Loading...
HomeMy WebLinkAbout01 - Jan 13 2025 - PUBLIC_RedactedRichard Fon John A. Tegeder, R.A. Chairman Director of Planning TOWN OF YORKTOWN PLANNING BOARD Albert. A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone: (914) 962-6565, Fax: (914) 962-3986 PUBLIC MEETING AGENDA YORKTOWN TOWN HALL BOARD ROOM 363 Underhill Avenue, Yorktown Heights, NY 10598 v Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights January 13, 2025 7:00 PM 1. Correspondence 2. Meeting Minutes – December 23, 2024 REGULAR SESSION 3. Garden Lane Subdivision Decision Statement Location: 35.08-1-27; Old Crompond Road Contact: Garden Lane Development LLC Description: Discussion to begin clearing pursuant to approved site plan by Resolution #23-16 dated August 14, 2023. 4. Guiding Eyes for the Blind Decision Statement Location: 36.06-2-72; 3241 Crompond Road Contact: Site Design Consultants Description: Approved guide dog training facility/kennel/veterinary hospital and office space on 12.24 acres in the interchange zone by Planning Board Resolution #23-21 dated 12/4/2023. 5. Colangelo Major Subdivisison Request for Reapproval Location: 35.16-1-4; 1805 Jacob Road Contact: Site Design Consultants Description: Approved 6-lot subdivision in the R1-160 zone by Resolution #21-01, dated February 8, 2021. WORK SESSION 6. Envirogreen Associates Discussion Site Plan Location: 15.16-1-30 & 31; 1833-1875 East Main Street Contact: Site Design Consultants Description: Proposed amendment to site plan previously approved by Resolution #21-22 dated September 27, 2022. Applicant is proposing two smaller buildings, one being 6,284 sq. ft and the second being 4,100 sq. ft in place of the approved 13,278 sq. ft building. 7. Walgreens fka CVS Discussion Site Plan Location: 26.18-1-23, 25, 26; 3320 Crompond Road Contact: Cuddy & Feder Description: Proposed changes to site plan previously approved by Resolution #23-11 dated July 17, 2023. Planning Board Meeting January 13, 2025 Page 2 of 2 8. Par 3 Golf Course Discussion Amended Site Plan Location: 16.07-1-38; 795 Route 6 Contact: Matthew Behrens Architect Description: Proposed amendments to site plan previously approved by Resolution #21-30 dated December 6, 2021. 9. Town Board Referral Foothill Subdivision Location: 15.07-1-7; 3850 Foothill Street Contact: Peder Scott, P.E., R.A. Description: Requested rezone of a 16.8-acre lot in the R1-40 zone to facilitate the development of a 20- unit multi-family rental property. 10. Underhill Farms Discussion Minor Subdivision Location: 48.06-1-30; 370 Underhill Avenue Contact: Site Design Consultants Description: Proposed minor subdivision of site plan approved by Resolution #24-13 dated July 15, 2024. 11. ZBA Referral #39/24 Panbar Realty Location: 16.17-4-20, 22; 3301 & 3307 Lookout Street Contact: Panbar Realty Description: Request to combine two lots to create one single lot requiring a variance for a total amount lot area of 10,000 sq. ft where 20,000 sq. ft is required. 12. ZBA Referral #41/24 Teatown Campus Renovation Location: 69.14-1-5, 7; 1600 Spring Valley Road Contact: DTS Provident Description: Variance request regarding mandatory sprinkler system requirements for a proposed one- story, 5,920 sq. ft education building to be located north of the Teatown Nature Center. 13. Town Board Referral Chapter 280 – Water Description: Proposed local law to amend Chapter 280 entitled “Water.” Last revised: January 9, 2025 Correspondence Minutes Garden Lane Subdivision PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING STORMWATER POLLUTION PREVENTION PLAN, AND TREE PERMIT FOR THE GARDEN LANE APARTMENTS RESOLUTION NUMBER: #00-00 DATE: On motion of _________, seconded by _________, and unanimously voted in favor by Fon, LaScala, Bock, Garrigan, and Waterhouse, the following resolution was adopted: WHEREAS the property owned by Garden Lane Development, LLC is located on Garden Lane, also known as Section 35.08, Block 1, Lot 27 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”); and WHEREAS the Applicant is awaiting approval to connect to the Peekskill Sewer District from the County of Westchester, which approval has been pending for over two years; and WHEREAS the Applicant believes it will ultimately receive the necessary approval from the County of Westchester; and WHEREAS the Applicant seeks a permit to clear land and pour the foundation for purposes of the Garden Lane Development at 3848 Crompond Road; and WHEREAS the Applicant agreed, in a letter to the Town Planner dated December 18, 2024, to assume any liability associated with proceeding in the absence of approval from the County of Westchester; and WHEREAS the Applicant represented to the Town of Yorktown Planning Board at the Board’s December 23, 2024 meeting that the Applicant was willing to proceed at its own risk prior to receiving the approval from the County of Westchester; and RESOLVED the Planning Board approves a Stormwater Pollution Prevention Plan and Tree Permit to clear the land and pour the foundation pursuant to the Garden Lane Development approved site plan; and BE IT FURTHER RESOLVED that until the Applicant has obtained a site plan signed by the Planning Board Chairman, no further building permits may be acquired; and RESOLVED the Applicant, on behalf of itself, its representatives, and its agents, hereby agrees to hold harmless the Town of Yorktown and all of its departments, representatives, agents, and officers from any and all liability arising in any way from the Applicant’s decision to proceed with the project prior to receiving County of Westchester approval. The Applicant Project Name Resolution #00-00 Site Plan Approval Page 2 of 2 further agrees that, in the event said County of Westchester approval does not materialize, it will take all necessary steps, at its own expense, to reasonably return the project site to its prior condition. F:\Office\WordPerfect\Current_Projects\Garden Lane Apartments fka Hoffman - 35.08-1-27\Resolutions\Word Docs\Draft Resolution - Garden Lane Apartments - 2025-01-07.docx Guiding Eyes for the Blind PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING STORMWATER POLLUTION PREVENTION PLAN, WETLAND PERMIT, AND TREE PERMIT FOR THE GUIDING EYES FOR THE BLIND CANINE HEALTH & WELLNESS CENTER RESOLUTION NUMBER: #00-00 DATE: On motion of _________, seconded by _________, and unanimously voted in favor by Fon, LaScala, Bock, Garrigan, and Waterhouse, the following resolution was adopted: WHEREAS the property owned by Guiding Eyes for the Blind is located at 3241 Crompond Road, also known as Section 36.06, Block 2, Lot 72 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”); and WHEREAS the Site Plan has been approved by Resolution #23-21 dated December 4, 2023; and WHEREAS the Applicant is awaiting approval for the same project from the U.S. Army Corps of Engineers; and WHEREAS the Applicant believes it will ultimately receive the necessary approval from the U.S. Army Corps of Engineers; and WHEREAS the Applicant represented to the Planning Board at its December 23, 2024 meeting that they were willing to proceed with construction of the site plan, excepting the improvements that require U.S. Army Corps of Engineers approval, “at its own risk” prior to receiving said approval; and RESOLVED the Planning Board has no objections to the issuance of a building permit; and BE IT NOW RESOLVED that the Applicant, on behalf of itself, its representatives, and its agents, hereby agrees to hold harmless the Town of Yorktown and all of its departments, representatives, agents, and officers, from any and all liability arising in any way from Applicant’s decision to proceed with the project prior to receiving U.S. Army Corps of Engineers approval. Applicant further agrees that, in the event said U.S. Army Corps of Engineers approval is not granted, it will take all necessary steps, at its own expense, to reasonably return the project site to its prior condition unless Applicant applies for and receives an amended site plan approval from the Planning Board revising the project design to obviate the need for the Army Corps of Engineers permit. F:\Office\WordPerfect\Current_Projects\Guiding Eyes For The Blind\Guiding Eyes - Crompond Road\Resolutions, Extension, Permits\Word Docs\Draft Resolution - 2025-01-07.docx Colangelo Major Subdivision PLANNING BOARD TOWN OF YORKTOWN RESOLUTION REAPPROVING STORMWATER POLLUTION PREVENTION PLAN PERMIT, WETLAND PERMIT, TREE PERMIT, AND FINAL SUBDIVISION PLAT TITLED COLANGELO SUBDIVISION aka FEATHERBED PROPERTIES, INC RESOLUTION NUMBER: __-__ DATE: On the motion of Bill LaScala, seconded by Aaron Bock, and unanimously voted in favor by Fon, LaScala, Bock, Garrigan, and Phelan, the following resolution was adopted: WHEREAS, a subdivision layout entitled “Subdivision Map of Property Belonging to John Colangelo,” 2 sheets, prepared by Mastrogiacomo Engineering, P.C., dated January 21, 2021, was submitted to the Planning Board on behalf of John Colangelo (hereinafter referred to as “the Applicant”); and WHEREAS the property owned by the Applicant is located at 1805 Jacob Road, Yorktown Heights, also known as Section 35.16, Block 1, Lot 4 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”), and the applicant has represented to this board that they are the lawful owners of the land within said subdivision; and WHEREAS said subdivision plat and development plans were approved by Planning Board Resolution #21-01 on February 8, 2021; and WHEREAS said resolution expired on August 7, 2021; and WHEREAS this resolution was granted two ninety (90) day time extensions; and WHEREAS said extensions lapse on February 3, 2022; and WHEREAS said subdivision plat and development plans were reapproved by Planning Board Resolution #22-04 on January 24, 2022; and WHEREAS said resolution expired on August 2, 2022; and WHEREAS this resolution was granted two ninety (90) day time extensions; and WHEREAS said extensions lapse on January 29, 2023; and WHEREAS said subdivision plat and development plans were reapproved by Planning Board Resolution #23-01; and WHEREAS said resolution expired on July 28, 2023; and WHEREAS this resolution was granted two ninety (90) day time extensions; and WHEREAS said extensions lapse on January 24, 2024; and Colangelo Subdivision fka Featherbed Properties Resolution #23-22 Final Subdivision Reapproval Page 2 of 2 WHEREAS said subdivision plat and development plans were reapproved by Planning Board Resolution #23-22 on December 18, 2023; and WHEREAS said resolution expired on July 24, 2024; and WHEREAS this resolution was granted two ninety (90) day time extensions; and WHEREAS said extensions lapse on January 20, 2025 WHEREAS as stated in a letter from the applicant’s engineer dated December 23, 2024, no modifications have been made to the subdivision nor to any laws, regulations, or rules of any jurisdiction in the process that would impact its approval by this Board; and RESOLVED that Resolution #21-01 is hereby reapproved; and BE IT FURTHER RESOLVED that all conditions from Planning Board Resolution #21-01 remain in full effect; and BE IT FURTHER RESOLVED that this reapproval expires on July 20, 2025. Envirogreen Associates PROPOSED ENTRY FROM ADJACENT PROPERTYOOOOOOOO OOOOO O O O OO OOOOOOOO OW.L.F. 29W.L.F. 29W.L.F. 29W.L.F. 29W.L.F. 29W.L.F. 23W.L.F. 22W.L.F. 20OW.L.F. 21W.L.F. 19W.L.F. 18W.L.F. 17W.L.F. 16W.L.F. 15W.L.F. 14W.L.F. 13W.L.F. 12W.L.F. 11W.L.F. 10W.L.F. 9W.L.F. 8W.L.F. 7W.L.F. 6W.L.F. 5W.L.F. 4W.L.F. 3W.L.F. 2W.L.F. 118" C.M.P.8" P.V.C.D.M.H.TWO STORY FRAME & STUCCOn o w o r f o r m e r l y E n v i r o g r e e n A s s o c i a t e s , I n c . L i b e r 1 2 1 8 4 p a g e 3 3 4 n o w o r f o r m e r l yV i l l a g e T r a d i t i o n s, L. L. C.0.8'EBUILDINGD e e d C o n t r o l N u m b e r 4 6 0 4 1 0 5 7 6E A S T M A I N S T R E E T f o r m e r l y E M E R I C K C R A W F O R D f o r m e r l y W I L L I A M B. F I E L D, D E C E A S E D 0.5'S2 ADA SPACESEXISTINGENTRY/EXIT TOBE ABANDONED17 STANDARD SPACESEXISTING ENTRY/EXITTO BE ABANDONED17 STANDARD SPACESEXISTING ENTRY/EXITTO REMAINEXISTING PLAZA AREAEXISTING SIDEWALKFUTURE CONNECTIONEXISTING ENTRY/EXITTO REMAIN11 STANDARD SPACES14 STANDARD SPACES6 STANDARD SPACES12 S T A N D A R D S P A C E S 7 ST A N D A R D S P A C E SPROPOSED ONE STORYRETAIL BUILDINGPHASE I4,100 SFFFE: 453.02 ADA SPACESLOADING AREA 6 STANDARD SPACES4 STANDARDSPACES3 STANDARD SPACESTRASH ENCLOSURELAND BANK PARKING FOR FUTUREPROPOSED CONCRETESIDEWALK (TYP)TRASH ENCLOSURER1-1R7-8P1-2R1-1R7-8P1-2R7-8R7-8P1-2R7-81 ADA SPACEPROPOSED LOADINGZONEEXISTING SIDEWALKINSTALL NEW CURBINGAND CONCRETE SIDEWALKAT CLOSED ENTRY POINTSR13-15NYS DOT TYPE 2CURB RAMP (TYP.)NYS DOT TYPE 2 CURBRAMP (TYP.)24.0'18.5'2 SPACES2 SPACESMINIMUM PAVEMENT LIMITINSTALL NEW 6" THICK CONCRETESIDEWALK ACROSS DRIVEWAY W/ STEELMESH REINFORCEMENT AND 3" TOP COVER6' CURB TRANSITION1.5%SLOPEMAXR1-11 ADA SPACER7-8P1-2DRI9ET+RU DRI9ET+RU 18.5'17.0'11.0'24.0'24.0'8.0'PROPOSED ONE STORYRETAIL BUILDINGPHASE II6,284 SFFFE: 453.0NEW SF:6,087 SFR1-1Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - SCALE: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDC:\Users\elister\Desktop\New folder\DIG SAFE LOGO_2013.tifSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comF:\2014\14-14 ENVIROGREEN ASSOCIATES INC\ENGINEERING\CAD\C3D-14-14 ENVIROGREEN ASSOCIATES INC\14-14 ENVIROGREEN TWO BLDG 12-20-24.DWG PROJECT #14-14 1" = 20' DATE: DRAWN BY: Sheet of PREPARED FOR JCR 9/19/2024 SITE PLAN Envirogreen Associates Inc. 1851 EAST MAIN STREET Town of Yorktown Westchester Co., New YorkNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY ERICK J. LINK, DATED 05/7/14, LAST REVISED06/11/14. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. AMENDED SITE LAYOUT PLAN010 2040SCALE: 1"=20'-0"2 13 1 9/13/21 REVISED BLDG FOOTPRINT 2 2-09-22 Sidewalk Revision 3 10-21-24 Two Building Plan 4 12-26-24 Two Building Plan Walgreens fka CVS 77 vapnti6uo7 sart/t Of: .*L o y;aoN anal l N9Z _ 81 9Z CQ0-/,Ozz Nr --_ ma -e" r haszp_oa 5: 4 nC spa ° a/aydsy y'I JInarFvNiNMetolctio. Mo 04/00 1l1rC ^ n rL // \ •,.. •. M . 0 U 2 I Q - I' or12It`V I I I xOnof U y Z ° I M il x ti y 44 C t ti L.. i r I i J i tiJ A. lft*,, 15, X - j lDlXn C J O a C b C ' V r x q .: ..J N~ C ..: . 'O _ 7'' ^ Oma• Z -+v.,+ Ogyjt *3C >' i` 1' / 0 C it m A c, V V sa•odS ur,00, ' ,.. rb II t E Qk o(b x 1 mi lb x of oo of o b ird AL1 Zl I 'moi \A oc6 mss lV Q x Z CEl W x ln— 5 LL r M vg v O•O Q ion N°a c S I..IV aQa [+ Pew) I I J W ai 4-) p O Q O y^ l N O 1^ lb IZZrz O O V.O-rz O q) z.Jz z v„ N r:, 3 i v ° °C l C ;pO O y' lb N: w L Qj lb W co o 3 °cam ' v o oJ ell o y`c\. N ° Ql J) Q O y, °O C V rz C W 3 lb o clbZ ' NN in lb j V.O Imo., Qui Q O l lbrZlb O O °\ O y y j •C" C°(n C o ° o J y \ C k U ° OSI Z ` Qj lb aj v U O N O .O O 4 i y -,., O V Iv Qo ° NCCi 0,N1 C RlO JOQ Oi p t,-z L Q.C3 6 j C O N O lb o C\4lb o-rZ o o N N NN q) p O Q y V h a) v o lb ° a o 0 .\ of Oh v O N 0)Lc o'io 3-t3 lb (b o, c a" o oN Z I o = w o Qj lb N. "l D O ma. rqj QQ O\ O Q O ff° O O C (fl O lb O VQ OJ Q O p.0 Q ie V N O Z N ") h 6 N rl II SZ -1-91 9Z : wl XX XX XX u0 XXX Iq Pas%o 1i/' Iq uMDJO 1-j/' Iq Pa-yoayo /lads n&s Aq Payoeyj C900f 'ON Sita/ 17/17g—SV gnOID7 ,OMOZZiI —10y— f'S00_gV •acuoN bulmDdp lMetalContoMar iMetolContoinerv 0 IOm4 c ti o. Mo 04/00 1l1rC ^ n rL // \ •,.. •. M . 0 U 2 I Q - I' o r12It`V I I I xOnof U y Z ° I M il x ti y 44 C t ti L.. i r I i J i tiJ A. lft*,, 15, X - j lDlXn C J O a C b C ' V r x q .: ..J N~ C ..: . 'O _ 7'' ^ Oma• Z -+v.,+ Ogyjt *3C >' i` 1' / 0 C it m A c, V V sa•odS ur,00, ' ,.. rb II t E Qk o(b x 1 mi lb x of oo of o b ird AL1 Zl I 'moi \A oc6 mss lV Q x Z CEl W x ln— 5 LL r M vg v O•O Q ion N°a c S I..IV aQa [+ Pew) I I J W ai 4-) p O Q O y^ l N O 1^ lb IZZrz O O V.O-rz O q) z.Jz z v„ N r:, 3 i v ° °C l C ;pO O y' lb N: w L Qj lb W co o 3 °cam ' v o oJ ell o y`c\. N ° Ql J) Q O y, °O C V rz C W 3 lb o clbZ ' NN in lb j V.O Imo., Qui Q O l lbrZlb O O °\ O y y j •C" C°(n C o ° o J y \ C k U ° OSI Z ` Qj lb aj v U O N O .O O 4 i y -,., O V Iv Qo ° NCCi 0,N1 C RlO JOQ Oi p t,-z L Q.C3 6 j C O N O lb o C\4lb o-rZ o o N N NN q) p O Q y V h a) v o lb ° a o 0 .\ of Oh v O N 0)Lc o'io 3-t3 lb (b o, c a" o oN Z I o = w o Qj lb N. "l D O ma. rqj QQ O\ O Q O ff° O O C (fl O lb O VQ OJ Q O p.0 Q ie V N O Z N ") h 6 N rl II SZ -1-91 9Z : wl XX XX XX u0 XXX Iq Pas%o 1i/' Iq uMDJO 1-j/' Iq Pa-yoayo /lads n&s Aq Payoeyj C900f 'ON Sita/ 17/17g—SV gnOID7 ,OMOZZiI —10y— f'S00_gV •acuoN bulmDdp Par 3 Golf Course November 1, 2024 Matthew Behrens Matthew Behrens Architect 25 Bedford Road Sleepy Hollow, NY 10591 Subject: Par-3 Golf Course 795 Route 6 16.07-1-38 Dear Mr. Behrens, The Planning Department has reviewed the latest submission and has the following comments: 1. Provide a lighting plan. Be sure to include cut sheets and details. 2. Show the location of the maintenance garage called out in the parking table. 3. Show the portable restrooms. 4. Provide the parking capacity for on-street parking adjacent to the property. 5. Submit a parking calculation based on the required parking for a restaurant use. See Section 300-182A(5). This submission will be placed on the November 4, 2024, Planning Board meeting agenda. Please be sure to have a representative attend the meeting. Sincerely, Ian Richey Assistant Planner Town Board Ref. Foothill Street Subdivision A R C H I T E C T U R E * E N G I N E E R I N G * S I T E P L A N N I N G F:\Office\WordPerfect\Current_Projects\Foothill Street Subdivision - 15.07-1-7\Plans, Submissions\Submission - 2024-12- 18\Ltr.PB.Comparative Analysis.doc P.W. Scott Engineering & Architecture, P.C. www.pwscott.com 3871 Danbury Rd (Route 6) (845) 278-2110 Brewster, NY 10509 December 12, 2024 Richard Fon, Chairmen Town of Yorktown Planning Board Yorktown Town Hall 363 Underhill Avenue Yorktown Heights, NY 10598 Re: 3850 Foothill Street Dear Chairman and Board Members, It is our pleasure to submit the Comparative Analysis for development options of the 16.8 acre parcel on Foothill Street. The property is within the R1-40 zone, which permits a 7-lot subdivision, referred to as the Residential Project. The location of the property across from the Solar Farm and the various site constraints has led the applicant to pursue a more efficient design to eliminate the suburban sprawl across the property. This in the form of an apartment alternative, in this case 20 units referred to as the Multi-family Project. The study attached designs both projects, including grading, stormwater management and architectural components. The Residential Project is presented on drawing SY1 with a town road and individual driveways extending to house locations. Individual subsurface septic system and public water serve each lot. The project meets the regulations within the R1-40 zone. The drainage Overlay D2A is presented in a 11x17 format for technical review with the Existing Condition Overlay D1. The drainage meets the requirements of NYSDEC treatment in the form of an off-line Bio-retention Basin. The Multi-family alternative is presented on drawing SY1A with the units located centrally along the lower edge of the property. The development concept is to connect to the sewer lines to the east through a pump station on site with public water service. The project provides 2 parking spaces per unit plus 5 visitor and handicapped parking spaces. The drainage Overlay D2B is presented in a 11x17 format for technical review. The drainage meets the requirements of NYSDEC treatment in the form of an off-line Infiltration Basin and a Treatment Swale. The plan also includes an emergency accessway extending from Foothill Street to the end of the common driveway. The reduced footprint for this alternative provides additional space for 0.40 acres of planted buffers and additional green spaces. The neighbors to the north, above this project, also have the benefit of twice the amount of open space where original forest area shall remain. Street lighting has been proposed facing the building or shielded with the tree buffers. The dumpster enclosures and other amenities have not been provided for clarity. Architectural plans were submitted at previous meetings and are attached in 11x17 format for reference. A photographic representation of the buildings of a similar project completed in New A R C H I T E C T U R E * E N G I N E E R I N G * S I T E P L A N N I N G F:\Office\WordPerfect\Current_Projects\Foothill Street Subdivision - 15.07-1-7\Plans, Submissions\Submission - 2024-12- 18\Ltr.PB.Comparative Analysis.doc Fairfield, CT is also provided for reference. These unit floor plans are flexible for flat and step grade sites. At the presentation, full-size plans will be presented for further review. Drawing SY2 has been provided to compare the two concepts with a parameter list for review. An additional text is provided dealing with concepts that are not readily clear in a tabular context. This can be discussed at the next meeting. Please review the plans submitted. It is our wish that the Board share in our opinion that the site is better served with the Multi-family concept and that a positive referral is provided to the Town Board for a rezoning. With regards, Peder Scott Peder W. Scott, P.E., R.A. President 1 FOOTHILL SUBDIVISION STORMWATER MANAGEMENT REPORT COMPARATIVE ANALYSIS Pre-Development Post-Development: R1-40 (7) Lots Post-Development: Multi-Family (20) Units Prepared By: Peder W. Scott, P.E., R.A. P.W. Scott Engineering & Architecture, P.C. 3871 Danbury Road (Route 6) Brewster, NY 10509 December 10, 2024 2 3850 Foothill Street Development Town of Yorktown, NY TABLE OF CONTENTS i. General Project Description ii. Existing Conditions iii. Proposed Conditions – Residential & Multi-family iv. Storm Event I. PRE-EXISTING CONDITIONS Watershed Descriptions & Quantities Pre & Post Development Discharge Rate Treatment Analysis at Analysis Point A RRv & RRv imp II. POST-DEVELOPMENT ANALYSIS -Residential Watershed Descriptions & Quantities Pre & Post Development Discharge Rate Treatment Analysis at Analysis Point A RRv & RRv imp III. POST-DEVELOPMENT ANALYSIS -Multi-family Watershed Descriptions & Quantities Pre & Post Development Discharge Rate Treatment Analysis at Analysis Point A RRv & RRv imp IV. COMPONENT DESIGN SYSNOPSIS- separate cover Appendices Appendix A: Pre-Development Watershed Watershed Computer Outputs Appendix BR: Post-Development Watershed-residential Watershed Computer Outputs Appendix CR: Stormwater Management Structures Appendix BR: Post-Development Watershed-residential Watershed Computer Outputs Appendix CR: Stormwater Management Structures Appendix D: Figures Figure D1: Soils Map Figure D2: NYSDEC Mapper 3 Project Description The following is an analysis of the stormwater management systems proposed for the 3850 Foothill Street project; Tax Map 15.07-1-7; 16.80 acres There are two proposals for the property consisting of a conforming 7 lot R1 -40 zoning development and an alternative 20 unit multi-family project. The analysis presented is for the design of the two alternatives to meet the NYSDEC and NYCDEP regulations for stormwater attenuation and treatment for the first flush of each project. The analysis is completed u sing the TR-55 Pondpack computer modeling with proposed watersheds prepared on Drainage Overlays attached to this study. The report details the compliant treatment options for each proposal. Existing Condition The site is a large wooded site with a NYSDEC Wetland located on the west side of the lot. There are remnants of a single-family site including a house, garage and pool located on the west side and a dam(opened) on the east side. A watercourse extends along the east side within the confines of the wetland and extends through the dam to a culver beneath Foothill Street, extending to the south.. The soils within the site consist of class B soils along the street frontage, class D soils within the wetland and C soils on the upper reaches of the site. These are depicted on the drainage overlays per the NRCS soil program and are listed below. SOIL TYPES SYMBOL SOIL NAME Hydraulic Soil Group NoA Natcham & Catden Mucks - Rends 0- 2% D Pnb Paxton Fine Sandy Loam 3-8% C PnD Paxton Fine Sandy Loam 15%-25% C Sh Sun loam C/D SuB Sutton Loam - 3-8% B LeB Leicester Loam 3-8% D CHE Charlton Loam - 25-35% B CIF Charlton Loam - 35-45% B FF Frequently flooded D The existing site is depicted on the Pre-Development Plan with 2-foot topography. The overall site watershed is detailed using the topographic mapping. The total watersheds are required to determine the existing and proposed drainage structures receiving these flows. The watershed 4 map prepared depicts the watershed areas that drain to the west to the existing culverts Analysis Points A and to the wetlands to the east, at the culvert beneath Foothill Street, Analysis Point B. The drainage analysis determines the pre and post runoff to the Analysis Points. The analysis considers the total watersheds and the respective runoff paths for determination of Travel Times. The resulting watersheds at each Analysis point are determined for the Pre-development conditions for all the NYSDEC (Extreme precipitation) regulated Storm Events. Runoff from the site is estimated using TR-55 method. The PondPack computer program developed by Haestad Methods is used for computing runoff hydrographs for the denoted Pre-development condition. Please refer to the Pre-Development Drainage Analysis and Pre- Development Drainage Overlays, Figure 1.0, (drawing D1). Proposed Condition- Residential Development The proposed subdivision consists of a town road of 650 lineal feet with a cul-de-sac and 7 house sites located along the roadway. The houses are served by municipal water and individual septic systems proposed is 3000 sf areas. The typical development of a subdivision includes lawns in the front of the houses, concrete walkways, paved driveways and lawns along the shoulder of the proposed roadway. The remainder of the site remains woods, as noted by the edge of tree line provided and brush cover in areas where there are steep slopes and no trees. This includes most of the septic areas which are not mowed consistently. These coverages are provided in Excel worksheets for each watershed attached in the report. The Proposed treatment is an off-line Bio-retention basin, with a splitter box to divert the flow through a ADS Barracuda Hydro-dynamic separator and the main flow to a non BMP detention basin at the entrance to the site. The soils are Charlton which means there may be some infiltration into the detention basin, this is not considered on this analysis. Runoff from the site is estimated using TR-55 method. The PondPack computer program developed by Haestad Methods is used for computing runoff hydrographs for the denoted Post Development Condition. Please refer to the Post Development Drainage Analysis and Post Development Drainage Overlays, Figure 2.0, Drawing D2. Proposed Condition- Multi-Family Development The proposed subdivision consists of a private road of 650 lineal feet 20 units sites located along the roadway. The houses are served by municipal water and municipal sewer extension located to the east of the site. A pump station is required, the flow is gravity from the units with a pump over a high-point to the east of the driveway. The typical development of a site plan includes lawns in the front of the units, concrete walkways, paved driveways and parking and lawns along the shoulder of the proposed roadway. The remainder of the site remains woods, as noted by the edge of tree line provided and brush cover in areas where there are steep slopes and no trees. These coverages are provided in Excel worksheets for each watershed attached in the report. The Proposed treatment is an off-line Infiltration basin, with a splitter box to divert the flow through a ADS Barracuda Hydro-dynamic separator and the main flow to a non BMP detention 5 basin at the entrance to the site. The soils are Charlton which means there may be some infiltration in the detention basin, this is not considered on this analysis. Runoff from the site is estimated using TR-55 method. The PondPack computer program developed by Haestad Methods is used for computing runoff hydrographs for the denoted Post Development Condition. Please refer to the Post Development Drainage Analysis and Post Development Drainage Overlays, Figure 3.0, Drawing D3. Storm Events The analysis is based upon the NRCC Storm Flows determined from the location of 101 Main Street Extreme Precipitation Tables, utilizing the event. The rain fall values are as follows, with the NRCC printout in the Appendix: 1-year 2.74 inch/24hrs 2-year 3.34 inch/24hrs. 10-year 5.04 inch/24hrs 100-year 9.15 inch/24hrs I. PRE-DEVELOPMENT ANALYSIS WATERSHED DESCRIPTIONS & QUANTITIES The Pre-Development watershed areas are listed as follows. Please also refer to the Pre-Development Drainage Overlay. The site is modeled at one drainage analysis point with each watershed below draining as noted below. Computer Input: WATERSHED # AREA CN Tc HOUR Tt HOUR ANALYSIS POINT EX1 10.28 54.5 .236 0.0 Point A EX2 6.52 73.6 0.226 0.0 Point B Total = 16.80 Acres to Point A and B, the acreage of the lot. Refer to the tabular worksheets, Tc calculations and storm event hydrographs, for the above listed watershed areas in Appendix A. TREATMENT ANALYSIS WQv Analysis The following is the WQv analysis for the various alternatives. WQv = {(P)(Rv)(A)}/12 Where P = 90% Rainfall = 1.2 inches Where I = Percent of Impervious Cover Reference Limit of Disturbance: Disturbed Area Existing Site Condition to Point A Pre-development 1. WQv analysis 6 P= 1.4 inches Area = 10.28 acres Impervious Area = 0.02 acres I = 0.2% Rv = 0.05 + 0.009 I Rv = 0.0518 WQv = {(1.4)(.0518)(10.28)} / 12 = .062 Acre Feet 2A. RRv – Runoff Reduction Volume RRv = {(P)Rv* Ai }/12 Ai = (S) Aic = Total impervious area = 0.02 acres RRv Based upon B/C Class: S = 0.45 Rv* (impervious) = .05 + 0.009 (R) = 0.95 RRv = 1.4 (0.95) (0.45) (0.02) / 12 = 0.0010 acre-feet 2B. 1-Year Storm Event Calculation P = 2.74(NRCC) Volume = .104 acre-ft = 4530 cf No treatment on site II. POST-DEVELOPMENT ANALYSIS -Residential WATERSHED DESCRIPTIONS & QUANTITIES The Post-Development Watersheds are listed as follows. Please also refer to the Post-Development Watershed Plan, and the tabular worksheets, Tc calculations and storm event hydrographs, for the watershed areas listed below in Appendix B. Computer Input: Model Analysis Point A WATERSHED # AREA CN Tc HOUR Tt HOUR ANALYSIS POINT WSR1 7.82 69.3 .210 0.1 Point A WSR2 2.46 58.9 .149 0.1 Point A Total = 10.28 Acres to Point A. The flow to Analysis Point B remains unchanged. PRE & POST DEVELOPMENT DISCHARGE RATE The Pre & Post Discharges are listed as follows: Analysis Point A 1 YR 10 YR 100 YR PRE 0.75 6.87 30.55 POST 0.31 6.52 30.53 NET -.044 -0.35 -.02 % -60% -5.1% -0.5% NYSDEC Attenuation Requirements A) 1 Year Storm Event – Channel Protection Reduce by 50% from pre-development levels Attenuation level met. 7 B) 10 Year Storm Event – Overbank Control Attenuate to below Pre-Development Levels C) 100 Year Storm Event – Extreme Flood Control Attenuate to below Pre-Development Levels. TREATMENT ANALYSIS Proposed Site Condition to Point A: Single Family Project(7 lots) Post-development 1. WQv analysis P= 1.4 inches Area = 7.82 acres Impervious Area = 1.16 acres I = 14.8% Rv = 0.05 + 0.009 I Rv = 0.183 WQv = {(1.4)(.183)(7.82)} / 12 = 0.167 Acre Feet 2A. RRv – Runoff Reduction Volume RRv = {(P)Rv* Ai }/12 Ai = (S) Aic = Total impervious area = 1.16 acres RRv Based upon B/C Class: S = 0.45 Rv* (impervious) = .05 + 0.009 (R) = 0.95 RRv = 1.4 (0.95) (0.45) (1.16) / 12 = 0.057acre-feet 2B. 1-Year Storm Event Calculation P = 2.74(NRCC) Volume = .356 acre-ft = 15,300 cf 3. Green Practices A. Roof water is collected by stormwater leaders to collection piping.` B. ADS Hydrodynamic separator treats first flush C. Bio-retention Basin, Off-line treats the first flush(1 year) D. Lot Perimeter areas and wetland remain untouched with wood cover 4. WQv REDUCTION ANALYSIS Note: Bio-retention is 90% size of Af. WS # Treatment Type Soil Class Efficiency WQv RRv Reduction 1 Bio-retention B 40% 0.356(90%) 0.128 acre-feet Total: 0.288 acre-feet The treatment exceeds RRv min. of 0.057 acre-feet and is totally treated through filtration. III. POST-DEVELOPMENT ANALYSIS -Multi-family WATERSHED DESCRIPTIONS & QUANTITIES 8 The Post-Development Watersheds are listed as follows. Please also refer to the Post-Development Watershed Plan, and the tabular worksheets, Tc calculations and storm event hydrographs, for the watershed areas listed below in Appendix B. Computer Input: Model Analysis Point A WATERSHED # AREA CN Tc HOUR Tt HOUR ANALYSIS POINT WS1M 7.40 71.5 .207 0.1 Point A WS2M 1.67 56.9 .136 0.0 Point A WS3M 1.21 70.0 .149 0.1 Point A Total = 10.28 Acres to Point A. The flow to Analysis Point B remains unchanged. PRE & POST DEVELOPMENT DISCHARGE RATE Comparison at Analysis Point A The Pre & Post Discharges are listed as follows: Analysis Point A 1 YR 10 YR 100 YR PRE 0.75 6.87 30.55 POST 0.58 4.90 29.60 NET -0.17 -1.97 -0.95 % -22% -29% -3.1% NYSDEC Attenuation Requirements D) 1 Year Storm Event – Channel Protection Reduce by 50% from pre-development levels Attenuation level not met due to large areas undisturbed. E) 10 Year Storm Event – Overbank Control Attenuate to below Pre-Development Levels F) 100 Year Storm Event – Extreme Flood Control Attenuate to below Pre-Development Levels. TREATMENT ANALYSIS Proposed Site Condition to Point A: Multi-Family Post-development: includes WS 1 &2, WS3 is undisturbed 1. WQv analysis P= 1.4 inches Area = 9.07 acres Impervious Area = 1.14 acres I = 12.5% Rv = 0.05 + 0.009 I Rv = 0.117 WQv = {(1.4)(.117)(9.07)} / 12 = 0.123 Acre Feet 2A. RRv – Runoff Reduction Volume RRv = {(P)Rv* Ai }/12 9 Ai = (S) Aic = Total impervious area = 1.14 acres RRv Based upon B Class: S = 0.40 Rv* (impervious) = .05 + 0.009 (R) = 0.95 RRv = 1.4 (0.95) (0.40) (1.14) / 12 = 0.050 acre-feet 2B. 1-Year Storm Event Calculation P = 2.74(NRCC) Volume = .416 acre-ft = 18120 cf 3. Green Practices A. Roof water is collected by stormwater leaders to collection piping. B. (2) ADS Hydrodynamic separator treats first flush C. Offline discharge to Quality Swale in front yard- pre-treatment D. Infiltration Basin, Off-line treats the first flush(1 year) E. Large percentage of the Lot Perimeter areas and wetland remain untouched with wood cover 4. WQv REDUCTION ANALYSIS Entire First Flush Volume is collected in the Infiltration Basin WS # Treatment Type Soil Class Efficiency WQv RRv Reduction 1 Water quality swale B 20% .393 .0786 acre-feet 2 Infiltration-direct B 90% .024 .0216 acre-ft Swale infiltration B 80%(90%) .393 0.283 acre-feet Total: 0.383 acre-ft The treatment exceeds RRv min. of 0.050 acre-feet and is totally treated through infiltration. The Individual Stormwater Component Design Outlines for each project are provided in a separate package for Town engineer review. 10 COMPONENT DESIGN ANALYSIS- Residential Project SPLITTER BOX DESIGN The splitter boxes consist of the entrance pipe, discharge pipe to offline practice and weir plate with a top set at the top of the 1 year headwater for the diverter plate. Each splitter box is first analyzed to determine the headwater height for the 1 year storm event, then the depth above the plate is calculated for the 10 and 100 year storm events based upon inlet control of the diverter pipe and weir flow. This height is determined on an iterative basis in the Excell Worksheet provided in the drainage report, based upon entrance flow only. This data is then entered into the Pond Pack model where the diverter pipe and weir are simultaneously applied during the basin routing to complete the same analysis as the worksheet, defining the flow to the BMP and overflow across the weir for each storm event. SYSTEM DESIGN DESCRIPTION: Splitter Box #1 Rim: 362.5 Pipe out(6”) Inv: 360.0, Slope ).5% Pipe out(12”) Inv: 358.0 Overflow weir: 360.70 X 3’ wide steel plate. Splitter calculations (CFS) Year Storm 1 2 10 100 Weir flow: 0 0.11 0.49 1.44 Pipe Flow(6”) 0.57 0.61 0.68 0.78 The computer program provides the flow under category: weir Flow & cultic detention flow in Note: Stored Volume elevations within the cultic units are less than weir elevation, no back flow. DETENTION BASIN RESIDENTIAL SYSTEM DESIGN DESCRIPTION: Open basin, 2 on 1 side slopes, fence along perimeter THIS IS NOT A TREATMENT BMP DESIGN TYPE: DETENTION STRUCTURE HYDROGRAPH NAME; IN: CULTEC DETENTION (1, 2, 10, 100) OUT: CULTEC DETENTION (1, 2, 10, 100) 1) BASIN GEOMETRY: CULTEC RECHARGER MODEL 330 XLHD BOTTOM: UNIT INV: 357.0 WITH SAND BASE @356.0 TOP OF STRUCTURE: 30.5” 11 WIDTH EACH UNIT: 52” + 12” SAND COVER TOTAL SYSTEM: 147 lf (consisting of 21 units) 3 ROWS OF 7/ROW @ 5.0’ ON CENTER CAPACITY IS: 2207 CF. 2) OUTLET STRUCTURES: TYPE: CONCRETE MANHOLE WITH WEIR PLATE RIM ELEVATION: 360.5 x 3’ wide Emergency only 3) HYDRAULIC ROUTING STANDARD STORMS: Storm Event Input (CFS) Discharge (CFS) Elevation 1 Year 0.0 0.0 356.0 10 Year 0.11 0.0 356.28 25 Year 0.49 0.0 357.38 100 Year 1.44 1.02 360.23 BIO-RETENTION DESIGN- RESIDENTIAL Bio-Retention Sizing Calculations The discharge to the Bio-Retention is the diverted flow from WS1. Area collected: 7.82 acres P=1.4 Area Impervious = 1.16 acre WQV = 0.167 acre-ft= 7272 cf Required Bio-retention geometry Af = (WQV) df / [(k) (hf + df) (tf)] df = 2.0 feet For using Mulch & sand mixture k = 1.0 f t/ day Bioretention values in 2022 NYSDEC Manual hf = 0.50 feet tf = 2.0 days *Using Wood chips and sand mixture Af = WQv (.40) = 6200 sf Provided: 5600 sf (332 contour) Volume = 75% WQv = 4650 cf The basin is routed for the 1, 10 and 100 year storm events with an infiltration rate of 0.5 inch /hour based upon k value.The first flush is 100% contained in the basin. Larger storms will discharge through the outlet structure to drainage on Foothill Street. Refer to Appendix M for geometry and the sizing of anti-seep collars. System Design Description This is a treatment BMP 12 Soil Test: DT-BR3 basin moved lower down Existing grade at Soil Deep Test: 516.0 Depth to restricted layer: 3.5’ to seep Grade at bio-retention – 515.5 Water at 511.5 Design Type: Bio-Retention Basin Hydrograph Name: Bio-Retention In (1, 2, 10, 100) Bio-Retention Out (1, 2, 10, 100) 1) Basin Geometry: 3,942 sf area at top Excavated at 3/1 Slope: 519 to 577.5 Top of Berm: 519.0 Total System Capacity: 0.114 acre-ft 2) Outlet Structures: Type: 15” HDPE Riser Rim Elev: 518.50 Note: Underdrain in place: Discharge to Level Spreader 3) Storage Confirmation Note: 1-year discharge is 0.0 cfs 4) Water Table Depth: Top of Berm: 519.0; top of Filter: 517.5 Bottom of Filter: 3.0 deep = 514.5 Bottom of Gravel: 12” = 513.5 Distance to Water Table: 513.5 – 511.5 = 2.0 ft Anti-Seep Collars – 12”  Pipe @ 16% Ls = y (z + 4) [1 + Pipe Slope ] .25 – Pipe Slope = 1.5 (3 + 4) [1 + .16 ] = 34.5 .07 Use 2 collars = 4.0 x 4.0 (@10.0’ o.c.) Anti-Seep Collars – 8”  Pipe @ 0.5% under drain Ls = y (z + 4) [1 + Pipe Slope ] .25 – Pipe Slope = 1.5 (3 + 4) [1 + .005 ] = 11 .245 Use 2 collars = 3.5 x 3.5 (@ 10.0’ o.c.) Emergency Outlet Weir – Bio Retention Basin Peak Input from Splitter 100-Year = 2.05 cfs Capacity of 15” riser – head 1.5 ft = 6.5 cfs- no emerg weir required 13 Bio-Retention Routing Flow In Flow Out Peak Elevation Storage 1-Year 1.35 0.08 518.24 .051 10-Year 1.50 0.80 518.65 .083 100-Year 1.63 1.44 518.74 .091 *Note: 1.0 in/hr infiltration applied Riparian Buffers There are two buffers on the property. The west side of the project is not collected and remains undisturbed. This tree covered area drains to the neighbor below. The lower house sites have septic systems area which are not collected by any treatment structures. The flow extends across the septic areas and brush buffer areas before discharging through a stone wall along Foothill Street and the street gutters. There is no impervious cover in this watershed and treatment is satisfied by the brush cover across this area. 14 COMPONENT DESIGN ANALYSIS- Multi-family Project SPLITTER BOX DESIGN The splitter boxes consist of the entrance pipe, discharge pipe to offline practice and weir plate with a top set at the top of the 1 year headwater for the diverter plate. Each splitter box is first analyzed to determine the headwater height for the 1 year storm event, then the depth above the plate is calculated for the 10 and 100 year storm events based upon inlet control of the diverter pipe and weir flow. This height is determined on an iterative basis in the Excell Worksheet provided in the drainage report, based upon entrance flow only. This data is then entered into the Pond Pack model where the diverter pipe and weir are simultaneously applied during the basin routing to complete the same analysis as the worksheet, defining the flow to the BMP and overflow across the weir for each storm event. SYSTEM DESIGN DESCRIPTION: Splitter Box #2 Rim: 362.5 Pipe out(6”) Inv: 360.0, Slope ).5% Pipe out(12”) Inv: 358.0 Overflow weir: 360.70 X 3’ wide steel plate. Splitter calculations (CFS) Year Storm 1 2 10 100 Weir flow: 0 0.11 0.49 1.44 Pipe Flow(6”) 0.57 0.61 0.68 0.78 The computer program provides the flow under category: weir Flow & cultic detention flow in Note: Stored Volume elevations within the cultic units are less than weir elevation, no back flow. DETENTION BASIN multi-family THIS IS NOT A TREATMENT BMP SOIL TEST COMPLETED BY SOIL TESTING THROUGH THE USE OF A 2” BORING DRILL AT THE LOCATIONS NOTED ON THE PLANS. EXISTING GRADE AT SOIL DEEP TEST: 362.0 Tests indicate sand to depths of 20 feet with no evidence of water or mottling. Refer to detail sheet #: SY2 DESIGN TYPE: DETENTION STRUCTURE HYDROGRAPH NAME; IN: CULTEC DETENTION (1, 2, 10, 100) OUT: CULTEC DETENTION (1, 2, 10, 100) 15 1) BASIN GEOMETRY: CULTEC RECHARGER MODEL 330 XLHD BOTTOM: UNIT INV: 357.0 WITH SAND BASE @356.0 TOP OF STRUCTURE: 30.5” WIDTH EACH UNIT: 52” + 12” SAND COVER TOTAL SYSTEM: 147 lf (consisting of 21 units) 3 ROWS OF 7/ROW @ 5.0’ ON CENTER CAPACITY IS: 2207 CF. 2) OUTLET STRUCTURES: TYPE: CONCRETE MANHOLE WITH WEIR PLATE RIM ELEVATION: 360.5 x 3’ wide Emergency only 3) HYDRAULIC ROUTING STANDARD STORMS: Storm Event Input (CFS) Discharge (CFS) Elevation 1 Year 0.0 0.0 356.0 10 Year 0.11 0.0 356.28 25 Year 0.49 0.0 357.38 100 Year 1.44 1.02 360.23 INFILTRATION BASIN multi-family SYSTEM DESIGN DESCRIPTION: OPEN BASIN WITH PRE-TREAT WITH ADS HYD SEPARATOR THIS IS A TREATMENT BMP SOIL TEST COMPLETED BY SOIL TESTING THROUGH THE USE OF A 2” BORING DRILL AT THE LOCATIONS NOTED ON THE PLANS. EXISTING GRADE AT SOIL DEEP TEST: 362.0 Tests indicate sand to depths of 20 feet with no evidence of water or mottling. Refer to detail sheet #: SY2 DESIGN TYPE: INFILTRATION STRUCTURE HYDROGRAPH NAME; IN: CULTEC INFILTRATOR (1, 2, 10, 100) OUT: CULTEC INFILTRATOR (1, 2, 10, 100) 1) BASIN GEOMETRY: CULTEC RECHARGER MODEL 330 XLHD BOTTOM: UNIT INV: 357.0 WITH SAND BASE @356.0 TOP OF STRUCTURE: 30.5” 16 WIDTH EACH UNIT: 52” + 12” SAND COVER TOTAL SYSTEM: 84 lf (consisting of 21 units) 2 ROWS OF 6/ROW @ 5.0’ ON CENTER CAPACITY IS: 1294 CF. 2) OUTLET STRUCTURES: TYPE: CONCRETE MANHOLE WITH WEIR PLATE RIM ELEVATION: 360.5 x 3’ wide Emergency only 3) HYDRAULIC ROUTING STANDARD STORMS: Storm Event Input (CFS) Discharge (CFS) Elevation 1 Year 0.57 0 360.08 2 Year 0.61 0.03 360.51 10 Year 0.68 0.46 360.63 100 Year 0.78 0.78 360.70 INFILTRATION RATE: 2.5”/ HOUR (50%) OF DETERMINED PERCOLATION RATE SYSTEM DESIGN DESCRIPTION: Detention Contec Units SYSTEM DESIGN DESCRIPTION: Level Spreader, flow from Cultec Detention system The flows from the cultic units are(cfs): Storm event Yr 1 10 100 Discharge Flow: 0.0 0.0 1.02 The concrete level spreader is sized to keep the I year flow under 2” in depth. The concrete level spreader is sized to keep the flow under the flow depth for the 100 year storm\ on a brush slope with a CN of 48 with P = 8.8 inch results in a flow depth of 2.51 inch. Weir Flow: Q = CLH 3/2 (Set C = 2.7) L reg’d = 3.5 feet Set L = 10.0’ H = 1.3 inches Elevation @: 354.0 V. VEGETATED SWALE ANALYSIS (Chapter 5) Length = 200 lf Slope = 1.5% Flow Area: Roof Greenhouses III & IV: 28,160 sf Brush Strip: 200 (20’ including swale) Refer to Appendix B CN = 1,000 / [10 + 5P + 10Q – 10 (Q2 + 1.25 QP) ½ ] P = 1-Year Storm = 2.77 inches QWV = Runoff volume inches = (P90) Rv or (P1-year ) Rv (water quality event) 17 Watershed : 32,700 sf = 0.75 acres = .0012 sq miles I = 86% Rv = .05 + .009I = 0.824 Qwv = 2.77 (.824) = 2.28 inches CN = 95.6 Using equation above S = 1,000/CN -10 = .45 Ia = .2 (S) = .09 Ia/P = .009/2.77 = .032 Refer to SCS Type III Unit Peak Discharge Chart Tc Swale Flow as follows: = .1 hr. qv = 650 csm / inch Qwq = qv (A) Qwv = 650 (.0012) (2.28) = 1.77 cfs This is under 4.0 cfs with a 4 ft wide bottom/3 on 1 sides and 1.5% slope & 1.77 cfs Depth 4” N = (Figure L1) = .15 Velocity = .60 fps Capacity Analysis Sizing - Rationale – 10-Year Storm Area = .64 acre Roof C =.98 .11 acre Brush C =.16 C (Class C Soils) = .85 I 10-Year = 170 /tc + 23 Q = CiA = 3.20 cfs With FlowMaster – 4’ bottom / 3 on 1 side slopes / Depth 12” / Slope 1.5% N (Figure: L-1) = .11 Flow Depth: 7” (overall depth 14”) Velocity = 0.72 fps Safely passes 10-year Storm Time of Travel: 200’ / .60 fps = 5.6 min. (with multiple roof leader discharge points at 100’ o.c. time greater than 5.0 min. achieved) Yr Storm event: 1 2 10 100 Swale in cfs: 1.37 1.78 3.01 5.90 Treatment achieved as a green practice. V. PIPING ANALYSIS Limited to the connector pipes for the Infiltration and Detention Piping Pipe max flow = Splitter input: 2.22 cfs. From the splittter box: flow to the infiltration System is 0.78 cfs for the 100 year storm. From the splitter box, the flow to the detention System is 1.44 cfs for the 100 year storm. Connector piping is 12” at 1% min slope has a full capacity of 3.83 cfs which meets the peak flow. SP1 BREWSTER, NY 10509 845-278-2110ENGINEERING & ARCHITECTURE, P.C.3871 ROUTE 6P. W. SCOTTSY1SUBDIVISION FEASIBILITY PLANTHESE DRAWINGS ARE THE SOLE PROPERTY OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C. AND WILLNOT BE REPRODUCED BY ANY MEANS AND BE GIVEN TO ANY OTHER TRADES/PERSONS WITHOUT THEEXPRESS PERMISSION OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C.NOTE: DO NOT SCALE DRAWINGSDIMENSIONS SUPERCEDE SCALER1-40 RESIDENTAIL 6 UNITS6 UNITS4 UNITS4 UNITSBREWSTER, NY 10509 845-278-2110ENGINEERING & ARCHITECTURE, P.C.3871 ROUTE 6P. W. SCOTTSY1ATHESE DRAWINGS ARE THE SOLE PROPERTY OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C. AND WILLNOT BE REPRODUCED BY ANY MEANS AND BE GIVEN TO ANY OTHER TRADES/PERSONS WITHOUT THEEXPRESS PERMISSION OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C.NOTE: DO NOT SCALE DRAWINGSDIMENSIONS SUPERCEDE SCALEMULTI-FAMILY 20 units 6 UNITS6 UNITS4 UNITS4 UNITSBREWSTER, NY 10509 845-278-2110ENGINEERING & ARCHITECTURE, P.C.3871 ROUTE 6P. W. SCOTTSY2THESE DRAWINGS ARE THE SOLE PROPERTY OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C. AND WILLNOT BE REPRODUCED BY ANY MEANS AND BE GIVEN TO ANY OTHER TRADES/PERSONS WITHOUT THEEXPRESS PERMISSION OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C.NOTE: DO NOT SCALE DRAWINGSDIMENSIONS SUPERCEDE SCALEPROJECT COMPARISONR1-40 RESIDENTAILMULTI-FAMILY 20 units FIRST FLOOR PLANS2SECOND FLOOR PLANS1 REAR ELEVATION - ONLY 4-UNITS BLGS FACE FOOTHILL ROAD2FRONT ELEVATION - FACING PARKING 1 SuBSHPnDCiFSuBChEPnDPnBNdAFf ChECiFChE SuBPnDPnDNdALeB CiFPnDChBSHSuB SHBREWSTER, NY 10509 845-278-2110ENGINEERING & ARCHITECTURE, P.C.3871 ROUTE 6P. W. SCOTTD1THESE DRAWINGS ARE THE SOLE PROPERTY OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C. AND WILLNOT BE REPRODUCED BY ANY MEANS AND BE GIVEN TO ANY OTHER TRADES/PERSONS WITHOUT THEEXPRESS PERMISSION OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C.NOTE: DO NOT SCALE DRAWINGSDIMENSIONS SUPERCEDE SCALEPRE-DEVELOPMENT DRAINAGE OVERLAY SP1 SHPnDCiFSuBChEPnDPnBNdAFf ChECiFChE SuBPnDPnDNdALeB CiFPnDBREWSTER, NY 10509 845-278-2110ENGINEERING & ARCHITECTURE, P.C.3871 ROUTE 6P. W. SCOTTD2APOST-DEVELOPMENT DRAINAGE OVERLAYRESIDENTIALTHESE DRAWINGS ARE THE SOLE PROPERTY OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C. AND WILLNOT BE REPRODUCED BY ANY MEANS AND BE GIVEN TO ANY OTHER TRADES/PERSONS WITHOUT THEEXPRESS PERMISSION OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C.NOTE: DO NOT SCALE DRAWINGSDIMENSIONS SUPERCEDE SCALE 6 UNITS6 UNITS4 UNITS4 UNITSSHCiFSuBChEPnDPnBNdAFf ChECiFChE SuBPnDPnDNdALeB CiFPnDBREWSTER, NY 10509 845-278-2110ENGINEERING & ARCHITECTURE, P.C.3871 ROUTE 6P. W. SCOTTD2BTHESE DRAWINGS ARE THE SOLE PROPERTY OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C. AND WILLNOT BE REPRODUCED BY ANY MEANS AND BE GIVEN TO ANY OTHER TRADES/PERSONS WITHOUT THEEXPRESS PERMISSION OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C.NOTE: DO NOT SCALE DRAWINGSDIMENSIONS SUPERCEDE SCALEMULTI-FAMILYPOST-DEVELOPMENT DRAINAGE OVERLAY BREWSTER, NY 10509 845-278-2110ENGINEERING & ARCHITECTURE, P.C.3871 ROUTE 6P. W. SCOTTPHTHESE DRAWINGS ARE THE SOLE PROPERTY OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C. AND WILLNOT BE REPRODUCED BY ANY MEANS AND BE GIVEN TO ANY OTHER TRADES/PERSONS WITHOUT THEEXPRESS PERMISSION OF P.W. SCOTT ENGINEERING AND ARCHITECTS, P.C.NOTE: DO NOT SCALE DRAWINGSDIMENSIONS SUPERCEDE SCALE Underhill Farms SSSSSSSSSSSSSSSSSSSSSSSSTHIS IS R0X FOR R01ADVANCE COPYPRINTEDBADEY & WATSONJanuary 9, 2025Surveying & Engineering, D.P.C.__________________________________________________________________JENNIFER W REAP50389STA TE OF NEW YORKLICENSED LAND SURVEYOREXCELSIOR Civil Engineers Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251 F Underhill Avenue Yorktown Heights, NY 10598 (914) 962-4488 Fax (914) 962-7386email sdc@cloud9.net ZBA Ref. Panbar Realty John A. Tegeder, R.A. Ed Lachterman Director of Planning Town Supervisor TOWN OF YORKTOWN PLANNING DEPARTMENT Albert A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone (914) 962-6565, Fax (914) 962-3986 Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights To: Planning Board From: Planning Department Date: January 10, 2025 Subject: ZBA Referral #39/24 SBL: 16.17-4-20 & 22 ____________________________________________________________________________________ The Applicant is requesting a variance to combine two 5,000 square foot lots to create a new 10,000 square foot lot, where 20,000 is required in the R1-10 zone. Currently the two 5,000 square foot lots contain septic systems for two adjacent existing homes each on 10,000 square foot lots. Both septic systems would be abandoned to create the new lot and all three single-family homes would be connected to the sewer system. See attached map. The result of the requested variance will be one additional new residence on a substandard lot. Approval of this application may also create additional required variances for the existing homes as they currently contain 15,000 square feet when combined with their respective septic system lots, but would only be 10,000 square feet each without those lots. Respectfully submitted, Ian Richey Assistant Planner RECEIVED 1+;v' Zoning Board .of Appe ceTownofYorktownwww.yorktownny.org nPr VT Building J7 1 own Hall, 363 Underhill Avenue, Yorktown t leights, NY 10598 TOWN 1-el.(914)962..-5722 ext.2-33 Fax(914)962-1731 E mail: building@yorktownny.org OF Y RKTOWN NY application for a Zoning Variance Please legibly complete all lines on the application)- Office use only i Application#: Z Fee Paid: l Date:cY Received b A total of 6 copies of the following are to be submitted to the I.egal Assistant Application Form Notice of Denial A survey map or plot plan showing all existing and proposed buildings and structures All data relating to the variance Please check with the Building Department to determine if you need to fill out an Environmental Assessment form* F<:e of $210.00 Date: All items (1-9) must be completed 1. Address of Subject Property: C 57q 2. Premises located on the Ll`-1 5T side of 4^p oc j l North South,Fast,West) Street, Road Drive) near Q 7 L A VP3. Section _ P_Block Lote r 4. Date the title of premise was acquired by the applicant J --`y'l a CU I 5. The same premises isnow improved with a Type of Building 6. The Variance Requested isasfollows: ino(n) ~'\--\zoning district. 7. 'FelephonoNumber(Home) 8. F.-mail J 0. Address ofApp|ioan1/ }vvner Name of Applicant (please print) Sig ature 6fA plicantJ Date Name of Owner (if not applicant) Signature 06ww nZ Date Z PROPOSED PROJECT Properties at 3301 & 3307 Lookout Street both have their septic systems on a 50x100 lot behind their properties, both fronting on Hollywood Street. We propose to abandon the septic systems, then tie the two homes on Lookout Street into the Town sewer system. At this point, we would like to merge the two 50x100 lots to create a 100x100 lot on Hollywood to build a single-family home on. LETTER OF AUTHORIZATION DATED: May 8, 2023 RE: AUthori7atIon to Panbar Obtvtt,LLC,as contract vendee To the Town of Yorktown Town Board,Planning Board, Zoning Board, all town officials: We, the undersigned, the owners of the respective properties appearing below are signatures hereon,are hereby authorizing the Panbar.l; t me, LLC,as contract vendee, to appear before the Yorktown Town Board, Yorktown Planning'Board,the Yorktown Zoning Board, and any other boards and town officials to make applications to facilitate subdivisions of portion of our respective properties which are to be merged into a separate lot. Panbar t OnP„ LLC is a contract vendee pursuant to a certain Contract of Sale,dated October 26, 2020,by and between the said contract vendee and John J. Marone,Rita L. Marone and Mauricio Cadavid The authorization granted hereunder will expire on June 30, 2025. JNVi J.Maron Mauricio Cadavid 33(17 Lookout Street 3301 Lookout Street Mohegan Lake,NY 10547 Mohegan Lake,NY 10571 Rita L.Marone 3307 Lookout Street Mohegan Lake,NY 10547 se•. own of Yorktown Bgildin6q Department Ff E Town{call,3 Under ill Avenue, orktown Hells NY 10598 Qnin9 erel.(914)962-5/22 ext.233 Fax 91d)962••1731 Dara Of Appeal Notice of Denial OCT 0 20243 s Off1C nn To: ,John Barile Date: October 8, 202T4'W/V pF yOR Regarding: New Single Family Dwelling KTD IV /Vy Name of Applicant- John & Rita Marone Location of Proposed Use/ Development: Lookout St Tax#: Section: Block: Lot(s): 16.17-4.-2.0&22 Type of Application: Building Permit (X) Special Use Permit () Type of Proposed Use: ( } Other Zoning District: R1-10 Please Take Notice that your application is denied on the following grounds: This is an application to combine two (2) lots to create: one (1) single lot that will require a variance for total amount lot area of 10,000 sgUare feet where 20,000 square feet is require: as per section 300-21 and Appendix A of the Town Zoning Code. Please Take Further Notice that it is the right of the property owner or his/her authorized representative to appeal this determination to the Town of Yorktown Zoning Board of Appeals by applying for a use variance, area variance, or interpretation of the applicable section of local law. Appeals applications are available at the Building Department and at the Town web site at t Assistant Building Inspector Steven Fraietta LOCATION MAP NOT TO SCALE NOTE: 1. THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY NAME OF SURVEYOR, DATED XX/XX/XX, LAST REVISED XX/XX/XX. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. IZX::.. rr , X U \( 0/ + 531 2 A i j m sza.s 3NSN015 525,7 iv 4.3 oaKDe 52kdI. r S 86 / 5' 00" E\ y x 5 a_s S U z 11 Azaa / 00.00'' m z zU 74xu I / o oI O O I oz CO O qtgI r r < f IJT CD Q j w E I O N lcmNJn 1 1 s rn $ v SMPROPOSED 1' PPER WATER SERt?!Gg _ j I I Sv o1 iM l 3N I I ED 4 w Ipko N 86' 75' '00"W v + / b c N IX510.0 f Iib O b r a SUTF & coNCRETE WALK A1_1 PROPDSED4' PVC H-r$E SEWER, o ` 32.8 10 FT SEWER EASEMENT L8" 9+0 m II i + ( 0.0' LO' L+— S PRovosED a' Pt C EWER I: — o ` •^ W0LS$ -- —_-5+ HOUSE S - J IX -- I PROPosED a— L Ii+L _ l PIP HOUSE SEWER!} D0-4--------------- s w i CO v- v, < n ,00'00/ I a z i1 ,00;51 099 Q) -I.," m '!'Corn -Vinyl NE U1 I o, n s I I I SITE DATA: OWNER/DEVELOPER: PROJECT LOCATION EXISTING TOWN ZONING: PROPOSED USE: TOWN TAX MAP DATA: SITE AREA: SEWAGE FACILITIES: WATER FACILITIES: PANBAR REALTY, LLC 361 ROUTE 6 MAHOPAC, NY, 10541 HOLLYWOOD STREET YORKTOWN, NY, R1-10, ONE -FAMILY RESIDENTIAL CLASS, DESCRIPTION 16.17-4-20,16.17-4-22 10,000 SF PUBLIC SEWERS PUBLIC WATER FACILITIES RECEIVED Zoning Board of Appeals Office OCT 3 0 2024 TOWN OF YORKTOWN, NY 0 5 10 20 s . SCALE: 1"=10'-O" SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE Bil m1AOu98 nW NYfldtfl.l Code Rule 153 myulow no less Vann—king days nohw, but not more 9,onm. do, non., tlg !ly wyo,kcmn a, MN U O a iON 00 P. u1r F- 0 0000 y Mo c r•M y O V Cd a O A> O cd w U N 0000 U w N j I'D z fvq, CA N p UI I N Q 1:4 Z6 W C II 3 rA MN 0000 W W l H r O U1 n Z z rA rA 0 C) a w a o 0 H N a O 505 DISTANCE ALONG BASELINE'(FT) SWWR SERVICE LOT 6-1 VERT. SCALE: 1" = 4 HORIZ. SCALE: 1 20 525 515 4" PVC SDR 35--," 529+00 0+50 1+00 DISTANCE ALONG BASELINE (FT) 520 SWWR SERVICE LOT 6 VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 20 Z O 515 \ Q V - \ \ Wss J LU 510 _ Ss SS 4" PVC SDR 35 ssl ct JO M O WM M C N r': T W Lc) LC) LO M M N 0+00 0+50 1+00 1+46.73 DISTANCE ALONG BASELINE'(FT) SWWR SERVICE LOT 6-1 VERT. SCALE: 1" = 4 HORIZ. SCALE: 1 20 525 515 4" PVC SDR 35--," 529+00 0+50 1+00 DISTANCE ALONG BASELINE (FT) 520 SWWR SERVICE LOT 6 VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 20 Z O 515 \ Q V - \ \ Wss J LU 510 _ Ss SS 4" PVC SDR 35 ssl C) 505 a Nt w 0606 rO O Lo toL0LO W Lc) Ito 0+00 0+50 0+58.87 M 500 C) 00 aw MN 4T WMMM N r O O II rV rn o0 0+00 0+50 1+00 1+50 1+70.01 P DISTANCE ALONG BASELINE (FT) c i W SWWRSERVICE LOT 6 E. U a VERT. SCALE: 1" = 4 A o HORIZ. SCALE:" 1" '= 20 Q a I------ FINISHED GRADE 6" DIA. PVC THREADED CAP AT GRADE y ° o a ° aa 6" DIA. PVC SDR -35 I p a I L_— -- ---4 ACCESS FRAME & COVER PATTERN NUMBER i MIN 6" THICK CONCRETE 4153 AS MANUFACTURED BY CAMPBELL PAD TO EXTEND MIN. 12" FOUNDRY COMPANY OR APPROVED EQUAL I ACCESS FRAME OUND ALL ES OF 10" PAVEMENT 2 6" x 8"0 W" BRANCH 8" DIA. PVC SDR -35 b — CAPPED END SEE PLAN FORINVERT FLOW 8" DIA. PVC SDR35 SEWER CLEANOUT DETAIL AT GRADE 6" DIA. PVC THREADED CAP 6"- 314" CRUSHED STONE UNDISTURBED EARTH ACCESS FRAME & COVER DETAIL FOR CLEANOUT UNDER PAVEMENT NOTES: 1. Clean -outs shall be spaced at minimum 50 ft intervals and/or at all changes in vertical and horizontal alignment. 2. All fittings to be white H.D. As manufactured by GPK Products Inc. or approved equal. GRAVITY SEWER LATERAL CLEAN-OUT DETAIL NOTE: 1. THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY NAME OF SURVEYOR, DATED XX/XX/XX, LAST REVISED XX/XX/XX. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. NOT TO SCALE PROPOSED 4"0 PVC SDR -35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION 4'0 WYE BRANCH SIZED TO FIT MAINLINE PROPOSED SANITARY SEWER MAIN FLOW III FLOW SLOPE 0.4% MIN PLAN FT UNDISTURBED OR COMPACTED EARTH _ PROPOSED SANITARY SEWER MAIN NOTES: 1. Provide cleanouts as required (see detail). 2. Contractor to follow manufacture's installation guide. 3. The contractor shall be responsible for protecting all persons during construction from harm in accordance with all applicable codes, rules & regulations, standards and good practices. 4. Contractor to notify town of Cortiandt 48 hours in advance for trench inspection. 5. All fittings to be white H.D. as manufactured by GPK Products Inc. or approved equal. 6. For backfilling requirements of sewer service see "Sewer Main/Sewer Service Trench Detail". 6" MIN. BED OF 314" WASHED GRAVEL OR CRUSHED STONE UNDER SEWER SERVICE LINE AND ABOVE PIPE 30° OR 45° BEND PROPOSED 4"0 PVC SDR -35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION (2.0%- MIN. PITCH) 4"0 WYE BRANCH SIZED TO FIT MAIN LINE 314" WASHED GRAVEL OR CRUSHED STONE ALL AROUND SECTION S -x SEWER CONNECTION TO PROPOSED MAIN -LINE DETAIL NOT TO SCALE DISTANCE ALONG BASELINE (FT) SWWR SERVICE LOT 6-3 VERT. SCALE: 1 °' = 4 HORIZ. SCALE: 1" = 20 EXISTING SEWER ASSUME DEPTH) PERMANENT PAVEMENT 12" TEMPORARY PAVEMENT 12" TRENCH WIDTH) FINISHED GRADE SAW CUT PAVEMENT Qa" a a a 1 2" ASPHALT CONCRETE TOP COURSE -TYPE 6F NYSDOT ITEM NO. 403.1701 TACK COAT EXPOSED EDGES, (TYP). 4" ASPHALT CONCRETE TRENCH WIDTH _ BINDER COURSE - TYPE 3 APPROVED BACKFILL NYSDOT ITEM NO. 403.13 MATERIAL , COMPACTED SUBBASE COURSE NYSDOT ITEM 304.05 NOTE: 1. Pavement layer thickness shown are minimum values and shall match existing if greater. R -X ROADWAY PAVEMENT REPLACEMENT DETAIL NOT TO SCALE i C) 00 aw w Ch U) FF F- F rt O II rV rn o0 UA 75 3 Con P c i W ai C) E. U a A o 00 Q a V•p a i C) 00 z Mw FF F- F 0 O II s, o0 UA 75 3 Con P c i W ai C) Y Oeti A Y 00 V•p a I.I. wg U o' Hi 00 A R 4 e y W N Y U d w I tn N If C) z Mw FF F- F 0 II o0 UA 3 Con c i ai C) p 0 A w 00 If SAFE DIG Before You Dig, Drill or Blast! ChLL 115 TOLL FREE 811 m1A MU9 7862 NY lntlustrial Code ..ff.requrasnoleaseft. Mm wadtlnB Gaya notira, Wt..t.. rqMainrendaysnotice. u/ a aareya","rwk°om WO C) z Mw FF F- F 0 II o0 UA 3 Con i ai C) p a A a 00 SAFE DIG Before You Dig, Drill or Blast! ChLL 115 TOLL FREE 811 m1A MU9 7862 NY lntlustrial Code ..ff.requrasnoleaseft. Mm wadtlnB Gaya notira, Wt..t.. rqMainrendaysnotice. u/ a aareya","rwk°om WO z r 1. V FF F- F 0 3 QUA i ai C) j a Mw a a o o' Hi SAFE DIG Before You Dig, Drill or Blast! ChLL 115 TOLL FREE 811 m1A MU9 7862 NY lntlustrial Code ..ff.requrasnoleaseft. Mm wadtlnB Gaya notira, Wt..t.. rqMainrendaysnotice. u/ a aareya","rwk°om WO ZBA Ref. Teatown Campus Renovation RECE/VEp Zoning BoaTownofYorktownwww. orktownn .or rcd of qppae ice Building Department Town Hall, 363 Underhill Avenue, Yorktown Heights, NY 10598 DEC 5 2014 Tel. (914)962-5722 ext.233 Fax(914)962-1731 Email: building@yorktownrroW N of YDRKTDwN,Application for a Zoning Variance NY Please legibly complete all lines on the application) Office use only Application#: Fee Paid: ` Date: ?i LJReceived by: Azk A total of 6 copies of the following are to be submitted to the Legal Assistant: Application Form Notice of Denial A survey map or plot plan showing all existing and proposed buildings and structures All data relating to the variance Please check with the Building Department to determine if you need to fill out an Environmental Assessment Form Fee of$210.00 Date: December 5, 2024 All items (1-9) must be completed 1. Premises located on the North side of Spring Valley Road North,South,East,West) Street, Road, Drive) near west of Blinn Road 2. Section 69.14 Block 1 Lot 5, 7 3. Date the title of premise was acquired by the applicant 1966, 1971 4. The same premises is now improved with a Carriage House, Maintenance Barn Type of Building or Structure) 1 5. The Variance Requested is as follows: Appeal from the Yorktown Chapter 130-2 mandatory sprinkler system requirement for a proposed one-story, 5,920 sf Education Building to be located north of the Teatown Nature Center. Per 130-2F, the grounds for such an appeal include that such a system is"unnecessary, in light of viable alternatives which meet the intended objective of this more-stringent Article I." See attached 12/04/24 nARCHITECTS memo for the building description and plans outlining all the alternative fire protection measures and devices proposed.in a(n)R1-200 zoning district. 6. Telephone Number(Home) 914 762-2912 Work) 914 762-2912 7. Email 8. Address of Subject Property: 1600 Spring Valley Road Ossining, New York 10562 9. Address of Applicant/Owner: 1600 Spring Valley Road Ossining, New York 10562 A- Alan Sorkin, Managing Director 12/4/2024 Name of Applicant (please print) Signature of Applicant Date Name of Owner (If not applicant) Signature of Owner Date 2 cc pL'1'Ott+7. f /_}17iwi +, Town of Yorktown Buildino DepartmeSnt Town Hall,3 Under ill Avenue, orktown Hei hts NY 10598 Tel. (914)962-5722 ext.233 Fax 91d)962-1731 Notice of Appeal To: Alan Sorkin Date: December 6, 2024 Regarding: Appeal of Town Code Section 130-2A(9) required fire sprinkler system Name of Applicant: Teatown Lake Reservation Location of Proposed Use/ Development: 1600 Spring Valley Rd Tax#: Section: Block: Lot(s): 69.14-1-5,7 Type of Application: Building Permit () Special Use Permit () Type of Proposed Use: ( ) Other (X) Appeal of Town Code Zoning District: R1-200 Please Take Notice that your application is referred to Zoning Board of Appeals on the following grounds: The applicant is seeking a variance from Yorktown Town Code 130-2A(9) mandatory use of sprinkler system as to not to install the required fire sprinklers in a proposed new building to be constructed for educational use on said property. Please Take Further Notice that it is the right of the property owner or his/her authorized representative to appeal this determination to the Town of Yorktown Zoning Board of Appeals by applying for a use variance, area variance, or interpretation of the applicable section of local law. Appeals applications are available at the Building Department and at the Town web site at www.Vorktownny.org. Assistant Building Inspector Steven Fraietta N DTS Provident Design Engineering, LLP Andrew V.Tung,ASLA, Esq., LEED AP DTS - PROVIDENT One North Broadway Gerhard M.Schwalbe, P.E. Intelligent Land Use White Plains, NY 10601 Charles'Carl ito' Holt, P.E., PTOE P:914.428.0010 Brian Dempsey, P.E., PTOE, RSP1 F:914.428.0017 www.dtsprovident.com December 5, 2024 By Hand DeliverX Chairman John Meisterich and RECEIVED_ Members of the Zoning Board of Appeals zoning Board o Appealspeals Ce Yorktown Town Hall 363 Underhill Avenue DEC 0 5 2024 Yorktown Heights,NY 10598 TOWN OF YORKTOWN, NY Re: Teatown Lake Reservation Parcels 69.14-1-5 and 69.14-1-7 1600 Spring Valley Road Dear Chairman Meisterich and Members of the Board: This firm serves as planning and civil engineering consultant for Teatown Lake Reservation Teatown") for its site plan approval and associated applications currently before the Yorktown Planning Board for proposed campus renovations at the Teatown Nature Center. The project includes renovations to the Nature Center and construction of a new education building,outdoor learning spaces, a new access drive and other site improvements'. The proposed education building will be a one-story building with classrooms and support spaces located north of the Nature Center building on the site of a to-be relocated maintenance barn. A new internal drive from the north will provide direct access to the building for school buses,cars, and emergency vehicles. See Existing Conditions and Proposed Site Plan diagrams attached. This application to the ZBA is an appeal form the Yorktown Chapter 130-2 mandatory sprinkler system requirement for new buildings classified as Education Croup E, as will be the Teatown education building. Per section 130-2F, the grounds for an appeal include that such a system is unnecessary,in light of viable alternatives which meet the intended objective of this more-stringent Article 1." All site plan application and associated materials are available for reference at https://www.yorktownny. ovZplanningL/teatown-lake-reservation-campus-renovation. t DTS - PROVIDENT Intelligent Land Use Chairman Meisterich and Members of the Zoning Board of Appeals December 5,2024 Re: Teatown Lake Reservation Page 2 Enclosed for the Board's review in support of this appeal are the following: Completed Variance Application Form Teatown Lake Reservation Existing Conditions and Proposed Site Plan diagrams 12/4/24 memorandum and plans from nARCHYTECTS, the project architect,describing the proposed building and alternative fire protection measures and devices Short Environmental Assessment Form Application check for$210. We respectfully request that this application be placed on the Board's December 12, 2024,agenda for commencement of review. Thank you for your consideration,and we look forward to meeting with the Board to discuss the application in greater detail. Very truly yours, DTS Provident Design Engineering,LLP ma N Andrew V. Tung,ASLA,Esq.,LEED AP Principal Enclosures cc: Alan Sorkin D. Riesel E. Bunge Asst. Building&Fire Inspector Edward Kolisz Town Planner Robyn Steinberg Short Environmental Assessment Form Part I -Project Informa tonEiVED oning Board of Appeals Office Instructions for Comaletint! DEC 0 5 2024 Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subj t t h[[ e ' o Wle'>ie,rt 1 based on information currently available. If additional research or investigation would be ndil f H re m ase answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Teatown Lake Reservation Project Location(describe,and attach a location map): 1600 Spring Valley Road,Ossining,NY(Town of Yorktown) Brief Description of Proposed Action: Teatown Lake Reservation campus renovation project,to include the Nature Center,a new Education Building,and adjoining areas north and south of Spring Valley Road. Name of Applicant or Sponsor:Telephone: 914 762-2912 Teatown Lake Reservation E-Mail: Address: 1600 Spring Valley Road City/PO:State: Zip Code: Ossining NY 10562 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Planning Board-Special Use Permit,Site Plan Approval,Wetland Permit,Tree Permit. WC DOH-Sanitary Disposal,Water Supply 3. a.Total acreage of the site of the proposed action?131.5 acres b.Total acreage to be physically disturbed? 6 acres c.Total acreage(project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 1,000 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: Urban Rural(non-agriculture) Industrial Commercial Q Residential(suburban) Forest Agriculture Aquatic 21 Other(Specify): Nature preserve Parkland Page 1 of 3 SEAF 2019 S. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? 0 NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES It'Yes, identify: County&State park lands(per EAF Mapper) 1:1 Fv NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed E]action? nature trails)21 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: See attached architectural description 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Existing private well Z 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the 1:1CommissioneroftheNYSOfficeofParks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? 0 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody?E]— IfIf Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: Shoreline Forest Agricultural/grasslands 21 Early mid-successional Z Wetland Urban Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? Z b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: on-site stormwater management facilities and surface water 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO Yl S or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YFS completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Teatown Lake Reservation Date: 12/5/24 Signature: Title: Planning Consultant,DTS Provident PRINT FORM Page 3 of 3 Town of Yorktown 1788 363 Underhill Avenue, Yorktown Heights, NY 10598 Tel: 914-962-5722 ext.233 PRF- Application No.41/24 Parcel Address:1600 SPRING VALLEY RD. Master SBL:69.14-1-6 RECIEPT Paver Name: DTS PROVIDENT DESIGN ENGINEERING, Date: 12/05/2024 LLP Address: Type: ZONING VARIANCE OSSINING, NY 10562 Date Fee Type Pay Type Amount Payer Zoning Variance Check 2356 210.00 DTS 12/05/2024 PROVIDENT DESIGN ENGINEERING, LLP TOTAL PAID: $210.00 I ]) II II II II II II II II l 11 This is a receiptfor application fees. It is not a building permit. 363 Underhill Avenue Yorktown Heights, NY 10598 nARCHITECTS 68 Jay Street #317 Brooklyn NY 11201 718 260 0845 narchitects.com MEMO: December 4, 2024 PROJECT Teatown Lake Reservation TO Andrew Tung, DTS Provident CC Alan Sorkin and Kevin Carter, Teatown Lake Reservation; Daniel Riesel, Sive]PagetIRiesel; Eileen Kuster-Collins and Kate Nanke-Porco,JDA FROM Eric Bunge, nARCHITECTS RE Teatown Lake Reservation - Education Center Variance Application Dear Andrew: As per Chapter 130-2 of the Yorktown General Legislation Standards, it is our understanding that new Education Center proposed at Teatown Lake Reservation is subject to the mandatory use of a sprinkler system based upon the proposed use and occupancy of the building: Educational Group E (per NYS BC 305.1) and Storage Group S-1 (per NYS BC 311.2) as classified by Chapter 3 of the NYS Fire Prevention and NYS Building Codes. In accordance with Ch 130-2-E, Teatown Lake Reservation is filing an appeal with the Zoning Board of Appeals from this local code requirement on the grounds of Ch 130-2- F.4: Impediment to the intended objective of the regulation, and Ch 130-2-F.5: Unnecessary, in light of viable alternatives which meet the intended objective of this more-stringent Article I. Following up on our meeting with representatives of the Yorktown Bureau of Fire Prevention on November 4, 2024, we herein present more detailed information regarding the Education Center building's design and life safety features and seek the review and consideration of this information. Summary• Article I of Yorktown Chapter 130, Building Construction and Fire Protection, is reproduced herein as Exhibit A. Section 130-1 accepts the applicability of the New York State Uniform Fire Prevention and Building Code, while Section 130-2 requires the mandatory use of a sprinkler system for any buildings constructed within the Town falling under certain use groups. Paragraph 130-21F outlines permitted grounds for an appeal from such a requirement, including but not limited to F(5): that such a system is Unnecessary, in light of viable alternatives which meet the intended objective of the more-stringent Article I." The design of the building contains those viable alternatives. 2 /7 nARCHITECTS j Although, Article I does not expressly state an intended objective beside the sprinkler system requirement, we understand that the generally accepted objectives of a sprinkler system are to protect life, reduce danger to firefighters, and protect property. As set out within this memo, a sprinkler system is unnecessary because the Education Center building has been designed to meet those objectives: The Education Center is a modest single-story, 5,920sf building with a non- combustible structure. All building materials and features meet and, in most cases, exceed the requirements of the New York State Building Codes. All exposed building materials are class A- fire resistant with little or no smoke development The layout of the building interior provides immediate egress from all spaces accessed by the public and student visitors. The building includes a fire alarm system that both alerts occupants and notifies the local fire department. Fire extinguishers have been included throughout. Further,to ensure the ongoing safety of Teatown's campus, including the new Education Center,Teatown contracts Hudson Valley Fire Inc. to regularly inspect and maintain life-safety equipment, including exit signage, emergency lighting, and fire extinguishers. Finally, although the design of the Education Center meets the objectives, preliminary conversations with the Bureau of Fire Prevention and a critical review of the project have led to the following additions to further meet the objectives of Article I: Upgraded gypsum board to a higher grade of fire resistance Improved egress by formally designating all swing doors as exits Added fire extinguishers in each classroom The improvements have been incorporated into the project documentation and are further described below. Expanding on the above, this memo intends to demonstrate that an active, water-based sprinkler system required under Section 130-2 is "unnecessary in light of viable alternatives which meet the intended objectives of the more stringent Article" within the meaning of Article 130-2F(5). General Site Information: The proposed new Education Center at Teatown Lake Reservation is meant to separate general visitor and school group experiences by providing Teatown's educators with a dedicated building for visiting students and camp groups. The proposed siting of the new Education Center is in a location currently used for parking and maintenance, meaning that it is both relatively flat and clear of trees and other vegetation. Additionally, a new drive and drop-off loop is proposed, extending from the existing Blinn Road Parking Lot, providing a safe location for bus loading & unloading and emergency vehicle access directly to the front of the new building. 3/7 nARCHITECTS General Building Information: As mentioned above, the Education Center's Occupancy Group and Classification is: Group E: Education Group S-1: Moderate-Hazard Storage Per the requirements of NYS BC 508.3, the building is considered mixed-use with nonseparated occupancies, meaning that no fire separation is required between spaces. The building is classified as Construction Type II-B, unprotected, non-combustible (per NYS BC 602.2) with a primary structure of composite concrete on steel roof deck supported by steel columns and beams. Proposed as a single-story, 14' high, non- sprinklered building with a gross enclosed area of 5,920 sf, the Education Center is well within the area and height limitations of NYS BC Chapter 5, as demonstrated by the tables included below: Allowable Building Height (per BC Table 504.3): OCCUPANCY ALLOWABLE HEIGHT PROPOSED HEIGHT E, S 55'14'-6" Allowable Number of Stories above Grade Plane (per BC Table 504.4): OCCUPANCY ALLOWABLE STORIES PROPOSED HIGHEST STORY E, S-1 2 1 1 Allowable Building Area Determination (per BC Table 506.2): OCCUPANCY ALLOWABLE AREA PROPOSED AREA E 14,500 SF S-1 17,500 SF 5,920 SF Additionally, Chapter 9 of the NYS BD, Fire Protection and Life Safety Systems, section 903.2.3 clearly describes several considerations that trigger the requirement for an automatic sprinkler system for Group E occupancies: F]903.2.3 Group E An automatic sprinkler system shall be provided for Group E occupancies as follows: 1. Throughout all Group E fire areas greater than 12,000 square feet(1115 m2)in area. As a 5,920sf building, the Education Center is less than half the 12,000sf area threshold. 2. The Group E fire area is located on a floor other than a level of exit discharge serving such occupancies. As a single-story building, the Group E fire area of the Education Center is located on the same level of exit discharge. 3. The Group E fire area has on occupant load of 300 or more. The total occupant load of the fire area is 185 persons, and the total occupant load of the building, including exterior space, is 299 persons. 4/7 nARCHITECTS Materials - Fire Resistance: As Construction Type II-B, there are no fire-resistance rating requirements for building elements (per NYS BC Table 601) nor for exterior walls based on fire separation distance per NYS BC Table 602). Though there are no fire separation requirements based on the NYS BC, safety was carefully considered in all design decisions. The Education Center interior utilizes multiple layers of 5/8" Firecode or Type-X (UL Type SCX) Gypsum Board, which provides fire protection while maximizing acoustic separation between spaces. As tested by UL Solutions, a global independent safety science company, the interior wall assemblies in the Education Center have a 1-hour fire resistance rating, except at the partition separating Classrooms 2 & 3, where the assembly has a 2-hr fire resistance rating (per UL U419; see Exhibit B attached). Fire resistance was also a key consideration in the interior finish selection. As such, the interior finish classification requirements are met or exceeded throughout (per BC Table 803.13): NONSPRINKLERED Interior exit stairways Corridors & enclosure Rooms and GROUP & ramps and exit for exit access passageways stairways and ramps enclosed spaces Required Proposed Required Proposed Required Proposed E A A B A C A S-1 B A B A C A Finish materials include: gypsum board or ceramic tile at walls; gypsum board, metal deck, or acoustic wood wool panels at ceilings; polished concrete slab-on-grade at floor. All of these finishes are Class A finishes according to the ASTM E84 standard, meaning that they provide the best possible material fire protection with the lowest flame spread index of 0-25 (the rate at which flame will spread over the surface of a material) and the lowest smoke developed index of 0-450 (the concentration of smoke a material emits as it burns). The steel metal deck, concrete slab, and ceramic tile are commonly known as non- combustible materials with a flame spread index = 0 and a smoke developed index = 0. Firecode Gypsum Board has a flame spread index = 15 and a smoke developed index = 0 see Exhibit C attached). Acoustic wood wool has a flame spread Index = 0 and a smoke developed Index = 0 (see Exhibit D attached). It is our professional opinion that the materials chosen for the Education Center contribute to the safety of the building, both for daily occupants, as well as for fire fighters and first responders who would be called to address a fire situation. Egress: The Education Center design is meant to maximize physical and visual connection of the interior to exterior. This is accomplished by having swing doors from every common area and classroom, as well as large, 6' wide sliding doors from all classrooms and the multi-purpose space. 5/7 nARCHITECTS The proposed building layout includes two primary entrances located on opposite sides of the building which serve as egress doors (Exit A & B), in addition to the secondary exit doors located at each classroom and the multi-purpose space (Exits C, D, E & F). In total these exit doors provide a total width of 256", which could support egress for 1,280 persons (0.2" per occupant). In reality, the total proposed occupancy of the Education Center is 185 persons, requiring only 37" total width at egress doors, so the provided exits far surpass the minimum. Exit A is the main entrance to the building, serving school groups arriving to the campus from the Blinn Road drop-off. The Exit A door width is 68" with an available egress capacity of 340 occupants. Exit B is a secondary entrance to the building, serving educators or camp /school groups arriving from the Teatown campus. The Exit B door width is 36" with an available egress capacity of 180 occupants. Secondary Exits C, D, E & F at the classrooms and the multi-purpose space each have a width 38" with an available egress capacity of 190 occupants. These exit doors, as well as adjacent large, glass sliding doors, each exit directly outside to a wood deck along the west side of the building. Egress calculations for Occupancy Groups E & S-1 (per BC Chapter 10): MAX MAX MAX DEAD CORRIDOR EXTERIOR DOOR TRAVEL COMMON END WIDTHS WIDTHS DISTANCE PATH OF CORRIDOR TRAVEL Req. or Max. 200' 75' 20' 44" 180 x 0.2=36" total Provided 75' 33' n/a 62" min. 68"+36"+4(38") 256"total Fire Extinguishers: Two fire extinguisher cabinets are proposed to be located in highly visible areas near each primary exit door. Additionally, a fire extinguisher will also be provided with each classroom. The furthest point from the nearest extinguisher is under 50'. Fire Alarm: The Education Building is protected by a manual addressable fire alarm system that activates an occupant notification system throughout the building and central station communications. In practice this means that when the fire alarm system is triggered, whether by a smoke detector or a manual pull station (initiating devices), the notification devices will be triggered (horn/strobes, strobes). In addition, a signal will be sent to the fire alarm control panel, which will then dial out to a central station. The central station will then notify the local fire department for response to the building address. Manual pull stations are located within 5' of each egress door, and smoke detectors are ceiling mounted in all common and public spaces, classrooms, and the mechanical 6/7 nARCHITECTS room. Combination horn/strobe units are mounted in all common and public areas, classrooms, and employee work areas, and strobes are mounted in all other spaces. An Emergency Responder Radio Coverage system (ERRCS) is also provided per NYS BC Section 918. The fire alarm control panel and ERRCS amplifier are located with the Mechanical Room near the main entrance. Fire Safety Maintenance &Continued Compliance: As an education center and summer camp operator,Teatown's safety and fire prevention measures are regulated and inspected annually by the Westchester County Board of Health. To ensure compliance, Teatown contracts with Hudson Valley Fire Inc. to inspect and repair all safety/fire exit signage, emergency lighting, and fire extinguishers throughout the campus. Schematic Requirements for Sprinkler(not provided): The Design Team has evaluated what would be required to provide a sprinkler system at the Education Center. In addition to the sprinkler piping/heads and a jockey pump within the building, OLA Consulting Engineers has advised that a water storage tank of approximately 8,000 gallons would be required (-- 10'dia. X 14' h) near a new fire pump building (approximately 270 sf) housing the fire pump and a diesel tank to power the pump. A primary objective of the Teatown Lake Reservation project is to discontinue use of fossil fuels on the campus for new structures, and to upgrade existing structures over time. The introduction of the diesel tank is not only contrary to this objective but introduces a highly combustible fuel on the campus and near the building we are trying to protect. Life safety has been an important consideration in the design of this project and is of utmost importance to Teatown Lake Reservation and the Design Team. It is our professional opinion that the design of the Education Building - layout, connection of interior to exterior, and material selection meets the intended objective of Article I. Further, we believe that the introduction of diesel fuel on the campus is an Impediment to the intended objective of the regulation. We appreciate your consideration and look forward to any feedback that might further the safety of the Education Center at Teatown Lake Reservation. 7/7 nARCHITECTS EXHIBITS Exhibit A: Article I of Yorktown Chapter 130 Exhibit B: UL U419 Certification for Fire Resistance Rating of wall assemblies Exhibit C: Firecode Gypsum Wall Board Product Data Exhibit D: Acoustic Wood Wool Product Data Exhibit E: Education Center Reference Drawings EXHIBIT A Town of Yorktown,NY 130-1. Acceptance of standards. The Town Board of the Town of Yorktown hereby accepts the applicability of the New York State Uniform Fire Prevention and Building Code. Any provision or requirement of the New York State Uniform Fire Prevention and Building Code may be modified solely through procedures established by the Secretary of State of New York,pursuant to Executive Law § 381. 130-2. Mandatory use of sprinkler system. A. All new buildings designed for occupancy or use as classified by Chapter 3 of the New York State Fire Prevention and Building Code listed below, which buildings are constructed after the effective date of this Article II, shall be required to have approved sprinkler systems as hereinafter listed and defined. Such systems shall be approved by the National Fire Protection Association or another nationally recognized approval organization prior to installation and shall meet all prescribed standards of installation and operations. 1) Residential Group R. 2) Business Group B. 3) Factory Group F. 4) Mercantile Group M. 5) Storage Group S. 6) High-Hazard Group H. 7) Assembly Group A. 8) Institutional Group I. 9) Educational Group E. NOTE: Detached buildings containing no more than two dwelling units are exempt from this requirement. B. No building permit shall be issued for the construction of any building, structure or portion thereof unless compliance is met, as defined in Subsection A above. C. No certificate of occupancy shall be issued for occupancy or use of any building, structure or portion thereof required to have a sprinkler system, as defined in Subsection A above, unless such system is installed, inspected, tested and approved. D. Exception. Sprinklers shall not be required to be installed in spaces where the discharge of water would be hazardous. In such places, other approved fire-extinguishing equipment should be provided, as approved by the Bureau of Fire Prevention. E. An aggrieved party may appeal from these local, more-stringent code requirements by applying for a variance from the Zoning Board of Appeals. All variance applications shall be processed pursuant to Chapter 300, Zoning. The Zoning Board of Appeals shall not assume Downloaded from https://ecode360.com/YO1560 on 2024-11-21 Town of Yorktown,NY 130-2 130-2 jurisdiction over nor interpret or modify any provision of the New York State Uniform Fire Prevention and Building Code, nor shall it in any manner substitute for the Regional Boards of Review with respect to uniform code provisions. F. The grounds for such appeal should include, but not be limited to, the following: 1) Undue economic hardship or burden. 2) Restriction from the achievement of a valid state or federal policy. 3) Physical or legal impossibility. 4) Impediment to the intended objective of the regulation. 5) Unnecessary, in light of viable alternatives which meet the intended objective of this more-stringent Article I. G. The application for review shall include a complete set of building plans showing all alternative fire-prevention devices. H. An aggrieved parry's appeal shall be accepted up to 60 days from the date of the Building Inspector's written determination that a sprinkler system is required pursuant to this section. Downloaded from https://ecode360.com/YO1560 on 2024-11-21 EXHIBIT B I UL Product i Q OUL Solutions Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment,system,devices,and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings-CAN/ULC-5101 Certified for Canada Design Criteria and Allowable Variances Design No. U419 June 14, 2024 Nonbearing Wall Ratings—1, 2,3 or 4 Hir(See Items 4&5 through 5J) Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification such as Canada), respectively. 4 4A, 2.5 5 ; l t https://iq.ulprospector.com/en/profile?e=14979 1/14 11/14/24,9:50 AM BXUV.U419 1 UL Product iQ 7Aal 7Ab1 4 14A 5 7A Ab 51 1. Floor and Ceiling Runners—(Not Shown)—For use with Item 2—Channel shaped,fabricated from min 25 MSG corrosion- protected steel, min depth to accommodate stud size,with min 1-1/4 in. long legs,attached to floor and ceiling with fasteners 24 in. OC max. 1 A. Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 26, proprietary channel shaped runners, 3-5/8 in.deep attached to floor and ceiling with fasteners 24 in.OC max. CEMCO,LLC—Viper25T"Track CRACO MFG INC—SmartTrack25T" MARINO/WARE,DIV OF WARE INDUSTRIES INC—Viper25TM'Track IMPERIAL MANUFACTURING GROUP INC—Viper25T"Track 1 B. Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 2C, proprietary channel shaped runners, 1-1/4 in.wide by 3-5/8 in.deep fabricated from min 0.018 in.thick galv steel, attached to floor and ceiling with fasteners spaced 24 in.OC max. CEMCO,LLC —Viper20T"Track MARINO/WARE, DIV OF WARE INDUSTRIES INC—Viper20-Track IMPERIAL MANUFACTURING GROUP INC—Viper20T"Track 1 C. Framing Members*—Floor and Ceiling Runners—(Not Shown)—In lieu of Item 1 —Channel shaped,attached to floor and ceiling with fasteners 24 in.OC. max. ALLSTEEL&GYPSUM PRODUCTS INC—Type SUPREME D24/30EQD and Type SUPREME D20 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV—Type SUPREME D24/30EQD and Type SUPREME D20 https://iq.ulprospector.com/en/profile?e=14979 2/14 11/14/24,9:50 AM BXUV.U419 I UL Product iQ QUAIL RUN BUILDING MATERIALS INC—Type SUPREME D24/30EQD and Type SUPREME D20 SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME D24/30EQD and Type SUPREME D20 STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME D24/30EQD and Type SUPREME D20 TELLING INDUSTRIES L L C—Type SUPREME D24/30EQD and Type SUPREME D20 UNITED METAL PRODUCTS INC—Type SUPREME D24/30EQD and Type SUPREME D20 1 D. Floor and Ceiling Runners—(Not Shown)—For use with Item 2A—Channel shaped,fabricated from min 20 MSG corrosion- protected or galv steel, min depth to accommodate stud size,with min 1 in. long legs,attached to floor and ceiling with fasteners spaced max 24 in.OC. 1 E. Framing Members*—Floor and Ceiling Runners—(Not Shown,As an alternate to Item 1)—For use with Items 2E, 5F or 5G or 51 only,channel shaped,fabricated from min.0.015 in. (min bare metal thickness)galvanized steel,attached to floor and ceiling with fasteners 24 in.OC. max. CLARKDIETRICH BUILDING SYSTEMS—CD ProTRAK DMFCWBS L L C—ProTRAK MBA METAL FRAMING—ProTRAK RAM SALES L L C—Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C—Tri-S ProTRAK 1 F. Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size,with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness)galv steel,attached to floor and ceiling with fasteners spaced 24 in.OC max. SUPER STUD BUILDING PRODUCTS—The Edge 1 G. Framing Members*—Floor and Ceiling Runner—For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in.OC max. STUDCO BUILDING SYSTEMS—CROCSTUD Track 1 H. Floor and Ceiling Runners—(Not Shown)—Channel shaped,fabricated from min 0.02 in.galv steel, min width to accommodate stud size,with min 1 in. long legs,for use with studs specified below and fabricated from min 0.018 in.galv steel or thicker,attached to floor and ceiling with fasteners spaced max 24 in.OC. MARINO/WARE,DIV OF WARE INDUSTRIES INC—Viper20-Track VT100 IMPERIAL MANUFACTURING GROUP INC—Viper20'"Track VT100 11. Framing Members*—Floor and Ceiling Runners—(Not Shown,As an alternate to Item 1)—For use with Items 2H,channel shaped,fabricated from min.0.015 in. (min bare metal thickness)galvanized steel,attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C—TRUE-TRACK T. 1J. Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 21, proprietary channel shaped runners, 3-5/8 in.deep attached to floor and ceiling with fasteners 24 in.OC max. https://iq.ulprospector.com/en/profile?e=14979 3/14 11/14/24,9:50 AM BXUV.U419 I UL Product iQ 1 K. Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 2J, proprietary channel shaped runners, 1-1/4 in.wide by 3-5/8 in.deep fabricated from min 0.018 in.thick galv steel, attached to floor and ceiling with fasteners spaced 24 in.OC max. 1 L. Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 2N, proprietary channel shaped runners, 1-1/4 in.wide by min.3-1/2 in.deep fabricated from min 0.018 in.thick galv steel,attached to floor and ceiling with fasteners spaced 24 in.OC max. RESCUE METAL FRAMING,L L C—AlphaTRAK 1 M. Framing Members*—Floor and Ceiling Runners—Not Shown—As an alternate to Item 1 —For use with Item 20, proprietary channel shaped runners, min width to accommodate stud size,galv steel, attached to floor and ceiling with fasteners spaced 24 in.OC max. RONDO BUILDING SERVICES PTY LTD—Rondo Wall Track 1 N. Framing Members*—Floor and Ceiling Runners—Not Shown—As an alternate to Item 1 —For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size,galv steel,attached to floor and ceiling with fasteners spaced 24 in.OC max. OEG BUILDING MATERIALS—OEG Track 10. Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size,fabricated from min.25 MSG (0.018 in. min. bare metal thickness),attached to floor and ceiling with fasteners spaced 24 in.OC max. CEMCO,LLC —Viper X Track 1 P.Framing Members*—Floor and Ceiling Runner—(Not Shown—Alternate to Item 1)—For use with Item 2R,channel shaped runners pre- equipped with proprietary attachment clips. Min.3-5/8 in.wide. Legs of top runners minimum 3-1/4 in.wide. Legs of bottom runners minimum 1-1/2 in.wide. Runners attached to floor and ceiling with fasteners 24 in.OC max. HYPERFRAME INC- Hypertrack 1Q.Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 2S,proprietary channel shaped runners, min width to accommodate stud size,fabricated from min.20 EQ/22 mils.(min.0.0221 in.thick)galvanized steel,attached to floor and ceiling with fasteners spaced 24 in.OC max. JJC INTERNATIONAL DISTRIBUTORS — Non-structural Tracks 3-5/8"and 6". 1 R.Framing Members*—Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For use with Item 2T,proprietary channel shaped runners,min width to accommodate stud size,fabricated from min.25 MSG(0.018 in.min.bare metal thickness),attached to floor and ceiling with fasteners spaced 24 in.OC max IRONLINE METALS LLC — Bantam Track. 2.Steel Studs—Channel shaped,fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in.OC.Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A.Steel Studs—(As an alternate to Item 2, For use with Items 56, 5E, 5H, 5J or Type ULIX)—Channel shaped,fabricated from min 20 MSG corrosion-protected or galv steel,3-1/2 in. min depth,spaced a max of 16 in.OC.Studs friction-fit into floor and ceiling runners.Studs to be cut 5/8 to 3/4 in.less than assembly height. 26. Framing Members* -Steel Studs—(As an alternate to Item 2, For use with Items 5C, 51 or Type ULIX)—Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in.OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in.gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. https:/Iiq.ulprospector.com/en/profile?e=14979 4/14 11/14/24,9:50 AM BXUV.U419 1 UL Product iQ CEMCO, LLC —Viper2S" CRACO MFG INC—SmartStud25T" MARINO/WARE, DIV OF WARE INDUSTRIES INC—Viper25- IMPERIAL MANUFACTURING GROUP INC—Viper25'" 2C. Framing Members*—Steel Studs—Not Shown—In lieu of Item 2—proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in.OC,fabricated from min 0.018 in.thick galv steel.Studs cut 3/8 in.to 3/4 in. less in lengths than assembly heights. CEMCO,LLC —Viper20'" MARINO/WARE,DIV OF WARE INDUSTRIES INC—Viper20- IMPERIAL MANUFACTURING GROUP INC—Viper20TM 2D. Framing Members*—Steel Studs—In lieu of Item 2—Channel shaped studs, min depth as indicated under Item 5,spaced a max of 24 in.OC.Studs to be cut 3/4 in. less than assembly height. ALLSTEEL&GYPSUM PRODUCTS INC—Type SUPREME D24/30EQD and Type SUPREME D20 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV—Type SUPREME D24/30EQD and Type SUPREME D20 QUAIL RUN BUILDING MATERIALS INC—Type SUPREME D24/30EQD and Type SUPREME D20 SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME D24/30EQD and Type SUPREME D20 STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME D24/30EQD and Type SUPREME D20 TELLING INDUSTRIES L L C—Type SUPREME D24/30EQD and Type SUPREME D20 UNITED METAL PRODUCTS INC—Type SUPREME D24/30EQD and Type SUPREME D20 2E. Framing Members*—Steel Studs—(Not Shown,As an alternate to Item 2)—For use with Items 5F or 5G or 51 or Type ULIX only,channel shaped studs, min depth as indicated under Item 5F, 5G or 51,fabricated from min.0.015 in. (min bare metal thickness) galvanized steel,spaced a max of 24 in.OC.Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS—CD ProSTUD DMFCWBS L L C—ProSTUD MBA METAL FRAMING—ProSTUD RAM SALES L L C—Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C—Tri-S ProSTUD 2F. Framing Members*—Steel Studs—Not Shown—In lieu of Item 2—proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in.deep fabricated from min 0.015 in.(min bare metal thickness)galvanized steel.Studs 3/8 in.to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS—The Edge 2G.Framing Members*—Steel Studs—Not Shown—In lieu of Item 2—proprietary channel shaped studs, minimum width indicated under Item 5,Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS—CROCSTUD https://iq.ulprospector.com/en/profile?e=14979 5/14 11/14/24,9:50 AM BXUV.U419 I UL Product iQ 2H. Framing Members*—Steel Studs—(Not Shown,As an alternate to Item 2)—Fabricated from min.0.015 in. (min bare metal thickness)galvanized steel, spaced a max of 24 in.OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C—TRUE-STUD"' 21. Framing Members*—Steel Studs— 2J. Framing Members*—Metal Studs—Not Shown—In lieu of Item 2—proprietary channel shaped steel studs, min depth as indicated under Item 5,spaced a max if 24 in.OC,fabricated from min 0.018 in.thick galv steel.Studs cut 3/8 in.to 3/4 in. less in lengths than assembly heights 2K. Framing Members*—Steel Studs—As an alternate to Item 2—For use with Item 1,channel shaped studs,fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5,spaced a max of 24 in.OC.Studs to be cut 3/8 to 3/4 in. less than assembly height. EB METAL INC—NITROSTUD 2L.Framing Members*—Steel Studs—As an alternate to Item 2—For use with Item 1, channel shaped studs,fabricated from min 25 MSG corrosion-protected steel,min depth as indicated under Item 5, spaced a max of 24 in.OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC—PRIMESTUD 2M. Framing Members*—Steel Studs—As an alternate to Item 2—For use with Item 1,channel shaped studs,fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5,spaced a max of 24 in.OC.Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC—StudRiteT" 2N. Framing Members*—Steel Studs—As an alternate to Item 2—proprietary channel shaped steel studs, min depth 3-1/2 in.and as indicated under Item 5, spaced a max of 24 in.OC,fabricated from min 0.018 in.thick galv steel.Studs cut 3/8 in.to 3/4 in. less in length than assembly height. RESCUE METAL FRAMING, L L C—AlphaSTUD 20. Framing Members*—Steel Studs—As an alternate to Item 2—proprietary channel shaped steel studs, min width as indicated under Item 5,galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height.Spaced 24 in.OC max. RONDO BUILDING SERVICES PTY LTD—Rondo Lipped Wall Stud 2P. Framing Members*—Steel Studs—As an alternate to Item 2—proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height.Spaced 24 in.OC max. OEG BUILDING MATERIALS—OEG Stud 2Q. Framing Members*—Steel Studs—Not Shown—In lieu of Item 2—For use with Item 10, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in.OC,fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in.to 3/4 in. less in lengths than assembly heights. CEMCO, LLC —Viper X 2R.Framing Members*—Steel Studs—(Not Shown—Alternate to Item 2,For use with Item 1 P)—Channel shaped steel studs with attachment clips at top and bottom,min 3-5/8 in.depth,spaced a max of 24 in.OC.Studs clipped into floor and ceiling runners(Item 1 P).Max 2- 3/8 in.extension reveal from top of stud to inside of ceiling runner. https://iq.uIprospector.com/en/profile?e=14979 6114 11/14/24,9:50 AM BXUV.U419 I UL Product iQ HYPERFRAME INC—Hyperstud 2S.Framing Members*—Steel Studs—Not Shown—In lieu of Item 2—For use with Item 1Q,proprietary channel shaped steel studs,min depth as indicated under Item 5,spaced a max of 24 in.OC,fabricated from min.20 EQ/22 mils.(min.0.0221 in.thick)galvanized steel.Studs cut 3/8 in.to 3/4 in.less in lengths than assembly heights. JJC INTERNATIONAL DISTRIBUTORS — Non-structural Studs 3-5/8"and 6". 2T.Framing Members*—Steel Studs—Not Shown—In lieu of Item 2—For use with Item 1 R,proprietary channel shaped steelstuds,min depth as indicated under Item 5,spaced a max of 24 in.OC,fabricated from min 25 MSG(0.018 in.min.bare metal thickness).Studs cut 3/8 in.to 3/4 in.less in lengths than assembly heights. IRONLINE METALS LLC — Bantam Stud. 3.Wood Structural Panel Sheathing—(Optional, For use with Item 5 Only)—(Not Shown)—4 ft wide, 7/16 in.thick oriented strand board (OSB) or 15/32 in.thick structural 1 sheathing (plywood)complying with DOC PS1 or PS2,or APA Standard PRP-108, manufactured with exterior glue,applied horizontally or vertically to the steel studs.Vertical joints centered on studs,and staggered one stud space from wallboard joints.Attached to studs with flat-head self-drilling tapping screws with a min. head diam.of 0.292 in. at maximum 6 in.OC. in the perimeter and 12 in.OC. in the field.When used,gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets*—(Required as indicated under Item 5)—Mineral wool batts,friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets(BKNV or BZJZ)Categories for names of Classified companies. 4A.Batts and Blankets*—(Optional–as an alternate to item 4)—Placed in stud cavities,any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets(BKNV or BZJZ)Categories for names of Classified companies. 4E. Fiber, Sprayed*—(Optional–as an alternate for items 4 or 4A,for use with Type ULIX)Where insulation is required - Spray applied granulated mineral fiber material.The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions supplied with the product.See Fiber, Sprayed(CCAZ). AMERICAN ROCKWOOL MANUFACTURING,LLC—Type Rockwool Premium Plus 4C.Foamed Plastic*—(As an alternate for items 4,4A or 413,for use with Item 5K)—Spray applied,foamed plastic insulation,at any thickness from partial fill to completely filling stud cavity,for 2 hour rated assemblies only.When foamed plastic is used,minimum stud depth shall be 3-1/2 in.with minimum 20 MSG steel thickness. CARLISLE SPRAY FOAM INSULATION—Types SealTite ONE,SealTite Pro Closed Cell (CC),SealTite Pro Open Cell(OC),SealTite Pro OCX,SealTite Pro No Trim 21,SealTite Pro One Zero, Foamsulate Closed Cell, Foamsulate OCX,Foamsulate 70,and Foamsulate HFO. 4D.Foamed Plastic*—(As an alternate for items 4,4A or 4B,for use with Item 5K)—Spray applied,foamed plastic insulation,at any thickness from partial fill to completely filling stud cavity,for up to 2 hour rated assemblies only.When foamed plastic is used,minimum stud depth shall be 3-1/2 in.with minimum 20 MSG steel thickness. BASF CORP- Enertite® NM, Enertite® G,FE1780,Spraytite® 178,Spraytite® 81206,Walltite® 200,Walltite® US,Walltite® US-N,Walltite HP+, FE1370, FE1580,Spraytite® 158,Spraytite® SP,Spraytite® 81205,Spraytite® Comfort XL,Walltite® XL,Walltite® MAX,Walltite® LWP, Walltite® Plus and Enertite® Max 5.Gypsum Board*—Gypsum panels with beveled, square or tapered edges,applied vertically or horizontally.Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.Vertical joints in adjacent layers(multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edgejoints and horizontal butt joints on opposite https://iq.uIprospector.com/en/profile?e=14979 7/14 11/14/24,9:50 AM BXUV.U419 I UL Product iQ sides of studs need not be staggered. Horizontal edgejoints and horizontal buttjoints in adjacent layers(multilayer systems) staggered a min of 12 in. Horizontal edge joints and horizontal butt joints in adjacent layers(multilayer systems)with Type ULIX need not be staggered.The thickness and number of layers for the 1 hr,2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min No.of Min Stud Layers Thkns of Depth, in. Thkns Insulation Rating, Hr Items 2, 2C, 2D, 2F,2G,20 of Panel Item 4) 1 3-1/2 1 layer, 5/8 in.thick Optional 1 2-1/2 1 layer, 1/2 in.thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in.thick Optional 2 1-5/8 2 layers, 1/2 in.thick Optional 2 1-5/8 2 layers, 5/8 in.thick Optional 2 3-1/2 1 layer, 3/4 in.thick 3 in. 3 1-5/8 3 layers, 1/2 in.thick Optional 3 1-5/8 2 layers, 3/4 in.thick Optional 3 1-5/8 3 layers, 5/8 in.thick Optional 4 1-5/8 4 layers, 5/8 in.thick Optional 4 1-5/8 4 layers, 1/2 in.thick Optional 4 2-1/2 2 layers, 3/4 in.thick 2 in. CGC INC—1/2 in.thick Type C,IP-X2 or IPC-AR;WRC,5/8 in.thick Type AR,C,IP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX, ULIX,WRX or WRC;3/4 in. thick Types IP-X3 or ULTRACODE THE SIAM GYPSUM INDUSTRY(SONGKHLA)CO—1/2 in.thick Type C and 5/8 in.thick Type SCX UNITED STATES GYPSUM CO—1/2 in.thick Type C,IP-X2,IPC-AR or WRC;5/8 in.thick Type SCX,SGX,SHX,ULIX,WRX, IP-X1,AR,C,WRC, FRX- G, IP-AR,IP-X2, IPC-AR;3/4 in.thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC—1/2 in.Type C;5/8 in.Types C,SCX,SGX, ULTRACODE USG MEXICO S A DE C V—1/2 in.thick Type C, IP-X2,IPC-AR or WRC;5/8 in.thick Type AR,C,IP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX,WRX,WRC or;3/4 in.thick Types IP-X3 or ULTRACODE When Item 713,Steel Framing Members*,is used,Nonbearing Wall Rating is limited to 1 Hr.Min.stud depth is 3-1/2 in.,min.thickness of insulation (Item 4)is 3 in.,and two layers of gypsum board panels(1/2 in.or 5/8 in.thick)shall be attached to furring channels as described in Item 6.One layer of gypsum board panels(1/2 in.or 5/8 in.thick)attached to opposite side of stud without furring channels as described in Item 6. 5A.Gypsum Board*—(As an alternate to Item 5)—5/8 in.thick,24 to 54 in.wide,applied horizontally as the outer layer to one side of the assembly.Secured as described in Item 6. CGC INC—Type SHX. UNITED STATES GYPSUM CO—Type FRX-G,SHX. USG MEXICO S A DE C V—Type SHX. 5B.Gypsum Board*—(Not Shown)—As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in.thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3)—Nom 5/8 in.or https://iq.ulprospector.com/en/profile?e=14979 8/14 11414/24,9:50 AM BXUV.U419 1 UL Product iQ 3/4 in. may be used as alternate to all 5/8 in.or 3/4 in.shown in Item 5,Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in.thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in.OC at perimeter and 12 in.OC in the field.To be used with Lead Batten Strips(see Item 11)or Lead Discs or Tabs(see Item 12). RAY-BAR ENGINEERING CORP—Type RB-LBG 5C.Gypsum Board*—(For Use With Item 2B)—Rating Limited to 1 Hour. 5/8 in.thick,48 in.wide,Gypsum panels with beveled, square or tapered edges,applied vertically or horizontally. (Vertical Application) -The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in.OC starting 4 in.from the edge of the board at the vertical edges and 12 in.OC starting 6 in.from the edge of the board at the center of each board.Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in.OC starting 4 in.from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time.Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal Application) -The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in.OC starting 4 in.from the edge of the board at the vertical edges and 12 in.OC starting 6 in.from the edge of the board at the center of each board.Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in.OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time.All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC—Type SCX, ULIX. THE SIAM GYPSUM INDUSTRY(SONGKHLA)CO—Type SCX UNITED STATES GYPSUM CO—Type SCX,SGX,ULIX. USG BORAL DRYWALL SFZ LLC—Type SCX USG MEXICO S A DE C V—Type SCX 5D.Gypsum Board*—(As an alternate to Item 5)—5/8 in.thick,48 in.wide,applied vertically or horizontally.Secured as described in Item 6. For use with Items 1 and 2 only. CGC INC—Type USGX UNITED STATES GYPSUM CO—Type USGX USG BORAL DRYWALL SFZ LLC—Type USGX USG MEXICO S A DE C V—Type USGX 5E.Gypsum Board*—(Not Shown)—(As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in.or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-1/4 in. long Type S-12(or No.6 by 1-1/4 in. long bugle head fine driller)steel screws spaced 8 in.OC at perimeter and 12 in.OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO—Nelco 5F.Gypsum Board*—(As an alternate to Item 5)—For use with Items 1 E and 2E and limited to 1 Hour Rating only,Gypsum panels with beveled,square or tapered edges,applied vertically,and fastened to the steel studs with 1 in. long Type S screws spaced 8 in.OC along vertical and bottom edges and 12 in.OC in the field.Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. THE SIAM GYPSUM INDUSTRY(SONGKHLA)CO—Type SCX UNITED STATES GYPSUM CO—S/8 in.thick Type SCX,SGX, ULIX USG BORAL DRYWALL SFZ LLC—5/8 in.thick Type SCX,SGX https://iq.ulprospector.com/en/profile?e=14979 9/14 11/14/24,9:50 AM BXUV.U419 I UL Product iQ 5G.Gypsum Board*—(As an alternate to Item 5)—For use with Items 1 E and 2E only,Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally,as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.Vertical joints in adjacent layers multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of studs need not be staggered. Horizontal edgejoints and horizontal buttjoints in adjacent layers (multilayer systems)staggered a min of 12 in.The thickness and number of layers for the 2 hr,3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min Stud No. of Layers Min Thkns of Rating, Depth, in. Thickness Insulation Hr Item 2E of Panel Item 4) 2 1-5/8 2 layers, 1/2 in.thick Optional 2 1-5/8 2 layers, 5/8 in.thick Optional 3 1-5/8 3 layers, 1/2 in.thick Optional 3 1-5/8 3 layers, 5/8 in.thick Optional 4 1-5/8 4 layers, 5/8 in.thick Optional 4 1-5/8 4 layers, 1/2 in.thick Optional CGC INC—1/2 in.thick Type C, IP-X2 or IPC-AR;,5/8 in.thick Type AR,C,IP-AR, IP-X1,IP-X2, IPC-AR,SCX,SHX,ULIX or 3/4 in.thick Types IP-X3 or ULTRACODE THE SIAM GYPSUM INDUSTRY(SONGKHLA)CO—1/2 in.thick Types C and 5/8 in.thick SCX UNITED STATES GYPSUM CO—1/2 in.thick Type C, IP-X2,IPC-AR or;5/8 in.thick Type SCX,SGX,SHX,IP-X1,AR,C,,FRX-G, IP-AR,IP-X2,IPC-AR, ULIX;3/4 in.thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC—1/2 in.Type C;5/8 in.Types C,SCX,SGX,ULTRACODE USG MEXICO S A DE C V—1/2 in.thick Type C, IP-X2,IPC-AR or;5/8 in.thick Type AR,Q IP-AR, IP-X1, IP-X2,IPC-AR,SCX,SHX,or;3/4 in.thick Types IP-X3 or ULTRACODE 5H.Gypsum Board*—(Not Shown)—(As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in.shown in Item 5,Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in.OC in the field.Gypsum board secured to 20 MSG steel studs Item 26 with 1-1/4 in. long Type S-12 steel screws spaced 8 in.OC at perimeter and 12 in.OC in the field. For Joint Compound see Item 5.To be used with Lead Batten Strips(see Item 11A)or Lead Discs(see Item 12A). MAYCO INDUSTRIES INC—Type X-Ray Shielded Gypsum 51.Gypsum Board*—(As an alternate to Item 5)—Nom. 5/8 in.thick gypsum panels with beveled, square or tapered edges installed as described in Item 5.Steel stud minimum depth shall be as indicated in Item 5. CGC INC—Type ULIX,ULX UNITED STATES GYPSUM CO—Type ULIX, ULX USG MEXICO S A DE C V—Type ULX https://iq.uIprospector.com/en/profile?e=14979 10/14 11114/24,9:50 AM BXUV.U419 I UL Product iQ 5J.Gypsum Board*—(Not Shown)—(As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in.or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in.OC at perimeter and 12 in.OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in.wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws,one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in.diam by max 0.085 in. thick.Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f,Grade"C". RADIATION PROTECTION PRODUCTS INC—Type RPP- Lead Lined Drywall 5K.Gypsum Board*—(As an alternate to Item 5 when Foam Plastic insulation(Items 4C or 4D)is used)—Any 5/8 in.thick,4 ft.wide,Gypsum Board listed in Item 5 above.Applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Gypsum panels secured to studs with 1-1/4 in.long Type S steel screws spaced 8 in.OC at perimeter and in the field.For 2 layer assemblies outer layer will be attached to studs over inner layer with the 1-7/8 in.long steel screws spaced 8 in.OC. 6. Fasteners—(Not Shown)—For use with Items 2 and 2F-Type S or S-12 steel screws used to attach panels to studs(Item 2)or furring channels (Item 7).Single layer systems: 1 in. long for 1/2 and 5/8 in.thick panels or 1-1/4 in. long for 3/4 in.thick panels, spaced 8 in.OC when panels are applied horizontally,or 8 in.OC along vertical and bottom edges and 12 in.OC in the field when panels are applied vertically.Single layer system with Type ULIX: 1 in. long,spaced 12 in.OC in the field and perimeter,when panels are applied horizontally or vertically.Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in.thick panels or 1-1/4 in. long for 3/4 in.thick panels,spaced 16 in.OC.Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels or 2-1/4 in. long for 3/4 in.thick panels, spaced 16 in.OC with screws offset 8 in.from first Iayer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in.thick panels, spaced 24 in.OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels, spaced 24 in.OC.Third layer-2-1/4 in. long for 1/2 in., 5/8 in.thick panels or 2-5/8 in. long for 5/8 in.thick panels,spaced 12 in.OC.Screws offset min 6 in.from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in.thick panels,spaced 24 in.OC.Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels,spaced 24 in.OC.Third layer-2-1/4 in.long for 1/2 in.thick panels or 2-5/8 in. long for 5/8 in.thick panels,spaced 24 in.OC. Fourth layer- 2-5/8 in.long for 1/2 in.thick panels or 3 in. long for 5/8 in.thick panels,spaced 12 in.OC.Screws offset min 6 in.from layer below. 7. Furring Channels—(Optional, Not Shown,for single or double layer systems)—Resilient furring channels fabricated from min 25 MSG corrosion-protected steel,spaced vertically a max of 24 in.OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 7A. Framing Members*—(Optional on one or both sides, not shown,for single or double layer systems)—As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No.25 MSG galv steel. 2-9/16 in.or 2-23/32 in.wide by 7/8 in.deep, spaced max.24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b.Steel Framing Members*—Used to attach furring channels (Item 7Aa)to studs(Item 2).Clips spaced max.48 in.OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V(2.75) clips secured to studs with No.8 x 9/16 in.minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in.wide furring channels. RSIC-1 (2.75)and RSIC-V 2.75)clips for use with 2-23/32 in.wide furring channels. PAC INTERNATIONAL L L C—Types RSIC-1,RSIC-V, RSIC-1 (2.75),RSIC-V(2.75). 7B. Framing Members*—(Optional, Not Shown)—As an alternate to Item 7,for single or double layer systems,furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels—Formed of No.25 MSG galv steel,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5.Two layers of gypsum board attached to furring https://iq.uIprospector.com/en/profile?e=14979 11/14 11/14/24,9:50 AM BXUV.U419 I UL Product iQ channels as described in Item 5. Not for use with Item 5A. b.Steel Framing Members*—Used to attach furring channels(Item 7Ba)to one side of studs(Item 2)only.Clips spaced 48 in.OC., and secured to studs with two No.8 x 2-1/2 in.coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC—Type Isomax 7C. Framing Members*—(Not Shown)—(Optional on one or both sides, not shown,for single or double layer systems)—As an alternate to Item 7,furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in.deep, spaced max.24 in.OC perpendicular to studs. Channels secured to studs as described in Item b.Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b.Steel Framing Members*—Used to attach furring channels(Item 7Ca)to studs(Item 2).Clips spaced max.48 in.OC.GENIECLIPS secured to studs with No.8 x 1-1/2 in. minimum self-drilling,S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC—Type GENIECLIP 7D.Steel Framing Members*—(Optional on one or both sides, not shown,for single or double layer systems)—Furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No.25 MSG galv steel.Spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in.and tied together with double strand of No. 18 AWG galvanized steel wire..Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b.Steel Framing Members*—Used to attach furring channels(Item 7Da)to studs.Clips spaced 48 in.OC., and secured to studs with 2 in.coarse drywall screw with 1 in.diam washer through the center hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS—RESILMOUNT Sound Isolation Clips-Type A237 or A237R 7E. Steel Framing Members*—(Optional on one or both sides, not shown,for single or double layer systems)—Furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No.25 MSG galv steel.Spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in.and tied together with double strand of No. 18 AWG galvanized steel wire..Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b.Steel Framing Members*—Used to attach furring channels(Item 7Ea)to studs.Clips spaced 48 in.OC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA—Type SonusClip 7F.Steel Framing Members*—(Optional on one or both sides, not shown,for single or double layer systems)—Resilient channels and Steel Framing Members as described below: a. Resilient Channels—Formed of No.25 MSG galv steel,spaced 24 in.OC,and perpendicular to studs.Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in.and secured in place with two No.8 15 x 1/2 in.Philips Modified Truss screws spaced 2-1/2 in.from the center of the overlap.Gypsum board attached to resilient channels as described in Item 5. Not for use with Item 5A and 5E. b.Steel Framing Members*—Used to attach resilient channels (Item 7Fa)to studs.Clips spaced 48 in.OC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC—Type RC+Assurance Clip https://iq.uIprospector.com/en/profile?e=14979 12/14 1,,'14/24,9:50 AM BXUV.U419 I UL Product iQ 7G.Framing Members*—(Optional on one or both sides, not shown,for single or double layer systems)—As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels—Formed of No.25 MSG galy steel.2-23/32 in.wide by 7/8 in.deep,spaced max.24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b.Steel Framing Members*—Used to attach furring channels (Item 7Ga)to studs(Item 2).Clips spaced max.48 in.OC.Clips secured to studs with No.8 x 1-1/2 in. minimum self-drilling,5-12 steel screw through the center hole. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS—Type ClarkDietrich Sound Clip 8.Joint Tape and Compound—Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in.wide,embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9.Siding, Brick or Stucco—(Optional, Not Shown)—Aluminum,vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10.Caulking and Sealants*—(Optional, Not Shown)—A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO—Type AS 11. Lead Batten Strips—(Not Shown, For Use With Item 5B)—Lead batten strips, min 1-1/2 in.wide, max 10 ft long with a max thickness of 0.125 in.Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type 5-12 pan head steel screws,one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201 f,Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 513)and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips—(Not Shown, For Use With Item 5H)—Lead batten strips,2 in.wide, max 10 ft long with a max thickness of 0.140 in.Strips placed on the face of studs and attached to the stud with two min. 1 in.long min.Type S-8 pan head steel screws,one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min.Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B,C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12.Lead Discs or Tabs—(Not Shown, For Use With Item 5B)—Used in lieu of or in addition to the lead batten strips(Item 11)or optional at other locations- Max 3/4 in.diam by max 0.125 in.thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in.thick lead tabs placed on gypsum boards(Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f,Grade"C". 12A. Lead Discs—(Not Shown,for use with Item 5H)—Max 5/16 in.diam by max 0.140 in.thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5%meeting the Federal Specification QQ-L-201f,Grades"B,C or D". 13.Lead Batten Strips—(Not Shown, For Use With Item 5E)—Lead batten strips,2 in.wide, max 10 ft long with a max thickness of 0.142 in.Strips placed on the face of studs and attached to the stud with two min. 1 in. long min.Type S-8 pan head steel screws,one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min.Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9%meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E)and optional at remaining stud locations. https://iq.ulprospector.com/en/profile?e=14979 13/14 11/14/24,9:50AM BXUV.U419 I UL Product iQ 14. Lead Tabs—(Not Shown, For Use With Item 5E)—2 in.wide, 5 in. long with a max thickness of 0.142 in.Tabs friction-fit around front face of stud,the stud folded back flange,and the back face of the stud.Tabs required at each location where a screw(that secures the gypsum boards, Item 5E)will penetrate the steel stud. Lead tabs to have a purity of 99.9%meeting the Federal specification QQ-L-201f,Grade"C". Lead tabs may be held in place with standard adhesive tape if necessary. 15. Barrier Mesh—(Optional, Not Shown) -Attached to steel studs on one or both sides of the wall using Barrier Mesh Clips spaced at maximum 12 inches on center vertically, using a flat head type screw penetrating through the steel at least 3/8 of an inch. For Steel Studs less than 0.033 inches in thickness, use self-piercing screws. For Steel Studs equal to or greater than 0.033 inches in thickness, use steel drill screws(self-tapping).Gypsum Board (Item 5)to be installed directly over the Barrier Mesh using prescribed screw patterns with lengths increased by a minimum 1/8 in. Barrier Mesh may be installed with the long dimension of the diamond pattern positioned vertically or horizontally. Barrier Meshjoints may occur as buttjoints at the framing members and secured using the Barrier Mesh Clips or occur in between framing members as overlapping joints secured using 18 SWG wire ties spaced a maximum 12 in.on center. CLARKDIETRICH BUILDING SYSTEMS—Barrier Mesh, Barrier Mesh Clips Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification such as Canada), respectively. Last Updated on 2024-06-14 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow-Up Service.Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions'Follow-Up Service.Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1.The Guide Information, Assemblies,Constructions, Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non-misleading manner, without any manipulation of the data(or drawings).2.The statement"Reprinted from Product iQ with permission from UL Solutions"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format:"©2024 UL LLC." https://iq.uIprospector.com/en/profile?e=14979 14/14 EXHIBIT C SUBMITTAL SHEET USG SHEETROCK BRAND FIRECODE' X PANELS The original 5/8 In.(15.9 mm)Type X panels for Interior wall and ceiling applications Provide additional fire resistance over Regular panels Comply with ASTM C1396,Standard Specification for Gypsum Board,for 5/8 in.(15.9 mm)and Type X gypsum wallboard Underwriters Laboratories Inc.(UL)Classification as to fire resistance,surface-burning characteristics and noncombustibility Achieved GREENGUARD Gold Certification and qualifies as a low VOC emitting material meets CA 01350) DESCRIPTION USG Sheetrock'Brand Firecode'X Panels(UL Type SCX)are 5/8 in.(15.9 mm)Type X gypsum panels that feature a noncombustible gypsum core that is encased in 100%recycled face and back papers that form a high strength composite design.The face paper is folded around the long edges to reinforce and protect the core,and the ends are cut square and even.The long edges of the panels are tapered,allowing joints to be reinforced and concealed with USG Sheetrock'Brand joint treatment systems.The panels are UL Classified for fire resistance and can be used in any UL Design in which Type SCX panels are listed.On the face along the long edge of each panel,the UL Type Designation is printed for easy identification by building inspectors. INTENDED FOR Commercial or residential applications where 5/8 in.(15.9 mm)Type X panels are required New or repair and remodel construction Load-bearing and nonload-bearing wood-or steel-framed fire-rated walls and ceilings LIMITATIONS 1. Avoid exposure to sustained temperatures exceeding 125°F(520C). 2.Avoid exposure to excessive,repetitive or continuous moisture before,during and after installation.Eliminate sources of moisture immediately. 3.Must be stored off the ground and under cover in accordance with Gypsum Association's GA-801,Handling and Storage of Gypsum Panel Products. INTERIOR INSTALLATION, For maximum framing spacing in non-fire-resistance-rated applications of gypsum panel products, FINISHING AND DECORATING refer to Gypsum Association's GA-216,Specifications for the Application and Finishing of Gypsum INSTALLATION Panel Products or ASTM C840,Standard Specification forApplication and Finishing of Gypsum Board. For fire-resistance-rated applications,refer to the published UL Design or GA File Number. Maximum Framing Spacing for Single-Layer Application Location Gypsum Panel Thickness Gypsum Panel Orientation to Framing i Maximum Framing Spacing OC Ceilings' 5/8 in.(15.9 mm)Parallel 16 in.(406 mm) Perpendicular 24 in.(610 mm) Walls 5/8 in.(15.9 mm)Parallel 24 in.(610 mm) Perpendicular 24 in.(610 mm) Maximum Framing Spacing for Multi-Layer Application without Adhesive Between Layers Location Gypsum Panel Thickness Gypsum Panel Orientation to Framing i Maximum Framing Spacing OC Ceilings' 5/8 in.(15.9 mm)Parallel 16 in.(406 mm) Perpendicular 24 in.(610 mm) Walls 5/8 in.(15.9 mm)Parallel 24 in.(610 mm) Perpendicular 24 in.(610 mm) Note: 1. On ceilings to receive water-based texture material,5/8 in.(15.9 mm)gypsum board shall be applied either parallel to framing spaced at 16 in.(406 mm)OC or perpendicular to framing spaced maximum 24 in.(610 mm)OC.See Appendix A.3 of Gypsum Association's GA-216,Specifications for the Application and Finishing or Gypsum Panel Products for more information. USG %0IT'S YOUR WORLD.BUILD IT.' INTERIOR INSTALLATION, For high-quality finishing results,USG recommends USG Sheetrock"Brand finishing products. FINISHING AND DECORATING,CONT. FINISHING AND DECORATING Painting products and systems should be used that comply with recommendations and requirements in Appendices of ASTM C840.For priming and decorating with paint,texture or wall covering,follow manufacturer's directions for materials used.Gypsum Association's GA-214,Recommended Levels of Finish for Gypsum Board,Glass Mat and Fiber-Reinforced Gypsum Panels should be referred to in order to determine the level of finishing needed to ensure a surface properly prepared to accept the final decoration. All surfaces,including applied joint compound,must be thoroughly dry,dust-free and not glossy. Prime with USG Sheetrock"Brand First Coat"Primer or with an undiluted,interior latex flat paint with high-solids content.Allow to dry before decorating. To improve fastener concealment where gypsum panel walls and ceilings will be subjected to severe artificial or natural side lighting,or will be decorated with a gloss paint(eggshell,semigloss or gloss),the gypsum panel should be skim coated with joint compound.This equalizes suction and texture differences between the drywall face paper and the finished joint compound before painting.As an alternative to skim coating,or when a Level 5 finish is required,use USG Sheetrock'" Brand Tuff-Hide"Primer-Surfacer.See USG Sheetrock'Brand Tuff-Hide`"Primer-Surfacer Submittal Sheet(J1613)for limitations and application instructions. For more information,refer to USG literature Finishing&Decorating Gypsum Panels White Paper J2010). TEST DATA Property ASTM Test Requirement UL Type SCX Method Noncombustibllity E136 Noncombustible Meets Surface-burning Flamespread E84 Flame Spread Index,not 15 characteristics greater than 251 I........................... Smokedeveloped E84 0 Class A E84 Flame spread not greater than Meets 25 and smoke developed not greater than 450 Core hardness Field C473(B) Not less than 11 Ibf(49 N)' Meets 1.1.1.1............ End C473(B) Not less than 11 Ibf(49 N)1Meets Edge C473(B) Not less than 11 Ibf(49 N)1 Meets Flexural strength Parallel C473(B) Not less than 46lbf(205 N)1 Meets Perpendicular C473(B) Not less than 147Ibf(654 NY Meets Humidified deflection 0473 Not greater than 5/8 in.Meets 15.9 mm)1 Nail pull resistance C473(B) Not less than 87lbf(387 N)1 Meets Note: 2. Per ASTM C1396 for 5/8 in.(15.9 mm)gypsum wallboard. PRODUCT DATA UL Type SCX Thickness 5/8 in.(15.9 mm) Lengths' 8-16 ft.(2438-4877 mm) Width 4 ft.(1219 mm),54 in.(1372 mm) Weight',nominal 2.2 Ib./sq.ft.(10.7 kg/sq.m.) Edges Tapered Packaging Two panels per bundle Notes: 3. Other sizes available by special order.Check with your local USG representative for availability. 4. Represents approximate weight for design and shipping purposes.For specific product weight in your area,contact your local USG representative or call the Customer Service Center at 800 950-3839. COMPLIANCE Comply with ASTM C1396 for 5/8 in.(15.9 mm)and Type X gypsum wallboard Classified as a Class A Interior Finish Material per Section 803.1 of the International Building Code*(IBC®) UL Classification as to fire resistance,surface-burning characteristics and noncombustibility Achieved GREENGUARD Gold Certification and qualifies as a low VOC emitting material meets CA 01350) SUBMITTAL APPROVALS Job Name Contrador Dabs PRODUCT INFORMATION See usg.com for the most up-to-date product information. GREENGUARD Certified products are certified to GREENGUARD standards for low chemical emissions into indoor air during product usage.For more information,visit ul.com/gg. CAUTION Dust may cause irritation to eyes,skin,nose,throat and upper respiratory tract.Cut and trim with a utility knife or hand saw to minimize dust levels.Power tools must be equipped with a dust collection system.Wear eye,skin and respiratory protection if necessary.If eye contact occurs, flush thoroughly with water for 15 minutes.If irritation persists,call a physician.Do not swallow.If swallowed, call a physician.For more information call Product Safety: 800$07-8899 or see the SDS at usg.com. KEEP OUT OF REACH OF CHILDREN. TRADEMARKS The trademarks USG,FIRECODE,FIRST COAT,SHEETROCK, TUFF-HIDE,IT'S YOUR WORLD.BUILD IT.,the USG logo,the design elements and colors,and related marks are trademarks of USG Corporation or its affiliates.The trademarks IBC and INTERNATIONAL BUILDING CODE are trademarks of International Code Council,Inc. NOTE Products described here may not be available in all geographic markets.Consult your USG Company sales office or representative for information.The information in this document is subject to change without notice.USG Corporation assumes no responsibility for any errors that may inadvertently appear in this document. NOTICE We shall not be liable for incidental and consequential damages,directly or indirectly sustained,nor for any loss caused by application of these goods not in accordance with current printed instructions or for other than the intended use.Our liability is expressly limited to replacement of defective goods.Any claim shall be deemed waived unless made in writing to us within thirty(30)days from date it was or reasonably should have been discovered. SAFETY FIRSTI Follow good safety and industrial hygiene practices during handling and installation of all products and systems.Take necessary precautions and wear the appropriate personal protective equipment as needed.Read Safety Data Sheets and related literature on products before specification and/ 800 USG.4YOU or Installation. 800(874-4968) usg.com Manufactured by WB2964-USA-ENG/rev. w 1UnitedStatesGypsumCompanyGan2020USGCorporationand/or 550 West Adams Street its affiliates.All rights reserved. v` Chicago,IL 60661 Printed in U.S.A. ITS YOUR WORLD.BUILD IT.' I w e+ w Z w 0z g w (> > Q 5G 1 I \ , O l L u w i ' V b \.. w 6- ds U w Z LD_ _ w l(( uaNw s i v u mofh ; C a; o a _ z l c w W , Z l7 r c ' Vf Ne am r 5 0. J ao J qUp C cu o O — N m a CCU Y Q2 ca - u - o 1E CL o c Qo C oz¢ 3 a w o _ a m a J U co U J Q Z3 O O N O 2 1 a ICLOco 4- 1 lZK v " re 1Q INP: * 6 L V p n - AQ x 4 r% 0 r r ^ e ' I tup3- T _ 91Y•. Y _ jt{,. 7 10 DID _ Ile co L t' Ln M L c I uInos Y ca D eN V ' e i I \ ° 3 U ° u . Y(D CID LLIz TLT EXHIBIT D BAUX Acoustic Wood Wool Material: Ingredient: Share I%); Function: Origin: Supplier: Certificates/other: Extinguishing Portland cement 44% Binder SE&DK Cement. Harmonized CAS: 65997-15-1 standard: 20%/80%) Wood Swedish fir 37% Sound absorber. Sweden (SE) Own forest FSC& PEFC reactivity: Visual look Directly mounted on Water 10% Binder Sweden (SE) 0.50 (MH) Limestone powder 9% Binder Sweden (SE) Nordkalk wall or ceiling CAS: 471-34-1 125/150/170 mm Paint, water based 0% Visual look Finland IN Tak... Group M1, BAUX 25 mm 1.0 (H) 0.95 The Swan About: BAUX Acoustic Wood Wool is a functional, natural material made from two of the world's oldest building materials, wood and cement. The combination is simple and ingenious. Woad fiber offers excellent insulation, heat retention and sound absorption. BAUX is made from certified wood FSC® and PEFC`" —guaranteeing that it can be traced back to responsible forestry operations. Cement, a proven and popular building material, Is the binder that BAUX 25 mm provides strength, moisture resistance and fire protection. Therefore, BAUX acoustic products are versatile and 0.46 durable in all climates. Physical Appearance: Interior/Exterior wall or Steam coefficient 4-5x10-6m2/s appearance & Air slot between wall ceiling panels. permeability: performance: Colours: Unpainted or painted. Air permeability: —20 m3/m2hPa Odour: None Light reflection: Unpainted 43%, BAUX White painted 69% (lower Solubility in water: None for darker colours) 40 mm Stone Wool Density: 300kg/m3 (llkg/m2 = 2.25 Tensile strength: 0,007 MPa A Ibs/ft2125mm) mmm 200 mm slot Compression 0,4 MPa Dust: No measurable particle strength: attraction Flexural strength: 0,7 MPa Emissions: llpg/m2xh Deformation: 4 mm (0.05 MPa pressure), Asbestos release: No content 5mm (0.10 MPa pressure) Recycled content: None TVOC emission 14/33 Harmful additivias: None rate (pg/m2h): (unpainted/painted)` Red list chemicals: None VVOC emission 97" rate (pg/m2h): Product lifetime: 50 years SVOC emission <2` Thermal RD m2-K/W = 0,294 (25 rate (pg/m2h): resistance: mM)0,588(50 mm) and 0,823 (70 mm) Formaldehyde <I- p9/m2h): Thermal Average 0,085 W/moC (25 conductivity: mm thickness) 1)RNK&Sete, blasted io yearold tiles with air jet (2) Swedish Institute of Technical Research -Pro ..19OK10102 measured after 28 dew, report RISE Research Institutes of Sweden AB Fire & standards: Classification: A -classed according to ASTM E84 standard (Flame spread Index = 0 Smoke developed BAUX 25 mm Index = 0). B -s1, d0 according to EN 13823 EN ISO 11925-2 Extinguishing Water, carbon dioxide, foam or dry chemicals media: Harmonized SS EN 13168:2012+A1:2015 -Thermal insulation products for buildings, factory made standard: wood wool products SS -EN 13964:2014 -Suspended Ceilings Stability and Stability: Stable; Conditions to avoid: None known reactivity: Acoustical characteristics: Absorption Coefficient 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 125 250 Installation method Product 500 1000 the 2000 4000 Frequency Hz NRC SAA Class aw = Weighted sound absorption confident. NRC= Noise Reduction Coefficient. SAA = Sound Absorption Average (ASTM C423). Stone Wool in use: 40mm stone wool panel 140 kg/m3. Using Stone Wool as a backing may require screws or a frame around the tiles to fix the tiles appropriately. BAUX 25 mm 0.30 0:40 0.41 D sAny hope BAUX 3D Pixel Directly mounted on Equal amount of 0.50 (MH) 0.60 0.62 D wall or ceiling 125/150/170 mm BAUX 25 mm 1.0 (H) 0.95 0.95 A 40 mm Stone Wool BAUX 25 mm 0,50 (H) 0.45 0.46 D 200 mm slot Air slot between wall or ceiling end BAUX products BAUX40mm Stone Wool 0.90 (H) 0.90 0.90 A mmm 200 mm slot aw = Weighted sound absorption confident. NRC= Noise Reduction Coefficient. SAA = Sound Absorption Average (ASTM C423). Stone Wool in use: 40mm stone wool panel 140 kg/m3. Using Stone Wool as a backing may require screws or a frame around the tiles to fix the tiles appropriately. Wall products: BAUX Acoustic Wood Wool Tiles F71 F1 Square Quarter Circle 0 Circle U Hexagon Rectangle Quarter Circle Plank Triangle Parallelogram* 3D Pixel 25 3D Pixel SO 3D Pixel 70 Lines Arch A.fl.bl. both [cft ad right 1001011NSIN 1: 1 I rd z 7 Diagonal' Dimensions: Tiles Product: Models: Square Small mm & inch) Large Quarter Circle Small 25 mm, 1.0" Large Circle Small 25 mm, 1.D° Large Hexagon Small 25 mm, 1.0" Large Rectangle Small 25 mm, 1.0" Large Plank Small 25 mm, 1.0" Large Parallelogram Small 25 mm, 1.0" Large Triangle Small 25 mm, 1:0" Large 3D Pixel 25 t25 3D Pixel 50 t50 313 Pixel 70 t70 Panels Product: Quilted Stripes Diagonal Check Lines Arch Curve Width: Height: mm & inch) (mm & inch) 290 mm, 11.42" 290 mm, 11.42" 580 mm, 22.84" 580 mm, 22.84" 290 rare, 11.42' 290. man, 11.42' 580 mm, 22.84" 580 mm, 22.84" 290 man, 11.42' 290 mm, 11.42" 580 mm, 22.84" 580 mm, 22.84" 290 mm, 11.42' 250 mm, 9.84" 580 mm, 22.84" 500 mm, 19.68" 580 mm, 22.84" 290 mm, 11.42" 1160 mm, 45.7" 580 mm, 22.84" 580 mm, 22.84" 145 mm, 5.71" 1160 mm, 45.7" 290 mm, 11.42" 290 rare, 11.42 580 mm, 22.84" 580 mm, 22.84" 1160 mm, 45.7" 290 mm, 11.42" 290 mm, 11.42" 580 mm, 22.84" 580 mm, 22.84" 290 arm, 11.42' 290 arm, 11.42' Thickness: Tiles per mm & inch) m2 and sq.ft. 25 mm, 1.0" 11.82/m2, 1.10/sq.ft. 25 mm, 1.0" 2.97/m2, 0.28/sq.ft. 25 mm, 1.0" 11.82/m2, 1.10/sq.ft. 25 mm, 1.D° 2.97/m2, 0.28/sq.ft. 25 mm, 1.0" 15.14/m2, 1.41/sq.ft. 25 mm, 1.0" 3.78/m2, 0.35/sq.ft. 25 mm, 1.0" 17.82/m2, 1.66/sq.ft. 25 mm, 1.0" 4.45/m2, 0.41/sq.ft. 25 mm, 1.0" 5.95/.2, 0.55/sq.ft. 25 mm, 1.0" 1.49/m2, 0.14/sq.ft. 25 mm, 1.0' 11.89/m2, 1.10/sq.ft. 25 mm, 1.0" 2.97/m2, 0.28/sq.ft. 25 mm, 1.0" 11.89/m2,1.10/sq.ft. 25 mm, 1:0" 2.97/m2, 0.28/sq.ft. 25 mm, 1.0" 23.78/m2, 2.21/sq.ft. 25 mm, 1.0" 5.95/m2, 0.55/sq.ft. 25 mm, 1.0" 11.89/m2, 1.10/sq.ft 290 mm, 11.42" 290 mm, 11.42" 50 mm, 1.96" 11.89/mZ,1.10/sq.ft. 290 mm, 11.42" 290 mm, 11.42' 70 mm, 2.75" 11.89/m2, 1.10/sq.ft. Width: Height: mm & inch) (mm & inch) 1160 mm, 45.7" 580 mm, 22.84" 1150 mm, 45.7" 580 mm, 22.84" 1160 mm, 45.7" 580 mm, 22.84" 1160 mm, 45.7" 580 mm, 22.84" 1160 mm, 45.7" 580 mm, 22.84" 1160 mm, 45.7" 580 mm, 22.84" 1160 mm, 45.7' 580 mm, 22.84" Thickness: Panels per mm & inch) m2 and sq.ft. 25 mm, 1.0" 1.49/m2, 0.14/sq.ft. 25 mm, 1.0' 1.49/m2, 0.14/sq.ft. 25 mm, 1.0" 1.49/m2, 0.14/sq.ft. 25 mm, 1.0" 1.49/m2, 0.14/sq.ft. 25 mm, 1.0' 1.49/m2, 0.14/sq.ft. 25 mm, 1.0" 1.49/m2, 0.14/sq.ft. 25 mm, 1.0" 1.49/m2, 0.14/sq.ft. Installation: BAUX Acoustic Wood Wool Panels &Tiles can be installed on walls using a variety of different installation methods, including the use of glue, screws and magnets. Suitable for projects of all kinds, Acoustic Wood Wool panels fulfil a range of acoustic treatment needs -from A to D class, and NRC requirements up to 0.95. Download the installation manuals at baux.com. Ceiling products: BAUX Acoustic Wood Wool Ceilings Pinstripe Widestripe Flat Edges: Widestripe and Pinstripe come with a tegular edge. Flat panels come with either tegular edge or beveled (10x10 mm). Dimensions: Product: Width: Height: Thickness: Panels per Sky Navy Blue mm Meet) M. Meet) mm &inch) m2 and sq.ft. Pinstripe* 600 mm, 2 feet 1200 mm, 4 feet 25 mm, 1.0" 1.39/m2, 0.129/sq.ft. Widestripe* 600 mm, 2 feet 1200 mm, 4 feet 25 mm, 1.0" 1.39/m2, 0.129/sq.ft, Flat' 600 mm, 2 feet 1200 mm, 4 feet 25 mm, 1.0" 1.39/m2, 0.129/sq.ft. Dimensions also available to fit exposed lay -in grids Installation: Three ways to install Directly adhered to ceiling using wooden battens and screws Suspended drywall grid with screws (concealed grid) Suspended t -grid with lay -in panels (exposed grid) Acoustic stone wool can be applied behind each option to increase the acoustic performance. Download the installation manuals at baux.com. Colours: Woods Sky in the sea MHeat Woods Pine Green Sky Navy Blue Woods Moss Green Sky Antique Blue Woods Bright Green Sky Day Blue Woods Pete Green Sky Dusk Blue Heat of the sun Earth and mountain MHeat Clay Red Earth Soil Brown Heat Rust Red Earth Brown Heat Skin Red I Earth Sand Brown Heat Peach Red Earth Dust Brown Clouds Natural Clouds Black `';t;,i Unpainted wood wool r 4VTI Clouds Dark Grey Clouds Grey El Clouds White Custom colours M 1M Custom colours available upon request. Production: Production locations: Raw material: Sweden. Finishing: Sweden, USA, Australia. Waste in production: 80% of waste (wood wool) from production is used to heat the factory and drying plant. No waste is produced from the timber log. Certificates: Regulation/protocol (VOC Test Report Indoor Air Comfort GOLD) French VOC Regulation: A French CMR components: Pass AgBB/ABG: Pass Belgian Regulation: Pass Indoor Air Comfort': Pass Indoor Air Comfort GOLD& Pass EN 717-1§: E1 BREEAM International: Compliant LEED v4: Compliant BREEAMO NOR: Pass Collaborations & supplier certificate WM1` xeutnr,t BYGGU11ALiRf66MAIN6EN 'EPR' PEFC i -A NOW Contact: If you are interested in BAUX acoustic products, please gat in touch. We ship globally through our headquarters and via local partners and representatives. For more information, visit baux.com or contact us at info@baux.com. BAUX FIG -Stockholm, Sweden baux.com/contact 0046 (B) 2107 07 info@baux.com 0 0 U 0 Q ry O LU Q W Q o O O rn LL O w w o ¢ o c" _ F- F W N = CA W LU V- 3: SO. jLO F - M LL X00 U W U W ' a U y W o p r- Lim o 0 CO 0 = o O Co o o F -- W W U o o aoi0p QOZ a >- Cj o~ oo o > o o Q z W Y W o Y o . c = U? N Z o c >- o > Z N _>- N = >- co o N¢ >- o Q >- o ¢ ca _ 0 0 UW = zf co C/) Zti '- ¢ W F- Z i- QZ QW SZ N zZ U 0 O W N O U J Z ~ o >>- QF= Co cN a= zo a aoi zr; m o c1-- O m N o I— _ N z' S = Zp Z aZ a)= D r c> W -- i co W o c pyo a) F- Of E p Q0WC. 0 U o to ai Q N o Q U 0 := co ' Q ai ca SQOoo OOn- coON o' QOM p C/) 0 NQQ0 m O, an' c p0 d "= U LLl o z a F- U , c USO c D O ¢>- Z0>- is= m>- Q>- N J c m m U + — N O C Q CU O F- ch W a0 N N to N O ~ o t5 v O Y map a) OCn. U) 0> N WO- ZWc J 04 W ! Y W W U_ C t O 3 O Q ( L O C Q N c " Qm N — N W HM 20? N ( ZQm c co N m N OM`' N p oSN = ca Q ' • 0 U W O Q ap O UJ CD cn O caF- oW cu F - Z= JNW WJoQ pW oJNW a) W- W U , W to ) CO W F_ p W p C corm- 01-, 0 U _ 3co00a UOO r cn Sc) 2: 0o= i- J- zF- UWMzi- >_ j - 77 F- ¢( 1) C14 p U r y. ZoorLL o Q o W Z UJ 0 cr- Iv WUZZWZ_ QC Z_ ryWDZWryQWF_ U) WF- OCOC7Z: W0zWry D0ryzzCOwWW_ 0Z_ WDZWryWCn0O0Co7500- 1LLWCDzWDzW01-1 uml F zumivZOHaLLJNujumlYQJZOHQuj I m 0zc0cn N CO z j WW ui 00Z U Q J W LL - 0 LU LL W z F- W U D J 6 Z co co WZ W O o- aLUz W J W J 7- Cn W W J Wj Cn C,) 0 li LLj LU0Lw 0 H X F- U W z LL W W W W W WF - z z z z z z W W W W W W U U U U U U Z z Z Z Z Z 0 0 0 0 0 0 U U U U U U 0 0 0 0 0 0 0 0 0 Cl 0 0 W W W W W W LU mo 0 D o 0 0 b D N CV CV N N N z F= U U Q Q a N z p a U) CD m n m 0 - CD CK) 0 w w Cl) m Q m M X CD o 0 M. - CD o O Z3cc C n CD 3 CD M Z m O 0 M C 1 O BI ; CI m 0 Q 0 i O 0 CDZ Z o CD cOn Q. N CD M D cn v 0 O o rn O 0 D Z 0 O r c CD 0 CD i O n cn -< C - 0 00 X 0 O 0 C) n C O 0r 3 Q C) O Z 0 nv 0- v. 0 Q A A o o X O rn L7 M 0. CL" 0 M U CD; 4 C 0 O C m 0 cn n N CCD o z - z O oco M Cn X Q, z D CL v 0 m D n a a to n Q O CSD cn m O cn r N Z CD m0 m A A o O N" N y 0 c m O cn Q. cn N n< i O O CD CD D w CCD 0 0 0 C) I 0 CD O cn3 0- O A) 4= O O O n 0 C) cn 0 w cn o n 3 CD Ca A A 0 CD cn o n n rl cc N D Q D W U3 ® — I C-) m CD n O O V W D C7 r Ii - n G) z cn X m cn X IV O o 0 cn wC:) m M X CD o 0 M. - CD o O Z3cc C n CD 3 CD M Z m C) 0 M rn D 1 O BI ; CI m 0 Q 0 i O 0 CDZ Z o r- O CD Z CD cn v r rn O 0 D Z 0 O r q - n i O n cn -< C - CD O 0 O 0 C) n C O 0r a Q C) O Z cD C/) 0 Q CL o o p O rn L7 M 0. CL" 0 M m m ch. v CD Cl) 0' c0 CSD C 0 0 CD CD o' LIL cn CSCv CD CDO 0 CD v n> 0 Z3 Q 0 0 CD t7 CS CD O 0 N p 0 0 00 O o 0 cn 0) 0 0 cr 0 CD sv cn c° rul O cn v 0_ Sy 0 0- O CD sv cnW K :: E CD v cn sv 0_ M X CD o 0 M. - CD o O Z3cc C n CD 3 CD M m C) c M c 1 O m m 0 Q 0 D 0 c0 Z o r- C7 CD 0 CD n n D O 0 D Z z r 0 CD z - z > i r n cn -< C - CD O 0 o O 0 0 O 0 C:) Q C) O o cD C/) C) < CL ten D sv 0• rn L7 M 0. M Z U D O O C u cn n N OM V c m oco M Cn 0 m D x o G) M D Cn to n Q cn cn m CD - i N Z CD Z D m O N" N 00 I- D O cn o o n< i O SQ CD CD D w u 0 I CD O O O A) 4= O O O n 0 C) CD 0 w cn 0- cD 3 CD Ca o n rl cc N D D T1 - n cnm v r-[ 7 m CD Cf) 3 m CD a o G O T CD m CD CD C CD m CD co n m z CD 0 0 D N N O D OIV 0 C/) m C) c C-) c 1 O m m 0 Q 0 D 0 c0 Z o r- C7 CD 0 a n n n D O 0 D Z z r 0 CD z - z > v' 0 r n cn -< C - D O y m N s o N C W 0 C:) Q C) O o C/) C) < M CL ten D sv 0• L7 M M M Z U D M O C u cn n z OM V c m oco M Cn 0 m D x o G) M D D N N O D OIV n 0 C/) m D 1 C-) Cn m 0 1 O W O O 0 Q 0 O 0 c0 C D o r- Z7 CD 0 a n n n C) O 0 D Z z D 0 CD z - z > v' 0 Cf) n cn -< C - D m y m N s o N C C s CD 0o Q C) m O 0 C7 0 C) < CL i7 W n s sv 0• D M M n Z U C M O C C7 w C7 G CD n z V c m rn c m N Cl) 00rnm n o G) c Cn to n Q cn cn cn CD - i N Z CD Z D m O N" N CD I- D O OG o o n< i O SQ C) D w s 0 o CD r D 3 n 0 C) 0 w cn 0- cD 3 CD Ca CD n rl cc cn ' D D CD a- CD3r 0 M oC7 W cn D 1 0 L O z 0 CD 0 G z o CD oCL M CL m cD 0 o w ry CD N m Cn z m 0 QQ cn z o CD C 1 I O z w Cn CD v ' = ti CD i CD m 0- 0 CD C v 0 WFn em* Q z 30_ conW O C7 C G) o rn m 1 r 0 N C :) o Em 7 7 o O m CD a P- m Q _ O m cQ m o p0 W O P M O M C D L c r c- C/)_ CD z cD O G) C7 c o CD m DO Cl) C7 v rn CD " 0 0_- 0 N CD N O= 0 m C) N X66 ) O Cn A W N W CD 0 m - 1 z - u C CD mm= m m m r- UD 0MM C) MxDAO- ion- 1>- 0 C p- IDzwx- n--- 1zrm; u immxm w> mrM m mzmp= MO= c 7occnm cmnm= mrnOm c mm r= a zDm , n > wo- u00Omw= M 0X D - 0 p - om O Gzm - r c0 C_ c m-- Icnm-,-- 0 MZM Dim mnCO0M; z7- c o 0- 0m cD CntnO - z= mM- u 0< rrn- IcnO0> 4 r- m0 0niD rnOC W O< z mDWO ' O z - n 0 . z m - A - En :=57, DM- C OD z - nm00z Dz- po pn; ® o U) u OOQDzw„ DODm= QZzzp- mzlyWxczr,- u Z: E: Dzomomo= ti mz m m cn= ccn0Cn= z Cn0D mm m mC-) 0 C-) m zm v' ODD M r- 90 z Ci mm - 2: 00000 O C7 m z0 n — I p- ZcnOXOrmn= Ono -- 0 F0 m mz6QM00 nr- O — Z cn c m- Irn. C7 — MM00 - Ti0 M- Icer= zDDz 00 Do ® Dmm= m- r° m0 0n6cnCmi 0 M mm- 1 MpOD; C 1> C) Mme O m z 0 c m D D M= Cl)l) 7; u) z = O z z m r= Z C M C) D m m 7 Cl) I D 0 ! OZm ODOmM- MMD000z- iZ D< mCn pnrnCnDDC) fJO;< 7 r z cnM mzm mc G z DCn rcn m O0 O - n DD DM M>> C cl) 0Mm== mm O WOzz F G) 0—r z Cf)-- iom0 z mm O --- I > 1O n0m 0C) - i cnm0r- mG 0; U CmMr-= O zD oz z o m- ICnmmv 0 m 1' U) Czn- iOsCwn D- u> nwi Dm m c z- mm.= mz= cnmm n m Oom mo- nD= mm z0- carom m O m m- r-- C cn= z nO m U) m- zi MJ0 C) M- r- mrODpm= OmmmD - i- n Dr Dr = 1 7D 7C r- 0 oopn= mzmmD- OD 00 --- 1 U) O- 1 mmz Cn DOm Dm 0 T11 C -)- r- r m- m z= 7J 0 D= n- Imcm zm Cl) sn 0 0mDZOmpmm - n 00 C/) M 2: M Z mr- mcn mmGD) mmmr rm' m m r= 0M- I U) D* o;) d O= xDDz C mmDm0nzm7uC) - I0 m- 00 0 mm m 5 0 : E 0- I rrlm- 1000 C7z- o< Z 0T1 - TIO m Dr''=- iOcn D ZZn0Dc 0- U C -) Om Z CnmmD tn O z- GmDn-< O r- In- G0roznO0707 m mC) -- I 0U) u-- E7 D vmmD - n rn- D m Trm z C D== mz-- Iz-{ z=-'' O- G nj-< 0 OD zOD0 - n M M - OiCn> O-0m -- 1 Dm- - 1- n - rl r- 0Mz mmm'- m NO p= r- ImnnDO rW Omm mOrDr- off cn 0 mM C-) 2: CD 7DmM_._ 10G7 M zC) cV)-<- acn D - Mimm rr U) mz c Wrn pOZ z= = mmm z r- - 0 D Dvxim m0 c-< z- 1 rrlm z nm mm 00 zn z z027 O - n - 10 M D7C -< 0 z CSD Q Z-- 1= c r M cmnO O mr m m z U) - Dir- zn 0 0 CD n v 0 0 O7 iV m 0 m CD M C) CU 0• N N N N N N N N N N N O O O O O O O OIV n 0 C/) m D ZmE:: zmDz M- 1 Z 0 CD D U) 0 3 CC/) o nma' v M cnD Q 0 O 0- cD D ` c0 C D D 0 n v v 0_ o0 X CD D c DOO o r O O 0 D Z z D 0 CD z - z > v' 0 Cf) n cn -< C - v C7 y m M G) D z D O p X 0o cern A o O N C 0 O m 0 C) < C 0 O C/) m 0 0 i r 0 B M U O O O O Cf) - 0 v+ c~, V v D Z = 0 w C:) N Cl) 00rnm 3 m CD n v 0 0 O7 iV m 0 m CD M C) CU 0• N N N N N N N N N N N D O O O O O O OIV m 10 O O - 4 O m o O co N a - P m r ZmE:: zmDz M- 1 n CD D U) 0 3 CC/) o nma' v M cnD Q 0 W r 0- cD D ` c0 m D 0 n v v 0_ o0 0 c> CD w N CD- 0 o- Z ptep O_ W CD O0 7r1 D OO o C/) C/) O 0 D Z z CD 0 CD z - z > v' 0 Cf) n cn -< C - v C7 y m C7 z D C4 o r D O CL CD n m' cn m r. CD 2- 7 m m m m n W 0 cD C CD cD c 00 00 CC O M p p C) N In N N T. cn LnCn c, cn CD n O O Sv m=_=•( 7 cr c0 0- 0- - n 0 Z o U D m v-_' C, CDD OO0 CD - s 0 c,- X 7r1 Z3o CD CD CD c( n Cf) CD n C7 m m - n z C> CD o C4 o O cn n m' cn m r. CD 2- 7 0 C) < cn C/) m 0 0 z 0 00 0 B M U 3 O 0 M 0 m w N4t m D M c z pQ oo g O C) c CU 0 D 0m Z C7 r - i v-_' C, CDD S` X 7r1 o O n Cf) CD m C7 z C> CDo C4 o m cn M r Cn 2- 7 a cn 3 M D z CD B M cD w a CD 0 N 0 C ED N o U w O CD O CD ci = 3 N - 0 CD CD M o C o v w o CD 0 cn w iJ m U) U) m 0 C U) C W 0 m w N4t m D M c z pQ oo g m D CD cn c CU 0 0m 0 m r - C) v-_' C, CDD z v D 7r1 o O CD w- P' t - c- C) co 0-) C7 C4 o cn o 0 2- 7 a cn 3 CD B CD O v o 0 N 3 m z n 0 C7 cn rn N m m a - a Co POJ C39 Cn d W - P W N _ a O p PO O - - . 0 m. D7D- U= Mr-= Z= ooOo: zl o> r- zp- D- j; ur- C0= m= mmz= mzozz= X= zmror--= ooxm(-- X== C= 0= O= 0r- zm= mlD= Z- 0 X0 - r M--IMm- 1C) C- icl) r- X IM MMM - if: r-= 0M-- iM= r- Mtn rn m mc-) mc Zoomo>-< M rn m0 O O (- 2: om= m-- j M = r- mOXmmmm- r= O=- im= rmw zm- 10mzOm0mAZC z ZnO z- 10 = zCDmCn- mmm wm_ Om mz 0pmc7 mczOmzm- Ipmr mm mc7 7- urmn0 mCm= c7m - nM M>> OZcn-- IO0 0rc mn ITIDm* OU)= x0nDnm rOc- l- nm0C 000fJ- v nOZC) O-- zD 7G n c mc C Dcc'' 0c- 1?' 0C) C cm0m 0= zmFn0M0Wc Onm -- j 000 1 1- = R - cn - y - I M -- I m m 0 m 0 m A- c D 0 0 m -< o cn O m m r X- m cn - D D Q Q Q O ; 0 p r p z zC) D rn OM< yCC s- ioDOmzmM> D- zMwW Mm m OO- D- IDzODmcmnz C z0 O> ODzrmO MZU) DG) 7-- Z z ozm= mmn DnOm DmzDzzzmz Ir mmm- Dmmm - U Co yzG7 m pm0C7- Im- I z mr r-= m ;( 7 Zm0 - z m zo6m - zi - ZIr 00- i z- 1 n mo-- Iz0- 1 mD mC O- iy ) z0m z- I Cn- Icn z ® 7D z 0 C- ID z GAO m D - - c DD m- o ozDC) D OzCn m z zmMmD D< mmDo00ycnDz- UX D Op>< O mD - D-_ I D DmD=-- ID - DDOzc- cnDO0yMzymcn>- QE:: M < m - n>> 2: OD MD Cl) r Cl) 0 m r 0 cn O D z 0 O D M cn r- D O O r- G7 m 7o Q -< - D W z r - 0 O O z z O O c ; a 0 0 cn p - 1 z m O 0 Z07MM0Cl) 2:- I ZzmO ZC-- i niy On - D0c c--Z z- n1>- Dn00DM Zz- I - 1 0x- OSI 7, -- j z---- I-- 1- Cf> 00DlC) 0onz000MwcOi m- OiD-- 1- O{ z- 1 z m--< cOQrcnri0. ZM r700m- nm _ = 0M00wxo00c- M 0:: o0 mcn mp m 00pmz® OOMO OD m0 Oo=-+ 00 mOzzQz- 10- oDOcnnz XDDmOMmO-- 1 D= z0z - i0nim iI DDnm- Cl) D r- m m0=- m m O z - 1 Om m MD D „ m m - 1 m Cn G) - n z z - 1 z = _ - _ _ z 7 z m m z - n m X u z - rn _ C) z o 0 - z1 7 r- M - i 0 0 - j 0 0 Cn ' U r n ci) 7- z M - - 1 - I 0 - n - i N Z - fT1 m C/) Cn - 1 D - i O m D - 1 cn D - 1 Z - - Cl)Cn U) M cn Gi DD 00mDCi ODnrm m0ODCzjz 7t7Z= crn= m < c 7o mzz n 00zC- Dp= z= D 70nDz; rJ _ = Z O= fJ=- Gr- CSD n DCn - 1 - n' _- CnCn z- 1- 1= = rZ m D OmZMU)> C cnM= D0 D mznnmCDj -< U) Dr DODr MGrnO_ Drc i m c oQomz= rD C) mCD7 mU) mn ® 1 mrD- Dr= O- 1 DODG7p mDDz D Dn M zc= 0-- j Jmr- 0X0 D r 0 " ' t r - I D r - n r -- I Cn - I D ; C7 m 0 O - I C m -< r 0 m 0 r- rn zmm- 0-- 1- 1- I < it7 7'- -;[ 700zc_ D0- Im; i7r MOO- 4= CmpmDOr Clr- 0 1; C10 0 M r= DD0 mrOm0cn' prp CmDO O - i' D m - fir Mz r mnOzOmO yp-- 1 p O= T== mz < C) c7C DOm 7 _ ? r rr- 0 c r 0 m =- c- ID - 0n0 m mOC Q7C7C7 7 7< J r-< br- hrn= D; pDOM ozm mmm c m 7 mm - ImDD ; C7' cD 7 = m Mr O Cn O m _ Dm - n v7 - I z- cnr D D - Ir- D = m- MO - c- Cn== z 1 m m DOC7 0; 7" mZ - nom-- 1 D( n D0 0MCnr7C mCn= = M zm Omr- O m-< ZODD m 7o- 1 7- m- rn D- i Z M00- 00 mMMw zz = Oz D== mOcncn n- i Om - O O- u O= m _ _ ni- 1- m Dr= 000tH= O - m - amMD: 0> 00 rr-- m®- n00 -- ice r- 1 = O zDOm mD- 1 v m - I m - I r- M Om -- p= m zm pM M - u ZC7 DO z0 ; pm D m 7o G) mr D 0MM- 7I _ I rp r= nm Im 7a Mr- D " 0 Ocn' Az= m M < O- IQ 7oD c mDOm O z- nz OQDz" cnD z Cn 70m -<- Ir C O- icnnD-<< 70 = - rz_ cn - G- rmOm Z7 ; I7 O C7zr r -< - 1) C/) mmm=-- 1r- M- Oar Z- 1 rto" D= O M= C) m- D= -< z - i x- 71 Din- iQr r m - orn mO n mr- p= r-< r-- rz= Z- 0- i0 D 1r" cnc Dr -< m® Oi oxmmc = srn OOOrmrD - W cmn 0W- 0C- z1 0 0Qz DD C-) Ir m - ice O D m 1' rl zc m mm z O m0 D= m mC rC O z Drn mCn - _ m 0 mr O - n m Drn0 u Om o O z mp oCn D to m =_ - z r- cnm mm z mtnmX- icn rz O- rn OM m 7DDr n _ m fr- D- 1 = 0- 0m0 mOm SOD ZO cn mD< n OOC cn- O - i r - O p- X0X0c7Z=- ADX z z z- nmO- T` m O mrm m5 cn D Z 0n z c7 m O Tmcn r rn- M cn0- 7 mm cn C7A Z X z r zz 0 0 G7 m Zm r- m r x mcn c0- 1 n O O - i- Iz rn' z = z o - n - C7 r Z7 m m < - n O cn D D O - o ' - Z n m D - < fJ z -- 1 m M - cn cn D O m - 1 00 cn cn -< c cn- G) rntnr- i 0 m O00rD D W- AZO- c D - nDD= n- i zmmxr- Ir0 m= im Onmc G XZmCf) :?: O n- 10- - 00 y0= n O = oo"- 1-< y0- I C/) Z z00 mr " zczn- iDO- 1 r Cpm G- lO zOz _- < < O 70 z - r1 rn m m- 1 O * m I m O C c - m m r z - I = z m D D- 0 - 1 D c n O c z O m m D D Z m D z c oo D 0 - n z- D M Om M M - 1 C7 TI Z m O D D G7 Cf) 7n r O °° TI- 1 0 M Cn0WMZ0> mm r Z m--<-_- IODOD Q nm- Im D - 1F- OQ monr - 1 m= zr== C7 ; O 0" pm - 1O D- I OD z0 D E5r- D00> X D- nprmrl= lzMX m -< m D M Mn, - n Ot? i) rCnOMm zc' U zmOOC n Cmi p 0 70m0C r r10 o -< yy D- irM= 0F0 c X qG) zm7o- 00zy m m - 1 - r mM 0 c 0 0 =_ >= w m O D Dn D - OC - i Q - a Cn = rn= m pr - Mx - Ir 0DD XOD r- O m" OmCD Win= - I m0- TO, Dm== O O cocmmmo 7 OC rr I z -< - I G7 D Z m - i 7C7 7- i( n m cn u Cn 0 - O Dzrz r - nO- I rn 00 ml OmmMD D r-- mlrnozOymCn = 7r =; O m r D Zm70 r 05 xm0Cm CD-, 0mr- C: D m> — 7mm m C7' TlD z z D( DMrMM mM O= m= m cn O 00 r- ymm 7- c 0 -- I-. 2:, z < r r m - m m- zCn D Cf) M - 1 - 1 m m0z z z0O- z C mDz- i0m- i zm C') O D Cn z D X m - min n m0Dr o0 Cl); 0 0z- z- 1= TrO mm- n m = rCmD O O mr- I Om WOcn rzrrzODOOm - nZD mn OnO Gz. Z07 D c r- Om MO 0 n0 00 00= 2M 0 MM = mDZD nn m 0 m D Z7o Mrn zm zC00r m z=- GDmcnO= Oct z DO O mMm DiDC mczi) D - IC m _ DO - I 0z z- z U) 00 Cl) 00z p n C—) G) => D Dr- zlm mn W O jpm mD ' i ' O G7 Tl m = D rp0 n- ICM>- u C)- im D- U- 1= z m woD OD- 1 Q CQ - Izz C) 0 - ice 0cn < m m= n r0M. M QM my z z D = 0;; o r-= 1 n0T1 MM mmm Mr- tDD> X im zD O 00Mcnzrm m OD mM z X0 Q z G) m = D O m 0 n x z ; u - rl - n m m- i- o- mD O _ 1 0 mo -- 1 Oz mm cnmc O m- IzmD Oz Z-- Ic= O ' rr wr0 0 xU) 00n , DD O 7[ 7D m C rn m z 0 m O- m 0 Z zz0 >- Iz 0 1 - FX G) C7 ' - Iz m= nZr D 0-- 1D c 0cn Dm= MM O= Q -° m m m r 0 m0c O D C7r- mo ® G 0G zzQl- nmtn XD- m ADD - l0 m 00 Dm n C - I 0 Corr- Z Z o Omcn CD - nm- 0 Z C : 2 D Dir-- 0 7i) p Dmm U) M _ = D0 Z= Z 0 cn _< - Z - n Z - n m z0 = r O - 1- I 0Ir- cmnz - Dim z DII mmx mOm m p= i OMm ° z C7 m D mr mz m , r tmn z wpm Z " U) z m DDD z - pZ0 " _ , C7 U) D r Cn0 " 7070 Cf) r O G7 z z OO - J O Cil - P W N CD cc) X CDCDC o Tl r 0 r 0 C) m X 0 C m- 1rom = n* r D0DmMDmD- 100m0 mc D DCOnzoz Cjnm0MO0 nDr= zN = 0= D>_* W2z awm zmyyOn n y T DOzrO0- nOZO m0mzD D D000C7y Cz) Mn rC) Wnm" Cm m0C->-) r- z mDD m m_ Wm =< 00 mDWWmW7o07om - 1z Oz O u m- r< Cn0r07' Z O z z D m < n z - IpmMX C) r- Mz Umi- lO oO myNoO D- IOm0 00D Cn- 0 ip07< 1O 7oo0 OmzX 7Xr = OX ivX DmMmMM zoom pmr rD- O0m Omr-< n mcm z = °° m m C7 mM mMD mCD cM MMmOC 00020 u ' rD m = m mm > Q M - M O O O' 0 M > C) Onz _ o- Im OOntn Xm mO r- Z< O °° Orno mzo. z07 T> U) m Cncr) ocnm= 0c n0M I= m= D - n- i mD- IDcm - i ml- - n< DMr- ; C7 _, 0 r = rzCn= ITIDznz m ZOrr--- 100 nMr`' Cl) o mwm>= 0 cn hMM IM 0mm D m mmMm a - - n -+= QN m= 0 C) - n z O cn> M m- 1 C) m D Q- 1 ZOD Nr M mDZI 0 m - h m m-<' M m- iA- D1 - ' M cno Om zz Oo mM _ -> Diz OCn C0 ---- I D M D O m D O m 0 1 Cn M Z0 G) Z m r 0 m U) C) 0 v m D m Pm -- q 2: -° m cc = D orm mIIJ z- i< mo- ia) O cn rnm oo m -, p - IZ O 00C)- 1zcocnr C) O - 1 O - i Ma D -< m C- S - N Cn O N_ CC W N_ C ' J CC OO Co CC N CC Co = N O v O C7 O O c` O• C" D C_ CJ CD CC C n C D ' N"' G m + C M A G 0 m C7 m Cl) — M A :? U) -- O — 0 W A CD CD - J CD N C N O 0 N Cb m X N r r - P m N ; C7 % cn CJO M n i D = _ umi Zc0 m 0A mZ 0 n ,<` m 0O M .-- l l J 0 r 0 01 co O y as 0 = O 0 a Z : X : A O sv iv 0 C) _ - I - G - G -< Z < -< O - G c' cc 0 W -« O 2 Q N00 coo W - i SODA O p 0D cQ NOM a) Nm ® co 0D - 0 0 rn" D oz -- ill M CY) 0 rn7o>>, w 7- 1 0 a 7 m oor- AC' I; C7 - z =_ Z M N > o D = o D - I = 0 0 M N3 ' c0 ao , rn 0 m 0 cfl " o cis, ( 0 G' CD m - c0 oo Z ® - z rN) " = 1 < N rn- O 0 P" - i a, z = o cn D -< r < z r W N 3> -- 0 M ' n Ozz cpz - 0 wZD -, oZ- I oM> IZ ppm IZ Ma A P > O o _ D o < D O DcnO rn <' G N-<= m Nz o -< o o;[ 7Z NSU) o M m N ® cD om o o C=) CDo= m ZQ CD C) m ON ii o C) Cl) o o= orn o o - n p oMC/) m ____ a w C r - n w - 1 W cn r0 O S m0 Fro Cl) : En rn Q l m v = m Q - n N 0 < o < c U)< K r- oo 00 A m A I co G - 1 m 00 C n z o to M CD 0 c CUCU 0 c CD 0 z CD C7 cn 3 B CD 3 o 3 m O n C7 C m O O O O O r o ca 0 0 0 D cn c 0 n D C) O a - a Co POJ C39 Cn d W - P W N _ a O p PO O - - . 0 m. D7D- U= Mr-= Z= ooOo: zl o> r- zp- D- j; ur- C0= m= mmz= mzozz= X= zmror--= ooxm(-- X== C= 0= O= 0r- zm= mlD= Z- 0 X0 - r M--IMm- 1C) C- icl) r- X IM MMM - if: r-= 0M-- iM= r- Mtn rn m mc-) mc Zoomo>-< M rn m0 O O (- 2: om= m-- j M = r- mOXmmmm- r= O=- im= rmw zm- 10mzOm0mAZC z ZnO z- 10 = zCDmCn- mmm wm_ Om mz 0pmc7 mczOmzm- Ipmr mm mc7 7- urmn0 mCm= c7m - nM M>> OZcn-- IO0 0rc mn ITIDm* OU)= x0nDnm rOc- l- nm0C 000fJ- v nOZC) O-- zD 7G n c mc C Dcc'' 0c- 1?' 0C) C cm0m 0= zmFn0M0Wc Onm -- j 000 1 1- = R - cn - y - I M -- I m m 0 m 0 m A- c D 0 0 m -< o cn O m m r X- m cn - D D Q Q Q O ; 0 p r p z zC) D rn OM< yCC s- ioDOmzmM> D- zMwW Mm m OO- D- IDzODmcmnz C z0 O> ODzrmO MZU) DG) 7-- Z z ozm= mmn DnOm DmzDzzzmz Ir mmm- Dmmm - U Co yzG7 m pm0C7- Im- I z mr r-= m ;( 7 Zm0 - z m zo6m - zi - ZIr 00- i z- 1 n mo-- Iz0- 1 mD mC O- iy ) z0m z- I Cn- Icn z ® 7D z 0 C- ID z GAO m D - - c DD m- o ozDC) D OzCn m z zmMmD D< mmDo00ycnDz- UX D Op>< O mD - D-_ I D DmD=-- ID - DDOzc- cnDO0yMzymcn>- QE:: M < m - n>> 2: OD MD Cl) r Cl) 0 m r 0 cn O D z 0 O D M cn r- D O O r- G7 m 7o Q -< - D W z r - 0 O O z z O O c ; a 0 0 cn p - 1 z m O 0 Z07MM0Cl) 2:- I ZzmO ZC-- i niy On - D0c c-- Z z- n1>- Dn00DM Zz- I - 1 0x- OSI 7, -- j z---- I-- 1- Cf> 00DlC) 0onz000MwcOi m- OiD-- 1- O{ z- 1 z m--< cOQrcnri0. ZM r700m- nm _ = 0M00wxo00c- M 0:: o0 mcn mp m 00pmz® OOMO OD m0 Oo=-+ 00 mOzzQz- 10- oDOcnnz XDDmOMmO-- 1 D= z0z - i0nim iI DDnm- Cl) D r- m m0=- m m O z - 1 Om m MD D „ m m - 1 m Cn G) - n z z - 1 z = _ - _ _ z 7 z m m z - n m X u z - rn _ C) z o 0 - z1 7 r- M - i 0 0 - j 0 0 Cn ' U r n ci) 7- z M - - 1 - I 0 - n - i N Z - fT1 m C/) Cn - 1 D - i O m D - 1 cn D - 1 Z - - Cl)Cn U) M cn Gi DD 00mDCi ODnrm m0ODCzjz 7t7Z= crn= m < c 7o mzz n 00zC- Dp= z= D 70nDz; rJ _ = Z O= fJ=- Gr- CSD n DCn - 1 - n' _- CnCn z- 1- 1= = rZ m D OmZMU)> C cnM= D0 D mznnmCDj -< U) Dr DODr MGrnO_ Drc i m c oQomz= rD C) mCD7 mU) mn ® 1 mrD- Dr= O- 1 DODG7p mDDz D Dn M zc= 0-- j Jmr- 0X0 D r 0 " ' t r - I D r - n r -- I Cn - I D ; C7 m 0 O - I C m -< r 0 m 0 r- rn zmm- 0-- 1- 1- I < it7 7'- -;[ 700zc_ D0- Im; i7r MOO- 4= CmpmDOr Clr- 0 1; C10 0 M r= DD0 mrOm0cn' prp CmDO O - i' D m - fir Mz r mnOzOmO yp-- 1 p O= T== mz < C) c7C DOm 7 _ ? r rr- 0 c r 0 m =- c- ID - 0n0 m mOC Q7C7C7 7 7< J r-< br- hrn= D; pDOM ozm mmm c m 7 mm - ImDD ; C7' cD 7 = m Mr O Cn O m _ Dm - n v7 - I z- cnr D D - Ir- D = m- MO - c- Cn== z 1 m m DOC7 0; 7" mZ - nom-- 1 D( n D0 0MCnr7C mCn= = M zm Omr- O m-< ZODD m 7o- 1 7- m- rn D- i Z M00- 00 mMMw zz = Oz D== mOcncn n- i Om - O O- u O= m _ _ ni- 1- m Dr= 000tH= O - m - amMD: 0> 00 rr-- m®- n00 -- ice r- 1 = O zDOm mD- 1 v m - I m - I r- M Om -- p= m zm pM M - u ZC7 DO z0 ; pm D m 7o G) mr D 0MM- 7I _ I rp r= nm Im 7a Mr- D " 0 Ocn' Az= m M < O- IQ 7oD c mDOm O z- nz OQDz" cnD z Cn 70m -<- Ir C O- icnnD-<< 70 = - rz_ cn - G- rmOm Z7 ; I7 O C7zr r -< - 1) C/) mmm=-- 1r- M- Oar Z- 1 rto" D= O M= C) m- D= -< z - i x- 71 Din- iQr r m - orn mO n mr- p= r-< r-- rz= Z- 0- i0 D 1r" cnc Dr -< m® Oi oxmmc = srn OOOrmrD - W cmn 0W- 0C- z1 0 0Qz DD C-) Ir m - ice O D m 1' rl zc m mm z O m0 D= m mC rC O z Drn mCn - _ m 0 mr O - n m Drn0 u Om o O z mp oCn D to m =_ - z r- cnm mm z mtnmX- icn rz O- rn OM m 7DDr n _ m fr- D- 1 = 0- 0m0 mOm SOD ZO cn mD< n OOC cn- O - i r - O p- X0X0c7Z=- ADX z z z- nmO- T` m O mrm m5 cn D Z 0n z c7 m O Tmcn r rn- M cn0- 7 mm cn C7A Z X z r zz 0 0 G7 m Zm r- m r x mcn c0- 1 n O O - i- Iz rn' z = z o - n - C7 r Z7 m m < - n O cn D D O - o ' - Z n m D - < fJ z -- 1 m M - cn cn D O m - 1 00 cn cn -< c cn- G) rntnr- i 0 m O00rD D W- AZO- c D - nDD= n- i zmmxr- Ir0 m= im Onmc G XZmCf) :?: O n- 10- - 00 y0= n O = oo"- 1-< y0- I C/) Z z00 mr " zczn- iDO- 1 r Cpm G- lO zOz _- < < O 70 z - r1 rn m m- 1 O * m I m O C c - m m r z - I = z m D D- 0 - 1 D c n O c z O m m D D Z m D z c oo D 0 - n z- D M Om M M - 1 C7 TI Z m O D D G7 Cf) 7n r O °° TI- 1 0 M Cn0WMZ0> mm r Z m--<-_- IODOD Q nm- Im D - 1F- OQ monr - 1 m= zr== C7 ; O 0" pm - 1O D- I OD z0 D E5r- D00> X D- nprmrl= lzMX m -< m D M Mn, - n Ot? i) rCnOMm zc' U zmOOC n Cmi p 0 70m0C r r10 o -< yy D- irM= 0F0 c X qG) zm7o- 00zy m m - 1 - r mM 0 c 0 0 =_ >= w m O D Dn D - OC - i Q - a Cn = rn= m pr - Mx - Ir 0DD XOD r- O m" OmCD Win= - I m0- TO, Dm== O O cocmmmo 7 OC rr I z -< - I G7 D Z m - i 7C7 7- i( n m cn u Cn 0 - O Dzrz r - nO- I rn 00 ml OmmMD D r-- mlrnozOymCn = 7r =; O m r D Zm70 r 05 xm0Cm CD-, 0mr- C: D m> — 7mm m C7' TlD z z D( DMrMM mM O= m= m cn O 00 r- ymm 7- c 0 -- I-. 2:, z < r r m - m m- zCn D Cf) M - 1 - 1 m m0z z z0O- z C mDz- i0m- i zm C') O D Cn z D X m - min n m0Dr o0 Cl); 0 0z- z- 1= TrO mm- n m = rCmD O O mr- I Om WOcn rzrrzODOOm - nZD mn OnO Gz. Z07 D c r- Om MO 0 n0 00 00= 2M 0 MM = mDZD nn m 0 m D Z7o Mrn zm zC00r m z=- GDmcnO= Oct z DO O mMm DiDC mczi) D - IC m _ DO - I 0z z- z U) 00 Cl) 00z p n C—) G) => D Dr- zlm mn W O jpm mD ' i ' O G7 Tl m = D rp0 n- ICM>- u C)- im D- U- 1= z m woD OD- 1 Q CQ - Izz C) 0 - ice 0cn < m m= n r0M. M QM my z z D = 0;; o r-= 1 n0T1 MM mmm Mr- tDD> X im zD O 00Mcnzrm m OD mM z X0 Q z G) m = D O m 0 n x z ; u - rl - n m m- i- o- mD O _ 1 0 mo -- 1 Oz mm cnmc O m- IzmD Oz Z-- Ic= O ' rr wr0 0 xU) 00n , DD O 7[ 7D m C rn m z 0 m O- m 0 Z zz0 >- Iz 0 1 - FX G) C7 ' - Iz m= nZr D 0-- 1D c 0cn Dm= MM O= Q -° m m m r 0 m0c O D C7r- mo ® G 0G zzQl- nmtn XD- m ADD - l0 m 00 Dm n C - I 0 Corr- Z Z o Omcn CD - nm- 0 Z C : 2 D Dir-- 0 7i) p Dmm U) M _ = D0 Z= Z 0 cn _< - Z - n Z - n m z0 = r O - 1- I 0Ir- cmnz - Dim z DII mmx mOm m p= i OMm ° z C7 m D mr mz m , r tmn z wpm Z " U) z m DDD z - pZ0 " _ , C7 U) D r Cn0 " 7070 Cf) r O G7 z z OO - J O Cil - P W N CD cc) X CDCDC o Tl r 0 r 0 C) m X 0 C m- 1rom = n* r D0DmMDmD- 100m0 mc D DCOnzoz Cjnm0MO0 nDr= zN = 0= D>_* W2z awm n y T DOzrO0- nOZO m0mzD D D000C7y Cz) Mn rC) Cm m0C->-) r- z m m_ Wm =< 00 mDWWmW7o07om - 1z Oz O u m- r< Cn0r07' Z O z z D m < n z - IpmMX C) r- Mz Umi- lO oO myNoO D- IOm0 00D Cn- 0 ip07< 1O 7oo0 OmzX 7Xr = OX ivX DmMmMM zoom pmr rD- O0m Omr-< n mcm z = °° m m C7 mM mMD mCD cM MMmOC 00020 u ' rD m = m mm > Q M - M O O O' 0 M > C) Onz _ o- Im OOntn Xm mO r- Z< O °° Orno mzo. z07 T> U) m Cncr) ocnm= 0c n0M I= m= D - n- i mD- IDcm - i ml- - n< DMr- ; C7 _, 0 r = rzCn= ITIDzn z m ZOrr--- 100 nMr`' Cl) o mwm>= 0 cn hMM IM 0mm D m mmMm a - - n -+= QN m= 0 C) - n z O cn> M m- 1 C) m D Q- 1 ZOD Nr M mDZI 0 m - h m m-<' M m- iA- D1 - ' M cno Om zz Oo mM _ -> Diz OCn C0 ---- I D M D O m D O m 0 1 Cn M Z0 G) Z m r 0 m U) C) 0 v m D m Pm -- q 2: -° m cc = D orm mIIJ z- i< mo- ia) O cn rnm oo m -, p - IZ O 00C)- 1zcocnr C) O - 1 O - i Ma D -< m C- S - N Cn O N_ CC W N_ C ' J CC OO Co CC N CC Co = N O v O C7 O O c` O• C" D C_ CJ CD CC C n C D ' N"' G m + C M A G 0 m C7 m Cl) — M A :? U) -- O — 0 W A CD CD - J CD N C N O 0 N Cb m X N r r - P m N ; C7 % cn CJO M n i D = _ umi Zc0 m 0A mZ 0 n ,<` m 0O M .-- l l J 0 r 0 01 co O y as 0 = O 0 a Z : X : A O sv iv 0 C) _ - I - G - G -< Z < -< O - G c' cc 0 W -« O 2 Q N00 coo W - i SODA O p 0D cQ NOM a) Nm ® co 0D - 0 0 rn" D oz -- ill M CY) 0 rn7o>>, w 7- 1 0 a 7 m oor- AC' I; C7 - z =_ Z M N > o D = o D - I = 0 0 M N3 ' c0 ao , rn 0 m 0 cfl " o cis, ( 0 G' CD m - c0 oo Z ® - z rN) " = 1 < N rn- O 0 P" - i a, z = o cn D -< r < z r W N 3> -- 0 M ' n Ozz cpz - 0 wZD -, oZ- I oM> IZ ppm IZ Ma A P > O o _ D o < D O DcnO rn <' G N-<= m Nz o -< o o;[ 7Z NSU) o M m N ® cD om o o C=) CDo= m ZQ CD C) m ON ii o C) Cl) o o= orn o o - n p oMC/) m ____ a w C r - n w - 1 W cn r0 O S m0 Fro Cl) : En rn Q l m v = m Q - n N 0 < o < c U)< K r- oo 00 A m A I co G - 1 m 00 C n z o H 6 a CD 0 0 I cm e • o Z d , • Co m m p I - o o 1 O n - I - n n m Cl) v - a ; v x x ; 10 X; v X 3 CD CD x o 3' 0 0 0 0 0 0 0 23 3 3 3 3 3 3 3 E 0m O c D 0 O z Z C O N O _ N n G O y N G y CD D 6 +) - 0 - 0 Cr CD O C CD O O Q o ( D CD w ` c 0 3 n Q m m T o n) 3 00- o m n CL 0 CD CL CID o `< p = 3 o ( m p r vg m o CD w CD Q. D O. X CD _ Co Z0 w U) c vc°' s CL - O 4 0iZ if C) o O O rn m D a D D n m mto mo T. cQ OO D cr i3 y U CS N i5 N OOo Cp w CD Cn N Cn CD CO 110 D G7 0 cn ssn) m T cn sy II ) C7 07 w d n0) v v nnim y CO v v v 0 i o m n m4` z 11 Il n n n p o u m CO 11 OoO m 3 Oro O O Cn co0 COO CDPCONnOD0 o W O 0 r 0 O_ 0 0 CL CL Q C n n Qa 0 n c o 11 C c p N II w .: nIi o 3 ! Q)• o ,=: o 3 x II v im C5c oWDm / owop co owoC r> m Cl) tD Co Q IDX n w cn xOrnCDCDCD 0 0 cCil 1 O Q D O z O O O D o o X z 0 D n m 60 I cnQ 0 W 70 No O N C" 0 O70 3 A w A P cn 0 CD w NZ 0) Os Cn m i w x o M_ m e-' N p O C ^ m Co II C, v U) w o 00 a CD 0 0 I cm e • o Z d , • Co m m p I - o o 1 O n - I - n n m Cl) v - a ; v x x ; 10 X; v X 3 CD CD x o 3' 0 0 0 0 0 0 0 23 3 3 3 3 3 3 3 E 0m O c D 0 O z Z C O N O _ N n G O y N G y CD D 6 +) - 0 - 0 Cr CD O C CD O O Q o ( D CD w ` c 0 3 n Q m m T o n) 3 00- o m n CL 0 CD CL CID o `< p = 3 o ( m p r vg m o CD w CD Q. D O. X CD _ Co Z0 w U) c vc°' s CL - O 4 0iZ if C) oO O rn m Tr 0 m T n a W 0 C cn OO D d p z O OOo @ O Cl) Cl) 110 D G70 cn D O T T cn sy II ) C7 07 T w i CO N o 0 i m r cn 0 0 o z I 3 3 U CDP Z3 o T CD T co CL O I Cn C ' O CD p O N> I D> C7 n mr r> m Cl) tD Co Q IDX n w cn CDCD CD 0 0 r O O O Q D O z O O O D o o X z 0 D n m 60 I 0 W 70 Cam IpmDmoplxm X O . rt m m I m ` n o V ONj W O C1 w N O N O W' I] 0 n O cnCO - 0 n I T C, 11 N II O = r w N O w ( No r C 0 0 o m co 0- 0 0 v d T O T Z7d T , s O O N 0 a A ri W n ' O W n n n w N 0 N yO o 0 n d-/ cQ < Ip -- A CAPO aCD CD CU CO C3. S a 0 C7 n CZ N 0) 3 I N• Q U) tom)) . If Ui O 11 O O W Q = a rn 6 c y NO-. Cn 1 r 00cn CID Imc) m n m s C7 D rC: CD C CD r- 0 O zU) C/) Tr 0 O T n m r 0 C cn OO D d p z r @ 0 r- fD C7 Q n 110 D G70 POC) D O co T cn sy II ) C7 07 D z w nM CO n o 0 O i m c 53 o 00 D O v - a A W fV z I 3 3 cn CDP Z3 o CD CD m CL O I Cn C ' O O p CD N> I D> cnoo z m X mr r> m CD Co Q IDX n w cn xOrnCDCDCD 0 0 cCil r O O O Q D O z O O O D o o X z 0 D w w m 60 I cnQ 0 W 70 No O N C" 0 O70 3 A w A P cn 0 CD w NZ 0) Os Cn m i w x o M_ m e-' N p O C ^ m Co II C, v U) w o 00 O O N: N d-/ cQ < Ip -- A CAPOaCD CD CU CO C3. S a 0 C7 n CZ N 0) 3 I N• Q U) tom)) . If Ui O 11 O O W Q = a rn 6 c y NO-. Cn 1 r 00cn CID Im c) m n m s C7 DrC: CD C CD r- 0 O zU) C/) Tr A O T O O r o r m m. d cn ( A Q r @ 0 r- fD C7 Q n 110 O 0 oev Z, cn sy II ) C7 07 N 0O x o 0 i m p 0 II O cO c D v - a A W fV zf- 3 3 0 O 0 CD m Sv O I Cn C ' O O CD O D N CD r> m CD Co d-/ cQ < Ip -- A CAPO aCD CD CU CO C3. S a 0 C7 n CZ N 0) 3 I N• Q U) tom)) . If Ui O 11 O O W Q = a rn 6 c y NO-. Cn 1 r 00cn CID Imc) m n m s C7 DrC: CD C CD r- 0 O zU) C/) Tr A O T O O r O r m m. v m r @ 0 n 110 O m 0- 0 cn Cn v v u CD 0 0 0 C:) p cO c D v - a n. 0 zf- 3 3 0 CD m D Cil on m CD O D C7rO CD r> m CD Co Q m CDCD CD 0 D O Q D O O O O O o X 0 w w m cm I C7f W N No O c. C" cn crn rn w A P CCD CD w NZ c S, 0 Az W n o cn T O o w o cn cn nwowWtoW N: N Q: D cn CL z m. T n T m n T; CD CD m CL G m m m m m V Cl) m w m m' m CIL N NON 110 r2 N CD con 1 mIs Co CD O N C) 0 0 m D Z D rn cn co SIMP O r cn r m O Z p Cn n O C7 Cn r O ( O O Ix O . rt O m. v IN D @ Cr 110 O cn cn Cn v v u CD 0 0 0 C:) p c D O n. 0 3 3 0 W N D N CD CD O D CD r> m 0 0 O O O O O o 0 0 w w N C] O I 0) C7f W N No O C" cn crn rn w P D w oo V 4 N A O W o o cn Cn o w o cn cn nwowWtoW N: O N 00 cn rj n C7 C) m. T T T m n T; T Z 0 m m m m m m w m m' m N NON 110 N. N O O O O O. O O O O O cn cn: N O CNO cN0 O) CD con 1 mIs Co CD O N C) 0 0 m D Z D rn cn co SIMP O r cn r m O Z p n p v p r Ncna -+ z r— - izwm0 - lz rr - I= cn zW00 00 Off o In m - 1com D m v m coo c` n m m- l o mA mNro moco Dorm m^) r= z - i< m v a' i o OD Dc, O D o N p N Z Cn O N W N ' J O [ D O j O C0 = O C7 N z = O O O O V O CQ m Z Z TI 0 CD N N N go OS - CC' O Zln W r' * 3. moi * W DT O. O-. , mO_ S` WDQ Cn O N . CD CoCD D m c CD S» N N N D.. ivy W 02L . 0 rl.) zCm °°- GDmO D 0 m mornc ' Pmz' 9 N n c.- Cn0 co ` G o -- I O .. W o CAD r — n Ic_ I n A p NOp n O - 1 OaOn_ a) ONZIn c= O IQ 16v) OpZ NvO o coOOD °' w 2 D z Iv ) cs 00 o OD W c o p o3i R CD Co Op m r on C10c w p2m m Zcfl Z aZ l Z D o - I D m Cn 6__ - DI Z m z< m N D -< r- -< Z N — O O O N OD z N CA m CO Z a a D IL] cn O p m o o cn " rn m o' o o v CD N" _ m iTl w o ) c o < o f o rn G N 2 No)' < off' ' OCn m NZG o= m w N - n o O y oZ c co a wZD mD BIZ" W m w W W N m m p C7 o CD C . O-. O Cn Z -- I COD Zip-+ CQ m N m m Z O p p OM O O- CD-- jC. 7 O2 "' - f D O as ro . O cn p O- o 0 o 2 0- O o m ti -- i --- I m O o o o) O o - n . p o m U% Q m 0 D lJ a o' I c'= W cn r0 oc aim to Cn 2 cn m D Z ( flcr " - n Cm0 o r N O Cl) C r a Z Cl) Ln. o ? r c" o o co Z Z O O m O ( O O Ix O . rt O D cr D m 110 m m O n C:) p c D C c, 0O O 0 o r O N W D Dp TIn D m 0 0 m No O 0C) D A 0 N: O N n C7 C) C DDr Z 0 n p v p r Ncna -+ z r— - izwm0 - lz rr - I= cn zW00 00 Off o In m - 1com D m v m coo c` n m m- l o mA mNro moco Dorm m^) r= z - i< m v a' i o OD Dc, O D o N p N Z Cn O N W N ' J O [ D O j O C0 = O C7 N z = O O O O V O CQ m Z Z TI 0 CD N N N go OS - CC' O Zln W r' * 3. moi * W DT O. O-. , mO_ S` WDQ Cn O N . CD CoCD D m c CD S» N N N D.. ivy W 02L .0 rl.) zCm °°- GDmO D 0 m mornc ' Pmz' 9 N n c.- Cn0 co ` G o -- I O .. W o CAD r — n Ic_ I n A p NOp n O - 1 OaOn_ a) ONZIn c= O IQ 16v) OpZ NvO o coOOD °' w 2 D z Iv ) cs 00 o OD W c o p o3i R CD Co Op m r on C10c w p2m m Zcfl Z aZ l Z D o - I D m Cn 6__ - DI Z m z< m N D -< r- -< Z N — O O O N OD z N CA m CO Z a a D IL] cn O p m o o cn " rn m o' o o v CD N" _ m iTl w o ) c o < o f o rn G N 2 No)' < off' ' OCn m NZG o= m w N - n o O y oZ c co a wZD mD BIZ" W m w W W N m m p C7 o CD C . O-. O Cn Z -- I COD Zip-+ CQ m N m m Z O p p OM O O- CD-- jC. 7 O2 "' - f D O as ro . O cn p O- o 0 o 2 0- O o m ti -- i --- I m O o o o) O o - n . p o m U% Q m 0 D lJ a o' I c'= W cn r0 oc aim to Cn 2 cn m D Z ( flcr " - n Cm0 o r N O Cl) C r a Z Cl) Ln. o ? r c" o o co Z Z O m D m p m O ( O O Ix O . rt cr 0 n a 110 o if C7 C c, 0O O 0 o n p v p r Ncna -+ z r— - izwm0 - lz rr - I= cn zW00 00 Off o In m - 1com D m v m coo c` n m m- l o mA mNro moco Dorm m^) r= z - i< m v a' i o OD Dc, O D o N p N Z Cn O N W N ' J O [ D O j O C0 = O C7 N z = O O O O V O CQ m Z Z TI 0 CD N N N go OS - CC' O Zln W r' * 3. moi * W DT O. O-. , mO_ S` WDQ Cn O N . CD CoCD D m c CD S» N N N D.. ivy W 02L .0 rl.) zCm °°- GDmO D 0 m mornc ' Pmz' 9 N n c.- Cn0 co ` G o -- I O .. W o CAD r — n Ic_ I n A p NOp n O - 1 OaOn_ a) ONZIn c= O IQ 16v) OpZ NvO o coOOD °' w 2 D z Iv ) cs 00 o OD W c o p o3i R CD Co Op m r on C10c w p2m m Zcfl Z aZ l Z D o - I D m Cn 6__ - DI Z m z< m N D -< r- -< Z N — O O O N OD z N CA m CO Z a a D IL] cn O p m o o cn " rn m o' o o v CD N" _ m iTl w o ) c o < o f o rn G N 2 No)' < off' ' OCn m NZG o= m w N - n o O y oZ c co a wZD mD BIZ" W m w W W N m m p C7 o CD C . O-. O Cn Z -- I COD Zip-+ CQ m N m m Z O p p OM O O- CD-- jC. 7 O2 "' - f D O as ro . O cn p O- o 0 o 2 0- O o m ti -- i --- I m O o o o) O o - n . p o m U% Q m 0 D lJ a o' I c'= W cn r0 oc aim to Cn 2 cn m D Z ( flcr " - n Cm0 o r N O Cl) C r a Z Cl) Ln. o ? r c" o o co Z Z O X a m T D a r - r D m z Z cn < c CSD < NNc O - X co CD O a) CD S CD v O' O Z C1 C CD C O =' — n CD o m _ * sv g °' o CD co co, CD o s C1 CD CD N W W a o CD v o 0 o° n CD CID Q o cn' a rz wcn v Cn z Q N G t? fA Q• m 3 y C p1 OO rn N ' m x D r EF r Z5, O X k O CD " r O C O N O O O N C G N— X L N G CD M 2 X 03 N OO a v s— v N OO N t1 Oo C1 CD N , CD cD - n N O O- B CD N. N N, - O w - O W1. - N. 6 O C N CT i' O' CD O to n O CO O Cp O O E3 NcD CD O. C1 CD N O• CD cn ! n W co O 9 O CD O 6 Q_ S N d O. cQ O O ( n m s s x v a z Ncn m CD 6 CID cn 20 a cc p- 1ZNtn>- Z-' r< - 1z W m0 z rr - 12w0 - 1Z W CA cn -{ 00C) - qZCOcAr C') 0-'- 1 O - 1 W m _ D s? O' N N C" O N W i - Cn - j Cb CO N C CO S N O n O v O L n O ` O i0 -. W W D ' D O CZ N ' O CD O = r p o p m m s CD v m N M m m m ff1 r o m c c8 D r m m r Z - i < m - o v, W Cn N O O N— O N CSSm 00 cQ x m v m S2Dc o ` ` s S — mcn= ooD n CD o Ds Z CD" m m a iv m N hC N D.,. oo mrn' -. N r m N Mew c -- 0M T•' rt o W to - C N V y { oo= n 0zcn o> G' Zco coSO b pZ amZ 0 O N 4t O .. 5 Z m C a. N O p ocn 0 0 W - j > D O S O D co N Cf) v N O 0 0 00 Y - o c . ` c' 0- O o G m V> cn o A sy T - m rD -- < CD S ti z co z o z cnA- C'> w; v Xp 3 m co p Oxr o A p cp = z W N ? o N 000" O Co rn" pkv, co o cn ZSc CD co" o OZSD N- cA -< r- 0 Z r m N T T D o o cn W CD o- w N D o o r _ W c CD oM* cco- S rn NQS C CD F.I.) zG_' C' o W m zf m C 41 n C" rn ` r.) N I— c m D D ' z" - oi m Z zl (-= m rnCD O m ' v om cQ o 0- 0- 1 0 "' OS - C) N m o" C) U) o' O O- o o - i N — I - 1 m rn o -- n w- 0- 1 coir coii gmm o.. m C ? M 0 m = m O = Cl) O> o p m O Cf) - 1 r - .- COl O o - ni r - n_- I A z0 z a s m CTD y m o o m o m O Z D G7 Q 3 T m P N . c) I ili Q W CD 4 CCS O y II- O O T I + D y I T 3 N CD 1' - 4,+ L1sv 6++ 1. 1 8" VARI S m f2 N CD J c0 O 7777= I W III= 1 ! III= CD II II_ ul III IIi= III III/ G/ I 1 II m L' II- III III- III _ I II 1 I IIIc I l i i 1= III III- III III= I I Z7 II iil Iii ul II!- III- 11 III - 1 C III1 IIi l o ocn III= 1 I I ill1 I I I != 111 III- CD III ISL- III III= IIi r cr II! ii II! ISI= 11 II!= 1i IIS= III III - III CIO 1 III- 11 - 11 _ I- III a III E.. w IIIIIII IiI CD aC CID S II d III - G 01) 0 : 5G' O N 7 V CLD 1; III III III— III ! III COD p III CD CID IM G CD w C 0 O m . b r N 0 m N O cQ G7 m n CD p U 5. o m M Z m CD Dm ca 0 N > 0 C. X Fmz m 3 o CD cnN cn G7 C w m x O Cal w n II m F G) I m N 5 Cl) V/ m co O 0 O T D 1 T 1+- 4., 60 1„ 8++ V RI S I N i III h IIi= I III I III ! I 41 CD i TI- III III-= 1 - I - I- III-- III h CD 4 III _! 11 1- o C Sv o Q c> I -- 00 0 t p CD CIDSn CID O ooO O n C T 1` . UUI/ AVIV j p 4 Lr+ I1cyli fll 1'. I C O Li 1! c11611EIIk: IIC- III. EEO uni lli_ n= uElu_ 0000 II t cr1 o O I; IIICrFFCW IIIOIIIiIIOo IILII IIFIIHII III III liI= III IE ill 71 Ilf III- IIEIII- 111- T Ill 0 l= I- rIIIW- I ITI= 1I I- LIWIII IIIIr11 1I11111 JILIIIW II! ID W W IIEJ - 11 W WE] II to WII W llrIIWW11- I m- a LAW 1 W u1 ill 111 LO o 00 0 I Ilu' I III III W- 111- 111- 11 III JI III III III III III III 111 W O (\ n III II[- Ill- 1- 11 W= III III W W= ill III=- v CL J 1W J 111 Ilf 17 III II WWW 0 0 W W' ILII! ilI1lyWWjWW o° o v o° y o O o _ CID CID CD ij ; II 11 11 11= m W W o 1 lll III- i1 ll. W W W W- L h ° IW, iIIWWilIIIIWWWIIk p rt a a y D N 711. 11WIIIWW111111 1111- Lo 1WWWllIW1111LL1- 1 p CD o 7Q . w m n cp fl' c•<' CD cD cn CD W- 111 W W W W ILhWhlo Jl W7j W il- 11I - 111I11WWW4WWLWdL00° ° 0 pN 0 CID CD CID" oc CD cp m m I1 WWIII-- I III ILiIIWIIII! 11F WJ1n ill II' 11111 , o aT y cp p_ CID w s u III u Ill 11 6ll_ c1 ° 0 U(' 0 ° d LI rW W- Ill 1 111- ILC1L 0° 0 111111 116 o 11LI11 W= H1 11. E F o ° 0 O LI III WIILII- II). 06 3 o 0O a IILW_ II W J. U-) GLi= lr ll6W W= W IlEl L/ r ll_ i- ILIf= l1 IIhW= 1= h O i ( 1611 Iil W lll- 1 r nao a CCD 0 N 51 KycL rli- 1 0 IKIILIIGII II 11 J IS1 i' 1 III' WWII 1100 & 00 m m w II I' IlfLllll 1111llI11' IWWWl11W0° 0 0 0o 111 II 1 1111 LILWJI- O II LII II IIh II W W- W M- 1 III IIL11 III ILII III_ 0 III W lll i-- HIM HID 00 A L O n IIM1llIII 1LWW- IHII q° 111- 111 II IIIJJ1W1- 11- Ll 11 W 111 ll llf L W- W- i W W J / O 11111 W 1ri11 W III W I 0 1 00 0 00 / 20 I - 1 III jl III I L1 W III III III- III III III I W TILL Il Tr 111 III- III Ih 111 IIIW IIIW III Lnll ill III III ' II= ooO 000000 IILII- III II III Ir 11 IIl III Q. 1yH I III- 3 I 1-! I III-, 11= 1 W=!= I IL= 1I L= 1_ I=! o 111= 1L 11= W- 1_ IIL= 1= 111416111= I OnO 0 uLljuWiL! 1 1" Iii" liilW111 JJ UJ'' G) -_' < A m o, CID CO o v c o Q Cr Cr 5. N CID n 3 3. p o ON O O CDCD O o N p O T to V- 3,+ Ca CD w 60 9„ W II O T T O O 1'', r 0 0 000 1 O 0 OI O f - 0 411 III III I III III III0 200 w III 111 111 11 _) r 111REM, III! II 111- 111 III- 111- 111 111 W- lLP O . O J. j 111 111 111 WI= 11I 111 I I M, In W- LI111 IILW= WH 11 III IIL111= 0 0 p a n r0o 0 1= W 11_ IiL 1= 11411 L111 111- W= W 0 r 0 m r1' L 111 m Int V r O P I O T. O p 1u r0 11 - Lv 00o0 III- 11 II II IiLll Ilnl l! W- 0 n L1 ll 11 W 1 0 Go i% F1161n11 III IILIII III- 111= W- 0 PIII III IL111IIL T III IIIW OO O 0 ElI1l' InI 1= 11 1F= II IhW I1= ALI c00 Ol 0 fLlll- Ilnll IIn Ir111f= 11nW C nSW-. IIE Gl. IIH1 00o/ o JJroo` 193 O[ IILI! 11616IIPIIfJIE111 III 1 Ill- EnlEllnlPllrl 11 II 11- AlCoo 0 IIFIIIIIIPIIHIrIIPIII III WLI 0 ILE111I Cl I IX111- L1i- M Il Plll IIf= IhLHIE1Ll III III 111= 11 CC+ IE7 111LL4- 11 IIRI IILIII II II- J I Ill, III III IIRIRIFII III III III- iT a W II, JIHICIIEII6Llnll 1114 0 v - W EjIElI I III i= WO 0 Oo r= Wh! LIIn ll- II IILIILll- 11jJIEIJ Ih El El I LI I EIII \ 11! 11 IIl iln! nil- O O I XLII111 O1 _ JL LM 0 0 ALL CL LL { L IIL) I 116 0 0 0 O W IIi 11111 IEIIH! 0 0 0 r IGII III W W 5=! 1= C- ° 11111j W W ILO1 i / 0 0 0 Gllnll 111 W Ilk- L' 1 . j_ I= IIO000 o IIF= ITI- W' W I1t- lhlLcILElI---- n11 111 11 111 1 a I I! 1 O 1u pr IL u unu 11! u. u1 n61 111;; 11',; IILf111141II IILP° 000 Oo, c Oo O O Iti- III 111 111 111 111 11 111- O X000001o ool 111 111 1u1F 0 0 0 W11111! W11 O OooOr" Oo IFi7 111 111 II III TF= 11 1 II 0 0 0 h 0 0I r IIUGWWI J r 1I IILIII- 1L- Io L'= L11 L= 1Rlnll II 11i - III I L- IIOOU 0 1TLIIr- II J161( II I1- II Ii IPIILII III- III II' I- CC- II 11; 11! 1 T r1- 1100 ° o Ol III IIFIIrIT 111 IIL D1 EIII 111 111 II1= 11 IBM O OOO y0 El 1HI IIllIl 111111 0 0 IIHI111 111 , I r LF= 1 11= 1 r1 I u F11 PITO r O 00 (..\ 00 h-- COD IM 0 7 p N O0 h11 IIHI O ^ 00 II W= IF- rr] 0 U ° a" vn CD O Q N OCL 1 I16iI. F! 11(= W 1161 1= L L v N CCID CL N CD y N C O Lcn O O N O O CDO CD N N o N N CD N COi O w N nCD 3 T v GQ O O d1 CCID O CDx 0 w o o a Cs v v CID m o m N 3 CL c % C v CL 6 N O CL O CD Cn v ? TO C7 p T p n m Cn Cf) CD 0Sv 1zv Cn cY mC Z r< m IZNmC) m 1: Zm O Cco ISChO r- m Izwcn Cl) --- I 000 m C m 1Zo( nr 0 i O O 0- 4 y O m 0 I co a) V O D DO I T O m O Z n7 CD O r CDD C11 j N A CCn i C N S N cO ; a a N. n W N Z7zPr' y I-.. j 3 m .-. Oo_< C9nC CART G Z7 CC CD= Z- 1< men_ C o - - 1 NSC- nC amzvm NmBCW n C O- N N I N C y n O O - I 7O O L CJD M: N N T D N T 1 O W n Im ,< •,- o Q O C N v D CA X0) v, _ — io O vmi rn Z cfl p m colo a Z - t O cn NO NT m ' . 0O> v c[ - a O CD n O . z co RC1 n m Q N Cn p C" 1 rn0OW D pD ate"{ pCID Op o O ou 0 v p m .+ n Z o_ w o O L z n N ' v D D I y w Q 00 y aTD rn p m y pTc Co vo rn cn ' Co WZ CD CD i v D = C) CID o 0 o z v wTcnxyN = r o rD o oa 1 r D n wN N CQ l/ O mC co y D C ozZ O D .+ mz No O - G D O wZY m - G oz- i = N -< S orrl N Z ,' G BIZ m W m o p CD O_ 7 z IIZ mc N Cn S = r m UOi Cn m CG T N A R7 z CD TO O CD Of< cQ O O- O ONI p2 CID zO D OCOnC CID N G Z7 F IM O- o Cn o C o O= O ar o- Ornw= o ooT p O o - 1 n omen m n m cn i I m p 0 W Z m p rn N oD m m N r ii Z v T m m O o O o o r Ui D U z m 00 00IM D z 0 Z Teatown’s mission is to inspire our community to lifelong environmental stewardship January 9, 2025 Mr. Edward Kolisz Assistant Building and Fire Inspector Bureau of Fire Prevention 363 Underhill Avenue Yorktown Heights, NY 10598 Re: Teatown Lake Reservation — Campus Renovation Dear Mr. Kolisz: We greatly appreciate the time afforded to our team for discussion of the Sprinkler mandate of Ch 130-2-E as it relates to our project at Teatown Lake Reservation. Below is a summary of key points issued in previous memos as well as discussed during our three meetings thus far on the fire safety measures incorporated into the design of the Education Building and why the project is unique: • The Education Center is a single-story, 5,920-sf building. • The building structure is non-combustible steel and concrete. • All exposed building materials are class A - fire resistant with little or no flame spread or smoke development, far exceeding NYS Interior finish classification requirements. • All interior wall assemblies meet a minimum 1-hr fire resistance rating, and the walls between classrooms meet a 2-hr fire resistance rating (the duration that a wall can withstand and contain a fire), exceeding NYS code which requires no fire resistance rating for this building use, size, and construction type. • All rooms except the restroom and mechanical room have a direct means of exterior egress in addition to the two primary entrances to the building, i.e. two means of egress from each room, exceeding code requirements. • The building includes a fire alarm system that both alerts occupants and notifies the local fire department. • Fire extinguishers are located near primary entrances and within each occupiable room. Extinguishers and emergency signage and lighting will be inspected and maintained by Hudson Valley Fire Safety Inc. • All building materials and features meet and, in most cases, exceed the requirements of the New York State Building Codes. • The building is to be used for educational purposes, primarily programming led by Teatown educators, with no habitation or overnight public use. • No fuel or similar combustible fluids will be stored in or near the building. • Teatown staff undergoes periodic training on the use of extinguishers, fire drills, and emergency safety measures. Additionally, the project site poses the following unique conditions: • There is no municipal water access. • Accessing the lake water would require trenching through ledge rock and a healthy stand of trees. • Introduction of a diesel fire pump would require the introduction of a diesel fuel tank (there are no fossil fuels otherwise planned for the Education Center, in part to limit the presence of combustible materials), as well as an ~8,000 gallon water tank. The efficacy of these measures will depend on the reliability of equipment and their maintenance. In conclusion, The Education Center’s passive fire safety measures meet the intent of Yorktown’s more stringent regulations, exceeding NYS code. The project’s passively safe design, modest size, daytime educational use, and site present unique conditions that merit consideration as a special case. In addition, Teatown is committed to introducing a dry hydrant in a location approved by the Fire Bureau that would not only aid fire fighters in responding to a fire at the Education Building and other Teatown buildings, but would also serve the community. Very truly yours, Alan Sorkin Managing Director cc: A. Tung D. Riesel E. Bunge A. Morgan R. Steinberg Town Board Ref. Local Law Ch. 280 - Water