BLOCKING REDUCED SIZE. NOTE - BASE EXTENDS BEYOND FACE OFNOTE - BASE EXTENDS BEYOND NOTE FACE - BASE OF EXTENDS BEYOND FACE OFFABRICATE TO TWO LAYERSDETAIL OF 1/2"FOR MORE TWO LAYERS OF 1/2" TWO LAYERS OF 1/2" DETAIL FOR MORE INFORMATION. INFORMATION. DETAIL FOR MORE INFORMATION. WITH LOUVER NECK STAGE. SEE FINISH PLAN FOR STAGE. SEE FINISH PLAN FOR STAGE. SEE COORDINATE FINISH PLAN FOR (NOMINAL) PLYWOOD (NOMINAL) PLYWOOD (NOMINAL) PLYWOOD SIZE, ATTACHMENT, AND MOUNTING TERMINATION POINTS. TERMINATION POINTS. TERMINATION POINTS. WDF-2 WDF-2 STAGGERED JOINTS STAGGERED JOINTS STAGGERED JOINTS EXISTINGWDF-2 THRU WALL DUCT FOR WDF-2 WDF-2 FASTEN THROUGH 2X3 FRT OF WD1/2" FRT WDFASTEN THROUGH2X3 FRT WD SCREW FASTEN THROUGH SCREW TWO LAYERS TWO LAYERS OF2X3 1/2"SCREW SUPPLY AIR TO REMAIN EXPANSION GAP TOSLEEPER 1" X (AS @ 19" OC EXPANSION TO 1"OF X (AS EXPANSION GAP TOTWO 1" X LAYERS (AS SLEEPER @ 19" OC @ 19" OC TWOGAP LAYERS 1/2" (NOMINAL) OF 1/2" (NOMINAL) TWO LAYERS OF 1/2" (NOMINAL) (NOMINAL) PLYWOOD (NOMINAL)SLEEPER PLYWOOD REQUIRED) WOOD REQUIRED) PLYWOOD STAGGERED JOINTS WOOD BLOCKING PLYWOOD STAGGERED JOINTS PLYWOOD STAGGERED JOINTS STAGGERED JOINTS STAGGERED JOINTSREQUIRED) WOOD BLOCKING 1" 1" 1" BLOCKING 1 1/8"

1"

CUSTOM FLOORING TRANSITION. CUSTOM SEE FLOORING TRANSITION. SEE TYP CUSTOM FLOORING TRANSITION TYP CUSTOM FLOORING TRANSITION DETAIL FOR MORE INFORMATION. DETAIL FOR MORE INFORMATION.

3 1/8"

1" WDF-2

TWO LAYERS OF 1/2" (NOMINAL) PLYWOOD STAGGERED JOINTS 2X3 FRT WD SLEEPER @ 19" OC

LOUVER

1/2" 1 1/2"

SCREW FASTEN THROUGH EXPANSION GAP TO 1" X (AS REQUIRED) WOOD BLOCKING CPB-1

1 1/2" 1 1/2" ALIGN TOP OF TRIM TO TOP OF LOUVER ALIGN TOP OF TRIM TO TOP OF ALIGN LOUVER TOP OF TRIM TO TOP OF LOUVER C 3/4" 3/4" TOP PROFILE OF BASE ASSEMBLY TO TOP PROFILE OF BASE ASSEMBLY TOP PROFILE TO OF BASE ASSEMBLY TO THEATRICAL LIGHTING: RETURN TO BUILT OUT BASE SHOE RETURN TO BUILT OUT BASE SHOE RETURN TO BUILT OUT BASE SHOETHEATRE DNA

1"

C

THEATER: SCHULER SHOOK 363 WEST ERIE, SUITE 400 CHICAGO, IL 60654 312-944-8230

C

THEATRICAL LIGHTING: THEATRE DNA

S. SPRING STREET SUITE 1230 453PAINT S. SPRING STREET SUITE 1230 EXISTING453 PLYWOOD; PAINT EXISTING PLYWOOD; LOS ANGELES, CALIFORNIA 9013 LOS ANGELES, CALIFORNIA 9013

EXISTING STAGE WALL

ACOUSTIC ENGINEER:

EXISTING STAGE WALL

ACOUSTIC ENGINEER:

CUSTOMKIRKEGAARD FABRICATE SHEET METAL CUSTOM FABRICATEKIRKEGAARD SHEET METAL 7733 FORSYTH BLVD 7733 FORSYTH BLVD ST.AS LOUIS, MO 63105 MO 63105 CLOSURE REQ'D TO TRANSITION CLOSURE AS REQ'DST. TOLOUIS, TRANSITION 314-896-2511 EXISTING314-896-2511 THRU WALL DUCT TO EXISTING THRU WALL DUCT TO REDUCED FABRICATE TO REDUCED SIZE. FABRICATE TO AV SIZE. DESIGNER: AV DESIGNER: WSDG WITH LOUVER NECK COORDINATE COORDINATE WITH WSDG LOUVER NECK 18430 NE 24TH. AVE 18430 NE 24TH. AVE SIZE, ATTACHMENT, AND AND MIAMI MOUNTING NORTH MIAMI BEACH, FLMOUNTING 33160 SIZE, ATTACHMENT,NORTH BEACH, FL 33160 786-520-4371

786-520-4371

RBLD 609 E. LOCKWOOD AVE SUITE 201 ST. LOUIS, MO 63119 314-961-6650

RBLD 609 E. LOCKWOOD AVE SUITE 201 ST. LOUIS, MO 63119 314-961-6650

EXISTING THRU WALL DUCT FOR EXISTING THRU WALL DUCT FOR LIGHTING DESIGNER: SUPPLYLIGHTING AIR TODESIGNER: REMAIN SUPPLY AIR TO REMAIN

1"

TRAFFIC/PARKING: LOCHMUELLER GROUP 411 NORTH 10TH ST #200 ST. LOUIS, MO 63101 314-621-3395

6" +/-

CUSTOM FLOORING TRANSITION. SEE TYP CUSTOM FLOORING TRANSITION DETAIL FOR MORE INFORMATION.

SCHULER SHOOK 363 WEST ERIE, SUITE 400 CHICAGO, IL 60654 312-944-8230

6" +/-

1 1/2" 3/4"

3"

3"

1/2"STEP = 1' - FLOOR 0" 1" = 1'CROSS - 0" 1 STEP 1/2" = 1' - 0"FLOOR CHESTRASECTION FLOOR REAR - ORCHESTRA STEP SECTION FLOOR - ORCHESTRA REAR SECTION CROSS AISLE - ORCHESTRA STEP SECTION FLOOR CROSS - ORCHESTRA AISLE STEP FLOOR AISLE STEP PLAN - ORCHESTRA FLOOR CROSS PLANAISLE - ORCHESTRA PLANCROSS - ORCHESTRA AISLE STEP FLOOR CROSS AISLE STEP C3 C5 C5 C5 C7 C7 C7 THEATER: 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0"

TRAFFIC/PARKING: LOCHMUELLER GROUP 411 NORTH 10TH ST #200 ST. LOUIS, MO 63101 314-621-3395

NEW LOUVER; SEE MECH

NEW LOUVER; SEE MECH

NEW LOUVER; SEE MECH

VAPOR RETARDER

VAPOR RETARDER 526 EAST 20TH ST, SUITE 4D

VAPOR RETARDER 526 EAST 20TH ST, SUITE 4D

LIFE SAFETY CODE CONSULTANT: HOLMES KEOGH ASSOCIATES LLC (HKA)

LIFE SAFETY CODE CONSULTANT: HOLMES KEOGH ASSOCIATES LLC (HKA

NEW YORK, NY 10009

NEW YORK, NY 10009

646-651-9740 646-651-9740 CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS CONCRETE TOPPING SLAB; THICKNESS VARIES.AND COORD WITH STRUCTURAL AND VARIES. COORD WITH STRUCTURAL ANDVARIES. COORD WITH STRUCTURAL EXISTING CONDITIONS. EXISTING CONDITIONS. EXISTING CONDITIONS.

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB REVISION SCHEDULE

VAPOR RETARDER

SITION ARPET TO SECTION WOOD FLOOR - CARPET TRANSITION TO WOOD SECTION FLOOR - TYPICAL TRANSITION WOOD TO WOOD SECTION FLOORING - TYPICAL TRANSITION WOOD SECTION TO WOOD - TYPICAL FLOORING SECTION WOODTRANSITION -TO ORCHESTRA WOOD FLOORING FLOOR SECTION TRANSITION AT STAGE- ORCHESTRA WALL SECTION FLOOR AT - ORCHESTRA STAGE WALL FLOOR AT STAGE WALL D4 D5 D5 D5 D6 D6 D6 D 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0"

NO

DATE 12/5/2022

REVISION S

REVISIONS NO DATE PERMIT & BID 12/5/2022

D

PERM

D

9

SECTION

SECTION

7

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

6" METAL STUDS AT 16" O.C.

HOLLOW METAL DOOR AND FRAME, SEE SHEET 6-A5.1 CONTINUOUS SEALANT PRE-FINISHED METAL FLASHING

2X WOOD BLOCKING 1X WOOD TRIM

PRE-FIN VERTICAL METAL SIDING

FRP PANELS

8 3/4"

7"

1/2" PLYWOOD

6X6 STEEL COLUMN, SSD

VINYL CLAD WINDOW

CON'T. SEALANT WITH WEEPS AT 24"" O.C., TYP.

03

6X6 STEEL COLUMN, SSD

PLAN DETAIL

PRE-FIN VERTICAL METAL CAST STONE WATER SIDING TABLE

5/8'' GYP BOARD

5

TECHNICAL DRAWINGS 4A

WEATHER BARRIER OVER WOOD WALL SCALE: 3" = 1'-0" SHEATHING - TYP.

R-19 BATT INSULATION

PLAN DETAIL

WEATHER BARRIER OVER WOOD WALL SHEATHING - TYP.

SCALE: 3" = 1'-0"

4

SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

DETAIL

CONTINUOUS SEA

SCALE: 1 1/2" = 1'-0"

FRP PANEL OVER 1/2" PLYWOOD

IN VERTICAL METAL G

3 A-3.2

HER BARRIER OVER SHEATHING

6" METAL STUDS

PRE-FINISHED METAL FLASHING

CONTINUOUS SEALANT

CONTINUOUS SEALANT

PRE-FIN VERTICAL METAL SIDING WEATHER BARRIER OVER WALL SHEATHING

4"

3 HOLLOW METAL DOOR AND A-3.2 FRAME, SEE SHEET 3-A1.1

6"

110'-0" TRUSS BRG

110'-0" TRUSS BRG

INISHED METAL HING

PRE-FIN VERTICAL METAL SIDING

PRE-FINISHED METAL TRIM; TYP.

5/8" GYP. BD

Through my two years of experience in the field, I have had the opportunity to work on a variety of projects. These projects have given me a better understanding of the real world problems and solutions related to architecture plus the importance of collaboration and team work. The following pages represent the technical drawings that I have worked on during that period for the various projects.

These include both interior and exterior projects, and range from plans and sections to lighting and 4 PLAN 3 PLAN DETAIL material selection.DETAIL 1/2" PAINTED PLYWOOD

SUSP. ACOUSTICAL CEILING

2X WOOD BLOCKING 1X WOOD TRIM 6" METAL STUDS R-21 BATT INSULATION

1/2" PAINTED PLYWOOD WEATHER BARRIER OVER WALL SHEATHING

2

SCALE: 3" = 1'-0"

4'-11"

SCALE: 3" = 1'-0"

VINYL CLAD WINDOWS

6"

6X6 STEEL COLUMN, 12" (R-38) KRAFT FACED SSD BATT ROOF INSULATION OVER VAPOR BARRIER

5 A-3.2

ANT CONTINUOUS

DETAIL

3

CAST STONE VENEER

professional work DETAIL

TEEL COLUMN,

4"

R-19 BATT INSULATION

6" METAL STUDS AT CONT. EDGE BEAD 16" O.C.

FIBER CEMENT LAP SIDING

6

CON'T. SEALANT WITH PRE-FINISHED METAL WEEPS AT 24"" O.C., TRIM; TYP. TYP. WEATHER BARRIER OVER PRE. FIN. METAL WALL SHEATHING FLASHING

FRP PANEL

1X4 FIBER CEMENT TRIM, PAINTED

1'-0"

6"

ARD

PRE. FIN. METAL FLASHING

VINYL CLAD4"WINDOW

8" METAL STUDS AT 16" O.C. CONT. SEALANT

ANT

BEAD

100'-0" T/SLAB

2x6 WOOD STUDS AT 16" O.C.

4 A-3.2

6" R-19 KRAFT FACED BATT INSULATION

4"

5/8" GYP BOARD

2'-0"

PT 2x6 SILL

WALL BASE 100'-0" FINISH FLOOR

100'-0" FINISH FLOOR

CONCRETE SLAB OVER VAPOR BARRIER AND COMPACTED FILL 2" PERIMETER INSULATION TAPER AT SLAB THICKNESS

NOTE: FOR TYPICAL NOTES SEE 1/A-3.2 U.N.O.

2

SECTION - AT TYP WINDOW

NOTE: FOR TYPICAL NOTES SEE 1/A-3.2 U.N.O.

1A

SECTION - AT SIDING

1 5 SECT SE

ASPHALT SHINGLES OVER ROOFING FELT AND 5/8" APA RATED WOOD ROOF SHEATHING (GRACE ICE AND WATERSHIELD WHERE INDICATED).

PRE-ENGINEERED WOOD TRUSS @ 24" O.C. SOLID WOOD BLOCK W/ V CUT EVERY TRUSS SPACE W/ 8d TOENAILS @ 4" O.C. TO PLATE - SEE 6/S-1.2

(513) 843-6281 WWW.TRA-DESIGN.NET

R-19 BATT INSULATION

36 E 7TH ST. SUITE 2430 CINCINNATI, OH 45202

(513) 843-6281 WWW.TRA-DESIGN.NET

R-21 BATT INSULATION

WOOD HEADER, SEE STRUCT. DRAWINGS

FIBER CEMENT LAP SIDING

5/8'' GYP BOARD 36 E 7TH ST. SUITE 2430 CINCINNATI, OH 45202

(2) SIMPSON "H2.5A" ANCHORS @ EACH TRUSS BEARING POINT, TYP.

PRE-FINISHED 5" K-STYLE METAL GUTTER AND 3x4 DOWNSPOUT

CONT. S 1x4 FIBER CEMENT TRIM, PAINTED

CONT. EDGE BEAD

PRE. FIN. METAL FLASHING

5/8'' GYP

VINYL CLAD WINDOW

CONT. SEALANT 2x8 GUTTER BOARD W/ PRE-FINISHED METAL WRAP

CONT. E

CONT. SEALANT

NOTE: SEE DETAIL 1/6-A3.1 FOR TYPICAL NOTES

R-19 BAT INSULAT

PRE-FINISHED VENTED METAL SOFFIT

SECTION

8

SCALE: 1/2" = 1'-0"

5

L

DETAIL

PLAN DETAIL

4A

DETAIL SCALE: 1 1/2" = 1'-0"

SCALE: 3" = 1'-0"

5 A-3.2

CON'T. SEALANT WITH WEEPS AT 24"" O.C., TYP.

CONT. EDGE BEAD

PRE. FIN. METAL FLASHING

5/8'' GYP BOARD

CAST STONE WATER TABLE

R-19 BATT INSULATION

WEATHER BARRIER OVER WOOD WALL SHEATHING - TYP.

6"

PRE-FIN VERTICAL METAL SIDING VINYL CLAD WINDOWS

PLAN DETAIL

1

4

DETAIL SCALE: 1 1/2" = 1'-0"

4A A-3.2

SCALE: 3" = 1'-0"

3 A-3.2 ROOF MEMBRANE

R-38 BATT INSULATION

PRE FIN METAL CAP 3/4" ROOF SHEATHING

4"

5 A-3.2

PRE-FIN VERTICAL METAL SIDING

2'-0"

ROOF MEMBRANE TUBE STEEL BEAM, SSD METAL STUDS AT 16" O.C. PRE-FIN6"VERTICAL METAL SIDING 01.21.19 DATE: 3" X 4" PRE-FINISHED METAL DRAWN BY: KC DOWNSPOUT

4'-11"

CONCRETE FOOTING AND 6" METAL STUDS FOUNDATION WALL; VINYL CLAD ATS-1.2 16" O.C. SEE WINDOWS

SCALE:

AS NOTED

JOB NO.:

18110

114'-11 1/2" TOP OF STEEL

6" R-19 BATT INSULATION

TION - AT STONE VENEER ECTION

4 A-3.2

1/2" PLYWOOD 6" R-19 BATT INSULATION

PRE FIN METAL FLASHING

2X WOOD BLOCKING PRE-FIN VERTICAL METAL SIDING

TUBE STEEL BEAM, SSD

TUBE STEEL BEAM, SSD

PRE-FIN METAL WRAPPED OVER 1X FRT WOOD BLOCKING

WALL SHEATHING

6" METAL STUDS, SSD CORRUGATED METAL PANEL

ROOF MEMBRANE

WEATHER BARRIER OV SHEATHING

2A

NOTE: TUBE STEEL BEAM, SSD FOR TYPICAL NOTES SEE 1/A-3.2 U.N.O.

SECTIONS

4

SECTION

SUSP CEILI

TAPERED RIGID INSULATION

109'-8" TOP OF CANOPY STEEL PRE FIN METAL FLASHING TUBE STEEL BEAM, SSD

PRE-FIN METAL WRAPPED OV FRT WOOD BLOCKING

CORRUGATED METAL PANEL

SECTION - AT TYP WINDOW 5/4x 2 WOOD TRIM

SCALE: 3/4" = 1'-0"

TITLE:

3/4" PLYWOOD ROOF SHEATHING 12" (R BATT SLOPE DN OVER 1/4" PER FT 5/8" G

6" METAL STUDS, SSD

6" METAL STUDS AT 16" O.C.

1/2" PLYWOOD 6" METAL STUDS AT 16" O.C.

PRE-FIN VERTICAL MET

DECORATIVE METAL BR 110'-0" TRUSS BRG

100'-0" TAPERED RIGID INSULATION FINISH FLOOR 109'-8" TOP OF CANOPY STEEL

HEMMED EDGE 2XDRIP WOOD BLOCKING REVISIONS

5" X 5" PRE-FIN METAL GUTTER WALL SHEATHING

3" X 4" PRE-FINISHED METAL DOWNSPOUT

3 A-3.2

FOAM CLOSURE

FOAM CLOSURE TUBE STEEL BEAM, SSD

TUBE STEEL BEAM, SSD 100'-0" FINISH FLOOR PRE-FIN VERTICAL METAL SIDING

2'-4"

PRE FIN METAL CAP

114'-11 1/2" TOP OF STEEL METAL FLASHING WITH

5" X 5" PRE-FIN METAL GUTTER

6-A3.2

ROOF MEMBRANE

110'-0" R-38TRUSS BATT INSULATION BRG

FOAMVENEER CLOSURE STONE

SHEET NO.

FOAM CLOSURE

FOAM CLOSURE 12" ROOF RAFTERS AT 16" O.C.- SSD

METAL FLASHING WITH HEMMED DRIP EDGE

2'-6" MIN.

©

12" ROOF RAFTERS AT 16" O.C.- SSD

CAST STONE WATER TABLE

3

CAST STONE VENEER

FIBER CEMENT SIDING ROOF MEMBRANE

3/4" ROOF SHEATHING

PROJECT X- FOODS BUILDING

R-19 BATT INSULATION

VINYL CLAD WINDOW

CONT. SEALANT

1 1/8"

8"

6"

5/8'' GYP BOARD

110'-0" TRUSS BRG

8" METAL STUDS AT 16" O.C.

7 1/4"

CONT. EDGE BEAD

TYP. 110'-0" 6" METAL STUDS AT 16" O.C. TRUSS BRG PRE. FIN. METAL FLASHING PRE-FINISHED 5" K-STYLE METAL GUTTER AND 3x4 DOWNSPOUT 6X6 STEEL1X4 COLUMN, FIBER CEMENT SSD TRIM, PAINTED 2x8 GUTTER 1XBOARD WOOD W/ TRIM FIBER CEMENT LAP PRE-FINISHED METAL WRAP SIDING 6" METAL STUDS AT 16" O.C. PRE-FINISHED VENTED METAL PRE-FINISHED METAL WEATHER BARRIER SOFFIT TRIM; TYP. R-21 BATT INSULATION OVER WOOD WALL SHEATHING - TYP.

R-19 BATT INSULATION

PROJECT:

CONT. SEALANT

2 WEST ROAD

WEATHER BARRIER OVER WALL SHEATHING VINYL CLAD WINDOW FRP PANEL OVER 1/2" PLYWOOD (2) SIMPSON "H2.5A" ANCHORS @ EACH CON'T. SEALANT WITH TRUSS BEARING POINT, TYP. WEEPS AT 24"" O.C., 3 A-3.2

SECTIONS AND DETAILS

PRE-ENGINEERED WOOD TRUSS @ 24" O.C. HOLLOW METAL DOOR AND SHEET 6-A5.1 SOLID WOODFRAME, BLOCKSEE EVERY TRUSS SPACE W/ V-CUT - SEE 6/S-1.2

TITLE:

4"

3 A-3.2

4'-11"

ALANT

HARRISON, OH 45030

2x WOOD BLOCKING ASPHALT SHINGLES OVER ROOFING PRE-FINISHED METALROOF FELT AND 5/8" APA RATED WOOD SHEATHING FLASHING (GRACE ICE AND WATERSHIELD WHERE INDICATED).

CONTINUOUS SEALANT

SMART START CHILDCARE

SCALE: 1 1/2" = 1'-0"

MOTORIZED ALUMINUM ROLLING COUNTER SHUTTER BY AE DOOR. CORNELL ESC10.

TUBE STEEL BEAM, SSD

2x6 WO

5/4x 2 WOOD TRIM

MOTORIZED ALUMINUM ROLL 6" R-19 COUNTER SHUTTER BY AE DO INSULAT

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF TONY RAVAGNANI ARCHITECTS, L.L.C. AND IS NOT TO BE USED, IN ESC10.

WHOLE OR IN PART, FOR AN CORNELL

6'-1 1/2"

N ENCLOSURE

OOD POST;

SMART START CHILDCARE

FLOOR PLAN 1/4" = 1'-0" 2

4

6

PLAN NORTH

8

13'-0"

13'-9 3/4"

8'-7"

10'-2 1/2"

0

2

4

6

SCALE PLAN NORTH

8

A A-2.1

105'-6" 10'-2"

11'-9 1/4"

9'-3"

12'-0"

19'-11"

23'-2"

22'-11 3/4"

45°

BREAK ROOM VESTIBULE

CLOSET

101 CR

YOUNG PRESCHOOLERS 1

102

131

128 131

130

104

CLOSET

CLOSET 125

YOUNG OLDER PRESCHOOLERS2X6 2 FASCIA BOARD;PRESCHOOLERS 1

128

122 125

METAL WRAPPED; PAINT 124

127

CHILD R.R.

ADULT UNISEX R.R

124A 127A FIBER CEMENT SHAKE SIDING OVER CORRIDOR WEATHER BARRIER 114 OVER 3/4" SHEATHING

105

B A-2.1

4'-0" TYP.

YOUNG INFANTS

107A

106A

1'-0"

110

OLDER INFANTS

106C

CHILD R.R. 110

107

106

D

1'-9 3/4"

21'-11"

A-5.1 C

REF

FOR CEILING HEIGHT

108A

5'-3"

52'-0"

126

130A

6'-6 3/4"

105

108

SIM. D

REF

106B

2'-8"

15'-3 1/4"

7'-2"

112

111B

DS

23'-3"

11'-4"

K

108B

DS

ENLARGED ELEVATION 6'-7"

CLOSET

109

DS

116 116

115A

1'-0"

111

CLOSET

117

STORAGE

111A

KIDS ACCESS. R.R.

2'-8"

GROSS MOTOR ROOM

D A-2.1

115

30'-6" 107B

DS

SCALE: 1/2" = 1'-0"

4'-0" TYP.

4'-0" TYP.

OLDER TODDLERS

112

109

117

A-5.1

113

2X6 TRIM BOARD, METAL WRAPPED

YOUNG TODDLERS

C A-5.1

4 A-1.1 TYP.

CHILD R.R.

1X6 FIBER CEMENT TRIM

3'-7"

123 121A

TYP.

113

5'-0"

123

129

5 A-1.1

EP

118

118

CHILD R.R.

126

129 132

ELEC.

45°

45°

CHILD R.R.

CHILD R.R.

132

104

D 1X4 FIBERWCEMENT TRIM MECH./

121

8

7'-11"

8'-10"

DS

ENLARGED ELEVATION

A

23'-1"

10'-0"

SCALE: 1/2" = 1'-0"

26'-3"

21'-7 1/8"

11'-4"

114

3 A-3.1 115B

6'-0"

5'-5"

12'-11"

6'-1"

6'-4"

4" MIN. UNO

DS

6'-6"

11'-1"

5'X5' CONCRETE PAD TYP. AT EXTERIOR DOORS; UNO

C A-2.1

FLOOR PLAN

1

SCALE PLAN NORTH

FEET

1/8" = 1'-0" 0

4

8

12

16

VAGNANI ARCHITECTS, L.L.C. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT,WITHOUT THE WRITTEN AUTHORIZATION OF TONY RAVAGNANI ARCHITECTS. COPYRIGHT 2018 ALL RIGHTS RESERVED

12" (R-38) KRAFT FACED BATT ROOF INSULATION OVER VAPOR BARRIER

12" (R-38) KRAFT FACED BATT ROOF INSULATION OVER VAPOR BARRIER

2X6 BLOCKING @ 36" O.C.

N OD 1'-0"

2'-0"

ASPHALT SHINGLES ON ROOFING FELT ON WOOD ROOF SHEATHING

2'-0"

2X6 BLOCKING @ 36" O.C. 10 1/2"

1'-0"

2'-0"

2'-0"

ASPHALT SHINGLES ON ROOFING FELT ON WOOD ROOF SHEATHING

2X8 FASCIA BOARD AND 3/4" SHEATHING; METAL WRAPPED; PAINT

METAL FLASHING W/ HEMMED DRIP EDGE

1X4 FIBER CEMENT TRIM

8

1'-6"

6" O.C.

2X6 TRIM BOARD, METAL WRAPPED

BATT

2x8 @ 24" O.C.

1X4 FIBER CEMENT TRIM

45° ° GABLE TRUSS 45END

FIBER CEMENT SHAKE SIDING OVER WEATHER BARRIER OVER 3/4" SHEATHING

2X6 AT BRACE SPACE PRE-ENGINEERED SLOPED WOOD ROOF SCISSOR TRUSS; TYP.

FIBER CEMENT SHAKE SIDING OVER WEATHER BARRIER OVER 3/4" SHEATHING 3/4" PLYWOOD; METAL WRAPPED, PAINT 1X8 FIBER CEMENT TRIM

2X6 AT BRACE SPACE PRE-ENGINEERED SLOPED WOOD ROOF SCISSOR TRUSS; TYP. (2) 2x6 BRACE # 36" OC

3'-1"

1X4 FIBER CEMENT TRIM

(2) 2x6 BRACE # 36" OC

1X6 FIBER CEMENT TRIM

2X6 FASCIA BOARD; METAL WRAPPED; PAINT

1X4 FIBER CEMENT TRIM

1X6 FIBER CEMENT TRIM

1'-9 3/4"

FIBER CEMENT SHAKE SIDING OVER WEATHER BARRIER OVER 3/4" SHEATHING

12

36 E 7TH ST. SUITE 2430 CINCINNATI, OH 45202

1 A-3.3

(513) 843-6281 WWW.TRA-DESIGN.NET

METAL FLASHING W/ HEMMED DRIP EDGE

2X6 FASCIA BOARD; METAL WRAPPED; PAINT

PROVIDE VERTICAL 2X4 AT 16" O.C. FOR GABLE END CONDITION

1X WOOD TRIM

1X6 FIBER CEMENT TRIM 2X6 TRIM BOARD, METAL WRAPPED 10"

2x6 WOOD STUDS AT 16" O.C. 6" R-19 KRAFT FACED BATT INSULATION

SECTION

2

SECTION

3/4" CEDAR TONGUE AND GROVE PLANKS; SIMILAR TO ELITETRIMWORKS; STAIN

(2) 2x6'S @ 24" O.C.

5/8" GYP BOARD

3

102 106 107 108 111 115 119 121 124 127 130

28'-11"

GATHERING

103

OLDER PRESCHOOLERS 2

122 12

ROOM NO.

PROVIDE (2) 1/4" WATER LINE FOR REF.

119

21'-11"

9'-1 1/2"

ADMIN. STORAGE

119

1 A-3.3

CLOSET

103B

3 A-1.1

2 A-3.1

A-5.1 H

7'-0"

1X4 FIBER CEMENT TRIM 103A

DS

121B

6'-1"

12'-2"

1X6 FIBER CEMENT TRIM

DS

124B

REF

102

127B

J

REF

OFFICE

DS

DS

16'-11"

B2

2'-0" 4'-0" TYP.

B1

45°

130B

101

DBL. OVEN

120

7'-0"

4 A-3.1 DS

4

PROVIDE GARBAGE DISPOSAL

120

19'-11 3/4"

2

11'-3"

7'-7"

PANTRY 1 A-3.1

0

22'-0" 11'-9 1/4"

4'-5"

6 A-1.1 9'-0"

FEET

6'-8 3/4"

5'-1"

FEET

3'-1" 66'-0"

0

1/4" = 1'-0"

15'-1"

FEET

FLOOR PLAN

3

SCALE

6'-9 1/2"

PLAN NORTH

FLOOR PLAN

4

SCALE

5'-9 1/4"

5

1

SECTION

3

OVER WOOD WALL WEATHER BARRIER SHEATHING - TYP. OVER WOOD WALL SHEATHING TYP. CAST STONE- VENEER

R-19 BATT INSULATION

4A 4

DETAIL

OVER WOOD WALL SHEATHING - TYP.

SCALE: 1 1/2" = 1'-0"

CAST STONE VENEER

R-19 BATT INSULATION

DETAIL

ASPHALT SHINGLES OVER ROOFING FELT AND 5/8" APA RATED WOOD ROOF SHEATHING (GRACE ICE AND WATERSHIELD WHERE INDICATED).

DETAIL

4

SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

PRE-ENGINEERED WOOD TRUSS @ 24" O.C.

3 A-3.3

3 A-3.2

1X6 FIBER CEMENT TRIM

SOLID WOOD BLOCK EVERY TRUSS SPACE W/ V-CUT - SEE 6/S-1.2 3 3 A-3.2 A-3.2

1X4 FIBER CEMENT TRIM 12

4

110'-0" 110'-0" TRUSS TRUSS BRGBRG

PRE-FINISHED 5" K-STYLE METAL GUTTER AND 3x4 DOWNSPOUT

5/8" GYP. BD

2x8 GUTTER BOARD W/ PRE-FINISHED METAL WRAP

SUSP. ACOUSTICAL CEILING

A

PRE-FINISHED VENTED METAL SOFFIT

ENLARGED ELEVATION SCALE: 1/2" = 1'-0"

4'-11"

RD

110'-0" 110'-0" TRUSS TRUSS BRGBRG

12" (R-38) KRAFT FACED BATT ROOF INSULATION OVER VAPOR BARRIER

5 A-3.2

VINYL CLAD WINDOWS

(2) SIMPSON "H2.5A" ANCHORS @ EACH TRUSS BEARING POINT, TYP.

60°

60°

FIBER CEMENT SIDING

210

2x6 WOOD STUDS AT 16" O.C.

4 A-3.2

ASPHALT SHINGLES ON ROOFING FELT ON WOOD ROOF SHEATHING

CAST STONE WATER TABLE

12 FACED BATT 6" R-19 KRAFT 9± INSULATION

2 A-3.2

4"

4"

5/8" GYP BOARD

2x10 @ 24" O.C.

12

STONE VENEER

4

110'-0" TRUSS BRG

PT 2x6 SILL 2'-0"

2'-0"

SIMPSON H2.5 CLIP @ EACH RAFTER, TYP

1/2" GYP BOARD CEILING

8"

WALL BASE 100'-0" 100'-0" FINISH FINISH FLOOR FLOOR

100'-0" 100'-0" FINISH FINISH FLOOR FLOOR

6x6 POST BEYOND W/ SIMPSON ECCQ3-6SD2.5 COLUMN CAP & SIMPSON ABA 66Z BASE

1'-8 3/4"

GUTTER BOARD W/ PRE-FINISHED METAL WRAP

2'-6" MIN.

111'- 1-1/2" B/O BEAM

(2) 2x12

CONCRETE SLAB OVER VAPOR BARRIER AND COMPACTED FILL 2" PERIMETER INSULATION TAPER AT SLAB THICKNESS

100'-0" FINISH FLOOR

CONCRETE FOOTING AND FOUNDATION WALL; NOTE: FOR TYPICAL NOTES SEE SEE S-1.2 SECTION 1 THIS SHEET

3

SECTION - AT - SIDING AT TYP WINDOW 1A 2SECTION SCALE: 3/4"SCALE: = 1'-0" 3/4" = 1'-0"

SECTION SCALE: 1/4" = 1'-0"

NOTE: FOR TYPICAL NOTES SEE 1/A-3.2 U.N.O.

4

12

1

NOTE: FOR TYPICAL NOTES SEE 1/A-3.2 U.N.O.

SECTION SECTION - AT STONE - AT SIDING VENEER 1A

ASPHALT SHINGLES OVER ROOFING FELT AND APA RATED WOOD ROOF SHEATHING (GRACE ICE AND WATERSHIELD WHERE INDICATED).

SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"

PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. 1A A-3.2

1 A-3.2

2

IN PART, FOR ANY OTHER PROJECT,WITHOUT THE WRITTEN AUTHORIZATION OF TONY RAVAGNANI ARCHITECTS. COPYRIGHT 2018 ALL RIGHTS RESERVED 12

12" (R-38) KRAFT FACED BATT INSULATION 110'-0" TRUSS BRG 5" PRE-FINISHED GUTTER SUSPENDED ACOUSTICAL CEILING

5'-11"

FIBER CEMENT SIDING 2x6 STUD WALL AT 16" O.C. CAST STONE WATER TABLE 5" CONCRETE SLAB ON GRADE, SSD

STONE VENEER 100'-0" FINISH FLOOR FOUNDATION WALL AND FOOTING, SSD

CON BAR

2" P TAP

04 THE MEETING PLACE healing outpost fall 2019 professor dr. annamarie bliss

honorable mention - graduate studio excellence awards team- kriti chaudhry, prajakta gharpure, andi saban

This semester we have focused on the creation of a three-fold healthcare campus catering to needs of acute emergencies/urgent care, outpatient services, and healing spaces. The emergency/urgent care facility in conjunction with the outpatient care space requires long-term planning and logistics dictated by code and research. The healing spaces were open to interpretation and creativity.

Our main goals were a design that encourages often transition through light corridors and open spacesvisual and physical connection with nature, hierarchy in inclusiveness- private, semi-private, semi-open and open, decreasing vehicular movement on the site and zoning it entirely on the back of the site, and separating entrance for emergency, out-patient, in-patient and community It was important for us to maintain the integrity of the site, which currently exists as a meadowed overlook with three different topographies coming together to this “meeting place,” with a grand view towards the West. We pushed our healthcare buildings back against the rising hills, and the community center down the West hill to keep the Boyd Gap as a community viewing, meeting, and healing place. contributions: concept design, schematic design, roof and structural framework, facade study, modelmaking, and construction details

Our research-based approach to a healthcare campus focused on familiarity, wayfinding, access to greenspace and light, and participatory community design.

Familiarity came through in our form and materiality, producing a single-story, aesthetically pleasing façade experienced all throughout the campus.

To allow for access to greenspace and light, we staggered the rectilinear geometry of our buildings in both plan and section, opening to courtyards and gardens. We also lifted our roof higher in public areas to allow for larger curtain walls or ribbon windows all throughout the buildings. Our final key design concept was that of giving back to the surrounding community by creating a community center and large landscape space. greenspace and sun study

study sketches

axis development

roof slope studies

roof profile vs. slope on site

facade assembly

05 IN SITU HOME archon studio spring 2020 professor david chasco

Humans today are tied up in the web of their urban environments and busy work life. We do not take a pause from the chaos to enjoy the little moments in life. The crisis we are facing in 2020 in a way has forced us to retrieve to our homes and spend time with our family. It has given us a chance to re-evaluate our priorities in life.

This house serves as a getaway place for a family. The idea is to disconnect from the city while being able to connect with each other and with nature. Tucked in amidst the forested area, the fenestrations and skylights bring in light while framing different views around the site. The skylights provide moments of surprise and are unique for giving the ability to look up the hill or the sky. An open floor plan creates both spaces for congregation and isolation. The linear geometry runs perpendicular to the creek and is extended out to a deck. A sunken garden is added to the side to give a secluded area for personal use. The house provides a moment to pause, relax, and reconnect.

intial sketches

building axis

roof line vs. topography

Scanned with CamScanner

zoning

fenetration + views

Scanned with CamScanner

Scanned with CamScanner

massing + site integration

ENTRY

LIVING DECK

KITCHEN

FLEXIBLE SPACE

BEDROOM

BATHROOM

SUNKEN GARDEN

sunken garden views

06 TRANSPOSE future of work spring 2018 professor michael rogovin

first prize- future of work competition

This project was a part of a competition studio “future of work” organized by BHDP architecture. The goal of the competition was to imagine a problematic future and give our proposal as a solution. After some research on freelance and start up industries, I created the following future and proposal.

Future: It is the year 2030 and our world is changing as always. The major tech companies like Apple and Google, have gained a strong hold over the industrial sector. The year is also experiencing its greatest percentage of freelancers and small businesses than ever before. This new generation of workers strays away from the traditional workplace scenarios and wants to create its own framework for the workplace.

Proposal: Transpose provides a design solution for the growing freelance and small business population. The proposal is a matrix of pre-fabricated modular workplaces that are supported by a grid of steel structure.

The image on the right is an 1/8 inch section model of the proposed design.

CONCEPTa low cost system that could support a small business while giving it the flexibility to grow and change at the same time.

A 10’x10’x40’ prefabricated module that is insterted in a 10x10 steel grid that can be connected to each other vertically and horizontally. The floor plan can also be customized according to the user.

All units elevated up a level create a public space at the ground level.

horizontal placement

track system for modules

vertical stacking

vertical connection study

grid

work levels

public level

07 HOLZ UND STEIN framework fall 2017 professor terry boling team- christine anneken, kriti chaudhry, john garrison, anna kendrick, connor kramer, srimoyee sinha

As part of a travel studio, a group of 18 students traveled to four different regions in Europe studying the design concepts and native architectural elements. After returning, we were tasked with curating and creating an exhibition. One that represented both the work we completed during the trip as well as newly built pieces. The goal was to craft a space that encapsulates the physical and emotional aspects of the travel while also exhibiting the architecture and construction that we studied. What followed was a human-scale expansive and fluid exploration of the techniques and attitutdes in architecture and construction prevelant in Switzerland. We started with an abstract collage using the photographs taken during the trip. From here we decided to tackle the design process using purely analog skills of model making and hand sketching. contributions- concept design, structural connections and jointery techniques, screen design, and framework assembly

study sketches

process models

The final structure measured about 7’ tall and 3’ square. It consisted of a stud frame interior cladded with cross-laminated walnut panels and screens. The frame was reinforced with eight custom made steel tension rods and all the pieces are connected with1-1/2” steel clips. A two sided poured concrete base was used as foundation for the wooden structure to lay in.

The framework consisted of four panels and perforated light screens. The screens were designed to articulate the layering and stacking of materials seen on building facades in Switzerland. The patterns were developed and connected using elements like metal straps, wooden combs, and wooden dowels. The CLT panels were coordinated to match the screens directionally and attached to the main structure using the same 1-1/2” steel clips. All pieces were reused after disassembly.

08 SKETCHES

KRITI CHAUDHRY kritichaudhry5@gmail.com (513)-223-2743