Loading...
HomeMy WebLinkAbout801 West Washington Street_AA 2019-0906Michele Gelfman, President HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY CERTIFICATE OF APPROPRIATENESS The Historic Preservation Commission of South Bend and St. Joseph County has approved the following work: Rehabilitate existing original double hung wood windows. Install new aluminum window sills, painted to match color scheme. Option to install new aluminum storm windows, painted to match color scheme. Repair mortar, in-kind, in areas surrounding windows. J.W. WERNTZ & SON, INC., Contractor for the following location: 803 WASHINGTON ST South Bend, IN, 46615 Application No. 2019-0906 in the County of St. Joseph; State of Indiana; which is: Located in a Local Historic District A Local Historic Landmark and found this application to be appropriate according to the Standards pertaining to Local Historic Landmarks and/or Local Historic Districts. Regulations pertaining to the Historic Preservation Commission are found in Chapter 21 (Zoning), South Bend Municipal Code and Chapter 26 of the St. Joseph County Code. The issuance of this certificate does NOT in any manner, release the recipient from the responsibility of complying with the requirements of the zoning ordinances, building codes, safety codes, ADA or other requirements of the City of South Bend, the County of St. Joseph, the State of Indiana, or the United States Federal Government. This certificate is good for one year from the date of issuance and is effective from the date entered herein. Plans are on file and open for public inspection at the office of the Historic Preservation Commission of South Bend and St. Joseph County, 227 West Jefferson Blvd., Suite 1400 S, South Bend, Indiana, during normal business hours. THIS CERTIFICATE IS NOT TRANSFERABLE NAME OF APPLICANT:Historic Landmarks Foundation of Indiana CERTIFICATE ISSUED BY: Elicia Feasel Historic Preservation Administrator POST IN A CONSPICUOUS PLACE ON THE STREET SIDE OF THE PROJECT UNTIL COMPLETION OF ALL WORK. Phone: (574) 235-9371 E-mail: SBSJCHPC@southbendin.gov ELICIA FEASEL Historic Preservation Administrator 9/22/2020DATE CERTIFICATE TAKES FORCE:9/22/2021DATE CERTIFICATE EXPIRES: ADMINISTRATIVE APPROVAL HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY County—City Building, South Bend, IN 46601 http://www.southbendin.gov/government/department/community-investment Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Michele Gelfman, President A Certified Local Government of the National Park Service Elicia Feasel, Historic Preservation Administrator OFFICE USE ONLY>>>>>>DO NOT COMPLETE ANY ENTRIES CONTAINED IN THIS BOX<<<<<<OFFICE USE ONLY Date Received: ____________________ Application Number: ____________—___________________________________ Past Reviews: YES (Date of Last Review) _____________________________ NO Staff Approval authorized by: _________________________________________________________ Title: __________________________ Historic Preservation Commission Review Date: __________________________________________________________________________ Local Landmark Local Historic District (Name) ________________________________________ National Landmark National Register District (Name) _____________________________________ Certificate Of Appropriateness: Denied Tabled Sent To Committee Approved and issued: _____________________ Address of Property for proposed work: ________________________________________________________________________ (Street Number—Street Name—City—Zip) Name of Property Owner(s): __________________________________________________ Phone #: ______________________ Address of Property Owner(s): _______________________________________________________________________________ (Street Number—Street Name—City—Zip) Name of Contractor(s): _______________________________________________________ Phone #: ______________________ Contractor Company Name: __________________________________________________________________________________ Address of Contractor Company: ______________________________________________________________________________ (Street Number—Street Name—City—Zip) Current Use of Building: _____________________________________________________________________________________ (Single Family—Multi-Family—Commercial—Government—Industrial—Vacant—etc.) Type of Building Construction: ________________________________________________________________________________ (Wood Frame—Brick—Stone—Steel—Concrete—Other) Landscape New Replacement (not in-kind) Demolition Proposed Work: (more than one box may be checked) Description of Proposed Work: _______________________________________________________________________________ ___________________________________________________________________________________________________________ ___________________________________________________________________________________________________________ ___________________________________________________________________________________________________________ Owner e-mail: __________________________________ and/or Contractor e-mail: ___________________________________ X _______________________________________________ and/or X _______________________________________________ Signature of Owner Signature of Contractor By signing this application I agree to abide by all local regulations related to project and to obtain a Building Department Permit, if applicable. —APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE— APPLICATION FOR A — CERTIFICATE OF APPROPRIATENESS 09/06/2019 2019 0906 x 2018-0702A 9/16/19 x Kizer Mansion 1 Elicia Feasel From:Todd Zeiger <TZeiger@indianalandmarks.org> Sent:Thursday, June 18, 2020 8:34 AM To:Patrick Werntz; Josh Ehmer; 'Greg Kil' Cc:'Jeff Topper'; Elicia Feasel; Angela Henry Subject:Kizer sill, exterior trim and sash colors selection Hello, Greg, Pat and Josh.     Please note the following selections for the Kizer Window project:    Sills‐ sill extensions to be left in place – ensure extensions are adequately secured to original sill before wrapping. Missing  sill extensions will need to be installed to match others on the building.    Sealant/caulk – to match the exterior trim and sill color selections (below)    Sill – Pac‐Clad Colonial Red  Sash –Sherwin William's French Roast # 6069 satin  Exterior trim – match in satin the Pac‐Clad Colonial Red.     Note that the sample red on the trim is NOT a good enough match. It was just for our purposes of making this  determination. A better match will be needed for the final product.    Please let me know if I need to provide anything further.    Elicia – this should be the final information you need for the HPC – if not let me know.     Thank you  Todd      Consider becoming a member . …………………………………. Todd Zeiger Director, Northern Regional Office ……………………………… Indiana Landmarks 801 W. Washington South Bend, Indiana 46601 Ph. 574-232-4534 x 4 Cell: 574-286-5765 www.indianalandmarks.org Indiana Landmarks revitalizes communities, reconnects us to our heritage, and saves meaningful places. Subscribe to our e-letter I Find us on Facebook   From: Patrick Werntz <pwerntz@werntzsupply.com>   Sent: Friday, June 5, 2020 8:30 AM  To: jehmer@southbendin.gov  K I L Addendum #1 ARCHITECTURE page 1 P L A N N I N G www.kilarchitecture.com 1 1 2 6 L I N C O L N W A Y E A S T S O U T H B E N D I N 4 6 6 0 1 ( 5 7 4 ) 2 8 8 . 2 6 5 4 V O I C E 2 8 9 . 2 4 2 0 F A X Addendum #1 Date: September 4, 2019 To: All Bidders and others to whom Plans & Specifications have been issued From: Kil Architecture/ Planning Gregory A. Kil, AIA, NCARB Architect RE: Kizer Mansion Window Repair, Project 119-024 For City of South Bend, Board of Public Works 227 W. Jefferson Blvd, Room 1316 South Bend, IN 46601 This addendum forms part of the Contract Documents and modifies the original Bidding Documents only as noted below. The remainder of the drawings and Specifications are to remain in their entirety. Acknowledge receipt of this addendum in the space provided on the Bid Form. This addendum consists of the following changes identified below: PROJECT MANUAL: Special Provisions, Art. XIII. Prosecution and Progress: B. Additions:, Item 1: in first sentence, change project duration to two hundred seventy (270) calendar days. Last sentence: Change completion date to June 30, 2020. Add new Item 4: Please note that building does not have heating or ventilation, so no winter conditions are to be provided. Board windows with OSB panels to secure the building from weather and vandalism. Special Provisions, Art. XXI. Description of Work: A. Additions: Add the following to Article 3 Alternates: c. Alternate #3: Storm Window Alternate for Mansion, as defined below: Provide Alternate HOL-B system (interchangeable screen and lower fixed glass storm unit) Bid Form: Replace Bid Form with attached “Bid Form-Rev.1” DRAWINGS: A. Drawing A5.1, WINDOW SCHEDULE (Main House) a. For Base Bid, provide fixed storm unit with removable lower glazed panel for the curved sglass windows at the Kizer Building (HOL-B). b. These include window units: 001, 002, 101, 102, 103, 201, 202, 203, 207, 208, 209, 301, 302, 303. END OF ADDENDUM #1 ATTACHMENTS: Bid Form-Rev.1 BID/PROPOSAL CITY OF SOUTH BEND Bid Form Rev.1 Project Name: Kizer Mansion Window Repair Project Number: 119-024 For Bids Due: September 10, 2019, 9:30am (local time) Contractor Name: Version 7/20/2018 Contractor’s Bid for Public Works - 7 BASE BID Item No. Description Quantity Unit Unit Price Total Amount 1 Provide rehabilitation construction of exterior historic window sash, frame, trim repair and replacement, re-glazing, sealant, weather-stripping, and hardware repair/replacement per specs Project Lump Sum each 2 Hardware Material Allowance 63 Each Window $100.00 3 Construction Contingency Allowance Project Lump Sum $8,000.00 BASE BID TOTAL ALTERNATE #1 Item No. Description Quantity Unit Unit Price Total Amount 1 Storm Window Alternate for the Kizer Mansion per Drawings and Specifications As Scheduled, Mansion Lump Sum each ALTERNATE #1 TOTAL ALTERNATE #2 Item No. Description Quantity Unit Unit Price Total Amount 1 Storm Window Alternate for the Carriage House per Drawings and Specifications As Scheduled, Carriage House Lump Sum each ALTERNATE #2 TOTAL ALTERNATE #3 Item No. Description Quantity Unit Unit Price Total Amount 1 Alternate for HOL-B Storm Window for the Kizer Mansion (interchangeable screen and lower fixed glass storm unit) As Scheduled, Mansion Lump Sum each ALTERNATE # 3 TOTAL Bidder (Firm): Address: City/State/Zip: Telephone Number:( ) By (Signature) (Printed Name of Person Signing) Kizer Mansion Window Repair © Copyright, Kil Architecture / Planning South Bend, Indiana August, 2019 WOOD WINDOWS & WINDOW REHABILITATION 085500 - 1 SECTION 085500 - WOOD WINDOWS & WINDOW REHABILITATION 1.1 GENERAL A. This Section includes wood windows of the types and performance grades indicated. 1. Rehabilitation of existing wood windows: Windows sash to be removed and reha- bilitated in the Contractors Shop. Board up windows to secure building and make watertight. Wood jamb/head/sill to be retained and rehabilitated where possible and replaced where required and per Window Schedule. If deteriorated beyond repair, replace with like and kind shape, profile and material. Provide paint finish to exterior. Interior wood sash to be left unfinished, to be finished as part of a fu- ture phase. Scrape and remove paint with stripper, sand to sound wood and repair dryrot, and repair with new components only if beyond repair. Owner has a sash window sample for Contractor to review. This will serve as a standard of quality of repair for all sash rehabilitation work. Remove and salvage original glass, re- pair and prime sash and glaze each sash. All plexiglass windows (damaged or not) and broken and/or damaged glass is to be replaced with new double strength glass. Provide new bronze sash chains and refurbish/replace hardware as required for effective and complete operation. Where hardware is damaged, missing or be- yond repair, replace with specified hardware as required for complete operation. Operable Double-Hung windows to be rehabilitated at Single Hung Operable, with a fixed upper sash. Provide metal weather stripping at meeting rail, jamb and sill at lower operable sash per specifications. B. Quality Assurance: 1. “The Interior Secretary Standards for Rehabilitation and Guidelines for Rehabili- tating Historic Buildings”, US Department of the Interior, National Park Service, Preservation Assistance Division, Washington, DC., 1990 Edition. 2. Wood Window Restoration: Refer to Preservation Brief #9, The Repair of Historic Wood Windows, by John H. Myers Technical Preservation Services: http://www.nps.gov/hps/tps/briefs/brief09.htm 3. Stained and Leaded Glass Restoration: Refer to Preservation Brief #33, Stained and Leaded Art Glass http://www.nps.gov/tps/how-to-preserve/briefs/33-stained-leaded-glass.htm C. Performance-grade number is the actual design pressure in pounds force per square foot (pascals) used to determine the structural test pressure and water test pressure. D. Standards: Performance requirements for operating force, air infiltration, water penetra- tion, structural performance, and forced-entry resistance for wood windows are those specified in NWWDA I.S. 2, "Industry Standard for Wood Window Units." By Keyword 1.800.445.54 SEARCH CATAL » Request Quote » Em Home | Contact Us | What We Can Do | Company Info | News | Project Gallery/Markets Served | Customer Service Product Catalog and CAD Drawings Aluminum Storm Window Advantages Interior Storm Windows Exterior/Inside Removable Storm Windows Exterior/Outside Removable Storm Windows Design Options How to Order, Measure and Install ARCAT Spec Wizard Section 8520 Secondary Glazing System 11111 Canal Road - Cinci nnati, OH 45241 info@alliedwindow.com ©2009 Allied Window, Inc. Privacy Policy | Sitemap Exterior / Inside Removable Storm Windows Home » Exterior/Inside Removable Storm Windows These exterior windows excel in situations where panels need to be moveable or operable from the interior for ventilation, egress, or cleaning. Used typically for wood windows, they provide sash protection, as well as added security. Units are trimmed with Mylar foam tape which eliminates the need for caulking, and provides easy removal for painting. The Historic One Lite (HOL) series is designed to be “invisible”, - when painted the same color as the existing sash. Existing sash should be operable, to permit removal and/or cleaning from the interior. There is no hardware on the exterior. Typically, one or two panels are removable from the interior, and are secured by perimeter clips. > View Product Specs & CAD Drawings The Operable Historic One Lite (HOL-OP) series has the same "invisible" appearance as the (HOL) units, but the bottom sash is operable and removable. It also has a year-round screen. > View Product Specs & CAD Drawings The Top Outside-Removable (TOR) feature is designed for double-hung openings where the top sash is not operable, and it allows access to the upper area for cleaning. It is also used in lieu of the fixed upper glass on operating Historic One Lite (HOL-OP) units. This outside- removable panel uses "invisible clips" that are flush. > View Product Specs & CAD Drawings The Monumental Historic One Lite (MHOL) series is for situations where (3/16" or (1/4") glazing is required. Existing sash should be operable, to permit removal and/or cleaning from the interior. There is no hardware on the exterior. The interior-removable panels are secured by clips. > View Product Specs & CAD Drawings The above series' are available in a wide variety of glazing materials up to 1/4". Custom colors, custom shapes, screens, and glazing muntins are typical options. Mounting stops can be provided to adapt to field conditions. Primary Uses: All of the above series are designed for use with existing double-hung windows. The Historic One Lite (HOL) is also ideal for inswinging wood or steel casement windows. Custom designs for all series can be developed for all field conditions, and styles of existing windows. Exterior / Inside Removable Storm Windows | Allied Window https://alliedwindow.com/exterior-inside-removable.html 1 of 1 9/20/2019, 2:55 PM 8-13-2019 8-13-2019 8-13-2019 8-13-2019 8-13-2019 LOCATION PROJECT AC ARCHITECTURAL AND STRUCTURAL ABBREVIATIONS ACT AD ADJ AFF AFP AGG ALT AL AP APPROX AR ARCH ASPH AV AWG AWT & BIT BLDG BLKG BM BOS BOT BRG BRK BUR CAB ADJUSTABLE BITUMINOUS BUILT UP ROOF CABINET BOTTOM OF STEEL BEARING BRICK BOTTOM BLOCKING BENCH MARK / BEAM BUILDING ACID RESISTANT AMERICAN WIRE GAUGE AND ACOUSTICAL WALL TREATMENT ASPHALT AUDIO-VISUAL ARCHITECT(URAL) ALTERNATIVE ACCESS PANEL APPROXIMATE ALUMINUM ACCORDION FOLDING PARTITION AGGREGATE ABOVE FINISHED FLOOR ACOUSTICAL CEILING TILE AREA DRAIN AIR CONDITIONING CAR CARPET CAT CATALOG CB CHALKBOARD / CATCH BASIN CFM CUBIC FEET PER MINUTE CH CABINET HEATER CI CAST IRON CJ CONTROL JOINT CL CENTERLINE CLR CLEAR CLG CEILING CMP CORRUGATED METAL PIPE CMT CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN COMP COMPACTED CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS / CONTINUE CERAMIC TILECT CU IN/CI CSK CU FT/CF C TO C CUBIC INCH CUBIC FEET COUNTER SINK CENTER TO CENTER CORR CORRUGATED CEMENTITIOUS WOOD FIBERCWF D o d PENNY (NAILS, ETC.) DEPTH / DEEP DEGREE CUSP CW CUSPIDOR COLD WATER DIAMETERDIA / DIV DIM DIVISION DIMENSION DET DF DEPT DETAIL DEPARTMENT DRINKING FOUNTAIN DS DWC DWG DOWNSPOUT DRAWING DRINKING WATER COOLER CONTR CONTRACTOR CU YD/CY CUBIC YARD DC DISPLAY CASE DL DEAD LOAD ABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW. REFER TO CSI DOCUMENT TD 2-4 DATED NOVEMBER 1986 FOR ANY ABBREVIATION USED ON THE DRAWINGS BUT ARE NOT LISTED BELOW. HORIZONTALHORIZ LONG LEG VERTICAL LENGTH INSULATION / INSULATE METER / THOUSAND LOUVER MATERIAL LAVATORY LAMINATE(D) LIVE LOAD LOCKER POUND INTERIOR JOIST SUBSTITUTE JOIST JOINT KITCHEN INVERT INFORMATION INCLUDE(D), (ING) INCH INSIDE DIAMETER HOT WATER HEATING/VENTILATING/AIR CONDITIONING HEATING HIGH STRENGTH JT LL LVR MAS LW MAT M LLV LLH LONG WAY MASONRY LONG LEG HORIZONTAL L LAM LB / # KIT LAV LKR IN/" INSUL INTR JS JST INFO INCL INV ID HWY HVAC HTG HS HW HPT HIGHWAY HIGH POINT HOLLOW METAL HARDWARE HOSE BIBB HEIGHT / HIGH GYPSUM WALLBOARD GLASS EAST EACH FACE EACH ELEVATION ELECTRICAL PANELBOARD ENGINEER EQUIPMENT EXTERIOR INSULATION AND FINISH SYSTEM EACH WAY EQUAL EXISTING EXTERIOR FLOOR DRAIN EXTENSION EXHAUST FLEXIBLE SHEET ROOFING FOUNDATION FLOOR SERVICE SINK FIRE EXTINGUISHER CABINET FINISH FLOOR EXPANSION JOINT EQ FSR GALVINIZE(D)GALV GWB GB H HDWE HM HB GL GRAB BAR GA FEC FE FTG FT/ ' FSSK FIRE EXTINGUISHER GAUGE FEET FOOTING EXTN FDN FLR FD FIN FL FHC FIN FLOOR FIRE HOSE CABINET FINISH EXP EXIST EIFS EXH EXT EW EQUIP EXPANSION EP EA EJ ENGR EL EF E POLYVINYL CHLORIDEPVC SPECIFICATION(S)SPEC(S) SQ FT / SF SPKR SQ SPEAKER SQUARE FEET SQUARE RADIUS SCHED SGFT SIM SP SHT SECT SEW SD SAN SA ROW S RO SCHEDULE SIMILAR SHEET STRUCTURAL GLAZED FACING TILE SPACE SEWER SECTION STORM DRAIN / SMOKE DETECTOR ROUGH OPENING SANITARY SUPPLY AIR SOUTH RIGHT-OF-WAY REINF REV RM REQ'D REF REFR RD RA RB RCP RAD / R QT R PVMT REQUIRED REFRIGERATOR ROOF DRAIN REINFORCING ROOM REVISION(S) REFERENCE RISER RETURN AIR REINFORCED CONCRETE PIPE RESILIENT BASE QUARRY TILE PAVEMENT MISC MISCELLANEOUS METAL OPERABLE WALLOW PLBG PSI PSS PSF PREFAB PS PLYWD PL PLAS LAM PLAS PA PERF OZ PLUMBING POUNDS PER SQUARE FOOT PROJECTION SCREEN PENCIL SHARPENER SUPPORT POUNDS PER SQUARE INCH PREFABRICATED PLYWOOD PLASTER PLATE / PROPERTY LINE OUNCE PLASTIC LAMINATE PERFORATED PUBLIC ADDRESS NTS OPNG OPP HD O TO O OPP OC OD N NO / # NOM NIC MO MET MM NOT TO SCALE OUTSIDE DIAMETER OPENING OUT TO OUT OPPOSITE HAND OPPOSITE ON CENTER NORTH NUMBER NOMINAL NOT IN CONTRACT MASONRY OPENING MILLIMETER MEZZ MH MIN MFR MB MECH MAX MEZZANINE MINIMUM MANHOLE MANUFACTURER MARKER BOARD MECHANICAL MAXIMUM SQUARE INCHESSQ IN / SI SQUARE YARDSQ YD / SY WEST / WIDE / WIDTHW YARD / YARD DRAIN WELDED WIRE FABRIC WALL SERVICE SINK WORKING POINT WATER HEATER WOOD WOOD BASE WITHOUT WITH WD YD WWF WSSK WH WP WC W / WB WA W / O WATER CLOSET / WIND COLUMN WARDROBE ACCESSORIES SYMMETRY(ICAL)SYMM TELEVISIONTV VINYL TILE VENT STACK VENTED RESILIENT BASE VAPOR RETARDER VOLUME VITREOUS VERIFY IN FIELD VERTICAL URINAL UNIT VENTILATOR UNLESS OTHERWISE NOTED TYPICAL VERT VT VRB VOL VIT VIF VR VS VCT UV UON UR TWS TYP VINYL COMPOSITION TILE TACKABLE WALL SPACE TOP OF STEEL TOP OF MASONRY TOP OF CONCRETE TERRAZZO TOILET ACCESSORY(IES) TELEPHONE TREAD SYNTHETIC TOP OF CURBTC TOS TOM TOF TEL TOC TER TOP OF FOOTING TB T & B TA T & G T SYNTH TACKBOARD TONGUE AND GROOVE TOP AND BOTTOM SUSPENDED STRUCTURAL STEEL STANDARD STORM / STREET SW STRUCT STL STD SST SUSP ST SHORT WAY / SIDEWALK STAINLESS STEEL ARCHITECTURAL MATERIAL SYMBOL LEGENDARCHITECTURAL DRAWING SYMBOLS LEGEND EXISTING POINT ELEVATION WINDOW TYPE DOOR NUMBER NEW POINT ELEVATION NEW CONTOUR EXISTING CONTOUR TEST BORING & NO. LEVEL LINE STRUCTURAL GRID REFERENCE KEY NOTE ROOF SLOPE ROOM NO. SEE SCHEDULE FOR ROOM BUILDING SECTION WALL OR DETAIL SECTION DETAIL OR SECTION TITLE DETAIL REFERENCE EQUIPMENT NUMBER CASEWORK NUMBER AREA & CEILING HEIGHT INTERIOR ELEVATION REFERENCE TB # 1 815.2' 815.2' 815.2' 815.2' SHEET DRAWING INDEX L ANGLE SITE LOCATION MAP E YR YEAR VNR VENEER UC UNDERCUT UNDERWRITERS LABORATORYUL TEMP TEMPORARY THR THRESHOLD ROOM 100 A 100 KIZER MANSION 801 W WASHINGTON STREET AUGUST 12, 2019 SOUTH BEND, INDIANA, 46601 FIRE BRICK FACE BRICK STUD WALL GLAZED BRICK DRAWING REPRODUCTION: COPIES OF ORIGINAL DOCUMENTS WILL BE RELEASED FOR BIDDING AND CONSTRUCTION PURPOSES AS COMPLETE SETS IN FULL; INCLUDING BOTH DRAWINGS AND SPECIFICATIONS. NO PARTIAL SETS ARE TO BE DISTRIBUTED. NEITHER THE OWNER, ARCHITECT AND/OR ENGINEER, ASSUMES RESPONSIBILITY FOR ERRORS OR MISREPRESENTATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND CONSTRUCTION DOCUMENTS. FABRIC ACCORDION FOLDING PARTITION SOLID PANEL FOLDING PARTITION TERRA COTTA (LARGE SCALE) STRUCTURAL GLAZED TILE OR CERAMIC TILE, QUARRY TILE, OR OPERABLE WALL PRECAST CONCRETE CARPET FINISH WOOD ACOUSTIC TILE CEILING BATT INSULATION RIGID INSULATION GYPSUM WALLBOARD (LARGE SCALE) ROUGH WOOD GRAVEL OR STONE CONCRETE SLATE TERRAZZO LAMINATED WOOD BEAM SAND, GROUT, PLASTER, GWB ASPHALT EARTH METAL SHAPES WWF IN CONCRETE SLAB WOOD OTHER THAN NOMINAL PLYWOOD METAL ROOF DECK METAL (IN SECTION) REINFORCING BARS CORRUGATED METAL FORMING WIRE FENCE OR PARTITION BUILDING CODE DATA GENERAL NOTES: THESE DRAWINGS ARE GENERAL DESCRIPTIONS OF THE MATERIALS AND PRODUCTS TO BE USED TO COMPLETE THIS REMODEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE, COMPARE EXISTING CONDITIONS WITH PROPOSED PLANS AND SPECS AND PROVIDE SITE PREPARATION AND ANY OTHER MINOR COMPONENT REQUIRED TO COMPLETE THE REMODEL. CONTACT ARCHITECT IMMEDIATELY WHERE INCONSISTENCIES ARE DISCOVERED. COVER SHEET A0.1 INDEX SHEET ARCHITECTURAL A1.0 EXISTING BASEMENT PLAN A1.1 EXISTING FIRST FLOOR PLAN A1.2 EXISTING SECOND FLOOR PLAN A1.3 EXISTING THIRD FLOOR PLAN A1.4 EXISTING CARRIAGE FLOOR PLANS A5.1 WINDOW SCHEDULE A5.2 CARRIAGE WINDOW SCHEDULE A5.3 WINDOW DETAILS A5.4 WINDOW DETAILS A5.5 STORM WINDOW DETAILS SCOPE: 1)THE SCOPE OF THIS ARCHITECTURAL CONSULTATION ENTAILS DEVELOPING A WINDOW REHABILITATION FOR THE KIZER BUILDING. THIS BUILDING'S LONG TERM PLAN IS DEVELOPMENT OF THIS PRESENTLY VACANT BUILDING AS MIXED USE OFFICES, WORKSHOP AND RESIDENTIAL APARTMENTS PER THE PRELIMINARY PLANS DEVELOPED IN 2016 FOR INDIANA LANDMARKS. 2)THIS WORK WILL NOT REQUIRE STATE PLAN REVIEW, SUBMIT TO LOCAL CITY OF SOUTH BEND BUILDING DEPARTMENT ONLY. WINDOW REPAIR 1126 Lincolnway East South Bend, Indiana 46601 Phone: (574) 288-2654 Fax: (574) 289-2420 www.kilarchitecture.com A1.5 1 A3.1 1 C12 E18 A4.2 3 8 12 1 1 A2.1 FRONT ELEVATION SCALE: 1/8" = 1'-0" KIL ARCHITECTURE / PLANNING N APPLICABLE CODE: 2014 INDIANA BUILDING CODE (ADOPTED 2012 INTERNATIONAL BUILDING CODE w/ 675 IAC 13-2.6 INDIANA AMENDMENTS) BUILDING DESCRIPTION: THIS PROJECT INVOLVE WINDOW REPAIRS & REPLACEMENT AT THE KIZER MANSION, A 3 STORY MASONRY BUILDING CONSTRUCTION TYPE: TYPE III : OCCUPANCY CLASSIFICATIONS: GROUP B HEIGHT & AREA: EXISTING: 3 STORY / 1 BASEMENT FOUNDATION: EXISTING 119-024 IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A0.1 INDEX SHEET IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A1.0 EXISTING BASEMENT PLAN Scale 1/4"=1'-0" @ 22X34, 1/8" = 1'-0" @ 11X17 EXISTING BASEMENT PLAN1 4'8'0 16' IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A1.1 EXISTING FIRST FLOOR PLAN Scale 1/4"=1'-0" @ 22X34, 1/8" = 1'-0" @ 11X17 EXISTING FIRST FLOOR PLAN1 4'8'0 16' IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A1.1 EXISTING SECOND FLOOR PLAN Scale 1/4"=1'-0" @ 22X34, 1/8" = 1'-0" @ 11X17 EXISTING SECOND FLOOR PLAN1 4'8'0 16' IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A1.3 EXISTING THIRD FLOOR PLAN Scale 1/4"=1'-0" @ 22X34, 1/8" = 1'-0" @ 11X17 EXISTING THIRD FLOOR PLAN1 4'8'0 16' EXISTING O.H. DOOR EXISTING O.H. DOOR EXISTING O.H. DOOR OFFICE OFFICE FILES COMPUTER IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A1.4 EXISTING CARRIAGE HOUSE FLOOR PLANS Scale 1/4"=1'-0" @ 22X34, 1/8" = 1'-0" @ 11X17 EXISTING SECOND FLOOR PLAN1 4'8'0 16' Scale 1/4"=1'-0" @ 22X34, 1/8" = 1'-0" @ 11X17 EXISTING BASEMENT PLAN2 Scale 1/4"=1'-0" @ 22X34, 1/8" = 1'-0" @ 11X17 EXISTING FIRST FLOOR PLAN1 WINDOW #TYPEFLOORBASEMENTKIZER MANSION WINDOW SCHEDULE (BASE SCOPE WINDOW & STORM WINDOW ALTERNATE #1) 001 A EXISTINGY NEW REQUIRED- -WIDTH1' - 10 1 4"HEIGHT2' - 7 1 4"SASH CONDITION2 STOPS CONDITION2 SILL CONDITION2 HARDWAREGLASSN/A NEW STORM UNITNOTESG, I 002 003 004 005 006 007 008 009 010 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 201 202 203 204 205 206 207 208 209 210 211 212 213 214 C C C A D D B A C Y - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 1 1 4 2 4 N/A 1 1 N/A 2 2 1 1 1 2 1 1 1 Y Y Y Y Y N Y N Y YFIRST FLOORSECOND FLOOR215 216 217 218 219 220 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315THIRD FLOORD - - - - Y - - - - - - - - - - - - - - - - - - - - - - 3 3 N/A 1 1 N/A 3 1 2 1 2 1 2 1 Y A A Y Y N N - - - - 1 3 N/A N/A 4 A A A A F A A A F 2' - 8" 1' - 10 1 4"2' - 7 1 4" 2' - 6" 2' - 5 1 2" 2' - 5" 2' - 8 1 4" 2' - 4 1 4" 2' - 4 1 4" 3' - 2" 6' - 10 3 8" 6' - 10 3 8" 6' 10 3 8" 3' - 1 5 8" 6' - 10" 5' - 11 1 8" 6' - 9" 6' - 9 3 4" 6' - 9 3 4" 6' - 9 1 4" 4' - 9 5 8" 6' - 9 1 2" 6' - 10" 4' - 3 6' - 2" 3' - 6 1 8" 6' - 1 3 4" 3' - 1 1 2" 6' - 2" 6' - 1 3 4" 6' - 1 3 4" 6' - 1 3 4" 4' - 9 5 8" 5' - 3 1 2" 4' - 10" 6' - 1 3 4" 6' - 1 1 2" 6' - 2" 6' - 6" 4' - 9 1 2" 4' - 9 3 8" 4' - 5 3 4" 3' - 1 1 8" 3' - 8" 3' - 0 1 2" 3' - 9" 3' - 1 6' - 0 1 4" 2' - 8" 3' - 11 1 2" Y 2 2 2 2 2 3 2 3 2 3 3 3 3 3 3 3 B, M 1 1 2 1 1 2 1 1 2 1 1 1 1 1 1 1 2 4 2 2 3 2 3 1 1 3 1 3 4 1 1 3 2 2 3 2 2 3 2 4 3 2 2 2 2 2 2 N/A 3 4 3 3 3 3 1 1 N/A N/A N/A N/A 1 2 3 2 2 2 2 1 2 3 2 3 2 2 3 2 2 3 2 2 3 1 1 2 1 2 2 2 3 4 N/A N/A N/A N/A N/A N/A 1 1 2 N/A N/A N/A N/A N/A N/A N/A N/A N/A 3' - 8 3 4" 3' - 9" 1' - 10" 3' - 0 1 4" 3' - 2 1 2" 2' - 11" 3' - 0 1 2" 3' - 3" 2' - 3" 4' - 2 1 4" 2' - 3" 1' - 10 1 2" 6' - 6" 3' - 11" 3' - 8 1 8" 4' - 0" 3' - 2 1 4" 3' - 1 3 4" 3' - 1 1 4" 3' - 5" 1' - 11 1 2" 4' - 0" 2' - 1 1 4" 3' - 11 1 2" 3' - 6" 1' - 10" 3' - 11 1 2" 3' - 6" 3' - 10" 3' - 1 1 2" 2' - 5 3 4" 2' - 10 3 4" 2' - 1 5 8" 3' - 1 3 4" 3' - 1 3 4" 2' - 6 1 8" 5' - 11 3 4" 2' - 1 3 16" 3' - 11" 3' - 1 1 8" 2' - 1 1 4" 1' - 11 1 2" 1' - 10 1 2" 2' - 2" 1' - 8 5 8" 4' - 3 5 8" 2' - 8" 2' - 8" 2' - 1 1 4" 011 NF 2' - 6 1 4"N/A3' - 1 3 4" 012 NF 2' - 6 1 4"N/A3' - 1 3 4" C, M A, M A, M N N N G, I G, J G, J G, J C, M D, M H, J, M G, L, J, (E-1) G, I, L, (E-1) G, I, L, (E-1) (G-1), H, I (G-1), I G, I H, J G, J G, J, F G, J, F G, J, F E, G, J, F G, J, F G, I G, I G, I, F, L G, I, L G, J, L, (E-1) G, J, F G, J, L, (E-1) E, G, J, F G, J, (E-1) G, J, F, (E-1) G, J, F, (E-1) G, J G, J G, J G, I G, I, F G, I, F G, J G, I G, J G, J G, J, F, (E-1) G, I, F, (E-1) G, I, F, (E-1) H, J, F G, J, F G, J, F G, J G, I, F G, J, F A, G, J A (PARTLY BOARDED UP), G, J A, K A, K A, G, J 4' - 9 5 8"3' - 1 1 4" 6' - 10"1' - 11 1 2" 6' - 2"2' - 1 1 4" 6' - 2"2' - 1 1 4" 6' - 2"2' - 1 1 4" 6' - 2"2' - 1 1 4" A A, F, G, I, F 6' - 2"2' - 6 1 8" 4' - 9 1 2"2' - 1 3 16" 3' - 1 1 8"2' - 1 1 4" 3' - 1 1 8"2' - 1 1 4" 2' - 8" A, G, J Y Y Y Y Y Y Y - - - N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A B B B B B B B B Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N/A N/A N/A N/A N/A 1 1 1 1 1 4 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N Y Y Y B B B B B B B B B B B B B B B E C C 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 H G B B B G B B B B B B B Y Y Y Y Y Y Y Y Y Y Y Y Y Y 2 2 2 2 2 Y Y Y Y Y Y Y Y Y N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N Y Y Y Y Y Y Y Y N N N N N N - - - - 222 222 2 2 N N 013 NF 2' - 6 1 4"N/A3' - 1 3 4"A, MNN/A N/AN/A N - WINDOW CONDITION NOTES: 1.LITTLE DAMAGE 2.MODERATE DAMAGE 3.SEVERE DAMAGE 4.MISSING - REPAIR W/ EPOXY FILLER / REPLACE AS REQUIRED LEGENDS NOTES EXISTING CONDITIONS: A.BOARDED UP B.BOARDED UP W/ PIPES GOING THROUGH C.MASONRY FILL BY OTHERS D.TO BE ABANDON E.DAMAGED GLASS LEGENDS NOTES PROPOSED WORK: E-1 EXISTING PLEXI GLASS TO BE REMOVED F.SASH CHAINS/CORDS AND PULLEYS MISSING. G.REMOVE & REPAIR SASH AT SHOP G-1 REPAIR SASH IN PLACE H.SASH TO BE REPLACED I.REPAIR SILL IN PLACE ( AS NECESSARY) J.SILL TO BE REPLACED K.UNABLE TO MEASURE. DIMENSIONS GIVEN IN SCHEDULE ARE APPROXIMATE. MORE INFORMATION NEEDED. L.PROVIDE CURVED STORM WINDOW M.TAKE SASH OUT AND STORE IN BASEMENT TYPE F FIXED UNIT (SOLID PANEL) TYPE D FIXED OVER FIXED TYPE C DOUBLE HUNG WOOD SASH CURVED UNIT TYPE B DOUBLE HUNG WINDOW WOOD SASH TYPE A FIXED WOOD WINDOW SASH UNIT TYPE E FIXED WOOD CURVED UNIT WINDOW TYPE G MULLED DOUBLE HUNG WINDOW TYPE H CURVED TOP SASH UNIT IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A5.1 WINDOW SCHEDULE (MAIN HOUSE) WINDOW #TYPEFLOORBASEMENTCARRIAGE HOUSE STORM WINDOW SCHEDULE (ALTERNATE #2) 400 I EXISTINGY NEW REQUIRED- -WIDTH-HEIGHT-SASH CONDITIONN/A STOPS CONDITIONN/A SILL CONDITION1 HARDWAREGLASSN/A NEW STORM UNITNOTESK 401 402 403 500 501 502 503 504 600 601 602 604 605 607 608 609 610 611 B Y - - - - 3' - 7" - - - - - - - - 2' - 11" 3' - 7" - - - - - - - - - - - - - - - - - - - - Y Y Y YFIRST FLOORSECOND FLOORI I I Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y - - - - - - - - - - - - - - - - - G - 2' - 6"1' - 8"N/A N/A 1 3' - 4 5 8"2' - 6"N/A N/A 1 3' -5"N/A N/A 1 3' - 7 4' - 10"1 1 2 3' - 7"4' - 10"1 1 2 3' - 7"4' - 10"1 1 1 4' - 10" 4' - 10" 2' - 8"3' - 7"1 2 3 1 1 6' - 2"3' - 7"1 2 2 2' - 9"3' - 7"1 6' - 2"3' - 7" 2' - 3"3' - 7" 2' - 10"4' - 3" 2' - 4"4' - 3" 3' - 4"3' - 7" N/A N/A N/A 1 1 1 4 505 - -YY Y - - -YY Y - B B B B B B B G B G B B B B B B B - - 3' - 7 4' - 10"1 2 2 1 - - - - 1 1 2 1 1 1 2 1 2' - 8"3' - 7"3 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 3' - 4"3' - 7" 3' - 4"3' - 7" 3' - 4"3' - 7" 606 603 GENERAL NOTES: 1.PROVIDE NEW STORM WINDOW 2.NO CHANGE TO EXISTING WINDOWS TYPE B DOUBLE HUNG WINDOW WOOD SASH TYPE I GLASS BLOCK WINDOW IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A5.2 WINDOW SCHEDULE (CARRIAGE HOUSE) Scale 1 1/2"=1'-0" @ 22X34, 3/4" = 1'-0" @ 11X17 EXTERIOR ELEVATION1 Scale 1 1/2"=1'-0" @ 22X34, 3/4" = 1'-0" @ 11X17 PLAN2 Scale 1 1/2"=1'-0" @ 22X34, 3/4" = 1'-0" @ 11X17 SECTION3 A5.2 4 A5.2 5 A5.2 6 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 HEAD DETAILS4 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 MIDRAIL DETAILS5 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 SILL DETAILS6 A5.5 1 A5.5 2 A5.5 3 CARRIAGE HOUSE TYPICAL DOUBLE HUNG WINDOW IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A5.3 WINDOW DETAILS Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 HEAD DETAILS 5 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 MIDRAIL6 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 SILL DETAILS7 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 INTERIOR ELEVATION2 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 EXTERIOR ELEVATION3 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 SECTION4 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 PLAN1 A5.5 1 A5.5 2 A5.5 3 A5.3 5 A5.3 6 A5.3 7 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 JAMB PLAN5 A5.3 1 IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A5.4 WINDOW DETAILS Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 HEAD DETAILS 5 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 MIDRAIL DETAILS6 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 SILL DETAILS7 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 INTERIOR ELEVATION2 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 EXTERIOR ELEVATION3 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 SECTION4 Scale 1"=1'-0" @ 22X34, 1/2" = 1'-0" @ 11X17 PLAN1 A5.5 1 A5.5 2 A5.5 3 A5.4 5 A5.4 6 A5.4 7 A5.4 5 Scale 3"=1'-0" @ 22X34, 1 1/2" = 1'-0" @ 11X17 JAMB PLAN5 INTERIORDEEP GUIDE CHANNEL STOP INTERIORUPPER STORM FRAMING SCREEN FRAMING OPERABLE LOWER SASH FRAMING INTERIORRETAINING CLIP H-STYLE SILL EXPANDER FRAMING OPERABLE LOWER SASH FRAMING IK L P L A N N I N G A R C H I T E C T U R E 1 2 0 066 2 49.2.A X 8 4 F GREGORY A. KIL A R C H I T E C T N C A R B A I A 5 7 4 . 2 8 8 . 2 6 5 4 S O U T H B E N D, I N www.kilarchitecture.com 1126 LINCOLNWAY EAST C COPYRIGHT 2019 OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING. DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED THIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL KIL ARCHITECTURE / PLANNING DATE: AUGUST 12, 2019 FOR REVIEW REVISED: KIZER MANSION WINDOW REPAIR 801 WEST, WASHINGTON STREET SOUTH BEND, IN 46628 ST. JOSEPH COUNTY INDIANA A5.5 STORM WINDOW DETAILS Scale 2'=1'-0" @ 22X34, 1' = 1'-0" @ 11X17 SILL DETAILS3Scale 2'=1'-0" @ 22X34, 1' = 1'-0" @ 11X17 MUNTIN DETAILS2Scale 2'=1'-0" @ 22X34, 1' = 1'-0" @ 11X17 HEAD DETAILS1 STORM WINDOW UNITSTORM WINDOW UNITSTORM WINDOW UNIT