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HomeMy WebLinkAbout20250342 19 George St Demolition and Construction Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** [FOR OFFICE USE] (Application#) CITY OF SARATOGA SPRINGS r. DESIGN REVIEW COMMISSION . CITY HALL-474 BROADWAY (Date received) � SARATOGA SPRINGS, NEW YORK 12866-2296 °�PoRartio ��� TEL: 518-587-3550 X2533 www.seratoga-springs.org (Project Title) APPLICATION FOR: ARCHITECTURAL/HISTORIC REVIEW Staff Review APPLICANT(S)* OWNER(S) (/fnotappl/can ATTORNEY/AGENT Name Russell Pittenger& Linda Whittle Tonya Yasenchak, PE Address 19 George St. Y Engineering -76 Washington St Saratoga Springs, NY 12866 Saratoga Springs, NY 12866 Phone / / 518/587-1340/ Email russpittenger@gmail.com tonyay@nycap.rr.com Identify primary contact person: ❑ Applicant ❑ Owner 8 Attorney/Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant's interest in premises: B Owner ❑ Lessee ❑ Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 19 George St. Tax Parcel #. 166 69 _ 1 _ 2 (for example: 165.52—4—37) Date Acquired by Owner: Current Zoning District: U R-3 Property use: ❑ Residential ❑ Non-residential/mixed-use Type of Review: ❑ Architectural a Historic ❑ Extension/modification (of current approval) Summary description of proposed action: - Demolition of existing shed -Construction of new detached, single story (2) car garage Has a previous application been filed with the DRC for this property? e No ❑ Yes—date(s)? -App. No.(s)? Revised 01/2021 **A "complete" application consists of 1 hard copy (original) , and I electronic copy of application &ALL other materials as required below: New Construction /Additions 8 Color photographs showing site/exterior details of existing structures and adjacent properties 8 A detailed scaled site plan is essential for achieving minimal zoning compliance,depicting both current and planned structures along with all building projections such as decks, porches, steps, roof overhangs, and chimneys.This site plan must show all setbacks from property boundaries and any easements, in addition to the dimensional and bulk standards relevant to the zoning district on 17"x11"sheet. e Elevation drawings showing design of all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture &lamp type,wattage), etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible 8 Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible 8 Product literature,specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color(in non-residential districts only) ❑ Color photographs showing site/exterior details of existing structures and that illustrate affected features ❑ Elevation drawings showing all sides of existing&proposed construction—label dimensions, colors, materials, lighting(fixture&lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts onlx (Front setbacks:UR-1 &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-1=10') - Installation, removal or change in material of drive- and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3' in height - Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2' diameter) For any of above: ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing&proposed construction: include property lines&dimensions, required&proposed setbacks&lot coverage,site features(fences,walks,trees, etc.) street names, compass bearing&scale; no larger than 2'x3'sheet—smaller preferred if legible ❑ Product literature, specifications and samples of proposed materials and colors Serge/Awnings ❑ Color photographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than I I"x 17" ❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type, dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location ❑ Product literature, specifications and samples of proposed materials and colors Demolition 8 Color photographs showing site/exterior details of existing structures,and of adjacent properties 8 Site plan showing existing and any proposed structures-include dimensions,setbacks, street names,compass bearing, and scale 8 Written description of reasons for demolition and, in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a "contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition- include a timetable and letter of credit for project completion Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent properties ❑ Site plan showing existing and proposed structures: include dimensions,setbacks,street names,compass bearing,and scale ❑ Scaled illustration of proposed structures: include all dimensions;colors, materials, lighting, mounting details ❑ Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised O1/2021 Request for extension of current approval ❑ Identify date of original DRC approval: Current expiration date: Org.App. No. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form 8 Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form (available here: http://www.dec.ny.gov/docs/permits ei operations pdf/seafp art one.pd- -Construction or expansion of a multi-family residential structure(4 units +) -Construction or expansion (exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility, radio antennae,satellite dishes - Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest(as defined by General Municipal Law Section 809) in this application? 8 No ❑ Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification /we,the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property,the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised 01/2021 City of Saratoga Springs City Hall-474 Broadway yr Saratoga Springs,New York 12866 Tel:518-587-3550 www.saratoga-springs.org JPoRgiiD 9 g Office of Planning&Economic Development Application to City Council FEE Comprehensive Plan amendment $1,800+$300/acre Zoning Ordinance amendment $800+$300/acre Planned Unit Development PUD amendment $800+$300/acre Application to Zoning Board of Appeals Use Variance $1,400+$50/app Area Variance-Residential(1 &2 Family) $350/1 st var+$50/app+$150/ea add variance Area Variance-3+Family and Commercial $1000/1 st var+$50/app+$200/ea add variance Interpretations $650+$50/app Post Work Application Fee Application Fee x 2+$50/app Variance extensions 50%of Application fee+$50/app Application to Design Review Commission Demolition $500 Residential Structures-1 or 2 Family Principal or Accessory Structure Materials Change-roof,windows,siding $75 Facade Change-removal/addition of windows,doors,porch $150 Addition or new construction $300 Approval Extension or Modification 50%of application fee 3+/Multi-Family,Comm,Mixed-Use Principal or Accessory Structure Materials Change-roof,windows,siding,paint color $150 Signs,Awnings $150 Facade Change-removal/addition of windows,doors,porch $300 Addition or new construction $650 Approval Extension or Modification 50%of application fee Post Work Application Fee Application Fee x 2 Application to Planning Board Special Use Permit $1200+$50/app Temporary Use Permit $500 Special Use Permit-extension $400 Special Use Permit-modification $550+$50/app Site Plan Review-incl.PUD: Sketch Plan $400 per sketch Site Plan Full Residential $400+$250/unit Non-residential $800+$150/1000 sf Administrative SPR Residential $400 Non-residential $800 Extension Residential $250 Non-residential $350 Subdivision-incl.PUD: Sketch Plan $400 per sketch Preliminary Approval Residential:1-5 lots $700+$50/app Residential:6-10 lots $1100+$50/app Residential:11-20 lots $1450+$50/app Residential:21+lots $1800+$50/app Residential-extension $350 Final Approval Residential $1,550+$200/lot+$50/app Non-Residential $2,400/lot+$50/app Final Approval Modification Residential $400+$50/app Non-Residential $800+$50/app Final Approval Extension Residential $250 Non-Residential $350 utner: Lot Line Adjustment/Subdivision Administrative Action $400 Letter of Credit-modification or extension $400 Letter of Credit-collection up to 1%of LoC Recreation Fee $2000/lot or unit Land Disturbance $750+$35/acre Watercourse/Wetland Permit $750 SEQRA EIS Review Draft&Final TBD 6 • • Maps 19 e• g' St ._- _ _ :ram.r �• •'� � _ 14 V +e 1 �4 ''� r� Sz Saraloga�prings � - _' Presertvation •1 l�", { � ..w"yam a?• � � - � � +.� '�'�� � ._ i !r- .tr,.f ~•ems.. -�`•y- � � � l `'�-` �' • - '�4r J _ •-nlk I - C� Ot {• �� Imagery 0 0 Google,Imagery@2025Airbus, • •• •dataQ Pittenger: 19 George St. 1G5.68-2-2,3 166.61 9 166.61 8 1 . ,. 5 165.68-2-A 166.61 ,24 i 66.69-i-i 166.69-1,2 166.69-11-3 '166.fk9-1 165.7 -'I 5 166.69-1-6 -t 165.7G-1-1 3 ' 16fi!69-1-33 ANIL April 23, 2025 1:564 0 0 0.01 0.01 mi r Counties 2024 0 0.01 0.01 0.02 km Cities 2024 Labels NYS ITS Geospatial Services 7F T k I I _ { kF• ' 't - f- -.T " I r LIP 1 + • 1 _ L •r '_ L I ir } "i _ _L+ J � L ■ r 3rJ � - _ • r L ' r r'r • r r r 1 Fr L S 1 ' ti y 'I tit s ■■ fir' IF 41 1 S1- } J 1 1 r- I r lira r r lb — - F— r' � z r %IL -1 •r ■ • � 1,- � L lu - 1 y• ; � I - :� + f �s { y 1 .1 " +1 ■ 4 -• - 3 1III ti__ �' ••r 7 r� r •� ri _ T L. 1 r 1 , 1p • � I 16 i - • i i � y r 1 ,. 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LL 2.0 N r.4X�L1,9PP,9ffCEZ Ala x COVERED A6..69-1-2 x ENTRANCE 0.7'± 1.2'+ x —— (DRIVEWAY OVER) I x 515± 13 I r- GARAGE I I n I O I 22-0'± 25.5'± CIA FZ I > I I MACADAM DRIVEWAY ONE STORY -H 2 CAR GARAGE b I NEW ASPHALT (22 x 24) CA I DRIVEWAY I I I I I I I I I CONC. APRON I I 21.0'± O 6.0'± — 18.5'± O cV NEW WALKWAY rn MACADAM DRIVEWAY ROOF LINE ————————————-- — F- I m I I � I w I I o COVERED PORCH & STEPS I LANDS NOW OR FORMERLY OF STAMPED I JOSEPH P.AND JOAN E. FITZHENRY MACADAM LANDS NOW OR FORMERLY OF WALK COVERED I NEW ASPHALT DEED NO.2019036740 MARK R. BETTINGER N CONC. I DRIVEWAY AND JULIA M. RODGERS Z PAD BOOK 1366 OF DEEDS, PAGE 545 I I I I I I I A.C. UNIT I I � I O I O I TWO STORY HOUSE I NO. 19 GEORGE STREET I I I I w I I I GAS I METER o l L-1� 9.7'± �I I I I I I NEW ASPHALT DRIVEWAY I I JE L'COVERED PORCH TO BED REMOVED ———— ————————————— 9.4'± STEPS ROOF LINE + H MACADAM 'n DRIVEWAY ID N64°25'00"W 50.00' MACADAM "EXISTING NEW BRICK DRIVEWAY SIDEWALK CONC. WALK AND APRON RRAREA NEW ASPHALT DRIVEWAY GEORGE WIDTRIGHT OF WAY- FT. H OF PAVEMENT 0 25±FT. STREET J O �J )l O UTILITY POLE ZONING INFORMATION: PLOT PLAN BY: ZONING DISTRICT: UR-3 (FOR SINGLE FAMILY) MINIMUM LOT SIZE: 6,600 SO. FT. Y ENGINEERING, DPC. MINIMUM LOT WIDTH: 60 FT. TONYA L. YASENCHAK, PE MAXIMUM BUILDING COVERAGE: 40% 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 MAXIMUM IMPERVIOUS SURFACE COVERAGE: 70% PH. (518) 587-1340 MAXIMUM BUILDING HEIGHT: 40 FT. UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. AUTHORIZATION GRANTED BY SURVEY ASSOCIATES TO Y ENGINEERING DPC FOR USE OF ORIGINAL MAXIMUM FIRST FLOOR ELEVATION WHEN SURVEY FOR PURPOSES OF PLOT PLAN FOR CITY REVIEW PURPOSES. SURVEYOR MUST BE CONTACTED FOR SITING GARAGE & SITE IMPROVEMENTS PRINCIPAL BUILDING WITHIN 20' OF SIDE PRIOR TO CONSTRUCTION AND FOLLOWING CONSTRUCTION FOR AS-BUILT FILING WITH CITY. LOT LINES 4 FT. ORIGIN SURVEY BY: MINIMUM SETBACKS: % FRONT: 10 FT, Ey DANIEL C. WHEELER, LS ONE SIDE: 5 FT, TOTAL SIDE: 12 FT. S CTA TES LLC MIN. CORNER SIDE: 8 FT. REAR: 25 FT. PROFESSIONAL LAND SURVEYING DANIEL C. WHEELER 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 P.L.S. LIC. NO. 50,137 PH. (518) 583-7302 FAX (518) 583-7303 NOTES: 1.) UNLESS OTHERWISE NOTED OFFSETS ARE MEASURED TO ROOF LINES. DRB PLOT PLAN: 2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE PLOT PLAN FOR PROPOSED DETACHED GARAGE OR A TITLE REPORT. RUSSELL G. PITTENGER AND LINDA J. WHITTLE LOCATION: DATE: DEED REFERENCE: CITY OF SARATOGA SPRINGS APML 14, 2025 (ONSOE ®STRICT) 1.) DEED DATED AUGUST 9, 1985 FROM WILLIAM L. GAUL, JR. TO RUSSELL G. SARATOGA COUNTY, NEW YORK PITTENGER AND LINDA J. WHITTLE AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 1092 OF DEEDS AT PAGE 106. SCALE: 1 INCH = 10 FEET MAP NO. 2024-25-03 25'-0" ' 24'-0" 0 6'-0" 6'-0" 6'-0" 6'-0" 6 o � V „ `12"ROOF OVERHANG/l 6" -J' —————————————————————————————————————— I I I I I I o I I I I I I I I 3-0 22'-8"(INT. FOUNDATION DIM) ol 23'-5"(INT. WALL DIM.) I � I O 2x4 WALL- 16"oc(TYP I Q I o o 0 N I FOUNDATION REVEAL I o cNv N z 2 CAR GARAGE Lo Lo N co I o I I N I I I I I I I I I I I I I I I o I I I I I I I I 9-0 x 8-0 OVERHEAD DR 9-0 x 8-0 OVERHEAD DR BRACKET C I I `" I 2'6"ROOF OVERHANG I `" L———————————————————————— —————————————— s° s° 6'-6" 11'-0" 6'-6" 24'-0" 25'-0" ' PETTINGER GARAGE #19 GEORGE ST., SARATOGA SPRINGS, NY PROPOSED MAIN FLOOR PLAN MARCH 26, 2025 SCALE: 1/4"= 1'-0" CONCEPTBY: Y ENGINEERING, DPC 76 WASHINGTON ST. SARATO A SPRINGS NY 12866 518/587- 1 40 tonyaygnycap.rr.com ORNING/EQUAL m1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT ARCHITECTURAL SHINGLES 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 Ilvil 1 11 IT 11 11 IT 11 11111 11111 111 Ell HIT 111 11 1111111 111 11 IT 1 11 IT 11 11 IT 11 11111 11111 111 111 V, METAL ROOFING TOP OF WALL OOD BRACKET 116"CORNER TRIM OOD CLAPBOARD SIDING o� NOMINAL I"TRIM II I I NOMINAL 10"TRIM TOP OF FOUNDATION Ll Ll Ll Ll lu lu L I 24'-0" APPROX. GRADE \\ PETTINGER GARAGE # 19 GEORGE ST., SARATOGA SPRINGS, NY PROPOSED EAST ELEVATION MARCH 26, 2025 SCALE: 1/4"= 1'-0" CONCEPT BY: Y ENGINEERING, DPC 76 WASHINGTON ST. SARATOGA SPRINGS NY 12866 518/587- 1340 tonyayanycap.rr.com RIDGE VENT TRIM FACIA 12 7 OOD CLAPBOARD SIDING TOP OF WALL WOO BRACKET "CORNER TRIM 2'-6" o� o TOP OF WINDOW NOMINAL I"TOP TRIM NOMINAL 10"BASE TRIM TOP OF FOUNDATION SLAB FLOOR 22'-0" APPROX. GRADE 12"FOUNDATION REVEAL PETT/NGER GARAGE (PAINTED) #19 GEORGE ST., SARATOGA SPRINGS, NY PROPOSED NORTH ELEVATION MARCH 26, 2025 SCALE: 114"= 1'-0" CONCEPTBY.- Y ENGINEERING, DPC 76 WASHINGTON ST. SARATOGA SPRINGS NY 12866 5181587- 1340 tonyayagnycap.rr.com IN 11 111111 111111 11 IT 11 111111 111111 111111 11 IT 11 111111 111111 111111 11 IT 11 11 IT 11 111111 1111 11 111111 11 IT 11 11 1 SHINGLES 1 11 IT 11 11 111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1 IT 11 11 11 11 IN 11 IT 11 11 111 11 IT 11 11 ITIVI -LL-L 11 11 1 11 11 11 11 11 1 11 11 11 1 11 111 /METAL ROOFING TOP OF WALL PEN END RAFTERS El TOP OF FOUNDATION APPROX. GRADE . 24'-0" ' PETTINGER GARAGE #19 GEORGE ST., SARATOGA SPRINGS, NY PROPOSED WEST ELEVATION MARCH 26, 2025 SCALE: 1/4"= 1'-0" CONCEPT BY.- Y ENGINEERING, DPC 76 WASHINGTON ST. SARATOGA SPRINGS NY 12866 518/587- 1340 tonyayagnycap.rr.com RIDGE VENT 6"TRIM 6"FACIA 12 7' WOOD CLAPBOARD SIDIN TOP OF WALL OOD 6"CORNER TRIM-,, BRACKET 2'-6" m TOP OF WINDOW o NOMINAL I"TOP TRIM NOMINAL 10"BASE TRIM,,, *LEE TOP OF FOUNDATION SLAB FLOOR APPROX. GRADE 22'-0" PETTINGER GARAGE #19 GEORGE ST., SARATOGA SPRINGS, NY PROPOSED SOUTH ELEVATION MARCH 26, 2025 SCALE: 114"= 1'-0" CONCEPTBY.- Y ENGINEERING, DPC 76 WASHINGTON ST. SARATOGA SPRINGS NY 12866 5181587- 1340 tonyaygnycap.rr.com ALIGNMENT x "�Cr,4.w¢{it" � '.'5 T 'x y �xG�,r •, C( spi sty Ilk- an f*F. ✓�j' x4" Y r 5 f wx�) y_ I �._ ►, Y WI de cd l .rv.._...,. ....�. ..a... ........... '+/� .':W.a•a+.iu>++sw#nM.1bd1+w'�, •A1 [ •ififn.. � 1 ..a�.bFth$ul`Y3K Wdtl pWw :w ... by .. n.• . 1. a AM_.a x .a•.,}+5� 4 ..�—.s^«'.}>s x—....w-, +T'F xYM*A`S^v+a,`:'S .1%fa .... .. ..� 4 _ r _. ._ COMMON SIZE GRID ...,.,..._. w �. Common sizes in four-inch increments are based on the rough - opening to simplify framing and specifying. Even-inch sizes eliminate fractions and reduce jobsite errors. A 3/4-inch (19) gap horizontally and vertically leaves room for shims, insulation ; E, and sill flashing. TE --..... . 'i sll CUSTOM SIZING m i oK All Andersen°A-Series windows and doors can be ordered VE in 1/s-inch(3)increments, providing flexibility for replacement, I m remodeling, new construction or light commercial projects. YC COMMON GLASS SETBACK .�� . A common glass setback on A-Series windows and patio doors delivers noticeably clean shadow lines both inside and out. The upper sash of double-hung windows align perfectly with casement windows, awning windows,picture windows,patio doors and transoms. T! fo Dimensions in parentheses are in millimeters. 22 A-SERIES COMPLETE ALIGNMENT f - _- Common sight lines allow you to specify any combination of window styles and still have them match and align perfectly. i i I r. fI Doubie-Hung Picture Window Casement Windows share the same sash design,grille profiles and frame ' _ -- -. depth for consistent beauty with ' classic appeal. 6'0" 6'0" EASY MATH T (1829) (1829) The A-Series window and door system MINIMUM ROUGH OPENING MINIMUM ROUGH OPENING simplifies selection and installation of multiple windows within a single rough , 2'x 2' 2 x 2' 2'x 2 2'x 2' ' 2'x 2 opening.1/4-inch (19) horizontal and (610x610) 'I (610x610) i (610x610) ! (610x610) (610x610) vertical joins keep sizing consistent no I� matter how many or what size windows -- -------i you combine. 6'0" I (610 x 1524) 2'x 2' 2'x 2' 2'x 2' (610x610) ,I (610x610) !i (610x610) (1829) 2'x3' 2'x3' i MINIMUM ROUGH OPENING (610 x 914) I (610 x 914) i li I i� I 2'x 2' i 2'x 2' 2'x 2' (610x610) (610x610) i! (610x610) 5'xl' The spacing in these illustrations is exaggerated ! (1829 x 305) for demonstration purposes. Dimensions in parentheses are in millimeters. 23 WINDOWS � r FEATURES CASEMENT&AWNING f DOUBLE-HUNG PIC p' TRA Frame Frame c i 0 Frame constructed with a wood core Frame constructed with a wood core © Frar and a Fibree composite material exterior. and a Fibrex composite material exterior. © .> Frami This construction produces a rigid frame . This construction produces a rigid frame �,' _ O and f and a low-maintenance,durable exterior. and a low-maintenance,durable exterior. "`' produ Wood members are treated with Q ,�l Wood members are treated with main a water-repellent preservative for a water-repellent preservative for Wood long-lasting'protection and performance. long-lasting"protection and performance. a wai 0 The weatherstripping system ©The dual weatherstripping system long- combines an exterior watershed design utilizes a double foam-filled design that A fac and a foam weatherstrip seal between the 0 Glass creates a pressure equalization chamber, O Glass helps sash and frame,providing a long-lasting; See page 27 for details. knocking down driving rain and delivering See page 27 for details. Avail energy-efficient barrier against wind, a long-lasting;energy-efficient barrier a trir water and dust. Hardware against wind,water and dust. Hardware allovt O A factory-applied rigid vinyl flange Smooth Control Hardware System Traditional sloped sill design. Sash Lock Burro helps seal the unit to the structure. after Available in a standard design or in Smooth operation provided by a worm gear ©For units with White exterior,exterior Fiber a trim flan a desi n(shown).The trim drive design makes opening and closing jamb liner is White.For all other exterior ,� dura g g ® almost effortless regardless of unit size, colors,the exterior jamb liner is Sandtone. flange allows for Andersen exterior Also available with an optional split-arm All double-hung windows include lower ` perfc trim surrounds to be applied in seconds operator that moves the sash away from jamb liner cover/inserts that match the pain' after window installation. the frame for easier glass cleaning(not window exterior color. pain available on all sizes).Hardware option maxi Sash 0 Afactory-applied rigid vinyl flange Traditional spoon lock design has an low- and finish must be specified.Operator ©Fiberglass construction provides handle and cover sold separately. helps seal the unit to the structure. integrated Tilt to Clean feature. Trad durable,strong and long-lasting` Available in a standard design or in performance.Finished with a Flexacron® Single-Action Casement Lock a trim flange design(shown).The trim Sash Options— ' flange allows for Andersen exterior Options— paint system.This stabilized polyester !~ •T Li paint is electrostatically applied for trim surrounds to be applied in seconds �- � L maximum protection and a lustrous, (iafter window installation.low-maintenance finish. Sash v Traditional architectural style: fiberglass construction provides•Classic chamfer detailing " durable,strong and long-lasting*•The look of mortise-and-tenon joinerySingle-action lock easily releases all performance.Finished with a Flexacron j locking points on casement,sash while paint system.This stabilized polyester — r •Tall bottom rail on casement window the reach-out action eliminates binding paint is electrostatically applied for Inte aligns with double-hung and picture when closing.The lock handle is offered maximum protection and a lustrous, Cottage Style Reverse Cottage Style Con windows for common sight lines in finishes that coordinate with your low-maintenance finish. no I 0 Natural wood interiors are treated specified hardware option. Traditional architectural style: with awater-repellent preservative for GI. Awning Sash Lock •Classic chamfer detailing long-lasting'protection and performance. See Interior stops are fastened using a Awning windows feature dual sash •The look of mortise-and-tenon joinery compression fit system so there are locks.Hardware style and finish no nail holes to fill. options are compatible with Andersen •Tall bottom rail on double-hung window casement windows to ensure aligns with casement and picture consistency in appearance when windows for common sight lines used in combination designs. ©Natural wood interiors are treated with a water-repellent preservative for long-lasting'protection and performance. Interior stops are fastened from behind so there are no nail holes to fill. * Visit andersenwindows.com/warranty for details. **Shown on 400 Series Tilt-Wash double-hung full-frame windows. "Flexacron"is a registered trademark of PPG Industries,Inc. 26 rJ Ji Z Clopay® Americas's Favorite DoorsO Your Completed Doors 1. Garage Door Canyon Ridgel]Carriage House 4-Layer-CAN213-UG Size: Windcode:* 160"x 7'0" wo Model: Design: CAN213-UG Can2-design13 Construction: Material: 4-layer 2"Intellicore0Insulation R-value 18.4 No Cladding With Clear Cypress Overlay Base Color: Overlay Color: Ultra-grain®Cypress Medium Finish Medium Finish Top Section: Glass Type: Rec13 Double Pane Clear Glass(insulated) Spring: Track Size: Coated Torsion 2"Assembled Track Type:* Mount Type: Standard Bracket Track Radius:* Lock:* Inside Slide Lock Lock Options: No Lock Hole(Std with no lock and inside slide lock optional on#1&#3