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HomeMy WebLinkAbout11 - Jun 8, 2026 - PUBLIC - RedactedRichard Fon Robyn A. Steinberg, AICP, CPESC 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 June 8, 2026 7:00 PM 1. Correspondence 2. Meeting Minutes – May 18, 2026 REGULAR SESSION 3. Jacob Road Solar Decision Statement Location: 35.16-1-4; 1805 Jacob Road Contact: Zarin & Steinmetz, LLP Description: Proposed site plan and special use permit to develop a 3.125 MW AC solar facility on a 15-acre portion on Lot 4 of the Colangelo Subdivision. WORK SESSION 4. York Farms Estates Discussion Amended Site Plan Location: 37.17-1-19; 1870 Baldwin Road Contact: Site Design Consulants Description: Proposed amendment to the York Farms Estates to legalize four additional units that were not previously approved by Resolution #96-12 dated May 13, 1996. 5. 450 Hilltop Real Estate LLC Discussion Major Subdivision Location: 37.06-1-25 & 37.05-2-2; 450 Hilltop Road & 2526 Crompond Road Contact: Site Design Consultants Description: Proposed 17-lot subdivision of two parcels consisting of 29.69 acres within the R1-40 zoning district. 6. Town Board Referral 3766 Foothill Street Location: 15.08-1-6; 3766 Foothill Street Contact: Ralph G. Mastromonaco, P.E., P.C. Description: Proposed construction of a single-family house and driveway on a 7.96-acre parcel within the R1-20 zone. The home will be served by municipal water and sewer. 7. Cozzi fka McTaggart (Spano Subdivision) Discussion Site Plan Location: 37.11-1-46.1; 2241 Saw Mill River Road Contact: Jorge B. Hernandez, R.A., A.I.A. Description: Proposed development of a single family home, driveway, stormwater mitigation, and utility connections on a 1.71 acre parcel within the R1-40 zoning district. This parcel is Lot 1 of the Spano Subdivision and is the only undeveloped lot. Last revised: June 5, 2026 Correspondence Minutes Jacob Road Solar Total # of Trees Surveyed:1856 Total Protected Trees to be Removed:1125 PROTECTED TREE CALCULATION A 13.34 B 3 C 4.45 D 1125 E 5003 F 509 G 4494 H $61,600.00 PROTECTED WOODLAND CALCULATION I 16.2 J 705,672 K 141.1 L $42,340 Total Calculated Payment to Tree Bank Fund:$103,940.00 Average DBH of protected trees being removed (inches): **Please note: This worksheet is a guide for the Planning Board to use in determining required tree mitigation. Refer to Town Code Chapter 270 for definitions and mitigation requirements. Average DBH of replacement trees (inches): Mitigation Ratio: (A/B) Protected Trees to be Removed (≥8"dbh, not invasive or dead): Required # replacement trees: (CxD) Disturbed Protected Woodland (SF): (Ix43,560 SF) Area subject to regulation: (J/5,000 SF) Calculated Payment to Tree Bank Fund: (Kx$300) # Replacement trees being planted: Tree deficient: (E-F) Calculated Payment to Tree Bank Fund: (D x $100) Protected Woodland - Woodland of 10,000 SF or greater in area regardless of individual property boundaries. Payment to Tree Bank Fund Required - $300 for every 5,000 SF of Protected Woodland Disturbed. Disturbed Protected Woodland (acres): STREAM 1 FIG 1 1 ZONING COMPLIANCE FIGURE SCALE: 1" = 100' N GRADING & DRAINAGE LEGEND: 5/ 1 5 / 2 0 2 6 2 : 1 2 : 3 6 P M DRAWING NUMBER: © 2021 LaBella Associates VE R S I O N 2 1 . 1 PROJECT NAME: DRAWN BY: ISSUED FOR: DATE:PROJECT NO.: JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 REVIEW 05/15/2026 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NAME: 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com FIG 1 ZONING COMPLIANCE FIGURE CAR Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig Safely.New York JA C O B R O A D S O L A R 18 0 5 J A C O B R O A D , Y O R K T O W N , N Y 1 0 5 6 7 FR E E S T O N E R E N E W A B L E S PR O J E C T N O : 2 2 3 1 8 6 9 IS S U E D F O R T O W N R E V I E W MA Y 2 0 , 2 0 2 6 PROJECT NO: 2231869 FEBRUARY 23, 2024 REVISED MAY 20, 2026 JACOB ROAD SOLAR 1805 JACOB ROAD YORKTOWN, NEW YORK 10567 LOCATION MAP N.T.S. FREESTONE RENEWABLES DESCRIPTION INDEX OF DRAWINGS COVER SHEETG001 C131 SITE PLAN SHEET NO.PAGE NO.REV DATE 6 5 1 3 4 2 10 05/20/26 EXISTING CONDITIONS PLAN SITE PLAN EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLANC100 C101 C102 C130 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com 7 8 9 10 11 12 13 14 15 16 C132 C140 C141 C142 C150 C151 C152 C530 C550 SITE PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL PLAN SITE DETAILS EROSION & SEDIMENT CONTROL NOTES AND DETAILS 17 C180 LANDSCAPING PLAN 18 C531 FENCE DETAILS ATTORNEY: SITE CIVIL ENGINEER, SURVEYOR, AND LANDSCAPE ARCHITECT:RECORD OWNER: APPLICANT: TOWN OF YORKTOWN ZONING DISTRICT: ONE FAMILY RESIDENTIAL (R1-160) BULK TABLE: ZONING REQUIREMENTS: 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 C170 DRIVEWAY PLAN AND PROFILE 19 10 DEMOLITION PLANC120 EXP: 6/30/2028 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 05/20/26 20 10 05/20/26 C532 SITE DETAILS YONATAN & MARIA COHEN GLORIA SACCHINELLI LUIS P. TUQUINAHUI-MAITA JASON ADAM LEVY & KAREN RESNIK LEVY CHRISTOPHER & NOELLE DUNDERDALE WETLAND 5 C100 EXISTING CONDITIONS PLAN C100 1 EXISTING CONDITIONS PLAN SCALE: 1" = 50' N LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 6 : 2 0 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 0 0 _ 2 2 3 1 8 6 9 _ E X I S T . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS NOTES:MATCHLINE - SEE SHEET C101 JOHN R. BECKER DAVID S. & LILI KASDAN NUA & ADRIANA DEDVUKAJ ANTHONY C. & PATRICIA MARTINEZ BRIAN P. MAHONEY STREAM 1 WETLAND 4 C101 EXISTING CONDITIONS PLAN C101 1 EXISTING CONDITIONS PLAN SCALE: 1" = 50' N LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 6 : 2 9 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 0 0 _ 2 2 3 1 8 6 9 _ E X I S T . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS MATCHLINE - SEE SHEET C100 MATCHLINE - SEE SHEET C102 NOTES: KYLE M. & ANN MARIE BOHRINGER RAFAEL & MARLENE LOPEZ WALLACK FAMILY LIMITED PARTNERSHIP MA T T H E W S . & D A N I E L L E L . T A R A N G E L O WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 STREAM 3 STREAM 4 STREAM 2 C102 EXISTING CONDITIONS PLAN C102 1 EXISTING CONDITIONS PLAN SCALE: 1" = 50' N LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 6 : 4 0 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 0 0 _ 2 2 3 1 8 6 9 _ E X I S T . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS MATCHLINE - SEE SHEET C101 NOTES: C120 DEMOLITION PLAN C120 1 DEMOLITION PLAN SCALE: 1" = 100'N LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 7 : 1 2 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 2 0 _ 2 2 3 1 8 6 _ D E M O . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS 0'100'200'300' WETLAND 5 LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 7 : 3 1 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 3 0 _ 2 2 3 1 8 6 9 _ S I T E . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C130 SITE PLAN N C130 1 SITE PLAN SCALE: 1" = 50' SITE LEGEND: MATCHLINE - SEE SHEET C131 NOTE: WETLAND 1 STREAM 1 WETLAND 4 LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 7 : 4 6 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 3 0 _ 2 2 3 1 8 6 9 _ S I T E . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C131 SITE PLAN N C131 1 SITE PLAN SCALE: 1" = 50' MATCHLINE - SEE SHEET C132 MATCHLINE - SEE SHEET C130 SITE LEGEND: NOTE: WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 STREAM 3 STREAM 4 STREAM 2 LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 7 : 5 8 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 3 0 _ 2 2 3 1 8 6 9 _ S I T E . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C132 SITE PLAN N C132 1 SITE PLAN SCALE: 1" = 50' MATCHLINE - SEE SHEET C131 SITE LEGEND: NOTE: WETLAND 5 ∅ ∅ LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 8 : 2 3 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 4 0 _ 2 2 3 1 8 6 9 _ G R A D . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C140 GRADING & DRAINAGE PLAN C140 1 GRADING & DRAINAGE PLAN SCALE: 1" = 50' N MATCHLINE - SEE SHEET C141 GRADING & DRAINAGE LEGEND: WETLAND 1 STREAM 1 WETLAND 4 ∅ LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 8 : 2 9 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 4 0 _ 2 2 3 1 8 6 9 _ G R A D . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C141 GRADING & DRAINAGE PLAN C141 1 GRADING & DRAINAGE PLAN SCALE: 1" = 50' N MATCHLINE - SEE SHEET C142 MATCHLINE - SEE SHEET C140 GRADING & DRAINAGE LEGEND: WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 STREAM 3 STREAM 4 STREAM 2 LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 8 : 3 5 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 4 0 _ 2 2 3 1 8 6 9 _ G R A D . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C142 GRADING & DRAINAGE PLAN C142 1 GRADING & DRAINAGE PLAN SCALE: 1" = 50' N GRADING & DRAINAGE LEGEND: MATCHLINE - SEE SHEET C141 WETLAND 5 LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 9 : 1 1 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 5 0 _ 2 2 3 1 8 6 9 _ E R O S . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C150 EROSION & SEDIMENT CONTROL PLAN C150 1 EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 50' N C150 EROSION & SEDIMENT CONTROL PLAN EROSION CONTROL LEGEND: MATCHLINE - SEE SHEET C151SEEDING NOTES: STREAM 1 WETLAND 4 LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 9 : 2 2 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 5 0 _ 2 2 3 1 8 6 9 _ E R O S . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS EROSION & SEDIMENT CONTROL PLAN C151 1 EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 50' N C151 EROSION & SEDIMENT CONTROL PLAN EROSION CONTROL LEGEND: MATCHLINE - SEE SHEET C152 MATCHLINE - SEE SHEET C150 SEEDING NOTES: WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 STREAM 3 STREAM 4 STREAM 2 LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 0 9 : 3 4 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 5 0 _ 2 2 3 1 8 6 9 _ E R O S . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS EROSION & SEDIMENT CONTROL PLAN C152 1 EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 50' N C152 EROSION & SEDIMENT CONTROL PLAN EROSION CONTROL LEGEND: MATCHLINE - SEE SHEET C151 SEEDING NOTES: C170 DRIVEWAY PLAN AND PROFILE C170 2 DRIVEWAY PROFILE SCALE: 1" = 40' HORIZONTAL 1" = 8' VERTICAL LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 1 0 : 0 2 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 7 0 _ 2 2 3 1 8 6 _ P L A N - P R O F . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C170 1 DRIVEWAY PLAN SCALE: 1" = 40'N 0'40'80'120' C180 LANDSCAPING PLAN C180 1 LANDSCAPING PLAN SCALE: 1" = 100'N LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 1 0 : 3 5 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 1 8 0 _ 2 2 3 1 8 6 _ L A N D S C A P E . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS 0'100'200'300' PLANT LIST QTY SPACINGSIZECOND AVG GROWTH RATECOMMON NAMEABRVBOTANICAL NAME TREES NOTES: EVERGREEN PLANTING DETAIL NOTES: DRIVEWAY SECTION DETAIL SECTION PLANA A NOTES: MATERIALS SPECIFICATION FOR BIORETENTION TYPICAL BIORETENTION DETAIL SECTION THRU OVERFLOW WEIR NOTES: PIPE TRENCH DETAIL (TYPICAL) TYPICAL HDPE END SECTION NOTES:ELEVATION FRONT PLAN TYPICAL END SECTION - HDPE NOTES SECTION PLAN CATCH BASIN/MANHOLE DETAIL PRECAST CONCRETE CMP OR HDPE CEMENT GROUT SEAL JOINT PIPE CONNECTION TO DRAINAGE STRUCTURE- ACCEPTABLE MANHOLE STEPS SECTIONA COPOLYMER POLYPROPYLENE MH STEP PLAN VIEW NOTE: LEVEL SPREADER SECTION B-B A B LEVEL SPREADER SECTION A-A A B LEVEL SPREADER DETAIL NOTES: GRAVEL DIAPHRAGM SPACING SLOPE (%)SPACING (FT) 8 TO 10 100 10 TO 20 75 20 TO 35 50 GRAVEL DIAPHRAGM LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 1 0 : 5 5 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 5 3 0 _ 2 2 3 1 8 6 9 _ S I T E D E T A I L . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C530 SITE DETAILS STORM SEWER NOTES: "NAME" SOLAR ARRAY COMPANY, LLC 24HR EMERGENCY CONTACT NAME, PHONE, ADDRESS NO TRESPASSING PRIVATE PROPERTY. UNAUTHORIZED ENTRY PROHIBITED. VIOLATORS WILL BE PROSECUTED UNDER AUTHORITY OF THE STATE OF NEW YORKPENAL LAW SECTION 140.10 NO TRESPASSING PRIVATE PROPERTY. UNAUTHORIZED ENTRY PROHIBITED.VIOLATORS WILL BE PROSECUTED UNDER AUTHORITY OF THE STATE OF NEW YORK PENAL LAW SECTION 140.10 NOTICE IN CASE OF EMERGENCY CALL ( ) - - DANGER HIGH VOLTAGE. KEEP OUT WARNING THESE FACILITIES ARE MONITORED BY VIDEO & ELECTRONIC SECURITY EQUIPMENT WARNING ANYONE DAMAGING, VANDALIZING, OR INTERFERING WITH THE OPERATION OF THIS FACILITY IS IN VIOLATION OF TITLE 18. UNITED STATES CODE SECTION 1366 AND PUNISHABLE BY 10 YEARS IMPRISONMENT AND $50,000 FINE. NOTICE IN CASE OF EMERGENCY CALL ( ) - - WARNING THESE FACILITIES ARE MONITORED BY VIDEO & ELECTRONIC SECURITY EQUIPMENT WARNING ANYONE DAMAGING, VANDALIZING, OR INTERFERING WITH THE OPERATION OF THIS FACILITY IS IN VIOLATION OF TITLE 18. UNITED STATES CODE SECTION 1366 AND PUNISHABLE BY 10 YEARS IMPRISONMENT AND $50,000 FINE. DANGER HIGH VOLTAGE. KEEP OUT NO TRESPASSING PRIVATE PROPERTY. UNAUTHORIZED ENTRY PROHIBITED. VIOLATORS WILL BE PROSECUTED UNDER AUTHORITY OF THE STATE OF NEW YORK PENAL LAW SECTION 140.10 NOTICE IN CASE OF EMERGENCY CALL ( ) - - WARNING THESE FACILITIES ARE MONITORED BY VIDEO & ELECTRONIC SECURITY EQUIPMENT WARNING ANYONE DAMAGING, VANDALIZING, OR INTERFERING WITH THE OPERATION OF THIS FACILITY IS IN VIOLATION OF TITLE 18. UNITED STATES CODE SECTION 1366 AND PUNISHABLE BY 10 YEARS IMPRISONMENT AND $50,000 FINE. DANGER HIGH VOLTAGE. KEEP OUT "NAME" SOLAR ARRAY COMPANY, LLC 24HR EMERGENCY CONTACT NAME, PHONE, ADDRESS 7' TALL 24' WIDE VEHICLE GATE 7' TALL 6' WIDE PERSONNEL GATE 7' TALL CHAIN LINK SECURITY FENCE PERMANENT SIGNAGE DETAIL LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 1 0 : 5 8 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 5 3 0 _ 2 2 3 1 8 6 9 _ S I T E D E T A I L . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C531 FENCE DETAILS VARIES (20' MAX.) PLAN GENERAL NOTES: 1.PROVIDE A 4800 LB/FT ENHANCED NON-WOVEN GEOTEXTILE SEPERATION LAYER AND INSTALL PER MANUFACTURER RECOMMENDATIONS INCLUDING OVERLAPS BASED ON SUB GRADE CBR. 2.THE GEOCELL SHALL BE CONNECTED WITH REBAR J HOOKS. 3.PROVIDE ANCHORS TO KEEP PANELS OPEN FOR INFILL AS REQUIRED. 4.LIMIT THE DROP OF INFILL TO PREVENT PANEL DISTORTION. PERMEABLE ACCESS ROAD GENERAL NOTES: 1.USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E. PROVIDE ACCESS FOR MOWING EQUIPMENT REPAIR OR MAINTENANCE, ETC.). 2.LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESS ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. 3.REMOVE STUMPS, ROCKS, AND DEBRIS AS NECESSARY. FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND COMPACTION LEVEL. 4.REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY ENGINEER. COMPACT TO THE DEGREE OF THE NATIVE IN SITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDES STORMWATER DRAINAGE. 5.GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED. 6.REMOVE 6" TO 8" TOPSOIL, AS DIRECTED BY ENGINEER. 7.REMOVE REFUSE SOILS, AS DIRECTED BY ENGINEER. 8.THE CROSS SLOPE OF THE ACCESS DRIVE SHALL NOT EXCEED 5%. 9.LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICH MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FOR POST-CONSTRUCTION USE, SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. 10.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 11.THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION AND CONSTRUCTION VEHICLES WILL NO LONGER USE THE ROAD. DECOMPACT SUBGRADE WHERE PERVIOUS ROAD WILL BE CONSTRUCTED IN SAME LOCATION AS CONSTRUCTION HAUL ROAD. GEOCELL MATERIAL NOTES: 1.THE GEOCELL, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 5%. THE GEOCELL PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS SLOPE OF 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 4.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4” CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 5.GEOCELL SYSTEM SHALL BE CARTHAGE MILLS CX-20 6" H-20 LOADING OR APPROVED EQUAL. GEOCELL SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4” CRUSHED STONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 7.THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOCELL PANELS SHALL BE CONNECTED WITH J HOOKS AT EACH INTERLEAF AND END TO END CONNECTIONS. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION, TYING, AND CONNECTIONS. 8.PREPARE THE SUBGRADE AS SHOWN. (DO NOT COMPACT SUBGRADE.) 9.VERIFY SUBGRADE STRENGTH. IF UNACCEPTABLE, THE SOILS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. 10.EXPAND THE GEOCELL SECTIONS INTO POSITION AND CONNECT THE END TO END INTERLEAF CONNECTIONS PER MANUFACTURER'S INSTRUCTIONS. 11.PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS. BASIS OF DESIGN: CARTHAGE MILLS WOVEN GEOTEXTILE MATERIAL NOTES: 1.GEOTEXTILE MATERIAL TO BE CARTHAGE MILLS FX-60HS OR APPROVED EQUAL. BASIS OF DESIGN: CARTHAGE MILLS NYSDOT ITEM 703-02 STONE GEOCELL MATERIAL, CARTHAGE MILLS CX-20 GEOCELL (OR APPROVED EQUAL) LIMITED USE ACCESS ROAD TO BE FLUSH WITH ENTRANCE AND MATCH EXISTING ELEVATION GEOTEXTILE FABRIC NON-WOVEN CARTHAGE MILLS FX-60HS VARIES (20' MAX.) 10" MIN. EXISTING GRADE CARTHAGE MILLS FX-60HS NON-WOVEN GEOTEXTILE CARTHAGE MILLS CX-20 6" GEOCELL SYSTEMS (TYP.) (DESIGN PER MANUFACTURE TO SUPPORT H-20 LOADING/80,000 LBS/ AXLE LOAD 145 KN) 1:4 SLOPE TO EXISTING GRADE 12" MIN. NYSDOT ITEM 703-02 STONE. 2" WEAR SURFACE REMOVE EXISTING TOP SOIL MIN 6" TO 8" SELECT FILL PECULATION RATE TO BE AT A MIN EQUAL TO OR FASTER THAN EXISTING SUB-GRADE EXISTING SUBGRADE TO REMAIN UNCOMPACTED. 1:4 SLOPE TO EXISTING GRADE EXISTING GRADE #4 REBAR J-HOOKS PER MANUFACTURER RECOMMENDATIONS 18" MIN. 18" MIN. WRAP GEOTEXTILE AROUND GEOCELL LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 1 1 : 0 3 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 5 3 0 _ 2 2 3 1 8 6 9 _ S I T E D E T A I L . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS C532 SITE DETAILS PERVIOUS ACCESS DRIVEWAY DETAIL NOTES: TEMPORARY SOIL STOCKPILE DETAIL PLAN VIEW PROFILE CONSTRUCTION ENTRANCE SPECIFICATIONS: STABILIZED CONSTRUCTION ACCESS DETAIL NOTES:SECTION PERSPECTIVE VIEW SILT FENCE INSTALLATION DETAIL NOTES: TEMPORARY TOPSOIL, FERTILIZER, SEED & MULCH DETAIL STONE APRON SIZING REQUIREMENT - TABLE "A" SECTION PLAN END SECTION WITH STONE LINED APRON DETAIL SECTION VIEW NOTES: PERMANENT GRASS LINED DIVERSION SWALE DETAIL NOTES: CONCRETE WASHOUT AREA DETAIL GENERAL EROSION AND SEDIMENT CONTROL NOTES: MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: CONSTRUCTION SEQUENCING NOTES: TOPSOIL SPECIFICATIONS: SITE PREPARATION: TOPSOIL MATERIALS: APPLICATION AND GRADING: VEGETATIVE COVER SPECIFICATIONS: TEMPORARY VEGETATIVE COVER (DURING CONSTRUCTION): PERMANENT VEGETATIVE COVER (AFTER CONSTRUCTION): EROSION AND SEDIMENT CONTROL MEASURES: SPDES GENERAL PERMIT GP-0-25-001 COMPLIANCE NOTES: ’ SECTION VIEW STONE LINED CHANNEL DETAIL C550 EROSION & SEDIMENT CONTROL DETAILS LBA NRJV Revisions NO:DATE:DESCRIPTION: 1 04/30/2024 REVISED PER TOWN COMMENTS 2 07/30/2024 REVISED PER TOWN COMMENTS 3 08/28/2024 REVISED PER TOWN COMMENTS 4 08/22/2025 REVISED PER TOWN COMMENTS 5 10/08/2025 REVISED PER TOWN SOLAR LAW UPDATE 6 01/12/2026 ADJUSTED TRAIL LOCATION NOT F O R C O N S T R U C T I O N DRAWING NAME: 5/ 2 0 / 2 0 2 6 4 : 1 1 : 1 8 P M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2022 LaBella Associates \\ c a s h . l a b \ U \ P r o j e c t s \ F r e e s t o n e R e n e w a b l e s L L C \ 2 2 3 1 8 6 9 - J a c o b R d S o l a r Y o r k t o w n N Y \ 0 6 _ D r a w i n g s \ C i v i l \ 0 1 _ C 5 5 0 _ 2 2 3 1 8 6 9 _ E R O S - D E T . d w g FREESTONE RENEWABLES, LLC P.O. BOX 630678 HIGHLANDS RANCH, CO 80163 JACOB ROAD SOLAR 1805 JACOB ROAD, TOWN OF YORKTOWN, WESTCHESTER COUNTY, NEW YORK 2231869 TOWN REVIEW 02/23/2024 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 7 02/27/2026 NEW TRAIL CONFIGURATION EXP: 6/30/2028 8 04/23/2026 EMERGENCY ACCESS ROAD 9 05/08/2026 REVISED PER TOWN COMMENTS 10 05/20/2026 REVISED PER ENGINEER COMMENTS 12-12-79 (3/99)-9c SEQR State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination of Non-Significance Project Number Date: This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. The as lead agency, has determined that the proposed action described below will not have a significant environmental impact and a Draft Impact Statement will not be prepared. Name of Action: SEQR Status:Type 1 Unlisted Conditioned Negative Declaration: Yes No Description of Action: Location:(Include street address and the name of the municipality/county. A location map of appropriate scale is also recommended.) SEQR Negative Declaration Page 2 of 2 Reasons Supporting This Determination: (See 617.7(a)-(c) for requirements of this determination ; see 617.7(d) for Conditioned Negative Declaration) If Conditioned Negative Declaration,provide on attachment the specific mitigation measures imposed, and identify comment period (not less than 30 days from date of pubication In the ENB) For Further Information: Contact Person: Address: Telephone Number: For Type 1 Actions and Conditioned Negative Declarations, a Copy of this Notice is sent to: Chief Executive Officer , Town / City / Village of Other involved agencies (If any) Applicant (If any) Environmental Notice Bulletin, 625 Broadway, Albany, NY 12233-1750 (Type One Actions only) PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING SITE PLAN, SPECIAL USE PERMIT FOR A LARGE-SCALE SOLAR ENERGY SYSTEM, STORMWATER POLLUTION PREVENTION PLAN, AND TREE PERMIT FOR JACOB ROAD SOLAR RESOLUTION NUMBER: #00-00 DATE: On motion of _________, seconded by _________, and unanimously voted in favor by Fon, LaScala, Bock, Garrigan, and Haughwout, the following resolution was adopted: WHEREAS in accordance with the Planning Board's Land Development Regulations, Town of Yorktown Town Code Chapter 195, adopted February 4, 1969 and as amended, a formal application for the approval of a site plan titled “Jacob Road Solar,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026 was submitted to the Planning Board on behalf of Jacob Solar 2344 NY, LLC (hereinafter referred to as “the Applicant”); and WHEREAS the property owned by Featherbed Properties, Inc. is located at 1805 Jacob Road, also known as Section 35.16, Block 1, Lot 4 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”); and WHEREAS the Applicant is proposing to construct a 3.125 MW AC large scale solar energy system on a 20.3 acre project area within a 52.23-acre parcel known as the Colangelo Subdivision; and WHEREAS the Colangelo Subdivision was previously approved by Resolution #21-01, dated February 8, 2021; and WHEREAS pursuant to SEQRA: 1. The action has been identified as a Type 1 action because the proposed action involves the physical alteration of more than 10 acres. 2. The Planning Board has been declared lead agency on <DATE>. 3. A negative declaration has been adopted on <DATE> on the basis of a Full EAF dated October 8, 2025. WHEREAS the applicant has submitted as part of his application the following maps and documents: Site Plans Jacob Road Solar Resolution #00-00 Site Plan Approval Page 2 of 8 1. A drawing, Sheet 1 of 20, titled “Cover Sheet,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 2. A drawing, Sheet 2 of 20, titled “Existing Conditions Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 3. A drawing, Sheet 3 of 20, titled “Existing Conditions Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 4. A drawing, Sheet 4 of 20, titled “Existing Conditions Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 5. A drawing, Sheet 5 of 20, titled “Demolition Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 6. A drawing, Sheet 6 of 20, titled “Site Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 7. A drawing, Sheet 7 of 20, titled “Site Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 8. A drawing, Sheet 8 of 20, titled “Site Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 9. A drawing, Sheet 9 of 20, titled “Grading & Drainage Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 10. A drawing, Sheet 10 of 20, titled “Grading & Drainage Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 11. A drawing, Sheet 11 of 20, titled “Grading & Drainage Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 12. A drawing, Sheet 12 of 20, titled “Erosion & Sediment Control Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 13. A drawing, Sheet 13 of 20, titled “Erosion & Sediment Control Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 14. A drawing, Sheet 14 of 20, titled “Erosion & Sediment Control Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 15. A drawing, Sheet 15 of 20, titled “Driveway Plan and Profile,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 16. A drawing, Sheet 16 of 20, titled “Landscaping Plan,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 17. A drawing, Sheet 17 of 20, titled “Site Details,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 18. A drawing, Sheet 18 of 20, titled “Fence Details,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 19. A drawing, Sheet 19 of 20, titled “Site Details,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and 20. A drawing, Sheet 20 of 20, titled “Erosion & Sediment Control Notes and Details,” prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026; and Jacob Road Solar Resolution #00-00 Site Plan Approval Page 3 of 8 Additional Documents 21. A Tree Inventory, prepared by LaBella Associates, dated June 5, 2026; and 22. A Stormwater Pollution Prevention Plan, prepared by LaBella Associates, dated October 2025, and last revised May 2026; and 23. A CO2 Sequestration Offset Analysis, prepared by Freestone Renewables, dated May 3, 2024, and last revised on October 22, 2025; and 24. A Project Decommissioning Plan, prepared by Freestone Renewables, dated May 2026; and 25. An Operations, Maintenance, and Sustainability Plan, prepared by Freestone Renewables, dated March 25, 2026; and 26. A Line of Sight study, prepared by LaBella Associates, and dated October 20, 2025; and 27. A visual profile from Dalton Drive, prepared by LaBella Associates, and submitted on April 22, 2026; and 28. A Zoning Compliance Figure, prepared by LaBella Associates, and dated May 15, 2026; and WHEREAS in lieu of active recreation in the typical form of an athletic field or playground, the Colangelo Subdivision approval required the dedication of an approximately 10 foot wide, permanent easement that will be used as a trailway connection from Jacob Road, through the Property, to the Hunter Brook and the Jeremiah R. Dineen Hunter Brook Linear Park to Jacob Road; and WHREAS the Applicant has proposed to relocate the trail easement along the western edge of the solar array, in between the solar array fence and the landscape buffer; and WHEREAS the Applicant proposes a tree mitigation plan, which consists of the following: A. This project requires removal of 1125 protected trees, and the total area of 701,316 square feet of a protected woodland, therefore a payment to the Tree Bank Fund in the amount of $103,940.00 is required; and B. The Applicant proposes to plant 509 trees on the site as shown on the Landscaping Plan, sheet 16 of 20, listed herein; and C. The disturbed area within the perimeter fence will be seeded with an Ernst Solar Farm Seed Mix; and WHEREAS the Applicant has proposed to construct a fire access drive near the array entrance and an access gate at the south end of the array in location as shown on the Site Plan last revised May 20, 2026; and Jacob Road Solar Resolution #00-00 Site Plan Approval Page 4 of 8 WHEREAS the Planning Board has referred this application to the following boards and agencies and has received and considered reports of the following: Boards/Agencies Report Date Building Inspector 01/02/2024, 05/17/2024 Bureau of Fire Prevention 04/27/2026 Conservation Board 05/19/2024 Town Engineer 05/04/2026, 05/18/2026 Trail Committee 01/21/2026 Tree Conservation Advisory Commission 05/19/2024 Westchester County Planning Board 10/28/2024 NYC DEP 10/17/2024, 05/18/2026 WHEREAS the requirements of this Board's Land Development Regulations, Town Code Chapter 195, have been met; and WHEREAS a Public Informational Hearing was held in accordance with § 195-39(B)(1) of the Yorktown Town Code on the said site plan application at the Town Hall in Yorktown Heights, New York on October 7, 2024, and continuing and closing on November 4, 2024; and WHEREAS having reviewed all current site plans, equipment and construction plans, environmental plans and reports, comments and reports from Town professional staff, the public, and other interested and involved agencies associated with the application before it; and having conducted a public hearing held in accordance with the Yorktown Town Code on the said site plan, special use permit, and wetland, stormwater, and tree permit applications commencing on March 23, 2026, continuing on May 18, 2026 at Town Hall in Yorktown Heights, New York, and closing on May 28, 2026 after a 10 day written comment period; BE IT NOW RESOLVED that the application of Jacob Solar 2344 NY, LLC for the approval of a site plan titled “Jacob Road Solar” as prepared by LaBella Associates, dated February 23, 2024, and last revised May 20, 2026, be approved subject to the modifications and conditions listed below, and that the Chairman of this Board be and hereby is authorized to endorse this Board's approval of said plan upon compliance by the applicant with such modifications and requirements as noted below; and BE IT FURTHER RESOLVED the Planning Board finds the proposed site plan meets all the requirements and special use permit standards set forth in Sections 300-36 (general standards) and §300-81.4 Solar power generation systems including those requirements relating to the appropriate location, intensity and size of the proposed solar farm use in relation to nearby uses, setbacks, required screening and buffering to minimize views of the solar Jacob Road Solar Resolution #00-00 Site Plan Approval Page 5 of 8 facility to the greatest extent reasonably practicable as established by the line of sight studies and related assessments showing the limited view sheds from residential properties given the remaining wooded areas, added evergreen tree screen and topographic conditions; and BE IT FURTHER RESOLVED the Planning Board finds the proposed trailway easement location acceptable; and BE IT FURTHER RESOLVED the Applicant is required to provide the following measures to mitigate the environmental impacts of the proposed solar facility: A. A payment to the Tree Bank Fund in the amount of $103,940.00; and B. The Installation of 509 trees on the site as shown on the Landscaping Plan, sheet 16 of 20, listed herein; and C. The disturbed area within the perimeter of the fence will be seeded with Ernst Solar Farm Seed Mix; and Modify plans to show: 1. _________________________________________________________________ 2. _________________________________________________________________ 3. _________________________________________________________________ Additional conditions that must be completed prior to signature of the approved site plan by the Planning Board Chairman and Application for a Building Permit: 4. Applicant must obtain Stormwater Pollution Prevention Plan approval from the NYC Department of Environmental Protection. 5. Submission of a Final Stormwater Pollution Prevention Plan acceptable to the Town Engineer and approved by the Planning Board. 6. Submission of fees as per town requirements in the form of separate checks made payable to the Town of Yorktown: Tree Bank Fund $103,940.00 Jacob Road Solar Resolution #00-00 Site Plan Approval Page 6 of 8 7. Submission of inspection fees and security, in a form satisfactory to the Town Attorney, to the Engineering Department as required by the Town Engineer. Fees to be determined after Planning Board approval and a complete final set of drawings and site work estimate are submitted to the Town Engineer. 8. Submission of a Functional Assessment of Protected Woodlands to be Removed pursuant to § 300-81.4F(3)(j). Additional conditions that must be completed prior to issuance of a Building Permit: 9. Submission of a decommissioning bond in an amount sufficient to cover the cost of decommissioning throughout the useful life of the solar farm. The bond shall be in the form of a performance bond issued by a reputable bonding company representing 80% of the cost of decommissioning, with the remaining 20% in the form of a cash bond pursuant to § 300-81.4(G)(1). 10. Applicant must obtain all necessary permits from outside agencies. Conditions that must be met prior to the commencement of site development work: 11. A Town of Yorktown Building Permit must be obtained. 12. All required erosion and sediment control measures shall be installed as per the engineering plans and as required by the NYSDEC Standards and Specifications for Erosion & Sediment Control. 13. All other permits required by regulatory authorities (if any) shall be obtained. 14. A pre-construction meeting must be held at the site. The applicant or a representative shall contact the Engineering Department (914) 962-5722 x220 to arrange this meeting. All erosion controls and limits of disturbance lines (such as silt fence and orange construction fencing) are to be installed prior to this meeting. Additional conditions that must be completed prior to issuance of a Certificate of Occupancy: 15. The Applicant shall submit an as-built survey to the Planning Department and certify all site work has been completed in compliance with the approved site plan and architectural elevations and request a final site inspection and sign off by the Planning Board prior to the issuance of a certificate of occupancy; and Jacob Road Solar Resolution #00-00 Site Plan Approval Page 7 of 8 Additional requirements 16. Solar Energy Systems shall comply with all applicable laws, including, as applicable, the Fire Code of the State of New York and Applicant must obtain all necessary permits from outside agencies. 17. All Large-Scale Solar Energy Systems shall maintain an emergency key box on site to provide for emergency access to the system and to provide for the storage of vital system information. 18. Any real property with a Solar Energy System approved herein is exempt from taxation to the extent of any increase in the assessed value thereof by reason of the inclusion of such Solar Energy System under New York Real Property Tax Law § 487, the property owner shall be required to enter a contract with the Town for payments in lieu of taxes (“PILOT”), as set forth in N.Y. R.P.T.L. § 487(9). The amount of such PILOT shall be set by the Town Board, upon recommendation of the Town Assessor. Said recommendation shall be based upon industry-recognized standards (e.g., the New York State Energy Research and Development Authority (NYSERDA) PILOT calculators). Under N.Y. R.P.T.L. § 487, Solar Energy Systems are not exempt from special district ad valorem taxes, which will be the responsibility of the property owner in addition to any PILOT payments; and 19. The owner, operator or manager of the solar power generation system must conduct annual inspections of the site’s approved landscaping, screening, buffering, and any other required vegetative plantings or structures required under this approval. The inspection shall ascertain the health, effectiveness, condition and viability of such landscaping, screening, buffering, and any other required vegetative plantings or structures. The findings of each annual inspection shall be reported to the Town Engineer as a written report with photographs where necessary. Any dead or diseased vegetative material or any other deficiencies within the planted screen around the perimeter of the solar array shall be promptly replaced or repaired by the site owner, operator, or manager. If such diseased, dead or deficient material is not promptly replaced or repaired to the satisfaction of the Town Engineer, the Town Engineer shall exercise enforcement action pursuant to § 300-193 of the Town Code; and 20. Pursuant to Town Code Section 300-81.4(L), the operator of the solar power generation system shall commit to providing Yorktown residents a 90-day period to enroll, prior to the potential for enrollment of non-Yorktown residents and signs a deed restriction to be recorded against the property that prohibits the creation, construction, installation, and development of battery energy storage systems also known as BESS on the site; and Jacob Road Solar Resolution #00-00 Site Plan Approval Page 8 of 8 BE IT FURTHER RESOLVED, that in accordance with Town Code Chapter 248, Chapter 178, Section 300-228(A), and Chapter 270, the application of Freestone Renewables for the approval of a Stormwater Pollution Prevention Plan, Wetland, and Tree Removal Permit #WP-FSWPP-T-009-24 is approved subject to the conditions listed therein; and RESOLVED, Permit #WP-FSWPP-T-009-24 shall not be valid until it has been signed by the Chairman of this Board; RESOLVED the Applicant will retain an independent third-party Environmental Systems Planner, a “Qualified Inspector” as defined by the New York State Department of Environmental Conservation in the SPDES General Permit for Stormwater Discharges from Construction Activity, to supervise and be present during the construction of the erosion control measures, and which Environmental Systems Planner will provide bi-weekly inspection reports regarding the status of erosion control measures to the approval authority via the Town Engineer and the Planning Department throughout construction; and RESOLVED the Applicant must notify the Planning Board in writing stating the name of the Environmental Systems Planner or Firm that will be completing the bi-weekly inspection reports and shall notify the Planning Board in writing if this Planner or Firm changes; and BE IT FURTHER RESOLVED that unless a building permit has been issued by <DATE>, or a time extension has been granted by the Planning Board, this approval will be null and void. BE IT FURTHER RESOLVED the special use permit granted by this resolution for a large- scale solar power generation system shall run with the site plan approval and all improvements shall be completed within 24 months once a building permit is obtained. F:\Office\WordPerfect\RESOLUTIONS\Draft Templates\RESOLUTION-SITE PLAN-Revised.docx York Farms Estates Richard Fon Robyn A. Steinberg, AICP, CPESC Chairperson 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 Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights To: Zoning Board of Appeals From: Planning Department Date: May 26, 2026 Subject: York Farm Estates 1870 Baldwin Road, Yorktown Heights SBL: 37.17-1-19 ____________________________________________________________________________________ The Planning Board is currently reviewing an amended site plan application to legalize four units in the development that were constructed inside the existing buildings by the previous property owner, but never received Certificates of Occupancy because only 79 units were approved on the last approved site plan. These four additional units will bring the Floor Area Ratio up to 0.207, where 0.200 is the maximum permitted in the R-3 zone. The Planning Board toured the four units and determined that the addition of the units would not have an adverse impact on the existing community. The site also provides the required parking for 83 units based on the current parking requirement of 1.5 spaces per unit. In addition, these four units, consisting of 1 studio and 3 one-bedroom rental apartments, would contribute to the diversity of housing available in Yorktown. Therefore, the Planning Board refers this application to the Zoning Board of Appeals for review and recommends its approval. Respectfully submitted, Robyn A. Steinberg, AICP, CPESC Director of Planning cc: Site Design Consultants Westchester Management, LLC Submission Form to the Westchester County Planning Board For Planning and Zoning Referrals Requiring Notification Only County Reference Number ______________ The Westchester County Planning Board has predetermined that certain categories of planning and zoning applications are matters for local determination only. For any application listed below, submission of this completed form will satisfy the requirement of NYS General Municipal Law and the Westchester County Administrative Code that the local board provided adequate notification to the county Planning Board in accordance with Planning Board procedures. No other material need be sent. Upon receipt, the county Planning Board will complete the bottom section of this form and return it to you for your records to indicate compliance with referral requirements. When completed, save this form as a .pdf file and e-mail to: or print and fax to (914) 995-3780. Please note: All applications given a positive declaration pursuant to SEQR must be referred as a complete application. Do not use this form. Municipality: _______________________________________________________________________________ Referring Agency (check one): Planning Board or Commission Zoning Board of Appeals City or Common Council/Town Board/Village Board of Trustees Application Name and Local Case Number: _______________________________________________________ Address: __________________________________________________________________________________ Section: ______________________ Block: _________________________ Lot: ________________________ Submitted by (Name and Title): ________________________________________________________________ E-mail address or fax number: _________________________________________________________________ The above-referenced application qualifies for the notification-only procedure to the county Planning Board because it falls within the category of action checked below: Zoning Area Variance to decrease front yard setback, decrease minimum street frontage or decrease average lot width for property abutting a state or county road or park. Special Use Permit or Use Variance to allow less than 5,000 square feet of new or renovated floor area and less than 10,000 square feet of land disturbance. Site Plan to allow less than 5,000 square feet of new or renovated floor area and less than 10,000 square feet of land disturbance on property within 500 feet of: x The boundary of a city, town or village x The boundary of an existing or proposed state or county park, recreation area or road right-of-way x An existing or proposed county drainage channel line x The boundary of state- or county-owned land on which a public building or institution is located or x The boundary of a farm located in an agricultural district. Do not write below this line. Date received by the Westchester County Planning Board: __________________________________________ Notification acknowledged by (name and title): ____________________________________________________ LOCATION MAP NOT TO SCALE Sh e e t of Yo r k t o w n H e i g h t s , N Y 1 0 5 9 8 ww w . s i t e d e s i g n c o n s u l t a n t s . c o m F a x : ( 9 1 4 ) 9 6 2 - 7 3 8 6 L a n d P l a n n e r s En g i n e e r : N Y S L i c . N o . 6 4 4 3 1 Jo s e p h C . R i i n a , P . E . 25 1 - F U n d e r h i l l A v e n u e , Ci v i l E n g i n e e r s ( 9 1 4 ) 9 6 2 - 4 4 8 8 - DA T E : SC A L E : DR A W N B Y : No . Re v i s i o n s : Da t e Co m m e n t s : 0 15 30 60 SCALE: 1"=30'-0" SITE DATA: OWNER / DEVELOPER:YORK ESTATES, LLC. 25 HILLSIDE AVENUE WHITE PLAINS, NY 10601 PROJECT LOCATION: 1870 BALDWIN ROAD YORKTOWN HEIGHTS EXISTING TOWN ZONING: R-3 RESIDENTIAL TOWN TAX MAP DATA: SECTION 37.17, BLOCK 1, LOT 19 SITE AREA : 7.84 ACRES SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES:PUBLIC WATER FACILITIES NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. NOTE: 1.THIS IS NOT A 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. CO P Y R I G H T © 2 0 2 0 B Y S I T E D E S I G N C O N S U L T A N T S , A L L R I G H T S R E S E R V E D SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com 1" = 3 0 ' PR O J E C T # 1 Si t e P l a n PR E P A R E D F O R YO R K F A R M E S T A T E S AM E N D E D S I T E P L A N 18 7 0 B A L D W I N R O A D We s t c h e s t e r C o u n t y , N Y Yo r k t o w n H e i g h t s 3/ 0 2 / 2 0 2 6 JC R 1 25 - 3 6 F: \ 2 0 2 5 \ 2 5 - 3 6 W E S T C H E S T E R M G M T ( B E R G M A N ) - Y O R K F A R M E S T A T E S \ E N G I N E E R I N G \ C A D \ C 3 D - 2 5 - 3 6 W E S T C H E S T E R M G M T ( B E R G M A N ) Y O R K F A R M E S T A T E S \ D W G \ 2 5 - 3 6 Y O R K F A R M E S T A T E S S I T E P L A N 3 - 0 2 - 2 6 . D W G 1 / 1 6 / 2 0 1 7 3 : 1 9 : 5 2 P M ZONING SCHEDULE: OWNER: MR. HENRY VAN TONGEREN SEC 9.3, BLOCK 15, LOT 5 ZONING ANALYSIS FOR R-3 DISTRICT: PROPERTY TAX MAP DATA: 1872 BALDWIN ROAD, YORKTOWN, NY, 10598 EXISTING REQUIRED:PROPOSED: LOT AREA: NET AREA: LOT WIDTH: # OF UNITS PERMITTED: FLOOR AREA RATIO: BUILDING HEIGHT: BUILDING COVERAGE: BUILDING SEPARATION: YARD SETBACKS: PARKING REQUIREMENTS: 7.84 ACRES 7.84 ACRES 7.32 ACRES 7.32 ACRES 150' MIN. 83 PROPOSED: 40' MAX. 20% MAX. 50' MIN. BETWEEN BUILDINGS 50' SETBACK FOR EACH 125 150' MIN. 79 0.20 40' MAX. 20% MAX. 50' MIN. BETWEEN BUILDINGS 50' SETBACK FOR EACH 174 VARIANCE REQUIRED: NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE FLOOR AREA RATIO CALCULATIONS UNIT STYLE UNIT TYPE UNIT FLOOR AREA (SF)NUMBER OF UNITS TOTAL FLOOR AREA A B C D E ONE BEDROOM ONE BEDROOM ONE BEDROOM+DEN TWO BEDROOM TWO BEDROOM PRE-EXIST BLDGS TWO BUILDINGS --------- 602 300 300 938 784 24 5 27 15 5 3 14,448 3,000 25,326 14,370 3,920 2,551 63,615SUBTOTAL F.A.R.0.199 ADDITIONAL UNITS REQUIRING AMENDED APPROVAL UNIT NUMBER UNIT TYPE UNIT FLOOR AREA (SF)NUMBER OF UNITS TOTAL FLOOR AREA 53 54 64A 76A ONE BEDROOM ONE BEDROOM 512 392 543 531 1 ONE BEDROOM ONE BEDROOM 1 1 1 512 392 543 531 1,978SUBTOTAL 65,593SUBTOTAL COMBINED F.A.R.0.206 UNIT 53 UNIT 54 UNIT 64A UNIT 76A UNIT DESIGNATIONS: UNIT 6, UNIT 41, UNIT 52, UNIT 65, UNIT 76 UNIT 11, UNIT 19, UNIT 25, UNIT 31, UNIT 59 AFFORDABLE/HOUSING ASSISTANCE DESIGNATED UNITS: SENIOR DESIGNATED UNITS: 1 03 / 1 2 / 2 0 2 6 UN I T C H A R T No. 64 No. 77 No. 73 No. 72 2 5/ 2 1 / 2 0 2 6 Un i t n u m b e r u p d a t e s BARBECUE AREA BARBECUE AREA 450 Hilltop Real Estate LLC Robyn A. Steinberg, AICP, CPESC 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 MEMORANDUM To: Planning Board From: Planning Department Date: June 5, 2026 Subject: 450 Hilltop Real Estate LLC SBL: 37.06-1-25 & 37.05-2-2 ____________________________________________________________________________________ The subject subdivision consists of two parcels, 16.6 acres and 13.09 acres, within the R1-40 zone. Lot 37.06-1- 25 previously obtained a preliminary layout approval for the Hilltop Associates Minor Subdivision in 2008 and was reapproved until 2018. The Applicant now proposes to subdivide two lots into 17 single-family lots. One lot will contain the existing residence, and 16 new lots will be created. There will be an 18th lot that will be transferred to an adjoining property and will not be a part of the proposed subdivision. Public sewer will access the site via a sanitary sewer easement that begins on a parcel on Sultana Drive and will run north along the eastern portion of the subdivision and out to Elizabeth Road. After a preliminary meeting with the town staff, the applicant has stated that they will obtain an updated wetland delineation, redesign the 3 southernmost parcels to remove the cul-de-sac, and begin designing the necessary stormwater mitigation. The applicant will need to acquire variances for the redesigned parcels as they will not meet the minimum requirements for frontage. Respectfully submitted, Ian Richey Assistant Planner S 1 6 ° 4 2 ' 5 0 " E N 1 9 ° 4 7 ' 0 5 " W N 70°52'20" E 181.28' N 71°39'50" E N 5 1 ° 3 9 ' 1 0 " E N 8 0 ° 0 0 ' 4 0 " E 30 . 0 8 ' 33 . 2 4 ' 40.10' N 69°05'50" E 94.23' N 64°26'25" E 47.52' N 66°44'10" E 75.95' S 2 5 ° 2 0 ' 4 0 " E 83 . 2 4 ' N 1 9 ° 4 7 ' 0 5 " W 50 . 0 0 ' 33 7 . 8 1 ' N 1 9 ° 4 7 ' 0 5 " W 150.00' N 70°12'55" E 150.00' 50 . 0 0 ' 34.42'S 70°12'55" W 11 . 6 5 ' S 7 3 ° 4 4 ' 5 0 " W N 9 ° 2 4 ' 0 0 " W 32 5 . 3 5 ' S 1 9 ° 1 2 ' 0 0 " E 94 . 6 3 ' 49 7 . 6 1 ' S 1 7 ° 1 3 ' 0 0 " E N70°12'55"E 150.00' N1 9 ° 4 7 ' 0 5 " W 34 2 . 8 1 ' Po l e Lt. HILLTOP R O A D Ma c . D r i v e Cu r b St o n e Sh e d P&W Fence He d g e Ce m e n t Po n d Utility W i r e s Wi r e s He d g e Ma c . D r i v e Mas. Ret.Wa l l 1 St Fr. Dwg. P O O L Conc. Patio St o c k a d e F e n c e Ch a i n L i n k F e n c e Ret.Wall Ret. Wall G G S70°12'55"W 135.00' Ma c . Driv e Conc. Patio Bsmt. Entr. Wir e s 1 St. Fr. Dwg. SU L T A N A DR I V E E A S E M E N T 20' TOWN UTILITY 18" HDPE Storm Drain 18" H D P E S t o r m D r a i n 18" HDPE Storm Drain Deck 2 St. Fr. Dwg. Ma c . D r i v e Pool YORK HI L L R O A D YO R K CT . 184.42' (150.00') Sh e d s Pole Pole 12" C.M . P . T.F . IN V . T. F . IN V . 47 3 . 3 2 47 7 . 4 7 D. M . H . D. M . H . 45 0 . 8 5 IN V . 4 4 4 . 5 5 T. F . 3 0 " H D P E Op e n Op e n S. M . H . N1 1 ° 1 8 ' 3 0 " W S70°56'30"W 37 3 . 0 0 ' 10 7 . 2 7 ' S72°37'50"W 212.42' 144.23' S69°18'10"W 133.38' 63 0 . 4 0 ' S2 5 ° 2 0 ' 4 0 " E 75.95' N70°52'20"E N1 9 ° 4 7 ' 0 5 " W N1 9 ° 4 7 ' 0 5 " W N1 9 ° 4 7 ' 0 5 " W 50 . 0 0 ' 11.64' S73°44'50"W N9 ° 2 4 ' 0 0 " W 32 5 . 3 5 ' N71°39'50"E 47.52' 181.28' N66°44'10"E N64°26'25"E 49 7 . 6 1 ' S1 7 ° 1 3 ' 0 0 " E S1 6 ° 4 2 ' 5 0 " E 83 . 2 4 ' N51°39'10"E 30.08' S T R E A M S T R E A M S T R E A M S T R E A M S T R E A M CL . W a l l ±2 . 1 ' E . CL . W a l l 7. 6 ' W . CL . W a l l 2. 9 ' W . Bo w i n W a l l ±3 . 5 ' E a s t Mean Centerlin e o f S t o n e W a l l G e n e r a l l y A l o n g L i n e Me a n C e n t e r l i n e o f S t o n e W a l l G e n e r a l l y A l o n g L i n e CL . W a l l on L i n e St o n e W a l l CL . W a l l 2. 5 ' N . CL. Wall On Line St o n e W a l l CL.End Wall 6.3' South Pic k ' t . Fe n c e Co r . F e n c e 0. 4 ' N o r t h Me a n C e n t e r l i n e o f S t o n e W a l l Me a n C e n t e r l i n e o f S t o n e W a l l IN V . 4 4 3 . 3 3 IN V . 4 4 0 . 5 D D D S YO R K CT . HILL YORK ROAD HILLTOP ( R O U T E 2 0 2 & 3 5 ) C R O M P O N D ELIZABETH ROAD S T R E E T ELIZABETH ROAD RI D G E R I D G E S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S PROPOSED SEWER EASEMENT FOR EXTENSION OF PUBLIC SEWERS TO ELIZABETH ROAD. THE TOWN WILL OBTAIN THE EASEMENT FROM THE ADJACENT PROPERTY OWNER PROPOSED SANITARY SEWER APPROXIMATE WETLAND LIMIT (TYP.) APPROXIMATE 100' WETLAND BUFFER LINE (TYP.) PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT ZONING SETBACK LINES (TYP.) APPROXIMATE WETLAND LIMIT (TYP.) APPROXIMATE 100' WETLAND BUFFER LINE (TYP.) PROPOSED RESIDENCE & DRIVEWAY 50 . 0 ' R.O . W . 24 . 0 ' TO W N RO A D PROPOSED WATERMAIN EXISTING SANITARY SEWER EASEMENT LOT #1 142,346 SF LOT #2 125,686 SF LOT #3 65,785 SF LOT #4 51,823 SF LOT #5 50,071 SF LOT #6 55,828 SF LOT #7 40,626 SF LOT #8 41,230 SF LOT #9 44,127 SF LOT #10 66,403 SF LOT #11 64,764 SF LOT #12 44,533 SF LOT #13 39,001 SF LOT #14 42,930 SF LOT #15 85,698 SF LOT #16 65,622 SF LOT #17 130,665 SF LOT #18 43,431 SF LOCATION MAP NOT TO SCALE Sh e e t of DA T E : SC A L E : DR A W N B Y : No . Re v i s i o n s : Da t e Co m m e n t s : Yo r k t o w n H e i g h t s , N Y 1 0 5 9 8 ww w . s i t e d e s i g n c o n s u l t a n t s . c o m F a x : ( 9 1 4 ) 9 6 2 - 7 3 8 6 L a n d P l a n n e r s En g i n e e r : N Y S L i c . N o . 6 4 4 3 1 Jo s e p h C . R i i n a , P . E . 25 1 - F U n d e r h i l l A v e n u e , Ci v i l E n g i n e e r s ( 9 1 4 ) 9 6 2 - 4 4 8 8 - No . Re v i s i o n s : Da t e Co m m e n t s : ZONING SCHEDULE: 40,000 SF. 35 FEET 150 FT. 50 FT. 15% OF LOT AREA 50 FT. 20 FT. REQUIRED PRINCIPAL BUILDING COVERAGE: FRONT YARD SETBACK: REAR YARD SETBACK: ONE SIDE YARD SETBACK: MAXIMUM HEIGHT: MINIMUM LOT WIDTH: MINIMUM LOT AREA: -- -- 175 FT. 570,200 SF. PROVIDED 50 FT. -- -- -- -- MINIMUM SIZE OF LOT: MINIMUM YARD DIMENSIONS: PRINCIPAL BUILDING: 10 FT. 50 FT.FRONT YARD SETBACK: REAR YARD SETBACK: -- -- ACCESSORY BUILDINGS: NONE NONE NONE VARIANCE REQUIRED NONE NONE NONE NONE NONE R1-40, SINGLE FAMILY RESIDENTIALZONING DISTRICT: DIMENSIONAL REGULATIONS: COMBINED SIDE YARD SETBACK:NONE 10 FT.ONE SIDE YARD SETBACK: 20 FT.-- --NONE COMBINED SIDE YARD SETBACK:NONE MAXIMUM % OF LOT TO BE OCCUPIED: 15% OF LOT AREAACCESSORY BUILDING COVERAGE:--NONE PRINCIPAL BUILDING - FEET:NONE PRINCIPAL BUILDING - STORIES:NONE3 1/2 -- 15 FEET --ACCESSORY BUILDING - FEET:NONE ACCESSORY BUILDING - STORIES:NONE1 1/2 -- SITE DATA: OWNER / DEVELOPER:450 HILLTOP REAL ESTATE, LLC 59 MAIN STREET DOBBS FERRY, NY, 10522 PROJECT LOCATION: 450 HILLTOP ROAD YORKTOWN HEIGHTS, NY, 10598 2526 CROMPOND ROAD, YORKTOWN HEIGHTS, NY, 10598 EXISTING TOWN ZONING: R1-40, SINGLE FAMILY PROPOSED USE: R1-40, SINGLE FAMILY TOWN TAX MAP DATA: SECTION 37.06, BLOCK 1, LOT 25 SECTION 37.05, BLOCK 2, LOT 2 SITE AREA : 13.09 ACRES (570,200 SF) 16.6 ACRES (723,446 SF) SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES:PUBLIC WATER FACILITIES NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. CO P Y R I G H T © 2 0 2 0 B Y S I T E D E S I G N C O N S U L T A N T S , A L L R I G H T S R E S E R V E D SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com 1" = 6 0 ' 1 4 PR O J E C T # 26 - 1 0 PR E P A R E D F O R 45 0 H i l l t o p R e a l E s t a t e , L L C PR E L I M I N A R Y S U B D I V I S I O N P L A N 45 0 H i l l t o p R o a d & 2 5 2 6 C r o m p o n d R o a d We s t c h e s t e r C o . , N e w Y o r k To w n o f Y o r k t o w n 5- 1 3 - 2 6 JP F: \ 2 0 2 6 \ 2 6 - 1 0 P L I T N I C K - H I L L T O P R E A L E S T A T E , L L C , H I L L T O P & C R O M P O N D M A J O R S U B D I V I S I O N \ E N G I N E E R I N G \ C A D \ C 3 D - 2 6 - 1 0 H I L L T O P R O A D L L C \ D W G \ 2 6 - 1 0 S I T E P L A N P L I T N I C K . D W G 5 / 2 7 / 2 0 2 6 1 : 2 9 : 4 7 P M 450 HILLTOP RO A D 25 2 6 C R O M P O N D R O A D 450 FT. 723,446 SF. 450 HILLTOP RD PROVIDED 2526 CROMPOND RD -- -- -- -- -- -- -- -- -- -- -- -- -- 0 30 60 120 SCALE: 1"=60'-0" OV E R A L L S U B D I V I S I O N PL A N N 1 9 ° 4 7 ' 0 5 " W 50 . 0 0 ' N 1 9 ° 4 7 ' 0 5 " W 150.00' N 70°12'55" E 150.00' 50 . 0 0 ' 34.42' S 70°12'55" W 11 . 6 5 ' S 7 3 ° 4 4 ' 5 0 " W N 9 ° 2 4 ' 0 0 " W 32 5 . 3 5 ' 49 7 . 6 1 ' S 1 7 ° 1 3 ' 0 0 " E N70°12'55"E 150.00' 34 2 . 8 1 ' Po l e HILLTOP R O A D Ma c . D r i v e Cu r b St o n e Sh e d P&W Fence He d g e Utility W i r e s Wi r e s He d g e Ma c . D r i v e Mas. Ret.W a l l 1 St Fr. Dwg. S70°12'55"W 135.00' Ma c . Dri v e Conc. Patio Bsmt. Entr. W i r e s 1 St. Fr. Dwg. SU L T A N A DR I V E E A S E M E N T 20' TOWN UTILITY 18" HDPE Storm Dra i n 18 " H D P E S t o r m D r a i n 18" HDPE Storm Drain Deck 2 St. Fr. Dwg. Ma c . D r i v e Pool YORK HI L L R O A D YO R K CT . 184.42' (150.00') Pole Pole T. F . IN V . 47 3 . 3 2 47 7 . 4 7 D. M . H . D . M . H . 45 0 . 8 5 IN V . 4 4 4 . 5 5 T. F . 3 0 " H D P E Op e n Op e n S . M . H . N1 1 ° 1 8 ' 3 0 " W S70°56'30"W 37 3 . 0 0 ' 10 7 . 2 7 ' S72°37'50"W 212.42' 144.23' S69°18'10"W 133.38' 63 0 . 4 0 ' N1 9 ° 4 7 ' 0 5 " W N1 9 ° 4 7 ' 0 5 " W N1 9 ° 4 7 ' 0 5 " W 50 . 0 0 ' 11.64' S73°44'50"W N9 ° 2 4 ' 0 0 " W 32 5 . 3 5 ' 49 7 . 6 1 ' S1 7 ° 1 3 ' 0 0 " E S T R E A M S T R E A M S T R E A M S T R E A M CL . W a l l 2. 9 ' W . Bo w i n W a l l ±3 . 5 ' E a s t Mean Centerlin e o f S t o n e W a l l G e n e r a l l y A l o n g L i n e Me a n C e n t e r l i n e o f S t o n e W a l l G e n e r a l l y A l o n g L i n e CL . W a l l on L i n e St o n e W a l l CL.End Wall 6.3' South Pi c k ' t . Fe n c e Co r . F e n c e 0. 4 ' N o r t h Me a n C e n t e r l i n e o f S t o n e W a l l Me a n C e n t e r l i n e o f S t o n e W a l l IN V . 4 4 3 . 3 3 IN V . 4 4 0 . 5 D D D S YO R K CT . W W W W W W W W W W W WWWW S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT LOT #1 142,346 SF LOT #2 125,686 SF LOT #3 65,785 SF LOT #18 43,431 SF Sh e e t of DA T E : SC A L E : DR A W N B Y : No . Re v i s i o n s : Da t e Co m m e n t s : Yo r k t o w n H e i g h t s , N Y 1 0 5 9 8 ww w . s i t e d e s i g n c o n s u l t a n t s . c o m F a x : ( 9 1 4 ) 9 6 2 - 7 3 8 6 L a n d P l a n n e r s En g i n e e r : N Y S L i c . N o . 6 4 4 3 1 Jo s e p h C . R i i n a , P . E . 25 1 - F U n d e r h i l l A v e n u e , Ci v i l E n g i n e e r s ( 9 1 4 ) 9 6 2 - 4 4 8 8 - No . Re v i s i o n s : Da t e Co m m e n t s : NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. CO P Y R I G H T © 2 0 2 0 B Y S I T E D E S I G N C O N S U L T A N T S , A L L R I G H T S R E S E R V E D SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com 1" = 3 0 ' 2 4 PR O J E C T # 26 - 1 0 PR E P A R E D F O R 45 0 H i l l t o p R e a l E s t a t e , L L C PR E L I M I N A R Y S U B D I V I S I O N P L A N 45 0 H i l l t o p R o a d & 2 5 2 6 C r o m p o n d R o a d We s t c h e s t e r C o . , N e w Y o r k To w n o f Y o r k t o w n 5- 1 3 - 2 6 JP F: \ 2 0 2 6 \ 2 6 - 1 0 P L I T N I C K - H I L L T O P R E A L E S T A T E , L L C , H I L L T O P & C R O M P O N D M A J O R S U B D I V I S I O N \ E N G I N E E R I N G \ C A D \ C 3 D - 2 6 - 1 0 H I L L T O P R O A D L L C \ D W G \ 2 6 - 1 0 S I T E P L A N P L I T N I C K . D W G 5 / 2 7 / 2 0 2 6 1 : 2 9 : 4 7 P M MATCH LINE A 0 15 30 60 SCALE: 1"=30'-0" PA R T I A L P L A N O N E S 1 6 ° 4 2 ' 5 0 " E N 1 9 ° 4 7 ' 0 5 " W N 70°52'20" E 181.28' N 71°39'50" E N 5 1 ° 3 9 ' 1 0 " E N 8 0 ° 0 0 ' 4 0 " E 30 . 0 8 ' 33 . 2 4 ' 40.10' N 69°05'50" E 94.23' N 64°26'2 5 " E 47.52' N 66°44'10" E 75.95' S 2 5 ° 2 0 ' 4 0 " E 8 3 . 2 4 ' 33 7 . 8 1 ' S 1 9 ° 1 2 ' 0 0 " E 94 . 6 3 ' N1 9 ° 4 7 ' 0 5 " W Lt . Sh e d P&W Fence He d g e Ce m e n t Po n d 1 St Fr. Dwg. P O O L Conc. Patio St o c k a d e F e n c e Ch a i n L i n k F e n c e Ret.Wall Ret. Wall G G S h e d s S2 5 ° 2 0 ' 4 0 " E 75.95' N70°52'20"E N71°39'50"E 47.52' 181.28' N66°44'10"E N64°26'25" E S1 6 ° 4 2 ' 5 0 " E 83 . 2 4 ' N51°39'10"E 30.08' S T R E A M CL . W a l l ±2 . 1 ' E . CL . W a l l 7 . 6 ' W . CL . W a l l 2. 9 ' W . CL . W a l l 2. 5 ' N . CL. Wall On Line St o n e W a l l ROAD S T R E E T ELIZABETH R I D G E S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S PROPOSED SEWER EASEMENT FOR EXTENSION OF PUBLIC SEWERS TO ELIZABETH ROAD. THE TOWN WILL OBTAIN THE EASEMENT FROM THE ADJACENT PROPERTY OWNER PROPOSED SANITARY SEWER APPROXIMATE WETLAND LIMIT (TYP.) APPROXIMATE 100' WETLAND BUFFER LINE (TYP.) ZONING SETBACK LINES (TYP.) PROPOSED RESIDENCE & DRIVEWAY 50 . 0 ' R.O . W . 24 . 0 ' TO W N RO A D PROPOSED WATERMAIN LOT #4 51,823 SF LOT #5 50,071 SF LOT #6 55,828 SF LOT #7 40,626 SF LOT #8 41,230 SF LOT #9 44,127 SF LOT #12 44,533 SF LOT #13 39,001 SF LOT #14 42,930 SF LOT #15 85,698 SF LOT #16 65,622 SF Sh e e t of DA T E : SC A L E : DR A W N B Y : No . Re v i s i o n s : Da t e Co m m e n t s : Yo r k t o w n H e i g h t s , N Y 1 0 5 9 8 ww w . s i t e d e s i g n c o n s u l t a n t s . c o m F a x : ( 9 1 4 ) 9 6 2 - 7 3 8 6 L a n d P l a n n e r s En g i n e e r : N Y S L i c . N o . 6 4 4 3 1 Jo s e p h C . R i i n a , P . E . 25 1 - F U n d e r h i l l A v e n u e , Ci v i l E n g i n e e r s ( 9 1 4 ) 9 6 2 - 4 4 8 8 - No . Re v i s i o n s : Da t e Co m m e n t s : NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. CO P Y R I G H T © 2 0 2 0 B Y S I T E D E S I G N C O N S U L T A N T S , A L L R I G H T S R E S E R V E D SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com ## # # # # # # 3 4 PR O J E C T # 26 - 1 0 PR E P A R E D F O R 45 0 H i l l t o p R e a l E s t a t e , L L C PR E L I M I N A R Y S U B D I V I S I O N P L A N 45 0 H i l l t o p R o a d & 2 5 2 6 C r o m p o n d R o a d We s t c h e s t e r C o . , N e w Y o r k To w n o f Y o r k t o w n 5- 1 3 - 2 6 JP F: \ 2 0 2 6 \ 2 6 - 1 0 P L I T N I C K - H I L L T O P R E A L E S T A T E , L L C , H I L L T O P & C R O M P O N D M A J O R S U B D I V I S I O N \ E N G I N E E R I N G \ C A D \ C 3 D - 2 6 - 1 0 H I L L T O P R O A D L L C \ D W G \ 2 6 - 1 0 S I T E P L A N P L I T N I C K . D W G 5 / 2 7 / 2 0 2 6 1 : 2 9 : 4 7 P M MATCH LINE A MA T C H L I N E B 0 15 30 60 SCALE: 1"=30'-0" PA R T I A L P L A N T W O C R O M P O N D ELIZABETH S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W S APPROXIMATE WETLAND LIMIT (TYP.) APPROXIMATE 100' WETLAND BUFFER LINE (TYP.)EXISTING SANITARY SEWER EASEMENT LOT #9 44,127 SF LOT #10 66,403 SF LOT #11 64,764 SF LOT #12 44,533 SF LOT #17 130,665 SF Sh e e t of DA T E : SC A L E : DR A W N B Y : No . Re v i s i o n s : Da t e Co m m e n t s : Yo r k t o w n H e i g h t s , N Y 1 0 5 9 8 ww w . s i t e d e s i g n c o n s u l t a n t s . c o m F a x : ( 9 1 4 ) 9 6 2 - 7 3 8 6 L a n d P l a n n e r s En g i n e e r : N Y S L i c . N o . 6 4 4 3 1 Jo s e p h C . R i i n a , P . E . 25 1 - F U n d e r h i l l A v e n u e , Ci v i l E n g i n e e r s ( 9 1 4 ) 9 6 2 - 4 4 8 8 - No . Re v i s i o n s : Da t e Co m m e n t s : NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. CO P Y R I G H T © 2 0 2 0 B Y S I T E D E S I G N C O N S U L T A N T S , A L L R I G H T S R E S E R V E D SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com ## # # # # # # 4 4 PR O J E C T # 26 - 1 0 PR E P A R E D F O R 45 0 H i l l t o p R e a l E s t a t e , L L C PR E L I M I N A R Y S U B D I V I S I O N P L A N 45 0 H i l l t o p R o a d & 2 5 2 6 C r o m p o n d R o a d We s t c h e s t e r C o . , N e w Y o r k To w n o f Y o r k t o w n 5- 1 3 - 2 6 JP F: \ 2 0 2 6 \ 2 6 - 1 0 P L I T N I C K - H I L L T O P R E A L E S T A T E , L L C , H I L L T O P & C R O M P O N D M A J O R S U B D I V I S I O N \ E N G I N E E R I N G \ C A D \ C 3 D - 2 6 - 1 0 H I L L T O P R O A D L L C \ D W G \ 2 6 - 1 0 S I T E P L A N P L I T N I C K . D W G 5 / 2 7 / 2 0 2 6 1 : 2 9 : 4 7 P M 0 15 30 60 SCALE: 1"=30'-0" MA T C H L I N E B PA R T I A L P L A N T H R E E Town Board Referral 3766 Foothill Street From:Robyn Steinberg To:Daniel O"Connor; Engineering Department; Planning Department Cc:Mark Ten Eicken; ralph mastromonaco Subject:RE: 3766 Foothill Street - Plotkin Date:Friday, May 15, 2026 2:19:17 PM Dan, This item will be placed on the Planning Board’s June 8th agenda to review and comment back to the Town Board. Thanks, Robyn ******************************************************** Robyn A. Steinberg, AICP, CPESC Director of Planning Town of Yorktown Planning Department Albert A. Capellini Community & Cultural Center 1974 Commerce Street, Room 222 Yorktown Heights, NY 10598 Phone: 914-962-6565 Email: rsteinberg@yorktownny.gov Web: yorktownny.gov/planning From: Daniel O'Connor Sent: Friday, May 15, 2026 2:10 PM To: Engineering Department <engineering@yorktownny.gov>; Planning Department <planning@yorktownny.gov> Cc: Daniel O'Connor Mark Ten Eicken ralph mastromonaco Subject: 3766 Foothill Street - Plotkin CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless yourecognize the sender and know the content is safe. Dan Ciarcia: At the Town Board meeting on Tuesday, the Board discussed the application for 3766 Foothill Street and requested that a few issues be addressed before approving the application. One of the items was your comments on the storm water management system, and the other was the lack of a response from the Planning Board to our response to their 10/10/25 memo to the Town Board. The Planning Board's memorandum dated 10/10/25 is attached, along with our 12/5/25 response to it. Can you send your comments on the storm water system for 3766 Foothill Street (Plotkin) so they can be addressed before the next Town Board meeting? Also, would it be possible for the Planning Board to respond to our 12/5/25 letter to address the Town Board's above-noted concern? Thank you, Daniel O’Connor, P.E. RALPH G. MASTROMONACO, PE PC Consulting Engineers 13 Dove Court Croton-on-Hudson, NY 10520 Office: 914 271 4762 Fax: 914 271 2820 Weston & Sampson, PE, LS, LA, Architects, PC 1 Winners Circle, Suite 130, Albany, NY 12205 tel: 518-463-4400 westonandsampson.com M E M O R A N D U M TO: Robyn A. Steinberg, AICP, CPESC Town of Yorktown, New York FROM: Daniel P. Biggs, RLA, ISA DATE: March 26, 2026 SUBJECT: Proposed Single Family Residence at 3766 Foothill Street – Wetland Verification Town of Yorktown, New York As requested, Daniel Biggs of Weston & Sampson PE, LS, LA, Architects, PC (Weston & Sampson) completed a review of the wetland boundary delineated by Paul Jaehnig of Wetland and Soils Consulting. A Wetland and Soils Survey completed by Paul Jaehnig, as well as a site plan package prepared by Ralph Mastromonaco, PE, including a NYSDEC Freshwater Wetland Boundary Verification was provided for reference. A field visit was conducted on March 25, 2026, to inspect the wetland boundary flagging for the unnamed stream and NYS DEC Wetland A-28, located on the 7.95 acres of the subject property. Wetland flagging was in place and visible. This wetland meets the delineation criteria of The Town of Yorktown Code Chapter 178. As a result, the wetland delineation in the field and on the above referenced maps accurately depicts the limits of the wetland and a 100-foot wetland buffer on the site. Please do not hesitate to reach out with any comments or questions regarding our findings and summary of work for this project. Certification I certify that all the statements of fact in this appraisal are true, complete, and correct to the best of my knowledge and belief, and that they are made in good faith. 3/26/2026 Daniel P. Biggs, RLA, ISA (MA-5119A) Date Registered Landscape Architect NY-002443-01 exp. 1/31/2029 Ralph G. Mastromonaco, PE PC Consulting Engineers Project: Foothill Street – Town of Yorktown, NY Scope: Flood Analysis / Proposed New Residence Date: October 30, 2024 Introduction: The proposed house will be near a FEMA flood zone but not within the flood zone. A site plan was prepared to facilitate an analysis of whether the new addition would be affected by the 100- year flood and floods in excess of the 100–year event. To analyze the effect, cross-sections were taken at several stations along the Mohegan Outlet to match the FEMA flood report. For the proposed condition, the grading in certain cross- sections was adjusted to reflect the filling needed to construct the house. Our office used US Army Corps HEC-RAS software to compute the flood elevations. The 100-year flood elevation before and after the construction determines whether the proposed addition will affect the flood plane. This report relies on the flows and cross sections found in FEMA's “Flood Insurance Study” for Westchester County, dated December 8, 2014. Our model recreates the flood line from the detailed contours and the FEMA estimated flows in order to more accurately define the flood extents. Based on the FEMA report, the 100-year flow is 498 cubic feet per second. The project watershed is about 995 acres. The published flood level is about 401 feet in elevation. FEMA Flood Map: Ralph G. Mastromonaco, PE PC Consulting Engineers 2 Foothill Street Flood Analysis Figure: Residential Site Plan Stormwater Control: The roof leaders for the new addition will be directed to a stormwater basin designed to capture 1.5 inches of rainfall to mitigate runoff volume. There is no need to provide stormwater detention due to the timing of the peak flows in this case. The site is near the flood zone, and the only relevant factor is whether there is any increase in flood elevation. Ralph G. Mastromonaco, PE PC Consulting Engineers 3 Foothill Street Flood Analysis Figure: 100-Year Pre-construction HEC-RAS Cross section Layout and Flood Extents Figure: 100-Year Post-construction HEC-RAS Cross section Layout and Flood Extents Ralph G. Mastromonaco, PE PC Consulting Engineers 4 Foothill Street Flood Analysis Figure: Overall Watershed to Site Ralph G. Mastromonaco, PE PC Consulting Engineers 5 Foothill Street Flood Analysis Figure: Excess Flow Safety check – 2000 CFS Discussion: This report uses the cross-section stations to compute 100-year flood levels and only modifies the original FEMA cross-sections to account for the current GIS topography. For a full safety check, we analyzed the flood levels by modeling 2000 cubic feet per second. IT si noted that even this flow much higher flow will not affect the proposed house. As a result, based on the newer GIS topography, the proposed residential addition and grading are not within the flood zone. Conclusion: The residential addition will not affect the flood levels in the area. Submitted by: Ralph G. Mastromonaco, PE Stream Cross Sections Follow Ralph G. Mastromonaco, PE PC Consulting Engineers 6 Foothill Street Flood Analysis Figure: Overall Map of Stream Cross Sections Matching FEMA Stations QUANTITY UNITS FEE AMOUNT TOTAL DISTURBED WOODLAND AREA: 16862 S.F. $300/5000 S.F. 1,011.72$ NUMBER OF TREES TO BE REMOVED: 19 TREE $100/TREE 1,900.00$ TOTAL 2,911.72$ TREE BANK FUND SCHEDULE Cozzi fka McTaggart Robyn A. Steinberg, AICP, CPESC 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 MEMORANDUM To: Planning Board From: Planning Department Date: June 5, 2026 Subject: Cozzi fka McTaggart SBL: 37.00-0-46.1 ____________________________________________________________________________________ The subject site plan consists of a single-family home on a 1.71-acre parcel within the R1-40 zoning district. The parcel was created by Spano Subdivision in 2003 and is the only remaining undeveloped lot. This lot previously obtained a site plan approval in 2021 under the name McTaggart which altered the first-floor elevation from 410 feet to 419 feet. The current application is proposing to return the first-floor elevation to 410 feet as originally approved. Upon review of the proposed site plan, it is recommended that the applicant provide a 15-foot-wide utility easement along the south-eastern property line as shown on the McTaggart site plan. This easement is to serve the adjacent properties to the east. It is also recommended that the sewer manhole be shifted into the adjacent sewer easement. Respectfully submitted, Ian Richey Assistant Planner Sewer Manhole Rim=403.99 Inv A=400.87 (8'' PVC) Inv B=400.81 (8'' PVC) Sewer M.H.; Rim=400.89 Inv C=397.65 (8'' PVC) Inv D=397.79 (8'' PVC) Inv E=397.53 (8'' PVC) N 7 3 ° 1 8 ' 3 5 " E N 7 5 ° 2 8 ' 0 0 " E S 2 8 ° 1 1 ' 2 0 " E S 36° 14' 40" W N 1 4 ° 3 2 ' 0 0 " W 364.87' 394 . 3 7 ' 7 8 . 0 3 ' 1 3 5 . 5 3 ' S 83° 24' 20" E 33.94' 15 8 . 8 5 ' Iron Pin Found Electric Meter Utility Transformer Utility Riser Plastic Lid Rim=399.18 Sto n e C u r b Sto n e C u r b St o n e C u r b Drop Curb Drop Curb Grass Parking Area Edge ofAsphalt Water Line as Per Field Markings by Others Water Line as Per Field Markings by Others Water Line as Per Field Markings by Others Stone Curb Stone Curb Stone Curb Plastic Verizon Lid Rim=413.59 Drop Curb Plastic Verizon Lid Rim=421.46 Sto n e C u r b Gate Stockade Fence P o s t a n d W i r e F e n c e Sto n e C u r b Sto n e C u r b Stone Curb Stone Curb Stone Curb Stone Curb Stone Curb Ed g e o f A s p h a l t D r i v e Ed g e o f A s p h a l t D r i v e Ed g e o f A s p h a l t D r i v e Ed g e o f A s p h a l t D r i v e Ed g e o f A s p h a l t D r i v e Ed g e o f A s p h a l t D r i v e Ch a i n L i n k F e n c e Ch a i n L i n k F e n c e Corner Fence Generally on Line Iron Pin FoundIron Pipe Found South 1.00' West 1.34' Edge of Asphalt UPoles Gas Line as Per Field Markings by Others Asphalt Curb Edge of Asphalt Edg e o f A s p h a l t Edge of Asphalt Chain Link Fence N 29° 52' 10" E S 29° 52' 10" W N 43° 47' 30" E S 43° 47' 30" W S 2 8 ° 1 1 ' 2 0 " E N 2 8 ° 1 1 ' 2 0 " W 13 3 . 3 5 ' 13 8 . 1 8 ' 212.38' 206.34' 122.34' 111.33' N 75° 28' 00" E 20.00' S 14° 32' 00" E 20.00' S 75° 28' 00" W 20.00' 20'' Town Utility Easement as Per Filed Map #27379 Existing Town Utility Easement As Per Filed Map #27379 Existing Town Utility Easement As Per Filed Map #27379 Access Easement As Per Filed Map #26937 Existing Right of Way Access Utility Easement As Per Filed Map #27379 Existing Right of Way Access Utility Easement As Per Filed Map #27379 Existing Right of Way Access Utility Easement As Per Filed Map #27379 S 79° 52' 00" W 16.05' S 1 4 ° 3 2 ' 0 0 " E S 1 6 ° 4 1 ' 2 5 " E 172 . 7 0 ' 128 . 3 9 ' S 19° 44' 17" E 104.72' Tax Lot ID 37.11-1-46.1 Lot 63.1 - Filed Map #27379 Area = 74,377.45 Sq. Ft. = 1.71 Acres 6'' PVC 8'' PVC Tax Lot ID 37.11-1-46 Lot 63 - Filed Map #27379 Now or Formerly Matthew McLaren and Karen Spano Tax Lot ID 37.11-2-27 Now or Formerly Paul and Michal Solomon Tax Lot ID 37.11-2-28 Now or Formerly Lynn and Gary Ajello Tax Lot ID 37.11-2-29 Now or Formerly William and Lizbeth Parra Tax Lot ID 37.11-2-30 Now or Formerly James and Desanctis Chiusa Tax Lot ID 37.11-2-24 Now or Formerly Estelle Kamhi Tax Lot ID 37.11-1-61 Lot 1.1 - Filed Map #26937 Now or Formerly Mark and Tiffany Lakness Tax Lot ID 37.11-1-47 Lot 1 - Filed Map #26937 Now or Formerly Kenneth Mikkelsen Tax Lot ID 37.11-1-61 Lot 1.1 - Filed Map #26937 Now or Formerly Mark and Tiffiany Lakness Tax Lot ID 37.11-1-45 Now or Formerly Mary and Brian Natell Tax Lot ID 37.11-1-60 Lot 1.2 - Filed Map #26937 Now or Formerly Roberto Alcantara Stockade Fence SAW MILL RIVER ROAD BROAD STREET 15. 0 0 ' 16" PINE 16" OAK 18 " A S H 12" A S H 1 0 " T W I N B A S S W O O D 16" T W I N A S H 6" ASH 6" QUAD PINE 16" BOX ELDER 24" PINE 22 " P I N E 26" MAPLE 12" MAPLE 10" MAPLE 10" ELM 16" OAK 24" MAPLE 24" MAPLE 28" MAPLE 12" PINE 6" MAPLE 12" MAPLE 8" MULLBERRY 10" MAPLE 6" TREE 18" HICKORY 12" MAPLE 20" MAPLE 10" BASSWOOD 22" ASH 8" MAPLE 18" OAK 10" MAPLE 14" HICKORY 16" ASH 10" MAPLE 14" TREE OF HEAVEN 14" HICKORY 12" BASSWOOD 22" OAK 18" ASH 24" SASS 28" SASS 18" ASH 18" MAPLE 14" PINE 18" MAPLE 22" MAPLE 12" TWIN MAPLE 18" ASH 28" MAPLE 16" MAPLE 6" ASH 12" ASH 16" ASH 16" MAPLE 6" HICKORY 6" ELM 6" MAPLE 12" ASH 6" MAPLE 6" HICKORY 8" MAPLE 14" MAPLE 10" ASH 6" MAPLE 20" MAPLE 20" ASH 8" MAPLE 12" MAPLE 10" MAPLE 14" MAPLE 12" MAPLE 12" ELM 24" MAPLE 14" ASH 16" ASH 20" ASH 14" MAPLE 12" ELM 22" CHESTNUT 10" MAPLE16" ASH 20" ASH 22" WALNUT 6" MAPLE 18" QUAD MAPLE 14" ASH 6" TWIN CHERRY 6" ELM 6" ELM 6" ELM 20" ASH Post and Wire Fence Generally on Line 10' Private Sewer Easement Through Lot 63.1 Reserved to Lot 63, for Sanitary Sewer Lateral Connection, as Per Filed Map 27379 10' Private Sewer Easement Through Lot 63.1 Reserved to Lot 63, for Sanitary Sewer Lateral Connection, as Per Filed Map 27379 Row of Pines Iron Pin Found Metal Fence Posts ABC E D SURVEY OF PROPERTY PREPARED FOR DONNY MCTAGGART SITUATE IN THE TOWN OF YORKTOWN WESTCHESTER COUNTY, NEW YORK SCALE: 1" = 30' Surveyed: June 21, 2022 Map Prepared: June 24, 2022 Map Revised: April 6, 2026 By: New York State Licensed Land Surveyor No.050604 COPYRIGHT C 2026 TC MERRITTS LAND SURVEYORS ALL RIGHTS RESERVED, UNAUTHORIZED DUPLICATION OR ELECTRONIC TRANSMISSION WITHOUT PRIOR PERMISSION IS A VIOLATION OF APPLICABLE LAWS. Only copies from the original of this survey marked with an original of the Land Surveyors embossed seal or red colored seal shall be considered to be true, valid copies. Said certifications shall run only to the person for whom this survey is prepared and on his/her behalf to the title company, governmental agency and lending institutions listed hereon. Certifications are not transferable to additional institutions or subsequent owners. Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the New York State Education Law. Possession only where indicated. Adjacent property lines and easements not surveyed or certified. Access to adjacent rights of way, easements and public or private lands not guaranteed or certified. Underground utilities shown hereon are approximate and should be verified before excavating. Additional underground utilities are not shown or certified. Encroachments and structures below grade, if any, not shown or certified. Subject to covenants, easements, restrictions, conditions and agreements of record. Premises hereon being Lot 63.1 as shown on a certain map entitled, "Subdivision of Property prepared for Andrew J. & Brenda Resnick Spano, located in the Town of Yorktown, Westchester County, N.Y." Said map filed in the Westchester County Clerk's Office, Division of Land Records June 7, 2004, as map number 27379. Surveyed in accordance with Deed Control Number 550573238. Premises shown hereon designated on the Town of Yorktown Tax Maps as: Section 37.11, Block 1, Lot 46.1. Property Address: 2241 Saw Mill River Road, Yorktown Heights, NY 10598 394 BEDFORD ROAD ● PLEASANTVILLE ● NY 10570 (914) 769-8003 ●survey@tcmerritts.com TC MERRITTS LAND SURVEYORS Project Manager: BFC Project: 22-190 Checked By: BFC CR/MM Field Survey By: Reference: N/A Drawn By: BJC THOMAS C. MERRITTS LAND SURVEYOR PC PROPOSED ONE-FAMILY RESIDENCE AT: 2241 SAW MILL RIVER ROAD YORKTOWN HEIGHTS, NEW YORK 10598 SITE SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 1-800-962-7962 NY Industrial Code Rule 753 requires noless than two working days notice, butnot more than ten days notice.UFPO LOCATION MAP GENERAL INFO. DRAWING LIST AERIAL MAP GENERAL NOTES DRAWING LISTEAGLE VIEW IMAGE STREET VIEW IMAGE REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S ED PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UT SC H I G NO. 090 13 8 -1 SITE SITE SAW MILL RIVER ROAD (ROUTE 202) SAW MILL RIVER ROAD EXISTING SITE LEGEND: REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 SAW MILL RIVER ROAD E&S CONTROL SITE LEGEND: REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 SAW MILL RIVER ROAD PROPOSED SITE LEGEND: REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 ØØ Ø Ø Ø Ø Ø Ø SAW MILL RIVER ROAD STORMWATER SITE LEGEND: REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 SAW MILL RIVER ROAD UTILITIES SITE LEGEND: REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 INSTALLATION NOTES: REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 SAW MILL RIVER ROAD D-1AAREA: 70,413 S.F.IMPERVIOUS AREA: 1,828 S.F.PERVIOUS AREA: 68,585 S.F. D-2AAREA: 1,648 S.F.IMPERVIOUS AREA:1,648 S.F.PERVIOUS AREA: 0 S.F. D-2BAREA: 2,316 S.F.IMPERVIOUSAREA: 2,316 S.F.PERVIOUSAREA: 0 S.F. SAW MILL RIVER ROAD 1 DESIGNPOINT 1 D-1AAREA: 74,377 S.F.IMPERVIOUS AREA: 1,196 S.F.PERVIOUS AREA: 73,181 S.F. 2 3 REGIS T E R E D ARCHIT E C T S T ATE OF NE W Y O RKEXCELSIOR JORG E B . H ERNA N D E Z 03042 4 -01 STA T E O F NEW Y O R K L I C E N S E D PROFESS IO N A L E N GINEER EXCELSIOR CHRIST O P H E R S. UTSC H I G NO. 090 13 8 -1 ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER.ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN ACCORDANCE WITH ALL FEDERAL REGULATIONS. GENERAL NOTESRECHARGER 330XL HD BY CULTEC, INC. OF BROOKFIELD, CT. STORAGE PROVIDED = 11.32 CF/FT PER DESIGN UNIT. REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. USE RECHARGER 330XL HD HEAVY DUTY FOR TRAFFIC AND/OR H-25 APPLICATIONS. 95% COMPACTED FILL FINISHED GRADE RECHARGER 330 XL HD HEAVY DUTY CHAMBER HVLV FC-24 FEED WHERE SPECIFIED 4 OZ. NON-WOVEN AROUND STONE. MANDATORY. POLYETHYLENE LINER TO BE PLACED BENEATH HVLV FC-24 FEED CONNECTORS WHEN UTILIZING INTERNAL MANIFOLD 1-2 INCH DIA WASHEDCRUSHEDSTONE 6" MIN. 30.5" 6" MIN. 58.0" [1473 mm]52.0" [1321 mm]6" CULTEC NO. 20L CONNECTOR FILTER FABRIC TOP AND SIDES APPLICABLE LOCAL, STATE AND 1X6 FASCIA ASPHALT SHINGLES VINYL SIDING WINDOW TRIM 9'- 0 " 1ST FL. FIN. CEIL. BASEMENT CEILING BASEMENT SLAB 9'- 0 " 1ST FL. FIN. FL. GRADE VINYL TRIM 12 ' - 0 " TRAY FIN. CEIL. 2' - 0 " MI N . 3'- 6 " M I N . EGRESS EGRESS 10'-0" 10" F.G. OR WD. COL. (TYPICAL) 10 12 1x6 EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS 8 12 812 10" F.G. ORWD. COL. STUCCO 22 ' - 4 " AV E R A G E G R A D E T O A V E R A G E R O O F VINYL SIDING OVERHEAD GARAGE DOORS 812 GRADE 8 12 VINYL TRIM ASPHALT SHINGLES WINDOW TRIM EGRESS 10" F.G. OR WD. COL. 1X6 FASCIA 3'- 6 " M I N . STUCCO WINDOW TRIM ASPHALT SHINGLES VINYL SIDING STUCCO VINYL TRIM EGRESS GRADE 3'- 6 " M I N . EGRESS EGRESS 812812 3'-0" 1X6 FASCIA VINYL SIDING 8 12 GRADE 812 EGRESS VINYL TRIM 10" F.G. OR WD. COL. 1X6 FASCIA WINDOW TRIM ASPHALT SHINGLES STUCCO REAR ELEVATION LEFT SIDE ELEVATION SCALE 1/4" = 1'-0" FRONT ELEVATION SCALE 1/4" = 1'-0" ELEVATIONS OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 1 12 SCALE 1/4" = 1'-0" ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. RIGHT SIDE ELEVATION SCALE 3/16" = 1'-0" 5/29/2026 DESIGN PLANNING CONSTRUCTION MJD CONTRACTING N.Y.S. EDUCATION NOTE IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE WRITTEN VERIFICATION OR ADOPTION BY A N.Y.S. LICENSED ENGINEER IN ACCORDANCE WITH SECTION 7209(2). NOTES: 1. THESE PLANS ARE PREPARED IN COMPLIANCE WITH 2025 NEW YORK STATE RESIDENTIAL CODE AND 2025 ECCCNYS. 2. ALL HVAC COMPONENTS ARE TO BE DESIGNED BY OTHERS TO COMPLY WITH THE 2025 ECCCNYS. 3. HOUSE MUST COMPLY WITH BUILDING CODE BLOWER DOOR TEST REQUIREMENTS, PROVIDE CERTIFICATE. ALSO DUCT BLASTING TEST IS TO BE DONE AND A CERTIFICATE OF COMPLIANCE PROVIDED. 4. PROVIDE UTILIZATION NOTICE OF TRUSS-TYPE CONSTRUCTION BY ELECTRICAL METER OR FRONT DOOR. 5. BUILDING CONSTRUCTION TYPE IS 5B 6. OCCUPANCY IS DETACHED SINGLE FAMILY DWELLING AS PER 2025 RCNYS. UPPER LEVEL GARAGE FRONT PORCH 1719 S.F. 784 S.F. 48 S.F. HOUSE SQUARE FOOTAGE DECK 240 S.F.814 S.F. LOWER LEVEL 37.11-1-46.1 30" 30" 30" 24" 36" REF. STOVE SINK D.W. ENTRY SCO SMOKE DET. S S S @ 1 6 " O . C . @ 1 6 " O . C . 3052-2 UPDN ATTIC ACCESS 3052-2 30 5 2 30523052 3042 BATH. MECH. VENT 52 S.F. A A PORCH 4" CONC. SLAB HE A R T H 36" PRE-FAB FIRPLACE W/TILE SURROUND AND FLUSHTILE HEARTH TEMP. GLASSFIRE DOORS & CLOS.OUTSIDE AIR INTAKE DUCT(OPTIONAL) 30" TUB W.C. SINK ISLAND 3052-2 18" LINEN 24" CL. CL. 24" 24" 24" 10" F.G. OR WD. COL.(3 ) 2 X 8 (3 ) 2 X 8 @ 16" O.C. 2X8 RAFTERS & JOISTS BEDROOM #2 156 S.F. BEDROOM #3 139 S.F. MASTER BEDROOM 289 S.F. TRAY CEILING KITCHEN 201 S.F. TRAY CEILING DINING RM. 201 S.F. TRAY CEILING LIVING RM. 241 S.F. TRAY CEILING M. BATH 73 S.F. EGRESS EG R E S S EGRESS EGRESS EGRESS 30" PANTRY 30" DNOPEN DECK 54x6 DECKING W. C . SINKshower concrete landing 4" 52'-0" 8'-11"11'-9"13'-3" 32 ' - 0 " 52'-0" 6'-6"12'-9"8'-412"10'-9"8'-412" 34 ' - 0 " 12 ' - 0 " 6" 6" 16'-10"7'-4"11'-0" 6" 6" 14 ' - 4 " 18 ' - 4 " 6" 15'-9" 4" 5'-1" 4" 24'-2" 10 ' - 1 0 " 4" 3' - 2 " 4" 5' - 0 " 4"5' - 6 " 6" 7' - 0 " 6" 6" 6" 12'-1" 4" 16 ' - 4 " 6" 20'-0" 6" 5' - 2 " 5' - 0 " 21 ' - 1 0 " 2'-0" 10'-5" 4" 4" 6" 2'-0" 4" 12'-10" 4" 15 ' - 0 " 17 ' - 8 " 6" 11 ' - 8 " 6' - 9 " 6" 6" 31 ' - 0 " 6' - 1 0 " 21'-10"2'-0" 4" 3'-0" 6'-0" 5'-0" 4" 60611LEGRESS 2X 1 0 R A F T E R S 2 X 8 J O I S T S 2X 1 0 R A F T E R S 2 X 8 C O L L A R T I E S @ 1 6 " O . C . 2X 1 0 R A F T E R S 2 X 8 C O L L A R T I E S 12" LVL HIP 12" LVL HIP 12" LVL VALLEY 12 " L V L H I P 5'-3" 12 " L V L H I P 12" LVL HIP 12 " L V L H I P 3052 W.I.C. 4" 4' - 4 " 4" 3' - 7 " 4' - 0 " 4' - 0 " LINE OF DECK ABOVE 45 MIN. FIRE RATED DOOR WITH CLOSER SCO @ 1 6 " O . C . 2X 8 J O I S T S @1 6 " O . C . 12 " T J I 2X8 LEDGER UP 3046-2 WASHER DRYERVENT TO EXTERIOR 36" 9' - 0 " x 8 ' - 0 " O . H . G A R A G E D O O R 9'- 0 " x 8 ' - 0 " O . H . G A R A G E D O O R BATH. 44 S.F. MECH. RM. 40 S.F. 4" STEP BOILERDIRECTVENT 3042 A A PITCH SLAB 2" TO DOOR 3046-2 3046-2 4" STL. COL. PORCH 4" CONC. SLAB10" F.G. OR WD. COL. DN. 36"ENTRY 45 MIN. FIRE RATED DOOR WITH CLOSER 36" 4" STL. COL. 4" STEP MIN. (3) 134" x 912" LVL FAMILY ROOM 361 S.F. LAUNDRY/ MUDROOM 69 S.F. 32" 36" CL. SINK W.C. (3) 2X10 PITCH SLAB 2" TO DOOR W10x33 STEEL BEAM @1 6 " O . C . 12 " T J I EGRESS 2x4 NAILED TO BOTTOM OF JOISTS FOR ANTI-ROCKING (3) 134" x 912" LVL (3) 134" x 912" LVL 3.5" STEEL COL. OVER 36"X36"X12" POURED CONC FTG W/ 3#4 RE-BARS EACH WAY. PROVIDE 6"x8"x12" STEELTOP PLATE (2) 3.5" STEEL COL. 6X6 P.T. WOOD POST OVER 14"∅ CONC. FILLED SONO TUBE FLUE TO BE SIZED BY MANUFACTURERAND/OR INSTALLER OF BOILER AND H.W. MAKER. PROVIDE MANUFACTURER CUTS AND SPECIFICATIONS TO BUILDING DEPT. FOR APPROVAL. LI N E O F C H I M N E Y A B O V E (2 ) 2 x 1 0 ( F L U S H ) (2)2x10 (FLUSH) (2)2x10 (FLUSH) 30" 12" GYP. BD. REQUIREDUNDER STAIRS 30" BEDROOM #4 171 S.F. 36" 24"24" CL. SHOWER 12"Ø CONC. FILLED SONO TUBE LINE OF CONC. SLAB ABOVE (2) 2x10 HDR. OR DBL. BOX BEAM ABOVE UP overhang above 52'-0" 3'-4" 29'-3" 22'-0" 32 ' - 0 " 52'-0"8'-11"23'-10"13'-3"6'-0" 32 ' - 0 " 9' - 0 " 14 ' - 0 " 6" 14 ' - 6 " 6" 23'-0" 6" 23'-0" 6" 16 ' - 6 " 6" 10 ' - 0 " 2' - 0 " 6" 2'-0" 6" 8'-0" 12'-8" 5' - 6 " 6" 6" 4'-0"3'-8" 4" 4" 19'-2"6" 16 ' - 6 " 9' - 1 " 4" 5' - 0 " 7'-11"11'-9"11'-6" 4' - 0 " 6" 9' - 0 " 6" 8'-0" 2'-0" 4" 13'-10" 6" 10'-1" 6"19'-4" 6" 11 ' - 1 0 " 4" 2' - 4 " 4" 2' - 0 " 6" 4' - 0 " 2' - 3 " 3' - 6 " 15'-0"12'-0"25'-0" 60611LEGRESS 8'-0"2'-0" (3) 2X10 6" 4' - 1 0 " 4' - 8 " 2' - 4 " GARAGE 739 s.f. 4" CONC. SLAB W/ 6x6 #10/10 W.W.M. OVER 6 MIL. VAPOR BARRIER & 4" GRAVEL. TYPE 'X' GYP. BD ON WOOD WALLS, CLG. AND GIRDER. WINDOW SCHEDULE SAFETY GLASS MUST BE LASER ETCHED 3 YES NO QUANTITY USED CATALOG # U-FACTOR SHGC EGRESS SAFETY GLASS LOCATION 30521 YES YES 3052-2 0.25 0.30 MBR., LIVING RM M. BATH. 3 YES NO0.25 BR 4, GARAGE 2 YES60611L0.27 0.26 DINING RM, FAMILY RM. 0.25 0.30 YES 1 NO0.25 BASEMENT BATH.YES 3 YES0.25 0.30 LIVING RM, BR 2, BR 3 1 NO30420.25 0.30 KITCHENNO NO 3052 3046-2 3042 0.30 0.30 OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 2 FIRST FLOOR PLAN SCALE 1/4" = 1'-0" FLOOR PLANS12 SECOND FLOOR PLAN ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 SCALE 1/4" = 1'-0" DESIGN PLANNING CONSTRUCTION NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 NOT TO SCALE STEEL COLUMN AND BEAM DETAIL SIDING (SEE PLAN FOR TYPE) ALUMINUM TERMITE SHIELD SILL SEALER AT TOP OF FOUNDATION TERMITE SHIELD DETAIL NOT TO SCALE STEEL TOP PLATEW/ (4) DRILLED BOLT HOLES WELD TOP PLATE TO PIPE COLUMN 4" STEEL PIPE COLUMN TOP OF CONCRETE SLAB 8"x 8"x 3/4" STEEL BEARING PLATEW/ (4) 9/16" DIA. DRILLED BOLT HOLES WELD BEARING PLATE TO PIPE COLUMN TOP OF 36" x 36" x 12" POURED CONCRETE FOOTING HIGH STRENGTH NON-SHRINK CEMENTGROUT LEVELING BED (4) 1/2" DIA. EXPANSION ANCHOR BOLTS (3) #4 RE-BAR EACH WAY 4" GRAVEL STEEL PIPE COLUMN DETAIL NOT TO SCALE RE-BAR SPACING DETAIL NOT TO SCALE 6x6 #10/10 W.W.M. 4" CONC. SLAB 6 MIL. VAPOR BARRIER 4" GRAVEL FOUNDATION WALL. SEE PLAN CONC. HAUNCH #4 REBAR @ 24" O.C. 8" MI N . #4 REBAR CONC. HAUNCH AT GARAGE DOOR NOT TO SCALE NONMETALLIC PROTECTIVE SLEEVE. BOLTED-TYPE CONNECTION DEVICE OR WELD. GROUNDING ELECTRODECONDUCTOR. #4 AWG OR LARGER BARE COPPER CONDUCTOR OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 12"DIAMETER. FOUNDATION IN DIRECTCONTACT WITH EARTH GROUNDING ELECTRODE. GROUNDING ELECTRODECONDUCTOR. CONCRETE FOUNDATION(FOOTING). 2" MI N . 20'-0" MIN. NOT TO SCALE CONC.-ENCASED ELECTRODE DETAIL FOUNDATION PLAN SCALE: 1/4" = 1'-0" PIPE COL. 4" O O.D. STD. 4 - 3/4" DIA. BOLTS 1 1/2"9"1 1/2" 1/2" PLATE X 7" STEEL BEAM 5/16" BEAM TO COLUMN CONNECTION NOT TO SCALE 3/4" GROUT TYP.1 1/2" 5.5"5/16" 4 - 3/4" DIA.ANCHOR BOLTS 5" EMBEDMENT 1/8" THICK PLATE 5" Ø STL.PIPE COLUMN TOP OF CONCRETE FOUNDATION 5.5" Ø STL. PIPE COLUMN PIPE COL.5" STD. 4 - 3/4" DIA. BOLTS 2.5" 1 1/2" OF STEEL BEAM 1/2" PLATE X WIDTH STEEL BEAM 5/16" 4" 1 1/2" 3/4" GROUT TYP.1 1/2" 8"-10" SQUARE LC CL 5/16" 4 - 3/4" DIA.ANCHOR BOLTS5" EMBEDMENT 3/4" THICK PLATE 5.5" Ø STL. PIPE COLUMN TOP OF CONCRETE FOUNDATION 5.5" Ø STL. PIPE COLUMN TYP.1 1/2" 8" - 1 0 " 24"x10" CONC. FTG. FOUNDATION WALL (SEE PLANS) 3"3" 3" #4 RE-BAR EQUAL 25 " M I N . MIN. LENGTH OF #5 RE-BAR LAP SPLICE EXTENDING OUT FROM FOOTING BELOW #5 RE-BAR SPACED 48" O.C. 12" HOOK EXTENSIONW/ 4" DIA. 90 DEGREE BEND A A DR O P F O U N D A T I O N A T G A R A G E D O O R F O R S L A B O V E R L A P UNEXCAVATED FILL AND TAMP UNEXCAVATED FILL AND TAMP 3000 PSI POURED CONCRETE OR LOAD BEARING CONC. BLOCK W/ DUR-O-WAL EVERY OTHER COURSE OVER 24"x10" CONTINUOUS POURED CONCRETE FOOTING 3#4 REBARS TYPICAL 52'-0" 32 ' - 0 " 32 ' - 0 " 15'-0"12'-0"25'-0" 52'-0" 50'-8"8" 8" 30 ' - 8 " 8" 4' - 0 " 3' - 4 " 8" 10'-8" 8"8" 8" 14 ' - 4 " 16 ' - 4 " 19'-5"11'-4"11'-9"8'-2" 14 ' - 4 " 16 ' - 4 " 36"X36"X12" POURED CONC FTG W/ 3#4 RE-BARS EACH WAY. OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 3 12 FOUNDATION PLAN AND DETAILS DESIGN PLANNING CONSTRUCTION ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 2x6 SOLE PLATE2x6 KING STUD (2)2x6 SILL 2x6 CRIPPLE STUD (2)2x6 JACK STUDS (DBL. JACKS ONLY REQUIRED IN OPENINGS OVER 72" WIDE) (2)2x10 HEADER (2)2x6 TOP PLATE 2x6 WINDOW FRAMING DETAIL NOT TO SCALE ROUG H O P E N I N G WAL L DE P T H 1/ 2 " INTER I O R EXTER I O R CAULK OR SOLDER ALL JOINTS END DAM WALL FLANGE CAULK OR SOLDER ALL JOINTS NOTES: SILL PAN SHALL BE VINYL, 16 OZ. COPPER ,OR APPROVED EQUAL PAN SHALL BE INSTALLED OVER 15# ROUGH OPENING WRAP DOOR SILL PAN DETAIL NOT TO SCALE FLOOR LINE OPERABLE AREA5.7 S.F.5.7 S.F.AREA OPERABLE CLEAR CLEAR 34 1/8" 20" 24 " C L E A R 44 " C L E A R 3'- 5 3 / 6 4 " EGRESS WINDOW LAYOUT NOT TO SCALE NOT TO SCALE SECTION A-A 4 2 4 5 1 3 FLASHING SEQUENCING: 1. APPLY BOTTOM Piece OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING 2. SET WINDOW UNIT. 3. APPLY 2nd BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 6. FLASHING. WINDOW FLASHING DETAIL not to scale 1/2" MINIMUMGYPSUM BD. ON CEILINGS NOTES: 1)AS PER SECTION R402.5.1.1 OF THE 2025 ECCCNYS; THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS INDICATED IN TABLE R402.5.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA INDICATED IN TABLE R402.5.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE BUILDING OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. THE INSPECTION SHALL INCLUDE AN OPEN WALL VISUAL INSPECTION OF ALL COMPONENTS INCLUDED IN TABLE R402.5.1.1 AND SHALL BE INSTALLED SO THAT THE INSULATION MATERIAL UNIFORMLY FILLS EACH CAVITY SIDE-TO-SIDE AND TOP-TO-BOTTOM, WITHOUT GAPS OR VOIDS AROUND OBSTRUCTIONS, AND IS SPLIT, INSTALLED, OR FITTED TIGHTLY AROUND WIRING AND OTHER PENETRATIONS IN THE CAVITY. NO MORE THAN 2 PERCENT OF THE TOTAL INSULATED AREA SHALL CONTAIN GAPS OR VOIDS IN THE INSULATION OR BE COMPRESSED BELOW THE THICKNESS REQUIRED TO ATTAIN THE LABELED R-VALUE. 2) AS PER SECTION 303.4 OF THE 2025 NYSRC, ANY FOAM PLASTIC (SPRAY POLYURETHANE FOAM INSULATION) SHALL BE SEPARATED FROM THE INTERIOR OF A BUILDING BY AN APPROVED THERMAL BARRIER OF 12" THICK GYPSUM WALLBOARD. 3) AS PER SECTION 303.5.13 OF THE 2025 NYSRC, A THERMAL BARRIER AS PER 2603.4 IS NOT REQUIRED TO BE INSTALLED ON THE WALKING SURFACE OF A STRUCTURAL FLOOR SYSTEM THAT CONTAINS FOAM PLASTIC INSULATION WHEN THE FOAM PLASTIC IS COVERED BY A MINIMUM OF 12" THICK STRUCTURAL WOOD PANELS. 4) AS PER SECTION 303.5.11 OF THE 2025 NYSRC, FOAM PLASTIC SPRAY APPLIED TO SILL PLATES, JOIST HEADERS AND RIM JOISTS IS SUBJECT TO ALL THE FOLLOWING: A) THE MAXIMUM THICKNESS OF THE FOAM PLASTIC SHALL BE 314". B) THE DENSITY OF THE FOAM SHALL BE IN THE RANGE OF 1.5 TO 2 PCF. C) THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN ACCOMPANYING SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. THERMAL BARRIER DETAIL NOT TO SCALE INSTALL CONTINUOUSBEAD OF SEALANT ALONGFACE OF ALL EXTERIORWALL PLATES, BOTH SIDESOF THE FIRST INTERIORSTUD OF PARTITIONWALLS, AND ALL TOPPLATES AT INSULATEDCEILINGS. 1/2" MINIMUMGYPSUM BD. ON WALLS 3/4" PLYWOOD SUBFLOOR (12" MINIMUM) CAULK AROUND ALLWINDOW AND DOOROPENING W/ DOW 790SILICONE SEALANT OREQUAL. FILL ALL CAVITIESAROUND WINDOWS WITHS.P.F. UNFINISHED SPACE FINISHED SPACE UNFINISHED SPACE intumescent membrane or paint onany exposed s.p.f. insulation BOTTOM OF WINDOW 1/2" GYPSUM BD. 12" LVL HIP 1/2" PLYWOOD SHEATHING 15 POUND ROOFING FELT ASPHALT SHINGLES HURRICANE CLIPS @ 16" O.C. B.E. ALUM. GUTTER1x8 WD. FASCIA VINYL SOFFIT (2)2x10 HEADER- INSULATE SIDING (SEE PLANS)OVER 15 LB. BUILDING PAPEROR HOUSE WRAP (TYVEK) 2x6 WD. STUDS @ 16" O.C. 1/2" EXT. PLYWOOD SHEATHING 2x6 WD. STUDS @ 16" O.C. FINISH GRADE ANDERSON WINDOW SEE PLAN FOR TYPENOTE CAULK AROUND ALLWINDOW AND DOOR OPENINGW/ DOW 790 SILICONE SEALANTOR EQUAL ALUM TERMITE SHIELD (2)2x6 WD. PRESS TREATEDSILL W/ 1/2"x12" ANCHOR BOLTS(6'-0" ON CENTER MIN 2 PER PLATE)ANCHOR BOLTS MIN. 12" FROM CORNERSF.G. SILL SEALTER WATERPROOF CEMENT COVE 2x10 RAFTERS @ 16" O.C. GARAGE GRADE MASTER BEDROOM BEDROOM #2 2x8 JOISTS @ 16" O.C. BEAM (SEE PLAN) 24" MIN. 9' - 0 " 11 ' - 0 " R-30 SPF. INSUL. OR R-20 + 5 CONTINUOUS R-13 + 10 CONTINUOUS R-0 + 20 CONTINUOUS FOUNDATION WALL (SEE PLANS) BITUMASTIC WATERPROOFING FINISH FLOOR AS PER OWNER 3/4" PLYWD. SUBFLOOR 12" TJI @ 16" O.C. R-30 SPF INSUL. 24"x10" CONC. FTG.W/ 3 #4 BARS AS PER R905.1.2, PROVIDE ICE BARRIER WHICH SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OFNORMAL UNDERLAYMENT AND EXTEND FROM THELOWEST EDGES OF ALL ROOF SURFACES TO APOINT NOT LESS THAN 24 INCHES INSIDE THEEXTERIOR WALL LINE OF THE BUILDING. 4" CONC. SLAB 6x6 #10/10 W.W.M. OR FIBER MESH 4" GRAVEL6 MIL VAPOR BARRIER R-49 SPF INSUL. 5/8" TYPE 'X' GYPSUM BD. 8 12 812 9' - 0 " 2x8 COLLAR TIES @ 32" O.C. OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 4 SECTION & DETAILS12 ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 HUBBELL 5262; 20 AMP HUBBELL 5362 HORIZONTAL 120V DUPLEX RECEPTACLE: GROUND-FAULT CIRCUIT INTERRUPTING BATHROOMS: HUBBELL GF5262 KITCHEN/PANTRY: HUBBELL GF5362 RECEPTACLE; 120V/20A & 15A RATED;GFI ELECTRICAL LEGEND SINGLE POLE SWITCH; HUBBELL 1201 120V 15A THREE-WAY SWITCH; HUBBELL 1203 120V 15A CD SD CARBON MONOXIDE DETECTOR SMOKE DETECTOR RECESSED FIXTURER T PROGRAMMABLE THERMOSTAT 3 (HEIGHT IN INCHES ABOVE FIN. FLOOR) HORIZONTAL 120V DUPLEX RECEPTACLE: 60" EXHAUST FAN/LIGHT COMBO SURFACE MOUNTED CEILING FIXTURE RANGE OUTLETR CEILING MOUNTED HORIZONTAL 120V DUPLEX RECEPTACLE: OUTDOOR WALL MOUNTED FIXTURES DRYER OUTLETD DW DISHWASHER OUTLET sm surface-mounted 15amp RECEPTACLE. must be hardwired to gfci circuit HEAT DETECTORH VE N T T O E X T E R I O R 3" W A S T E EXISTING CLEANOUT 2" PVC VENT 1'- 0 " AS PER SECTION P3103.2 OF THE 2020 NYSRC,VENT EXTENSIONS THROUGH A ROOF SHALL BE NOT LESS THAN 3" IN DIAMETERAND EXTEND NOT LESS THAN 12" INSIDE THE THERMAL ENVELOPE OF THE BUILDING ROOF RAFTERS W/ INSULATION M. BATH. 2" P V C V E N T WC 3" PVC WASTE 2" PVC WASTE 2" PVC VENT 2" PVC WASTE 2" PVC VENT 2" P V C V E N T SHOWER 2" P V C W A S T E SINK 2" P V C V E N T 2" P V C W A S T E SINK 2" P V C V E N T 3" PVC WASTE P.R.2" P V C V E N T WC 2" PVC WASTE 2" P V C W A S T E SINK 2" P V C V E N T 2" P V C V E N T WC 2" P V C V E N T TUB BATH. 2" P V C W A S T E KITCHENSINK2" P V C V E N T DISHWASHER DISCHARGEHOSE KITCHEN 2" P V C V E N T SHOWER 2" P V C W A S T E WASHER 2" P V C V E N T LAUNDRY 30" 30" 30" 24" 36" REF. STOVE SINK D.W. ENTRY SCO SMOKE DET. S S S UPDN ATTIC ACCESS BATH. PORCH HE A R T H 30" TUB W.C. SINK ISLAND 18" LINEN 24" CL. CL. 24" 24" 24" BEDROOM #2BEDROOM #3 MASTER BEDROOM TRAY CEILING KITCHEN TRAY CEILING DINING RM. TRAY CEILING LIVING RM. TRAY CEILING M. BATH 30" PANTRY 30" DNOPEN DECK W. C . SINKshower concretelanding W.I.C. R R R R R R R R R R R R R R R R RRRR RRR RRR RRR R R R R R R R R R R R R R R R R R R R R R w w w w w w R R RR 3 3334 4 4 3 3 GFIGFI GFI GFI GFI GFI GFI sm GFIWP GFIWP R R T GENERAL ELECTRICAL NOTES 1. WORK PERFORMED SHALL BE UNDERTAKEN WITH ABSOLUTE PRECAUTION BEING MAINTAINED TO ENSURE SAFETY OF PERSONNEL AND EQUIPMENT IN AREA IN SUCH A MANNER SO AS NOT TO DISTURB NORMAL WORK PROCEDURE. PROVIDE ALL PROTECTIVE SCAFFOLDING, BARRIERS, SIGNS, ETC., SUBJECT TO APPROVAL OF OWNER. 2. WORK SHOWN IS DIAGRAMMATIC. EXACT LOCATION OF CONDUIT RUNS SHALL BE DETERMINED IN FIELD. LOCATE NEW CONDUIT RUNS TO CLEAR EXISTING AND NEW PIPING, DUCTWORK, ACCESS DOORS, AND OTHER OBSTRUCTIONS. COORDINATE CONDUIT ROUTING WITH WORK OF OTHER TRADES AND ALTER WHERE NECESSARY TO AVOID INTERFERENCE. 3. PROVIDE IDENTIFICATION TAGS FOR NEW WIRING AT ALL CIRCUIT BREAKER. 4. VERIFY EXACT LOCATION OF EQUIPMENT, SHOWN OR NOT SHOWN, IN FIELD PRIOR TO PERFORMING ANY WORK. 5. CONDUITS SHALL BE PROPERLY SUPPORTED FROM ALL FRAMING ABOVE. NO CONDUIT SHALL BE SECURED TO, SUPPORTED BY, OR HUNG FROM DUCTWORK OR PIPING OR OTHER SUCH ITEMS. 6. PROVIDE CUTTING AND PATCHING REQUIRED FOR ELECTRICAL INSTALLATION. 7. THE PLANS DO NOT INDICATE THE BRANCH CIRCUIT WIRING AND CONDUIT FOR FIXTURES OR OUTLETS NOR THE CONDUIT SIZE FOR FEEDERS. PROVIDE THE CORRECT WIRING QUANTITY AND SIZE, INSTALLED IN CONDUIT, AS REQUIRED BY THE INDICATED CIRCUITRY AND THE NATIONAL ELECTRICAL CODE. 8. LOCATIONS OF OUTLETS ARE APPROXIMATE AND FINAL LOCATION SHALL BE AS DIRECTED BY THE ARCHITECT. VERIFY ALL LOCATIONS BEFORE INSTALLATION. NO EXTRAS WILL BE ALLOWED FOR CHANGES UP TO 10'-0" FROM LOCATION SHOWN ON PLAN PRIOR TO ROUGH-IN. GENERAL ELECTRICAL CODE COMPLIANCE NOTES 1. R402.5.4 RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. RECESSED LUMINAIRES SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT GREATER THAN 2.0 CFM (0.944 L/S) WHEN TESTED IN ACCORDANCE WITH ASTM E283 AT A PRESSURE DIFFERENTIAL OF 1.57 PSF (75 PA). RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULKED BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. 2. R404.1 LIGHTING EQUIPMENT ALL PERMANENTLY INSTALLED LUMINAIRES SHALL BE CAPABLE OF OPERATION WITH AN EFFICACY OF NOT LESS THAN 45 LUMENS PER WATT OR SHALL CONTAIN LAMPS CAPABLE OF OPERATION WITH AN EFFICACY OF NOT LESS THAN 65 LUMENS PER WATT. EXCEPTIONS: APPLIANCE LAMPS. ANTIMICROBIAL LIGHTING USED FOR THE SOLE PURPOSE OF DISINFECTING. GENERAL SERVICE LAMPS COMPLYING WITH DOE 10 CFR, PART 430.32. LUMINAIRES WITH A RATED ELECTRIC INPUT OF NOT GREATER THAN 3.0 WATTS. 3. R404.2 INTERIOR LIGHTING CONTROLS ALL PERMANENTLY INSTALLED LUMINAIRES SHALL BE CONTROLLED AS REQUIRED IN SECTIONS R404.2.1 AND R404.2.2. EXCEPTION: LIGHTING CONTROLS SHALL NOT BE REQUIRED FOR SAFETY OR SECURITY LIGHTING. 4. R404.2.1 HABITABLE SPACES ALL PERMANENTLY INSTALLED LUMINAIRES IN HABITABLE SPACES SHALL BE CONTROLLED WITH A MANUAL DIMMER OR WITH AN AUTOMATIC SHUTOFF CONTROL THAT AUTOMATICALLY TURNS OFF LIGHTS WITHIN 20 MINUTES AFTER ALL OCCUPANTS HAVE LEFT THE SPACE AND SHALL INCORPORATE A MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN THE LIGHTS ON OR OFF. 5. R404.2.2 SPECIFIC LOCATIONS ALL PERMANENTLY INSTALLED LUMINAIRES IN GARAGES, UNFINISHED BASEMENTS, LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE CONTROLLED BY AN AUTOMATIC SHUTOFF CONTROL THAT AUTOMATICALLY TURNS OFF LIGHTS WITHIN 20 MINUTES AFTER ALL OCCUPANTS HAVE LEFT THE SPACE AND SHALL INCORPORATE A MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN THE LIGHTS ON OR OFF. SCO UP WASHER DRYERVENT TO EXTERIOR 36" BATH. MECH. RM. BOILERDIRECTVENT PORCH 4" CONC. SLAB 36" ENTRY 36" FAMILY ROOM LAUNDRY/ MUDROOM 32" 36" CL. SINK W.C. 30" 30" BEDROOM #4 36" 24"24" CL. SHOWER UP GARAGE w w w R R R R w w 4 R R R R R RR R RR R RR R RR RR R R R 4 R w w w 3 33 3 3 3 GFI GFI GFI GFIWP D T S H GFIWP OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 5 ELECTRICAL LAYOUT & PLUMBING RISER DIAGRAM12 LOWER LEVEL ELECTRICAL LAYOUT SCALE 1/4" = 1'-0" UPPER LEVEL ELECTRICAL LAYOUT SCALE 1/4" = 1'-0" ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION PLUMBING RISER DIAGRAM SCALE 1/4" = 1'-0" NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 EAVEWALL STEP FLASHING DETAIL N.T.S. SINK TUB WC SINK WC SINK WC TUB 21 " MI N . 21 " MI N . 30 " MI N . 30 " MI N . 21 " MI N . 15" MIN. 15" MIN. 15" MIN. 15"MIN.15"MIN. OV E R 12 " 2" MIN. 4" 4" 7" UNDERLAYMENT QUARTER SIZE DAB OF OFASPHALTIC PLASTIC CEMENT STEP FLASHING POSITIONEDOVER SHINGLE SO THAT NEXTCOURSE OF SHINGLES COVERSIT COMPLETELY NAIL FLASHING TO ROOF.2 NAILS PER STEP FLASHING. SIDING SERVES AS COUNTER-FLASHING OVER STEP FLASHING BATHROOM FIXTURE CLEARANCES NOT TO SCALE RAFTER (SEE PLAN) SIMPSON STRONG-TIE H3, SEISMIC& HURRICANE TIE @ 16" O.C. DOUBLE TOP PLATE RAFTER TIE DOWN DETAIL NOT TO SCALENOT TO SCALE 1x8 FASCIA 2x BLOCKING @ 16" O.C. FRIEZE TRIM (OPTIONAL) SIDING (SEE ELEVATIONS) WALL SHEATHING VINYL SOFFIT DRIP EDGE ROOF CONSTRUCTION 12" RAKE DETAIL NOT TO SCALE 1x6 FASCIA 2x BLOCKING @ 16" O.C. WALL SHEATHING VENTED VINYL SOFFIT TYVEK HOUSEWRAP BY "DUPONT" OR EQUAL DRIP EDGE ASPHALT SHINGLES 12" CDX. PLYWD. SHEATING 15 # ROOFING FELT 12" ROOF EAVE DETAIL NOT TO SCALE INSULATION AT TRAY CEILING DETAIL NOT TO SCALE SIDING (SEE ELEVATIONS) FRIEZE TRIM (OPTIONAL) HEADWALL VENT FLASHING DETAIL NOT TO SCALE FLASHING VENT BOLT LEDGER TO STUDS ASPHALT SHINGLES COUNTER-FLASHING FLASHING SIDING (SEE PLANS) HO U S E W A L L BATHTUB DETAIL NOT TO SCALE SHOWER PAN DETAIL NOT TO SCALE EXTEND MEMBRANE UP WALLS TO HERE, FASTEN AT TOP ONLY CERAMIC TILE OVER LATEX-MODIFIED THIN-SET PEA GRAVEL OR CRUSHED TILE AROUND WEEP HOLES WIRE MESH REINFORCEMENT CAULK 3" CURB 40-MIL CPE SHOWER PAN MEMBRANE 2-PIECE CLAMPING DRAINMORTAR BEDLATEX-MODIFIED MORTAR SLOPED 14" PER FT. CAULK SOLID BLOCKING BETWEEN STUDS 15 LB. FELT AND WIRE LATH CEMENT BACKERBOARD CEMENT BACKERBOARD 6-MIL POLY OR 15 LB. FELT (LAP OVER MEMBRANE) 1/2" GYPSUM BD. 2x8 COLLAR TIES @16" O.C. NEW HURRICANE CLIPS EVERY RAFTER RAFTERS AND ROOF CONSTRUCTION HC HR RAISED RAFTER TIE HC/HR = 13 MAX ANY EXPOSED FOAM INSULATION IN OPEN AREAS SUCH AS AN OPEN ATTIC SHALL HAVE AN APPROVED FIRE-RATED COVERING (I.E. INTUMESCENT PAINT.) BARREL ARCH PORCH DETAIL NOT TO SCALE VINYL SOFFIT (3) 2x10 2x8 COLLAR TIES @ 16" O.C. 2x10 RAFTERS 1x8 FASCIA ASPHALT ROOF15 LB. ROOFING FELT1/2" EXT. PLY'WD. SHEATHING 1012 VINYL CEILING 10" COMPOSITE TRIM BD. SHINGLE CAP 12" LVL RIDGE 2x4 RIDGE TIES @ 16" O.C. HURRICANE CLIPS EVERY RAFTER 2X4 SLEEPERS SECURED TO 34" SCROLL CUTPLYWOOD SHEATHING AT EXTERIOR END AND 34" SCROLL CUT PLYWOOD LEDGER AGAINST WALL. LEDGER SECURED TO WALL USING LEDGERLOK OR CONCRETE ANCHOR SCREWS AS REQ'D. STAGGERED 24" O.C. LPC6Z POST CAP 2x4 BLOCKING AS REQ'D. GRADE 8" CONC. FOUNDATION 4" CONC. SLAB 6x6 #10/10W.W.M.OR FIBER MESH 4" GRAVEL 6 MIL VAPOR BARRIER FOUNDATION WALL (SEE PLANS) BITUMASTIC WATERPROOFING 24"x10" CONC.FTG. W/ 3 #4BARS BLUESTONE OR APPROVED EQUAL 6X6 WD. POST(TRIMMED-WRAPPED) OR 10" F.G. OR WD. COL. OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 6 DETAILS12 ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 FIRE BLOCKING SURROUND BEAM WITH 58" TYPE 'X' GYPSUM BD. 58" TYPE 'X' GYPSUM BD. ON CEILING AND BOTH SIDES OF STUD WALL GARAGE FINISHED SPACE FIRE BLOCKING 4'-0"MIN. FINISHED SPACE FINISHED SPACE STAIR DETAIL NOT TO SCALE 6"12"12" MINIMUM SOLID BEARING 3 12" 2" 2" DOUBLE BOLT @ BEARING ENDS 1 3/4" x LVL MEMBER(SEE PLAN FOR SIZE) 1/2" THROUGH BOLT ASSEMBLY (COUNTERSINK AS REQUIRED) 1/2" THROUGH BOLT ASSEMBLY (COUNTERSINK AS REQUIRED) NOTE: BOLTING AS REQUIRED, REFER TO MANUFACTURED SPECIFICATIONS FOR ALL INFORMATION AND SPECIFICS NOTE: SEE PLANS FOR SIZE AND LOCATION OF ALL LVL MEMBERS SECTIONELEVATION NOTE: LVL = LAMINATED VENEER LUMBER BY TRUS-JOIST MACMILLAN (1.9 E) MINIMUM OR EQUAL LVL BEAM DETAIL NOT TO SCALE GIRDER BEARING DETAIL NOT TO SCALE PL A N HIGH STRENGTH NON SHRINK CEMENTGROUT LEVELING BED UNDER STEEL COLUMN IF APPLICABLE SE E F O U N D A T I O N IF FOUNDATION WALLS ARE CMU, FILL FOUNDATION WALL CAVATIES BELOW COLUMN BEARING POINT SOLID WITH CONCRETE (TYPICAL). TOP OF FOUNDATION WALL FLUSH BEAMALIGNED WITH FLOOR JOISTS(SEE PLAN FOR SIZE AND TYPE) BOX BEAM/RIM JOIST (SEE PLAN FOR SIZE AND TYPE) 4" O.D. STRUCTURAL STEEL COLUMN INSIDE 2x6 WOOD STUDWALL. ( IF BEAM IS NOT STEEL, COLUMN CAN BESUBSTITUTED WITH (5)2x6 WOOD STUDS.) FIRE SEPARATION DETAIL NOT TO SCALE CLOSED RISER STAIR DESIGN RAIL TO BE TURNED TO TERMINATEINTO NEWEL POST RAIL TO BE TURNED TO TERMINATE INTO NEWEL POST SECTION THROUGH STAIRS PARTITION HANDGRIP PLAN RAIL TO BE RETURNED TO TERMINATE INTO WALL 3' - 0 " BASEMENT STAIRCASE DETAIL NOT TO SCALE PARTITIONRAILINGHANDRAIL 112"112"STUD WALL 11 2" PARTITION HANDGRIP SECTION METAL BRACKET (ATTACH TO POST) 8 1 / 4 " MA X 9" MIN. AS PER R311.7.5.1 OF THE 2017 NYS CODE SUPPLEMENT AS PER R311.7.5.2 D L/3 D/3 MAX. D/6 MAX. L L/3 NO NOTCHES PERMITTED FLOOR JOIST - CENTER CUTS D/3 MAX. D/6 MAX. NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 58" MIN. TO EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED. STUD SILL PLATE BORED HOLE MAX. DIAMETER 40 % OF STUD DEPTH 58" MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUTOR NOTCH IN STUD D (ACTUAL DEPTH) PIPE OR CONDUIT FLOOR JOIST CUTTING, NOTCHING, OR DRILLING D/3 MAX. 2" MIN. FROM TOPAND BOTTOM OF JOIST NOTCHING DETAILS NOT TO SCALE AS PER TABLE M1505.4.4 AREA TO BE EXHAUSTED KITCHENS MIN. REQ'D LOCAL EXHAUST RATES FOR ONE AND TWO-FAMILY DWELLINGS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS EXHAUST RATES (A) FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED TO BE DETERMINED BY INTERPOLATION. BATHROOMS & TOILET ROOMS 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS 6'- 8 " M I N . H E A D R M . 1/2" PLYWOOD RISERS (3) 2x12 STRINGERS 5/8" TYPE "X" G.W.BTYP. UNDER STAIR 1 1/8" PART. BD. BULLNOSE TREADS GLUED AND SCREWED(INSTALL AFTER ROOF ON) LESS THAN4" 10"(MIN. 9") 7" (M A X . 8 " ) HANDRAIL BALLUSTEROR PARTITION(VERIFY STYLE) SHOE RAILFOR BALLUSTERS NOSING OR TREAD 2 x 12 STRINGER 2 x 8 BLOCKING 3" BT W N . 2 ' - 1 0 " & 3 ' - 2 " * * HANDGRIP SECTION *BTWN. 1 1/2" & 2" PARTITIONRAILINGHANDRAIL PROVIDE MIN. 36" CLEARWIDTH AT STAIRWAYS 112"112"STUD WALL 11 2" HANDGRIP SECTIONBTWN. 1 1/2" & 2"LESS THAN4" 36 " H I G H R A I L I N G E W A L B S R C M N H [cm][cm] [cm] [cm] 8 234 25 Z [cm][cm][cm][cm] [cm] [cm] 280 55 111 159 108 159 108 162 121 162 121 60 6070 70 60 111 130111 140 130 130179 53x109,4[cm] 60 120 162 121 58x118,4 58x128,4 12070 159 108 70 130 68x109,4 68x118,4 60 140 130179 58x128,4 70 130 130179 70 140 130179 305 58x138,4 68x128,4 68x138,4 [cm]49x10554x10554x11454x124 64x105 64x114 54x12454x13464x12464x134 [cm] 14 A K T L W A K T G ETreadlength STreadwidth ZTreadthickness GDistancebetweentreads Loft ladder dimensions HRoom height AWidth ceilingopening dimensions BLengthceilingopeningdimensions RSwing space CDistanceafter ladderunfolding KFoldedladderheight WxLBox externaldimensions MxNInternal boxdimensions TBox height G 78 88 90 84 85 94 80 86 93 78-Spring80-Tread84-Thermo-insulated hatch85-Ladder bracket86-Hinge88-Side bracket90-LXH handrail93-LXS stile end94-Stringer (ladder side element)507-Finishing lining slats LXL FAKRO 507 58x109,4 34 162 121162 121 68x128,4 64x12468x138,4 64x134 ATTIC ACCESS DETAIL NOT TO SCALE 6"12"12" MINIMUM SOLID BEARING 3 12" 2" 2" DOUBLE BOLT @ BEARING ENDS WOOD MEMBER(SEE PLAN FOR SIZE) 1/2" THROUGH BOLT ASSEMBLY (COUNTERSINK AS REQUIRED) NOTE: BOLTING AS REQUIRED, REFER TO MANUFACTURED SPECIFICATIONS FOR ALL INFORMATION AND SPECIFICS NOTE: SEE PLANS FOR SIZE AND LOCATION OF ALL LVL MEMBERS SECTIONELEVATION NOTE: LVL = LAMINATED VENEER LUMBER BY TRUS-JOIST MACMILLAN (1.9 E) MINIMUM OR EQUAL STEEL FLITCH PLATE (SEE PLAN) STEEL FLITCH PLATE DETAIL NOT TO SCALE 3' - 6 " NOT TO SCALE 10" 34" 6 " (3) #4 RE-BAR #4 RE-BAR 24" O.C. 4" GRAVEL 4" CONC. SLAB W 6x6 W.W.M. PITCHED TO DRAIN DRAIN TO DAYLIGHT GRADE (2) #4 RE-BAR LINE OF DWELLING FOUNDATION EXT. CONC. STAIRWELL DETAIL OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 7 12 DETAILS ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 DECK POST TIE-DOWN DETAIL NOT TO SCALE LEDGER DETAIL NOT TO SCALE SIDING ALUMINUM FLASHING CAULK UNDER FLASHING BITUMINOUS MEMBRANE FLASHING JOIST SPAN ON-CENTER SPACING (IN INCHES) OF FASTENERS 6'ANDLESS 6'-1" TO8' 8'-1" TO10' 10'-1" TO12' 12'-1" TO14' 14'-1" TO16' 16'-1" TO18' CONNECTION DETAILS 12" DIAMETER LAG SCREW WITH 12"MAXIMUM SHEATHING 12" DIAMETER LAG BOLT WITH 12" MAXIMUMSHEATHING 12" DIAMETER LAG BOLTWITH 1" MAXIMUMSHEATHING 30 36 36 36 36 34 29 23 18 29 24 15 24 21 13 21 18 11 19 16 10 PRESSURE TREATED WD.LEDGER W/ LAG SCREW OR BOLTS SPACED AS PER TABLE MINIMUM EDGE AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING LEDGER BAND JOIST 2 INCHES 3/4 INCHES 2 INCHES 2 INCHES3/4 INCHES NOTES:A) SPACING SHALL BE STAGGERED FROM TO TOP BOTTOM ALONG THEHORIZONTAL RUN. B) FOR ENGINEERED RIM JOISTS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. (5 INCHES MAX.) 2 INCHES(5 INCHESMAX.) 1 5/8 INCHES(5 INCHESMAX.) 1 5/8 INCHES(5 INCHES MAX.) FASTENERS USED IN DECK LEDGER CONNECTIONS SHALL BE HOT-DIPPEDGALVANIZED OR STAINLESS STEEL GALV. METAL JOIST HANGERS HOLD-DOWN OR SIMILAR TENSION DEVICE 24" FROM EACH DECK END 1/2" THREADED ROD SIDING ALUMINUM FLASHING CAULK UNDER FLASHING BITUMINOUS MEMBRANE FLASHING SIMPSON DTT1Z DECK TENSION BRACKETS.4 TOTAL. 1 WITHIN 24" OF EACH END. FULLY THREADED 38" DIAMETER LAG SCREWPRE-DRILLED W/ MIN. 3" PENETRATION TO CENTER OF PLATE, STUDS, OR HEADER. GALV. METAL JOIST HANGERS HOLD-DOWN DEVICE LATERAL SUPPORT BRACKETS USE EITHER 2 HOLD-DOWN TENSION DEVICES OR 4 LATERAL SUPPORT BRACKETS RAILING POST BOLTED TO OUTSIDE JOIST AND STRINGER LSCZ BRACKET RAILING POST BOLTEDTO OUTSIDE JOIST ANDSTRINGER 2x4 P.T. HANGER NAILED TO OUTSIDEJOIST AND 2x8BLOCKING 2x8 OUTSIDE JOIST DECKING 4x4 P.T. WD. RAILING POST (3) 2x12 STRINGER 4x4 P.T. WD. RAILINGPOST DECKING 2x12 STRINGER 2x8 WOOD BLOCKING 2x8 OUTSIDE JOIST SECTION THROUGH STAIRS SECTION THROUGH DECK FACING BACK OF STAIRS GALVANIZED METAL BRACKET 1 5/8" DIA. HANDRAIL (ATTACH TO POST) CLOSED RISER STAIR DESIGN 2 x 2 BALUSTERS LESS THAN 4" SPACE BETWEEN 11.5" 8" UNDER 4" UNDER 4" RAIL TO BE TURNED TO TERMINATE INTO NEWEL POST RAIL TO BE TURNED TOTERMINATE INTO NEWEL POST 2x8 BLOCKING 2x4 P.T. HANGERNAILED TO OUTSIDE JOIST AND 2x8 BLOCKING SECTION THROUGH STAIRS PLAN VIEW OF STAIRS CONC. PAD CONC. PAD DN RAIL TO BE TURNED TO TERMINATE INTO NEWEL POST 3'- 0 " DECK HANDRAIL DETAIL NOT TO SCALE DECK STAIRS CONNECTIONS DETAIL NOT TO SCALE (3) 2x12 STRINGERS DECKING 3' - 0 " DECK JOISTS@ 16" O.C. 4 x 4 WOOD POST (6'-0" O.C. MAX) BAND JOIST (2) 1/2" DIA. MACHINE BOLTS OR THREADED RODS WITH NUTS AND WASHERS 2" 2x BLOCKING DECKING 3' - 0 " DECK JOISTS@ 16" O.C. 2" (WHERE POST ADJOINS RIM JOIST) BAND JOIST RIM JOIST RAILING POST BRACING DETAIL NOT TO SCALE RAILING POST BRACING DETAIL NOT TO SCALENOT TO SCALE P.T. BLOCKING P.T. BLOCKING 4 x 4 WOOD POST(6'-0" O.C. MAX) (2) 1/2" DIA. MACHINE BOLTSOR THREADED RODS WITH NUTS AND WASHERS TO BE BOLTED THROUGH BLOCKING (TYPICAL) RIM JOIST DECK JOISTS @16" O.C. (2) 12" LAG SCREWS (2) 12" LAG SCREWS (WHERE POST ADJOINS BAND JOIST) 3'-0" MIN. 4" CONC. LANDING FINISH GRADE DECK STAIRS LANDING DETAIL NOT TO SCALE 6"16"16" 2" 2" DOUBLE LAG BOLT @ BEARING ENDS LEDGER(SEE PLAN FOR SIZE) 1/2" THROUGH BOLT ASSEMBLY 1/2" THROUGH BOLT ASSEMBLY NOTE: SEE PLANS FOR SIZE AND LOCATION OF ALL LVL MEMBERS LEDGER BOLTING PATTERN NOT TO SCALE PRESSURE TREATED WD.LEDGER W/ LAG SCREW OR BOLTS SPACED AS PER TABLE WOOD DECK DETAIL NOT TO SCALE SIMPSON S T R O N G - T I E BC6 OR E Q U A L GIRDER (SEE PLAN) POST (SEE PLAN) POST BASE 6x6 P.T. WD. POST 14" DIAMETER CONC. FILLED SONO TUBE. NOTE: GUARD MUST RESIST 200 LBS. OF FORCE AS PER TABLE R301.5 OF THE 2015 IRC. COMPOSITE DECKING PROVIDE WD BLOCKING (ASREQ'D) WHERE PARALLEL TOJOISTS 3'- 0 " DECK JOISTS @ 16" O.C. GALVANIZED METAL POST BASE 14" DIA. CONC. PIER/ FTG. 3' - 6 " MI N . PROVIDE SOLID BLOCKING @ BOTH SIDES OF POST (WHERE PARALLELTO JOIST) NOTE: 4 x 4 WOOD POST (6'-0" O.C. MAX) BALUSTERS (+/- 4" O.C. MAX) (2) 1/2" DIA. LAG BOLTS EACH WAY BAND JOIST W/ (2) 1/2" DIA. LAG BOLTS @ JOIST (BOTH SIDESOF POST) WOOD GIRDER GALVANIZED METAL POST CAP 6 x 6 WOOD POST (SEE PLAN FOR SPACING) COMPOSITE RAILING H1 OR HURRICANE CLIPS COMPOSITE RAILING VERIFY 6" SPHERE CANNOT PASS THROUGH 4" METAL CONNECTOR LEGEND LOCATION/TYPE MODEL # DETAIL RAFTER TIE-DOWN H2-5A PLATELINE PLATELINE JOIST HANGER LU2 SERIES LUS2 SERIES DBL. JOIST HANGER POST BASE ABU66Z W/ THREADED J -BOLT (USED FOR GIRDER SADDLE W/ WD.BLOCKING AS NEEDED.) POST CAP(TRIPLE GIRDER)PC6Z POST CAP (DOUBLE GIRDER) LPC6Z JOISTS BEARING ON GIRDER H1 LSCZSTRINGER TO DECK CONNECTOR BEND TO ANGLE 12" CONC.-FILLED SONO TUBE OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 8 12 DETAILS ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR DESIGN PLANNING CONSTRUCTION NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 RECESSED FIXTURE IN INSULATED CEILINGELECTRIC BOX PENETRATIONS CAULK AT ALL OPENINGS STANDARD PLASTIC ELECTRIC BOX SEAL AT FACE TO DRYWALL WITH JOINTCOMPOUND OR WITH CAULKED FOAM COVER PLATE GASKET. CAULK AT ALL WIRE PENETRATIONS SPECIAL AIR-SEALING BOX GASKET BUILT INTO BOX FLANGE FOR SEALINGTO DRYWALL AIR BARRIER NAILING FLANGE BUILT-IN SEAL ATWIRE ENTRANCE AIRTIGHTNESS LABEL AIRTIGHT CAN DECORATIVE COVERCAULKED AIRTIGHT WIRE CONNECTIONFROM JUNCTION BOX - FIXTURE LABELED IC-RATED AND AIRTIGHT AS DETERMINED BY ASTM E-283 AIR LEAKAGE TEST -HOUSING (NOT DECORATIVE TRIM PIECE) SEALED TO CEILING WITH CAULK OR GASKET SEALANT OR ADHESIVE SEALANT OR ADHESIVE CONTINUOUS BEAD OFSUBFLOOR ADHESIVE -CONTINUOUS FILLET BEAD APPLIED AT BOTTOM OF RIMCLOSURE BOARD -CONTINUOUS BEAD OF ADHESIVE APPLIED TO TOP OF RIMCLOSURE BOARD -SEALANT APPLIED AT ALL BUTT JOINT IN RIM CLOSURE BOARD AND SILL PLATE / TOP PLATE -SPRAY FOAM MAY ALSO BE USED TO SEAL BETWEEN THESILL / TOP PLATE, RIM / BAND JOIST, AND FLOOR DECK. NOTE THAT JOINTS IN THE SILL / TOP PLATE MAY NOT BE SEALED BY THE FOAM APPLICATION AIR BARRIER CONTINUITY AT RIM JOIST / BAND JOIST AIR SEALING AT PARTITION DRYWALL ADHESIVE ON BOTHSIDES OF FIRST INTERIOR STUD DRYWALL ADHESIVE AT BOTTOMAND TOP OF STUD DRYWALL ADHESIVE AT BOTTOMPLATE AND TOP PLATE -ADHESIVE AT BOTTOM AND TOP OF PARTITION STUD ALLOWS AIR BARRIER TO TRANSITION UNINTERRUPTED TO OTHER SIDE OFPARTITION -PENETRATIONS THROUGH FIRST PARTITION STUD MUST ALSO BE SEALED TOP PLATE WITH UNCONDITIONED SPACE ABOVE RECESSED CEILING FIXTURES IN INSULATED CEILING SHOULD BE BOTH INSULATION CONTACT ("IC") - ANDAIR TIGHT RATED. THE HOUSING OF THE RECESSEDFIXTURE SHOULD ALSO BE SEALED (WITH CAULK OR ANEFFECTIVE GASKET) TO THE CEILING GYPSUM BOARD. STRUCTURAL FRAMING AIR BARRIER TRANSITIONSOBVIOUSLY, DRYWALL CANNOT PROVIDE AN AIRBARRIER WHERE IT IS ABSENT. THE DIAGRAMS BELOW AND TO THE RIGHT SHOW HOW THE AIR BARRIER CONTINUITY IS MAINTAINED THROUGH THE FRAMINGAT RIM JOIST/BAND JOIST AREAS. THESE MEASURESFORM A NECESSARY COMPLIMENT TO DRYWALLSEALING IN THE AIRTIGHT DRYWALL APPROACH. REFER TO OTHER INFORMATION SHEETS FOR AIR SEALINGDETAILS AT OTHER COMMON CONDITIONS. THERESOURCES LISTED BELOW ALSO ILLUSTRATE AIRSEALING DETAILS AND PROVIDE FURTHER DISCUSSION. INTERSECTION OF FLOOR JOISTS AND EXTERIOR WALL TAPED JOINT AIR SEAL (CAULKING, ADHESIVE OR GASKET) AIR SEALS (CAULKING,ADHESIVE OR GASKET) AIR SEALS (CAULKING,ADHESIVE OR GASKET) -DRYWALL SEALED TO TOP AND BOTTOM PLATES -BOTTOM PLATE SEALED TO SUBFLOOR-SUBFLOOR SEALED TO RIM CLOSURE BOARD-RIM CLOSURE BOARD SEALED TO TOP PLATE -PENETRATIONS THROUGH TOP PLATE MUSTALSO BE SEALED SEALING PERIMETER OF DRYWALL ASSEMBLIES SEAL AROUND ROUGHOPENINGS OF WINDOWSAND DOORS SEAL ALONG TOP PLATES ON EXTERIOR WALLS SEAL DRYWALL TO FIRSTSTUD IN THE WALL SEAL ALONG BOTTOMPLATE ON EXTERIOR WALLS PARTITIONS: SEAL ATTOP PLATE WHEREADJACENT TO AN UNCONDITIONED SPACE SEAL ALONG INSIDE OF BOTTOM OF FIRST STUD IN INTERIOR WALL (SEEFIGURE 16.7) OR, HOLDBACK FIRST STUD TOPASS DRYWALL BEHIND STUD AIR BARRIERS-AIRTIGHT DRYWALL APPROACH GYPSUM BOARD DRYWALL IS, ITSELF, A SUITABLE AIR BARRIER MATERIAL. THETAPING OF DRYWALL SEAMS RESULTS IN APLANE OF AIRTIGHTNESS AT THE FIELD OFTHE WALL. HOWEVER, SEVERAL STEPS MUST BE TAKEN TO USE THIS MATERIALPROPERLY TO CREATE A CONTINUOUSAND COMPLETE AIR BARRIER SYSTEM. TODO THIS, IT IS IMPORTANT TO CREATE AIR BARRIER CONTINUITY AT THE PERIMETER OF DRYWALL ASSEMBLIES, AT ALLPENETRATIONS THROUGH THE DRYWALL,AND, FINALLY, IN AREAS OF THEENCLOSURE WITHOUT INTERIOR DRYWALL. DRYWALL ASSEMBLY PERIMETER AIR BARRIER CONTINUITY AT THE PERIMETER OF DRYWALLASSEMBLIES IS ACHIEVED BY SEALING THE EDGES OF THEDRYWALL TO SOLID FRAMING MATERIALS. THIS REQUIRES ACONTINUOUS BEAD OF SEALANT ALONG: - ALL EXTERIOR WALL BOTTOM AND TOP PLATES, - ALL TOP PLATES AT INSULATED CEILINGS, - ROUGH OPENING PERIMETERS, AND - BOTH SIDES OF THE FIRST INTERIOR STUD OF PARTITION WALLS. THE AIR SEAL AT THE PARTITION WALL INTERSECTION ISSHOWN IN GREATER DETAIL BELOW FOAM SEALANT AROUNDALL PIPE PENETRATIONSTHROUGH RIM CLOSURE RIM CLOSURE - PENETRATING PIPES, CONDUITS, DUCTS, PROJECTINGBEAMS ETC, ARE SEALED TO THE AIR BARRIER ELEMENT THAT THEY PENETRATE. RUBBER GASKET CUT HOLE IN GASKET JUST SMALLER THAN PIPE SEALANT BETWEENGASKET AND PLATE WALL TOP PLATE PLUMBING VENT STAPLES CAULK OR SEALANT AIR SEALING RIM CLOSURE PENETRATIONS AIR SEALING AT VERTICAL PLUMBING PENETRATIONS PLUMBING PENETRATION THROUGH TOP PLATE WITH UNCONDITIONED SPACE ABOVE - FLEXIBLE GASKET SEALED TO TOP PLATE OR OTHERSOLID BLOCKING ALLOWS MOVEMENT OF PENETRATING ELEMENT WITHOUT LOSING THE AIR SEAL PLUMBING VENT OR ELECTRICAL WIRES CAULK/SEAL/FOAM AROUND ALL PIPES ORELECTRICAL WIRES PENETRATING INTOATTIC SPACES OR OTHER INSULATED CEILINGS EXTERIORWALL KEEP PLUMBING PIPES OUT OF THE EXTERIOR WALLS INTERIOR PLUMBINGWALL CUT HOLESUFFICIENTLYLARGER THANPIPE TO ALLOW INSTALLATION OF SEALANT VENT PIPE MAYBE ELIMINATEDWITH A VACUUMRELIEF INSOMEJURISDICTIONS - PLUMBING PENETRATIONS THROUGH THE FLOOR PLANE ARESEALED EITHER TO THE SUBFLOOR OR TO THE BOTTOM PLATE - PENETRATIONS THROUGH THE TOP PLATE MUST ALSO BESEALED IF THE TOP PLATE IS IN THE PLANE OF AN INTENDEDAIR, SMOKE OR FIRE SEPARATION OSB OR PLYWOOD SEALANT DOUBLE WALL FOR UTILITIES - SOLID DRAFTSTOP MATERIAL SEALED TO FRAMINGTO ISOLATE UTILITY CHASE CAVITY DRAFTSTOP OF UTILITY CHASE AT EXTERIOR WALL OR DEMISING WALL UTILITY CHASE AT INSULATED CEILING - FLEXIBLE GASKET SEALED TO TOP PLATE OR OTHERSOLID BLOCKING ALLOWS MOVEMENT OF PENETRATING ELEMENT WITHOUT LOSING THE AIR SEAL SEALANT, ADHESIVEOR GASKET SOLID BLOCKING AS DRAFTSTOP (SEAMS/JOINTS SEALED WITH ADHESIVE OR SEALANT) SERVICE OPENING SEALED TODRAFTSTOP WITH GASKET(EPDM BOOT) OR EXPANDING FOAM UTILITY CHASE SEALANT, ADHESIVE OR GASKET INTERIOR SOFFIT AT CEILING AIR BARRIER SEALANT, ADHESIVEOR GASKET SEALANT ORADHESIVE SEALANT ORADHESIVE SOLID BLOCKING AS DRAFTSTOP (SEAMS/JOINTS SEALED WITHADHESIVE OR SEALANT): BLOCKINGEXTENDS FULL LENGTH OF BULKHEADAND ENDS AS APPROPRIATE - SOLID DRAFTSTOP MATERIAL IS SEALED TO FRAMING ANDSURROUNDING AIR BARRIER MATERIAL - ALTERNATIVELY, THE SOFFIT MAY BE CONSTRUCTED AFTER THE SEALING GYPSUM BOARD IS INSTALLED AND SEALED INTERIOR SOFFIT AT EXTERIOR OR DEMISING WALL - SOLID DRAFTSTOP MATERIAL IS SEALED TO FRAMING ANDSURROUNDING AIR BARRIER MATERIAL - ALTERNATIVELY, THE SOFFIT MAY BE CONSTRUCTED AFTERTHE SEALING GYPSUM BOARD IS INSTALLED AND SEALED CEMENT BOARD TILEBACKING HELD UP FROMTUB SHELF; HOLD BOARD UP 14'' ABOVE TOP OF FLANGE DRAFT STOPPING AND AIR BARRIER AT TUB ENCLOSURE - SECTION BLOCKINGPOSITIONEDSO THAT TUBFLANGE JUST CATCHES BOTTOMEDGE BEAD OF ADHESIVEBACKING TO THINPROFILE STRUCTURAL SHEATHING SILICONESEALANT (LEAVE WEEP OPENINGS TO DRAIN VOIDSPACE) TILE THIN PROFILE STRUCTURAL SHEATHING EXTENDS UPPAST TOP OF TUB FLANGE -SUPPORTED BY BLOCKING RIGID INSULATION BLOCKING SEALANT,ADHESIVE OR GASKET ADHESIVESEALANT CONTINUOUS BEAD OF SEALANT OR ADHESIVE THIN PROFILE STRUCTURAL SHEATHINGAS DRAFTSTOP BEHIND TUB SEALANT,ADHESIVE OR GASKET - ENTIRE PERIMETER OF DRAFT STOP MATERIAL SEALED TOFRAMING AND SUBFLOOR WITH ADHESIVE OR SEALANT - SEAMS IN DRAFT STOP MATERIAL SEALED - BOTTOM PLATE SEALED TO SUBFLOOR - FLAT BLOCKING FOR DRAFT STOP AND TUB FLANGE SUPPORTALLOWS CAVITY INSULATION TO BE INSTALLED BEHIND DRAFTSTOP - CEMENT BOARD, FIBER CEMENT BOARD OR PAPERLESSGYPSUM BOARD TILE BACKING IS RECOMMENDED IN PLACE OFMOISTURE-RESISTANT GYPSUM BOARD ("GREEN BOARD") - NOTE: CEMENT BOARD IS NOT WATERPROOF: IT MUST BECOATED WITH A FLUID APPLIED WATERPROOFING, OR A WATERRESISTIVE BARRIER APPLIED BEHIND IT AND DRAINED DRAFT STOPPING AND AIR BARRIER AT TUB ENCLOSURE - PLAN FIREPLACE ENCLOSURE - PLAN - CLEARANCES AROUND CHIMNEY AND FIREPLACE UNIT TO BEDETERMINED BY MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES - EXTERIOR COMBUSTION AIR WITH A DAMPER SHOULD BEPROVIDED TO ALL FIREBOXES - DRAFT STOPPING MATERIAL IS SEALED AT PERIMETER TOFRAMING OR SUBFLOOR - SEAMS IN DRAFT STOPPING MATERIAL SEALED FIREPLACE ENCLOSURE - SECTION FLUE CLOSURE - FLUE CLOSURE NEEDED AT TOP OF INSULATED ASSEMBLY - DRAFT STOPPING MATERIAL IS SEALED AT PERIMETER TOFRAMING OR SUBFLOOR - SEAMS IN DRAFT STOPPING MATERIAL SEALED - ONLY APPROVED HIGH TEMPERATURE SEALANTS TO BE USED AT FIRESTOPPING - FLUE CLOSURE ALSO NEEDED AT THE INSULATED CEILING FOR CHIMNEYS WITHIN THE INTERIOR OF THE BUILDING ENCLOSURE SEALANT,ADHESIVE ORGASKET SEALANT, ADHESIVE ORGASKET SEALANT, ADHESIVE ORGASKET SEALANT,ADHESIVE ORGASKET SEALANT,ADHESIVE ORGASKET SEALANT, ADHESIVE OR GASKET CORNER BEADEDGE SUPPORT FOR THIN PROFILE STRUCTURALSHEATHING CONTINUOUS BEAD OF SEALANT ORADHESIVE THIN PROFILE STRUCTURAL SHEATHING CORNER BEAD EDGE SUPPORT FOR THINSTRUCTURAL PROFILESHEATHING CONTINUOUSBEAD OF SEALANT ORADHESIVE THIN PROFILE STRUCTURAL SHEATHING CONTINUOUSBEAD OF SEALANT ORADHESIVE SEALANT,ADHESIVE ORGASKET RIGIDINSULATION(TAPED ORSEALED JOINTS) THINPROFILESTRUCTURAL SHEATHING ASENCLOSURELINER SHEATHING LINER TAPED TO FRAME OPENINGBOTH SIDES AND TOP CLOSURE FRAMINGINSTALLED AFTER SHEATHING LINER AND FIREPLACE INSTALLATION PREFABRICATEDFIREPLACE TAPE TAPE TAPED ORSEALED JOINTS RIGIDINSULATION SHEATHING LINER TAPEDTO FRAME OPENING BOTH SIDES AND TOP LINER BENT AROUNDCORNER, OR BEAD OFSEALANT OR ADHESIVE FIREPLACE ENCLOSUREINSULATED TO TOP OFSECOND FLOOR CEILINGLINE FIRESTOP BLOCKING SUPPORT BLOCKING FOR THIN PROFILESTRUCTURAL SHEATHING RIGID INSULATION (TAPEDOR SEALED JOINTS) TAPED OR SEALEDJOINTS SEALANTTAPED OR SEALEDJOINTS RIGIDINSULATION SILL GASKET SEALANT OR ADHESIVEAROUND FOUR EDGES WOOD BLOCKING AS DRAFTSTOP PREFABRICATEDFIREPLACE THIN PROFILE STRUCTURAL SHEATHINGAS ENCLOSURE LINER PREFABRICATEDINSULATED CHIMNEY TAPE THIN PROFILE STRUCTURAL SHEATHING SHEET METALFIRESTOP RIGID INSULATION FLUE BLOCKING CEILINGGYPSUM HIGHTEMPERATURESEALANT TWO HALVES OFFIRESTOP NAILED IN PLACE SEALANT APPLIED TO TOPOF FRAME SEALANT APPLIEDTO ALL JOINTS OUTSIDE FRAME CEILINGGYPSUM FLUE SEALANT ORADHESIVE SEALANT ORADHESIVE SOLID BLOCKING ASDRAFTSTOP EXTERIORWALL AIR BARRIER (DRYWALL) DETAIL NOT TO SCALE AIR BARRIER (FRAMING) DETAIL NOT TO SCALE AIR BARRIER (ELECTRICAL PENETRATIONS) DETAIL NOT TO SCALE AIR BARRIER (RIM/BAND JOIST) DETAIL NOT TO SCALE AIR BARRIER (PLUMBING PENETRATIONS) DETAIL NOT TO SCALE AIR BARRIER (UTILITY CHASE) DETAIL NOT TO SCALE AIR BARRIER (SOFFIT) DETAIL NOT TO SCALE AIR BARRIER (TUB ENCLOSURE) DETAIL NOT TO SCALE AIR BARRIER (TUB & FIREPLACE ENCLOSURE) DETAIL NOT TO SCALE AIR BARRIER (FLUE ENCLOSURE) DETAIL NOT TO SCALE TRUSS IDENTIFICATION SIGN DETAIL -THE UTILIZING OF TRUSS TYPE, PRE-ENGINEERED WOOD OR TIMBER CONSTRUCTION FOR THE ERECTION OF ANY NEW RESIDENTIAL STRUCTURE, FOR ANY ADDITION TO AN EXISTING RESIDENTIAL STRUCTURE, OR FOR ANY REHABILITATION OF AN EXISTING RESIDENTIAL STRUCTURE, SHALL, UPON APPLICATION FOR A BUILDING PERMIT WITH THE LOCAL GOVERNMENT HAVING JURISDICTION, INCLUDE ON THE PERMIT APPLICATION THAT TRUSS TYPE, PRE-ENGINEERED WOOD OR TIMBER CONSTRUCTION IS BEING UTILIZED, AND THAT THE PROPERTY OWNER OR THE PROPERTY OWNER'S REPRESENTATIVE SHALL COMPLETE A FORM PRESCRIBED BY THE STATE FIRE PREVENTION AND BUILDING CODE COUNCIL DESIGNATING THE STRUCTURE AS TRUSS TYPE, PRE-ENGINEERED WOOD OR TIMBER CONSTRUCTION AND FILE SUCH FORM WITH THE APPLICATION FOR A BUILDING PERMIT. - AS A CONDITION OF THE FINAL RECEIPT OF A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION, A SIGNOR SYMBOL DESIGNED AND APPROVED BY THE CODE COUNCIL SHALL BE AFFIXED TO ANY ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE STRUCTURE, IF SUCH AN ELECTRIC BOX EXISTS. -THE SIGN OR SYMBOL SHALL CONSIST OF A CIRCLE SIX INCHES IN DIAMETER, WITH A STROKE WIDTH OF 1/2 INCH. THEBACKGROUND OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. -THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING, WEATHER-RESISTANT MATERIAL. - SUBJECT TO THE PROVISIONS OF THE RCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL BE "V" -THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) CONTAINING TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTIONSTRUCTURAL COMPONENTS, AS FOLLOWS: 'F' SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS;'R' SHALL MEAN ROOF FRAMING; AND 'FR' SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. -THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL,OVER THE LOCATION DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL. -THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL AS PER TITLE 19 NYCRR PART 1265. OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 9 12 ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION AIR BARRIER DETAILS NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 PC, EPC Post Caps ABA, ABU Post Bases LUC, HUC Joist Hangers General Notes CCQ, ECCQ Post Caps SUR/SUL 45° Skewed Joist Hangers LS Framing Angles Fasteners H Hurricane Ties BC, BCS Post Caps LSC Stair Stringer Connector AC, LPC, LCE Post Caps LUS Joist Hangers General Notes: 1. Outdoor environments are generally more corrosive to steel. If you choose to use ZMAX ® or HDG finish or stainless steel material on an outdoor project, you should periodically inspect your connectors and fasteners or have a professional inspection performed. Regular maintenance, including water-proofing of the wood used in your outdoor project is also a good practice.2. Coatings Available:2.1. ZMAX: Galvanized (G185) 1.85 oz. of zinc per square foot of surface area. (hot-dip galvanized per ASTM A653 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153).2.2. HDG - Hot Dip Galvanized: Products are hot-dip galvanized after fabrication (14 ga. and thicker). The coating weight increases with material thickness. The minimum specified coating weightis 2.0 oz. per square foot. (per ASTM A123 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153).2.3. SS - Stainless Steel: Connectors are manufactured from Type 316L stainless steel, and provide greater durability against corrosion. Stainless-steel nails are required with stainless-steelproducts, and are available from Simpson Strong-Tie. 3. When using stainless steel connectors, use stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors, use HDG fasteners that meet the specificationsof ASTM A153 or equivalent coating offered on Simpson Strong-Tie fasteners.4. Due to many variables involved with outdoor construction, Simpson Strong-Tie cannot provide estimates on service life of connectors, anchors or fasteners.5. To obtain optimal performance from Simpson Strong-Tie products, the products must be installed properly and used in accordance with the installation instructions and design limits providedby Simpson Strong-Tie. 6. All installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors, anchors, and fasteners shown.7. Simpson Strong-Tie reserves the right to change the specifications, design and models shown without notice or liability for such changes.8. Simpson Strong-Tie does not guarantee the performance or safety of products that are modified, improperly installed or not used in accordance with the design. 9. All references to bolts or machine bolts (MB) are structural quality through bolts (not lag screws or carriage bolts) equal to or better than ASTM A307, grade A. Bolt holes shall be at least aminimum 1/32" and no more than a maximum of 1/16" larger than the bolt diameter per 2005 NDS Section 11.1.2.10. Unless noted otherwise, all references to standard cut washers refer to Type A plain washers (W) conforming to the dimensions shown in ASME B18.22.1 for the appropriate rod sizes.11. Unless stated otherwise, Simpson Strong-Tie cannot and does not make any representation regarding the suitability of use or load-carrying capacities of connectors installed with improperfasteners. 0.162" 0.148" 0.162"0.161" 0.131" 0.131" 0.161" 0.148" 0.131" 0.131" 0.25" 16dCommon 10dCommon SD Screw#10x2½16dx2½ SD Screw#9x2½8dCommon SD Screw#10x1½10dx1½ SD Screw#9x1½8dx1½ SDS Screw¼" x variouslengths 3½ 3 2½ 1½ 0 Fastener Notes: 1. The specified quantity, type and size of fastener must be installed in the correct holes on the connector to achievepublished loads. Incorrect fastener selection or installation can compromise connector performance and could lead to failure.2. Nail diameter assumes no coating. See technical bulletin T-NAILGUIDE for more information. 3. The Simpson Strong-Drive® SD structural-connector screw is the only screw approved for use with our connectors.4. NAIL reference in tables: 16d = 16d common, 10d = 10d common Fastening Identification Round HolesPurpose: to fastena connector.Fill requirements: always fill, unless noted otherwise. Obound HolesPurpose: to makefastening a connectorin a tight locationeasier.Fill requirements:always fill. Hexagonal HolesPurpose: to fasten aconnector to concreteor masonry.Fill requirements:always fill whenfastening a connectorto concrete ormasonry. Triangular HolesPurpose: to increase aconnector's strength orto achieve Maxstrength.Fill requirements:when the designerspecifies Max nailing. Diamond HolesPurpose: to temporarilyfasten a connector tomake installing easier.Fill requirements: none. Speed ProngsUsed to temporarilyposition and secure theconnector for easier andfaster installation. Dome NailingThis feature guidesthe nail into the joistand header at a 45°angle. Double Shear NailingThe nail is installed inthe joist and header,distributing the loadthrough two points oneach joist nail forgreater strength. Pilot HolesTooling holes formanufacturingpurposes. Nofasteners required. LUS Typical LUS28ZInstallation 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·LUS hangers install with double shearnailing. ·For installations into single 2x headers or ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com: ··10dx1½ nails for installations with Nails ··SD #9x1½ for LUS28Z and LUS210Z installations with SD Screws ··SD #10x1½ for LUS26-2Z and LUS210-2Z installations with SD Screws Model No.Dimensions (in.)Fasteners Nails SD Screws W H B Header Joist Header Joist LUS26Z 1 9/16 4 3/4 1 3/4 4-10d 4-10d -- LUS28Z 1 9/16 6 5/8 1 3/4 6-10d 4-10d 6-SD #9x2½ 4-SD #9x2½ LUS210Z 1 9/16 7 13/16 1 3/4 8-10d 4-10d 8-SD #9x2½ 4-SD #9x2½ LUS26-2Z 3 1/8 4 7/8 2 4-16d 4-16d 4-SD #10x2½ 4-SD #10x2½ LUS210-2Z 3 1/8 9 2 8-16d 6-16d 8-SD #10x2½ 6-SD #10x2½ LUC Typical HUC Installation(LUC Similar) Model No.Dimensions (in.)Fasteners Nails SD Screws W H B Header Joist Header Joist LUC26Z 1 9/16 4 3/4 1 3/4 6-10d 4-10dx1½ 6-SD #9x2½ 4-SD #9x1½ LUC210Z 1 9/16 7 3/4 1 3/4 10-10d 6-10dx1½ 10-SD #9x2½ 6-SD #9x1½ HUC26-2Z 3 1/8 5 3/8 2 1/2 12-16d 6-10d -- HUC28-2Z 3 1/8 7 2 1/2 14-16d 6-10d -- HUC210-2Z 3 1/8 8 13/16 2 1/2 18-16d 10-10d -- 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·For HUC installations, models have triangleand round holes. To achieve maximum loads, fill bothround and triangle holes (fastener quantities listed fillboth holes). ·For installations into single 2x headers orledgers, use the specified full length fasteners into thejoist and the following fasteners into the header forreduced loads in accordance with www.strongtie.com: ·10dx1½ nails for installations with Nails ·SD #9x1½ for LUC26Z and LUC210Z installations with SD Screws SUL Skewed Left Hanger (SUR is Skewed Right) Typical SUR Installation Model No.Joist Size Dimensions (in.)Fasteners W H B A1 A2 Header Joist SUR/L26Z 2x6, 8 1 9/16 5 2 1 1/8 1 5/16 6-16d 6-10dx1½ SUR/L210Z 2x10, 12 1 9/16 8 1/8 2 1 1/8 1 5/16 10-16d 10-10dx1½ SUR/L210-2Z (2) 2x10, 12 3 1/8 8 11/16 2 5/8 1 7/16 2 3/8 14-16d 6-16dx2½ 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·The joist may besquare cut or bevel cut. ·These hangers willnormally accommodate a 40° to50° skew. LS Typical LS50ZInstallation LS Top View Model No.L (in)Fasteners LS30Z 3 3/8 6-10d LS50Z 4 7/8 8-10d LS70Z 6 3/8 10-10d 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·Field skewable; bend one time only. ·Joist must be constrainedagainst rotation (for example, with solid blocking) when using a single LS perconnection. ABU44Z Typical ABA Installation(ABU Similar) ModelNo.PostSize Dimensions (in.)AnchorDia. Post Fasteners W L H HB Nails SD Screws Machine Bolts Qty.Dia. ABA44Z 4x4 3 9/16 3 1/8 3 1/16 - 1/2 6-10d 6-SD #9x1½- - ABU44Z 4x4 3 9/16 3 5 1/2 1 3/4 5/8 12-16d 12-SD #10x1½2 1/2 ABA46Z 4x6 3 9/16 5 3/16 3 1/8 - 5/8 8-16d 8-SD #10x1½- - ABU46Z 4x6 3 9/16 5 7 2 5/8 5/8 12-16d - 2 1/2 ABA66Z 6x6 5 1/2 5 1/4 3 1/8 - 5/8 8-16d 8-SD #10x1½- - ABU66Z 6x6 5 1/2 5 6 1/16 1 3/4 5/8 12-16d - 2 1/2 ABU88Z 8x8 7 1/2 7 7 - 2 - 5/8 18-16d - - - 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·ABA, ABU - for pre-pour installedanchors. For Simpson Strong-Tie epoxy ormechanical anchors, select and install in accordance with www.strongtie.com. ·Products require washers between the nut and the base. Washers aresupplied with the ABU but not the ABA,which requires a standard cut washer. Typical BCS Installation(BC Similar) BCS(BC Similar) Model No. Dimensions (in.)Fasteners W1 W2 L1 L2 H1 H2 Nails SD Screws BeamFlange PostFlange Beam Flange Post Flange BC4Z 3 9/16 3 9/16 2 7/8 2 7/8 3 3 6-16d 6-16d 6-SD #10x1½ 6-SD #10x1½ BC6Z 5 1/2 5 1/2 4 3/8 4 3/8 3 3/8 3 3/8 12-16d 12-16d -- BCS2-2/4Z 3 1/8 3 9/16 2 7/8 2 7/8 2 15/16 2 15/16 8-10d 6-10d 8-SD #9x2½ 6-SD #9x2½ BCS2-3/6Z 4 5/8 5 9/16 4 3/8 2 7/8 3 5/16 2 15/16 12-16d 6-16d -- 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·BCS: Install domenails on beam; drive nails atan angle through the beam into the post below. ·BC: Do not install bolts into pilot holes. Typical LCE4Z InstallationLPCZAC Model No. Dimensions (in.)Fasteners W L Nails SD Screws Beam Post Beam Post AC4Z 3 9/16 6 1/2 14-16d 14-16d 14-SD #10x1½ 14-SD #10x1½ AC6Z 5 1/2 8 1/2 14-16d 14-16d 14-SD #10x1½ 14-SD #10x1½ LPC4Z 3 9/16 3 1/2 8-10d 8-10d 8-SD #9x1½ 8-SD #9x1½ LPC6Z 5 9/16 5 1/2 8-10d 8-10d -- LCE4Z -5 3/8 14-16d 10-16d 14-SD #10x1½ 10-SD #10x1½ 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·Install in pairs. ·For LCE4Zinstallations on mitered cornerconditions, refer towww.strongtie.com for moreinformation. Installation: ·For endcondition, specifyEPC ·Use allspecified fasteners. ·Do not install bolts into pilot holes. CCQ ECCQ Typical CCQInstallation Model No.BeamWidth Dimensions (in.)No. of SDS ¼"x2½" ScrewsW1 W2 L1 HCCQ ECCQ Beam Post CCQ3-6HDG 3 1/8 3 1/4 5 1/2 11 8 1/2 7 16 14 CCQ44HDG 4x 3 5/8 3 5/8 11 8 1/2 7 16 14 CCQ46HDG 4x 3 5/8 5 1/2 11 8 1/2 7 16 14 CCQ48HDG 4x 3 5/8 7 1/2 11 8 1/2 7 16 14 CCQ66HDG 6x 5 1/2 5 1/2 11 8 1/2 7 16 14 CCQ68HDG 6x 5 1/2 7 1/2 11 8 1/2 7 16 14 1. indicates connector is available in stainless steel. Replace HDG in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·For end conditions, specifyECCQ ·Install Simpson Strong-Tie SDS 14" x 212" screws, which areprovided with the column cap, with a 38" hex head driver. SDS screws install best with a low speed 12" drill. ·Beam depth must be a minimum 7". ModelNo. Fasteners Nails SD Screws To Joist To Beam To Joist To Beam H1Z 6-8dx1½ 4-8dx1½6-SD #9x1½ 4-SD #9x1½ H2.5Z 5-8dx1½ 5-8dx1½5-SD #9x1½ 5-SD #9x1½ H8Z 5-10dx1½ 5-10dx1½5-SD #9x1½ 5-SD #9x1½ 1. indicates connector is available in stainless steel. Replace Z in model numberwith SS when ordering.2. Refer to current Wood Construction Connectors catalog for additional information. Installation: ·Use all specified fasteners. ModelNo. Fasteners Nails SD Screws Rim Joist StringerWide Face StringerNarrow Face Rim Joist StringerWide Face StringerNarrow Face LSCZ 8-10dx1½ 8-10dx1½ 1-10dx1½8-SD #9x1½ 8-SD #9x1½ 1-SD #9x1½ Installation: ·Before fastening, position the stair stringer with the LSCZ on the carrying member to verify where thebend should be located. ·Tabs on the LSCZ must be positioned to the inside of the stairs. ·The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole. ·A minimum distance of 34" measured from the lowest rim-joist fastener to the edge of rim joist is required. 1. Indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. Stainless steel models must be fastened with nails.2. Refer to current Wood Construction Connectors catalog for additional information. PCZ Typical EPCZ End PostCap Installation ModelNo.4 W (in.)Fasteners2,3 Post SizeBeam Post PC4Z 3 9/16 (10) 10d (8) 10d (2) 2x41 4x4 4x6 4x8 X 5 1/2 (10) 10d (8) 10d 4x6 6x6 6x8 PC8Z 7 1/2 (10) 10d (8) 10d 4x8 6x8 8x8 1. Post and beam may consist of multiple members provided they areconnected independently of the post cap fasteners. 2. 10d x 212" (0.148" dia. x 212" long) nails may be used with no loadreduction for uplift and 0.85 of the table loads for lateral. 3. Strong-Drive® SD9 x 112" Connector screws may be substituted fortable fasteners with no load reduction.4. Models available for rough size lumber, specify RZ suffix. Ex.PC4RZ. ABA44Z H BW 1" for 2x's 1116" for3x's and 4x's H BW A A H WB L Adjustablefrom 0o to 135o Bend one time only. Shippedat 45o WasherRequired-Not Supplied H LW W1 W2 L 3" 212" W 112" 212" 214" L W 114" ® fl Pilot holes formanufacturingpurposes (Do notinstall bolts) (typ.) 7" 158" 258" w w Typical H1Z andH2.5Z Installation H1Z H2.5Z H1Z H2.5Z H8Z LSCZ LSCZ TypicalInstallation LSCZDeck Framing Stair Stringer DTT1Z Deck Tension Tie Installation: ·Use all specified fasteners. ·Strong-Drive SD Connector screws install with a 14"hex head driver (Model DBHEX) ·Strong-Drive SDWH Timber-Hex HDG screws install with a 38" hex head driver (Model DB6H1.75) 1. A 3/8” HDG round washer is required when using a lagscrew.2. Refer to current Wood Construction Connectors catalog,and T-DECKLATLOAD for additional information. ModelNo.CL Anchor Dia.Fasteners DTT1Z 34"38" or SDWH 6-SD#9x112" 6-SD#9x112" screws (shown) or 8-10dx112"nails DTT1Z 3" min. threadpenetration 38" HDG lag screw withHDG washer or SDWHTimber-Hex HDG screw(shown) into top plate,studs, or header Typical DTT1Z Deck-to-HouseLateral Load Connection TRUSS JOIST HANGER CHART 0.22" Strong-Drive SDWEWP-PLY Screw xvarious lengths TO BE USED TO JOIN LVL MEMBERS3 ½” (2-ply LVL) choose SDW22338-R505 ½” (3-ply LVL) choose SDW22500-R507” (4-ply LVL) choose SDW22634-R50 OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 10 12 ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION METAL CONNECTOR DETAILS NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 Protect untreated woodfrom direct contact with concrete End of joistsat centerlineof support Face mounthanger Top mounthanger FASTENING of FLOOR PANELS Recommended nailing is 12" on-center in field and 6" on-center along panel edge.Fastening requirements on engineered drawings supersede recommendations listed above. iLevel recommends using a non-polyurethane subfloor adhesive on all contact pointsbetween panels and floor framing. Nailing rows must be offset at least 12" and staggered. (1) One row of fasteners permitted (two at abutting panel edges) for diaphragms. Stagger nails when using 4" on-center spacing and maintain 38" joist and panel edge distance. For other applications, multiple rows of fasteners are permitted if the rows are offset at least 12" and staggered. 4" 4" 110, 210,and 230 FILLER and BACKER BLOCK SIZES (1) If necessary, increase filler and backer block height for face mount hangers and maintain 18" gap at top of joist; see detail W. Filler andbacker block lengths should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks). 2x106'-0"long Verify column capacityand beam bearinglength. See current iLevel® literature. 110TJI® Joists CantileverFiller(Detail E4) Filler Block (1) (Detail H2) Backer Block (1) (Detail F1or H2) 2x64'-0"long 58" or 34" Depth 2x6 2x8 912" or 1178"14" 16d (0.162"x 312") 10d (0.148"x 3"), 12d (0.148"x 314") 8d (0.131" x 212") 6" Nail Size L5 L1 BEARING ATCOLUMN Column Plumbing drop 210 230 or 360 560 1178" Two2x6 2x6 2x6 + 12"sheathing4'-0" long 912" or 1178" 2x6 + 12"sheathing 2x6 + 38"sheathing4'-0" long 2x10 + 38"sheathing6'-0" long 34" or 78" 2x8 + 38"sheathing2x6 + 38"sheathing 912" or 1178" 14" or16" 2x10 + 12"sheathing6'-0" long 1" Net 2x8 + 12"sheathing 14" or16" 2x12 + 12"sheathing Not applicable 18" or20" 2x122x8 18" or20" Two2x12 Not applicable Two2x8 14" or16" When joists are doubled at non-load bearing parallel partitions, space joists apart the widthof the wall for plumbing or HVAC. Additional joist at plumbing drop (see detail). See current iLevel® literature for framing connectors 112"TimberStrand® LSLor wideriLevel® 118" Rim Board 6" 6" 16" 4" 3" 6" TJI®(1) 6"(2) 114"TimberStrand® LSL 4" 4"4" Parallam®PSLMicrollam®LVL 4"4" L2 P1 BEAM ON COLUMN CAP L3 Subfloor adhesive will improve floorperformance, but may not be required. Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2).Packing out the web of a TJI® joist (with webstiffeners) is not a substitute for squash blocksor blocking panels. Shifted joist Additionaljoist INSTALLATION TIPS L4 ELEVATED COLUMN BASE Protect untreatedwood from direct contact withconcrete P2 COLUMN BASE P3 L4 A2 Optional non-shrinkgrout L5 P TJI® rim joist DO NOT bevel cutjoistbeyond inside face of wall. BEAM and COLUMN DETAILS 8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long. Do not cut flanges. BEARING AT WALL Top mounthanger H1 Face mount hanger E1 E1W Web stiffeners required bothsides at E1W Backer block: Install tight to top mount (tight tobottom flange with facemount hangers). Attachwith ten 10d (0.128" x 3")nails, clinched when possible. BEARING FOR DOOROR WINDOW HEADER Strap per code if top plateis not continuous overheader H2 BEAM TO BEAM CONNECTION Backer blockboth sides of webwith single TJI® joist Filler block: Attach with ten 10d (0.128" x3") nails, clinched. Use ten 16d (0.135" x312") nails from each side with 312" TJI® joist flange widths. Use fifteen nails withTJI® joist depths greater than 16". Web stiffeners required if sides ofhanger do not laterally support atleast 38" of TJI® joist top flange BEARING ATCONCRETE WALL H3 Flush bearing plate required.Maximum 14" overhangpermitted at beam. 2'-0" maximu m Not for use with 312" TJI® joist flange widthsE4 Attach reinforcement tojoist web with 3 rows 10d(0.148" x 3") nails at 6" on-center, clinched. Use 2rows with 912" and 1178"TJI® joists. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges. 6'-0" length of TJI® joistreinforcement and filler block. Use 4'-0" lengthwith 912" and 1178" TJI® joists. H2 Bearing plate to beflush with inside faceof wall or beam See ALLOWABLE HOLES Use B1 or B2 at intermediate bearingswith load bearing orshear wall from above H1 H3 B4 B3 B2 E2 A1 B1 CS Exterior DeckAttachmentLA Structuralsheathing DO NOT use sawnlumber for rimboard or blocking,as it may shrinkafter installation.Use onlyengineered lumber. Braced end wall - see note 3 underWARNING Rim board joint between joists H1 L3 A3 L1 DO NOT overhang seat cutson beams beyond the insideface of support member. 312" wide TJI® floor joist Top View 312" wide TJI® rim joist Drive nails at an angle to minimizesplitting of plate One 10d (0.128" x 3") nail each side of member at bearing, 112"minimum from end See framing plan (if applicable)or iLevel® Framer's Pocket Guide for minimum end andintermediate bearing lengths. TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing at end support; 312" minimumat intermediate support TJI® Joist to Bearing Plate 114" TimberStrand®LSL or iLevel® 118" rim board or134" wide TJI® rim joist:One 10d (0.128" x 3") nailinto each flange 2 116" - 2 516" wide TJI® rimjoist: One 16d (0.135" x312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end. 312" wide TJI® rimjoist: Toe nail with10d (0.128" x 3")nails, one each sideof TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist(Load bearing wall above) One 10d (0.128" x 3")nail into each flange Nail through 2x_cantilever, wood backer and TJI® joist web with 2 rows 10d(0.148" x 3") nails at 6"on-center, clinched. Use 16d (0.135" x 312") nails with 312" TJI® joist flange widths. Silent Floor® joist framing does not require bridging or mid-span blocking Safety bracing (1x4minimum) at 8' on-center (6' on-center for TJI®110 Joists) andextended to a braced end wall.Fasten at each joist withtwo 8d (0.113" x 212") nails minimum(see WARNING). Joists must be laterally supported atcantilever and end bearings by blockingpanels, hangers, or direct attachment toa rim board or rim joist. E1 Wood backer F1 4'-0" maxim u m cantile v e r (unifo r m l o a d s o n l y ) 1 1 2 times cantile v e r length INTERMEDIATE BEARINGNO LOAD BEARING WALL ABOVE Web stiffeners required each side at B3W B3WB3 Use 2x4 minimum squash blocks totransfer load around TJI® joist Blockingpanel CS Load from above 2x4 minimumsquash blocks 116" 10'-0" 11'-6"3'-0"1'-0"1'-0" 1'-6"9'-0"9'-0"6'-6"4'-6"1'-0" 1'-0"1'-0"360 1'-0" 12'-0" 13" SQUARE OR RECTANGULAR HOLE SIZE Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 16'-6" 16'-0" 18'-0" 17'-0" DO NOT cut, notch or drillholes in headers or beams except as indicated inillustrations and tables. For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. Distances are based on the maximum uniform loads from current iLevel specifier's guides. For other load conditions or holeconfigurations use iLevel® TJ-Beam® software or contact your iLevel representative. Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole. Knockouts are located in web at approximately 12" on-center; they do not affect hole placement. Rectangular holes based on measurement of longest side. 10'-0" 13" ROUND HOLE SIZE Table B - Intermediate or Cantilever Support 11'-0" 10'-0" 15'-0" 13'-6" 4'-0" 8'-62'-6"230 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16" 14" 230 560 360 1'-0" 1'-0" 1'-0" 230 560 210 360 1'-0" 1'-0" 1'-0" 1'-0" 1178"1'-0"230 360 110 210 560 2'-0" 1'-0" 1'-6" 210 110 1'-0" 1'-0" 9'-6"5'-6"1'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 1'-0" 1'-0" 1'-6" 2'-0" 1'-0" 5'-6" 5'-6" 3'-6" 11'-0" 10'-0" 4'-0" 7'-0" 6'-6" 6'-6" 10'-6" 13'-6" 12'-6" 6'-0" 9'-6" 3'-6" 8'-6" 6'-0" 2'-6" 5'-0" 4'-0" 1'-0" 4'-6" 7'-0" 2'-0" 8'-0" 2'-0" 1'-6" 4'-6" 4'-0" 10'-0" 11'-0" 4'-6" 12'-0" 8'-6" 9'-0" 8'-6" 3" 1'-0" 2'-6" 2'-6" 912" TJI® 210 110 2" 2'-0" 2'-0" 560 1'-0" 4" 3'-6" 3'-6" 612" 8'-0" 7'-6" 878"11" 1'-0" 1'-0"5'-0" 7'-6" 7'-6"3'-6"2'-0" 4'-6" 2'-0" 1'-6" 3'-6" 2'-6" 1'-0" 1'-0" 1'-0" 3'-0" 1'-0" 1'-0" 2'-0" 4'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 3'-0" 1'-0" 1'-0" 13'-0"6'-0"2'-0"10'-0" 10'-6" 13'-6" 12'-0" 11'-0" 14'-6" 13'-0" 1'-0" 3'-6" 2'-0" 5'-0" 9'-0" 7'-6" 1'-0" 5'-0" 4'-0" 2'-6" 6'-6" 4'-6" 10'-0" 9'-0" 13'-6" 16'-0" 14'-6" 13'-6" 12'-6" 15'-0" 14'-0" 10'-0" 12'-0" 11'-0" 10'-6" 10'-0" 8'-6"3'-6" 5'-0" 1'-0" 6'-0" 9'-6" 5'-0" 10'-6" 3'-0" 2'-6" 8'-0" 7'-0" 12'-0"9'-0" 9'-6" 2'-0" 3" 3'-0" 2'-6" 2'-0" 1'-6" 2" 1'-0" 4'-0" 3'-6" 4"612" 7'-6" 6'-6" 11"878" 10'-0"3'-0" 4'-6"11'-0" DO NOTcut or notch flange. DO NOTcut holes in cantileverreinforcement. 13" 11'-0" 11'-0" SQUARE OR RECTANGULAR HOLE SIZE 112" hole may be cutanywhere in web out-side of hatched zone Min. distance from Table ANo field cutholes inhatchedzones 13" 6'-0" 7'-0" ROUND HOLE SIZE Minimum distance from edge of hole to inside face of nearest end support 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 1'-6" 1'-0" 1'-6" 1'-0" 2'-0" 2'-6"560 16" 14" 1'-0"360 210 230 560 1'-0" 1'-0" 1'-0" 210 230 110 1'-0" 1'-0" 1'-0" 1178" 912" 110 230 360 210 110 230 210 1'-6" 8'-0"3'-0" 4'-0" 1'-6" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 8'-0"5'-6" 2'-6" 3'-0" 6'-6" 3'-6" 4'-0" 9'-0" 3'-6" 4'-0" 3'-0" 6'-0" 7'-0" 5'-6" 1'-6" 2'-0" 3'-0" 2'-0" 2'-0" 3'-6" 2'-6" 2'-0" 2'-0" 2'-6" 2'-6" 3'-6" 3'-0" 5'-6" 6'-6" 7'-0" 6'-0" minimum(applies to all holesexcept knockouts) Table A - End Support 3" JOISTDEPTH TJI® 2" 6" 6"1L 4"878"11" 12 x D 1D 1'-6" 2'-0" 1'-6" 2'-0" 2'-0" 3'-6" 2'-6" 1'-0" 1'-6" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 3'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-6" 1'-6" 5'-6"4'-6"8'-0" 4'-0"2'-6" 1'-0" 1'-0" 4'-0" 2'-0" 2'-0" 5'-0" 2'-0" 1'-6" 2'-0" 3'-0" 2'-6" 2'-0" 9'-6"8'-0" 9'-0" 8'-0" 10'-0" 7'-0" 6'-6" 9'-0" 9'-0" 8'-6" 8'-0" 7'-0" 6'-0" 6'-6" 2'-0" 3'-6" 2'-6" 2'-6" 2'-6" 4'-6" 3'-6" 3'-0" 3'-0" 2'-6" 2'-6" 3'-6" 4'-6" 4'-0" 7'-6" 7'-0" 6'-6" 6'-0" D 3"2" L 2 x L minimum 2 2 4"11"878" 6" 6" 2 ALLOWABLE HOLES - TJI® Joists 114" TimberStrand®LSL or iLevel® 118" rim board. Nail with 10d (0.131" x 3") nails, oneeach at top and bottom flange. 114" TimberStrand®LSL oriLevel® 118" rim board. Nail with 10d (0.131" x 3") nails, one eachat top and bottom flange. 114" TimberStrand®LSL or iLevel® 118"rim board or blocking for lateralsupport 114" TimberStrand®LSLor iLevel® 118" rim board. 114" TimberStrand®LSL oriLevel® 118" rim board. Also see detail B2 612" 5'-6" 5'-0" 5'-6" 3'-0" 3'-0" 4'-6" 2'-6" 2'-0" 2'-6" 1'-6" 4'-6" 1'-0" 1'-6" 3'-6" 5'-6" 2'-6" 2'-6" 612" 4'-6" 5'-0" 5'-0" 5'-0" 5'-6" 6'-6" 4'-6" 3'-6" 4'-0" 4'-0" 7'-0" 3'-6" 3'-0" 6'-0" 7'-0" 6'-6" 5'-0" 3'-6" 3'-6" 5'-0" 3'-0" 2'-6" 2'-6" 2'-0" 5'-0" 1'-6" 1'-6" 4'-0" 6'-0" 3'-0" 2'-6" 5'-6" 5'-6" 6'-6" 5'-0" 4'-0" 4'-6" 5'-0" 7'-6" 4'-0" 3'-6" 6'-6" 7'-6" 7'-0" 5'-6" 5"5"7"7" 1'-6" 2'-6" 3'-0" 5" 4'-6" 5'-0" 2'-6" 3'-0" 5'-6" 1'-0" 5'-6" 3'-6" 3'-6" 3'-6" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-6" 7" 4'-6" 3'-0" 2'-0" 3'-6" 4'-0" 4'-0" 1'-0" 6'-6" 6'-0" 5'-6" 7'-6" 2'-6" 8'-6" 5'-0" 7"5" 5'-6" 6'-6" 3'-6" 2'-6" 5'-6" 4'-0" 4'-0" 1'-6" 7'-0" 5'-6" 5'-0" 7'-0" 2'-6" 8'-0" 4'-6" 4'-0" 6'-6" 8'-0" 11'-0" 6'-0" 9'-6" 9'-0" 10'-0" 11'-0" 5'-6" 7'-6" 8'-6" 10'-0" 6'-0" 7'-0" 7'-0" 114" TimberStrand®LSLor iLevel® 118" rim board. Blocking panels may be requiredwith shear walls above or below(See detail B1) 1.3E TimberStrand®LSL allowed hole zone dd Microllam®LVL andParallam® PSLallowed hole zone middle 13 span 1.3E TimberStrand®LSL hole zone Microllam®LVLand Parallam® PSLhole zone 2 x diameter of thelargest hole (minimum) d 13 depth 1" 2" 134" Maximum RoundHole SizeHeader or Beam Depth 438" 714"- 20" 512" See illustration for Allowed Hole Zone Other iLevel® Trus Joist® Headers and Beams 1.55E TimberStrand®LSL Headers and Beams ALLOWABLE HOLES - Headers and Beams 13 depth 2 x diameter of thelargest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" No holes in headers or beams in plank orientation. Round holes only General Notes General Notes No holes in headers or beams in plank orientation. Allowed hole zone suitable for headers and beams with uniform loads only. Round holes only No holes in cantilevers. BEAM ATTACHMENT at BEARING F1 applies touniformlyloaded joistsonly. With top mount hangers, backer block requiredonly for downward loads exceeding 250 lbs or foruplift conditions. Locate rim board joint between joists. 112" knockoutsat approximately12" on-center 134" minimum bearing Hanger height mustbe a minimum of 60%of joist depth Allowed hole zone suitable for headers and beams withuniform and/or concentrated loads. Maximum RoundHole SizeHeader or Beam Depth JOISTDEPTH Guidelines for Closest On-Center Spacing per Row 360 and 560 3"3"3" 8"6"6"(2) (2) Can be reduced to 4" on-center if nail penetration into the narrow edge is no more than 138" (to avoid splitting). 14 ga. staples may be substituted for 8d (0.113" x212") nails if minimum penetration of 1" into theTJI® joist or rim board is achieved. Maximum spacing of nails is 18" on-center forTJI® joists. 8" Allowed hole zone Min. distance from Table BDo not cut holes larger than 112" in cantilever 6"Closely grouped roundholes are permitted ifthe group perimeter meets requirements forround or square holes. L6 Additional nailing or bolting may berequired with side-loaded multiple-memberbeams. Refer to current product literature. MULTIPLE MEMBER CONNECTIONSFOR TOP-LOADED BEAMS (1) Minimum of 3 rows 10d (0.128" x 3") nails at 12" o.c. Minimum of 4 rows 10d (0.128" x 3") nails at 12" o.c. for 14" and deeper beams If using 12d-16d (0.148"-0.162" diameter)nails, the number of nailing rows may bereduced by one. (1) Load must be applied evenly across entirebeam width. Otherwise, use connections forside-loaded beams. 312"- Wide Pieces: Minimum of 2 rows 12" bolts at 24" o.c. staggered 134"- Wide Pieces: Load bearing or shear wall above (must stack over wall below) Blocking panel Web stiffenersrequired each side atB1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Blocking panels may be required with shear wallsabove or below - see detail B1 IRC 502-7 requires lateralrestraint (blocking) at all intermediate supports inSeismic Design CategoriesD0, D1, and D2 tostrengthen the floor diaphragm. 8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912" deep or shorter than 12" long.Do not cut flanges. Attach reinforcementto joist flange with 8d (0.131"x 212") nails at 6" on-center. When reinforcing both sides,stagger nails. E3E2 2'-0" maximu mFace grainhorizontal 4'-0" length of34" reinforcement on one side at E2, both sides at E3 114" TimberStrand®LSL oriLevel® 118" rim board. Nail with10d (0.131" x 3") nails, oneeach at top and bottom flange. E6 Attach reinforcement to joistwith one 8d (0.131" x 212")nail at each corner Less than 5" E5 12" length of 3 4"reinforcement on one side at E5, both sides at E6 114" TimberStrand®LSL or iLevel® 118" rim board. Nail with 10d (0.131" x 3") nails,one each at top and bottom flange. Full depth verticalblocking betweeneach joist Horizontal blocking panels between each joist. Nail to top plate with connections equivalentto floor panel schedule. Less than 5" 12" length of 34"reinforcement onone side at E7,both sides at E8 E8 E7 Attach reinforcement to joist with one 8d (0.131" x 212")nail at each corner 114" TimberStrand®LSL or iLevel® 118" rim board. Nail with 10d (0.131" x 3") nails, one each at topand bottom flange. Nail to blocking panel withconnections equivalent to floor panel schedule. Allowable Load / Factored Resistance (lbs) 400 / 630 475 / 750 Allowable load determined in accordance with AC 124.Corrosion-resistant fasteners required for wet-service applications. 114" TimberStrand®LSL rim board EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain2" distance (minimum) fromedge of ledger to fastener. 12" lag bolt LA 38" lag bolt Fastener Flashing Treated 2x_ledger iLevel® 118" rim board 114" TimberStrand®LSLor iLevel® 118" rim board. (1) This factored resistance is with a 38" gap between the rim board and deck ledger 400 / 575 (1) N.A. / N.A. Option #2:2x_ strapping installed at 13joist-span locations using two212" screws per joist, typical Option #1:TJI® Joist blocking with endblocks installed at 13 joist-span locations usingtwo 8d (0.113" x 212")nails or212" screws,typical PB1 Option #3:Directly applied ceiling When specified on the layout, one of the above bracing options is required Apply subfloor adhesive to all contact surfaces 8' max .1 3 joist s p a n Web stiffener each side.See sizes below. 2x4 Minimum WebStiffener Size 58" x 2516" 34" x 2516"78" x 2516" 1" x 2516" Tight fit* 560 & s47 W 110 210 230 & 360 s31 & s33 End 3 WEB STIFFENER ATTACHMENTGap*:18" minimum234" maximum TJI Joist Series Type 8d (0.113" x 212") 1"(112" for TJI® 560, 560D,s47 joist)* With point load from above, install webstiffener tight to top flange (gap at bottomflange) when there is no support below. All Depth (in.) 560D All AllAllAll 18"20"22"24" 2x4 Nailing Requirements 16d (0.135" x 312") 16d (0.135" x 312") 3 Number NailsIntermediate 45 66 45 1113 Blockingpanel A1 Plate nail Toe nail A1W Web Stiffeners required each side at A1W Must have 134" minimumjoist bearing at ends. Attachrim joist per A3 detail.A2 Plate nail Toe nail TJI® rim joist Rim-to-joist nail Web Stiffenersrequired each sideat A2W A2W *Conventional construction code minimum for use with A3 only. See the iLevel TJI® Specifier's Guide, #TJ-4000, and the iLevel® Rim Board Specifier's Guide, #TJ-8000, for A3.1-A3.3 installation specifications and applications. Plate nail - 16d (0.135" x 312")at 16" on-center* Floor panel nail - 8d (0.131" x 212")at 6" on-center* A3W W Toe nail - 10d (0.131" x 3")at 6" on-center* 114" TimberStrand®LSL oriLevel® 118" rim board.* When sheathing thickness exceeds 78", trim sheathing tongue at rim board For rim board thicker than 1 34" - Attach TJI® Joist to rim board with one 10d (0.128"x3")nail. Top nail from TJI® joist into rim board.- Connect corner with four 10d (0.128"x3") nails. Toe nailfrom side of parallel closure into rim board Web Stiffeners required each side at A3._W A3 A3.2A3.1 A3.3 A3.1 WA3.2 WA3.3 Floor panel nail - 8d (0.131" x 212") at 6"on-center Toe nail - 10d (0.131" x 3") at 6" on-center Install proper blocking tosupport all panel edges Attach panelper code orspecification *See iLevel TJI® Joist Specifier's Guide, #TJ-4000, and iLevel® Rim Board Specifier's Guide, #TJ-8000, for additional installation specifications and applications.A3.4 12" min. 2x_ stud wall at16" on-center Plate nail - 16d(0.135" x 312") at 12" on-center 114" TimberStrand®LSLrim board.* When sheathing thicknessexceeds 78", trim sheathingtongue at rim board For rim board thicker than 1 34"- Attach TJI® Joist to rim board with one 10d (0.128"x3") nail. Top nail from TJI® joist into rim board.- Connect corner with four 10d (0.128"x3") nails. Toe nailfrom side of parallel closure into rim board A3.4W Web Stiffeners requiredeach side at A3.4W Blocking panel End of joists at centerlineof supportB4 Load bearing or shear wallabove (must stack over wallbelow when present) B4W Web stiffenersrequired on eachside of both joistends at B4W 2'-0"1'-6" 1'-6" 3'-0" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" 21'-0" 20'-6" 17"15"8"10"6"4"12"17"15"12"10"8"6"4" 16'-0" 15'-6"1'-0" 1'-0" 1'-0" 1'-0"18" 20"1'-0"560 560 360 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 2'-0" 3'-0" 3'-0" 6'-0" 6'-0" 12'-0"5'-6" 16'-6" 11'-0" 15'-0" 10'-0" 6'-0" 9'-0" 6'-0" 3'-0" 1'-6" 4'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16'-6" 18'-0" 16'-6" 14'-0"8'-6" 7'-0" 9'-0" 11'-6" 16'-6" 12'-6" 14'-6" 19'-6"17'-6' 19'-0" 20'-0" 19'-6" 5" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 7"5" 1'-0" 1'-0" 3'-6" 1'-6" 6'-6" 4'-0" 6'-0" 8'-6" 7" 17" 15'-6" 15'-6" 17" 11'-0" 10'-6" 6" 1'-0" 1'-0" 1'-0" 1'-0"18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 4" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 8" 10" 10'-0"5'-0" 11'-0"5'-0" 1'-0" 2'-0" 7'-0" 7'-0" 12" 15"6" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4" 12'-0" 11'-6" 11'-0"10'-0"5'-0" 6'-6" 4'-0" 2'-6" 11'-0" 9'-6" 8'-0" 8" 10" 13'-6" 14'-6" 14'-6" 14'-0" 12'-6' 15"12"5" 1'-0" 1'-0" 1'-0" 1'-0" 7" 1'-0" 1'-0" 1'-0" 1'-0" 5"7" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" OWNER: PROJECT: SHEET TITLE: OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: 11 12 ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION TJI FRAMING DETAILS NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 GENERAL NOTES 1- THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ALL WORK , ETC., AS SHOWN ON THE DRAWINGSNECESSARY FOR A COMPLETE JOB, UNLESS OTHERWISE SPECIFIED. ALLMATERIAL AND WORKMANSHIP SHALL BE OF BEST QUALITY. 2- ALL WRITTEN FIGURES (NOTES AND DIMENSIONS) ON THE FLOOR PLANS ORSPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DRAWN FIGURES(ELEVATIONS). DO NOT SCALE PRINTS. ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. ANY DISCREPANCIES ONTHE PLANS OR SPECIFICATIONS MUST BE REPORTED TO THE OWNER OR THEDESIGNER PRIOR TO THE START OF CONSTRUCTION. ALL WORK AND MATERIALSMUST CONFORM TO ALL LOCAL AND THE INTERNATIONAL RESIDENTIAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, ENERGY CONSERVATION CODE, ANDREQUIREMENTS OF THE BOARD OF HEALTH.3- SITE CONDITIONS: THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONSBEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE FOR EXTRA CHARGES WILL BE PERMITTED BECAUSE OF LACK ON KNOWLEDGE OF THE CONDITIONSPECULIAR THERETO EXCEPT AS OTHERWISE SPECIFIED ELSEWHERE IN THECONTRACT DOCUMENTS. THE CONTRACTOR SHALL VERIFY ALL LINES, LEVELSAND DIMENSIONS SHOWN ON THE DRAWINGS AND WILL BE HELD RESPONSIBLE FOR THE CORRECTNESS AND SETTING OUT OF HIS WORK.4- SUBCONTRACTORS: THESE CONDITIONS ARE BINDING ON THE GENERALCONTRACTOR AND EACH SUBCONTRACTOR INSOFAR AS THEY APPLY TO THE WORK OF EITHER.5- INSURANCE: THE GENERAL CONTRACTOR SHALL PROTECT THE JOB FROMCLAIMS UNDER WORKMAN'S COMPENSATION AND PUBLIC LIABILITY ACTS ANDFROM ANY CLAIMS FOR PERSONAL INJURY, INCLUDING DEATH, WHICH MAY ARISE UNDER THIS CONTRACT, WHETHER BY HIMSELF BY ANYSUB-CONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY HIM.CERTIFICATES OF INSURANCE SHALL BE FILED WITH THE OWNER BEFORESTARTING JOB AND SHALL BE SUBJECT TO OWNER'S APPROVAL. 6- CONTRACTOR AND/OR ANY SUB-CONTRACTOR ARE TO PERFORM ALL WORKS ASSHOWN, IMPLIED OR THAT IS REQUIRED TO PROVIDE A COMPLETE AND FINISHEDKEY-IN LOCK JOB EVEN IF EACH AND EVERY SPECIFIC TIME IS NOT SPECIFICALLY CALLED FOR.7- WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THESE PLANS TOAVOID MISTAKES, THE PREPARER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK AND CONFIRM ALL DETENTIONS AND DETAILS AND BE RESPONSIBLE FOR SAME. EXCAVATION1- EXCAVATE AS REQUIRED TO ALLOW FOR THE CONSTRUCTION OF THE BUILDINGSHOW ON PLANS.2- FINISH GRADING SHALL BE ESTABLISHED TO PROVIDE SURFACE DRAINAGE IN ALL DIRECTIONS AWAY FROM THE HOUSE AND EXCAVATED AREAS.3- WHEN BACKFILLING AGAINST BASEMENT FOUNDATION WALLS, NO HEAVYMACHINERY TO COME WITHIN 8' OF FOUNDATION. TERMITE PROTECTION 1- WHERE REQUIRED UTILIZE CONTINUOUS METAL SHIELD AND PRESSURETREATED SILL PLATES.2- OPTIONAL SOIL POISONING WITH APPROVED CHEMICALS TO BE ADDED DURING BACKFILLING.LUMBER AND FRAMING1- ALL FRAMING TO BE IN ACCORDANCE WITH THE BUILDING CODE.2- ALL FRAMING LUMBER TO BE CONSTRUCTION GRADE DOUGLAS FIR. ALL PRESSURE TREATED LUMBER TO BE SOUTHERN YELLOW PINE WHICH TO BEUSED FOR SILL PLATES AND DECK STRUCTURE. ANCHOR ALL SILL PLATES WITH 12"X16" STEEL ANCHOR BOLTS AT 6' O.C. USING MINIMUM 2 BOLTS PER PLATE.4- DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS INCLUDING EXTERIORWALLS. 16- WHERE STEEL BEAMS ARE USED, STEEL MUST BE A-36, AND BEAMS TO BEAR ON STEELCOLUMN, OTHER STEEL OR CONCRETE FOUNDATION.WINDOWS AND TRIM 1- EXTERIOR DOORS: SHALL BE PRE-HUNG INSULATED 134" ENTRY DOOR SYSTEMCOMPLETE WITH WEATHER STRIPPING AND HARDWARE. 2- TRIM: SHALL BE STOCK SECTIONS, NEATLY FITTED, MITERED AND COMPLETE,INCLUDING DOOR AND WINDOW CASING, APRONS, STOOLS AND BASE AT FLOOR. CLOSETS TO HAVE 34" PLYWOOD SHELVES WITH 34" NOSING AND WOOD CLOTHES POLE ADEQUATELY SUPPORTED. LINEN CLOSETS TO HAVE (5) ADJUSTABLE 3/4" SHELVES.3- INTERIOR DOORS: SHALL BE 1 3/8" SOLID CORE MASONITE DOORS PAINT GRADE UNITS COMPLETE WITH HARDWARE AND CASING. CLOSET SLIDING, BI-FOLD AND POCKETDOORS SHALL BE 1 3/8" SOLID CORE MASONITE DOORS AS SHOWN ON PLANS,COMPLETE WITH KENTRACK HARDWARE OR EQUAL. PROVIDE A SELF CLOSING INSULATED METAL FIRE DOOR "C" LABEL DOOR AND FRAME BETWEEN GARAGE ANDHOUSE. CONCRETE 1- IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE SURETHAT THE SOIL BEARING CAPACITY IS 2,000 PSF MINIMUN.2- CONCRETE SHALL BE A MIN. F'C = 3,000 PSI COMPRESSIVE STRENGTH FOR FOOTINGS & FOUNDATION WALLS AND F'C = 3,500 PSI COMPRESSIVE STRENGTH FOR PORCHES, STEPS & GARAGE FLOORS. ALL CONCRETE WORK SHALLCONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE (ACI) GUIDELINES. 5- AT ALL BEARING POINTS PROVIDE STUDDING 4" WIDER THAN THICKNESS OF HEADEROR GIRDER. FRAMING.6- FRAMING OF THE ENTIRE HOUSE SHALL BE ERECTED PLUMB, LEVEL AND TRUE, SECURELY NAILED. JOISTS, STUDS AND RAFTERS SHALL BE DOUBLED ABOVE ALLOPENINGS. ALL FLUSH HEADERS SHALL BE CONNECTED WITH METAL JOIST HANGERS.SIZES OF JOISTS,SHEATHING AND RAFTERS ARE SHOWN ON PLANS. PROVIDE SOLIDBLOCKING UNDER ALL POSTS. 7- ALL STUDS IN BEARING WALLS ARE TO BE TOE NAILED ON TOP AND BOTTOM WITHMINIMUM (6) 12D COMMON NAILS. 8- ALL HEADERS ARE TO BE (2) 2X10'S UNLESS SPECIFIED. 3- POURED CONCRETE FOUNDATION SHALL COMPLY WITH THE LATEST EDITIONOF AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND SHALL BE PLUMB,STRAIGHT, LEVEL AND TRUE. FORMS TO BE PROPERLY CONSTRUCTED TO HOLD CONCRETE. PROVIDE (2) #4 BARS LOCATED AT TOP AND BOTTOM OF WALL. ALLREINFORCING BARS FOR CONCRETE WORK SHALL CONFORM TOA.S.T.M. A615 GRADE 60. 4- FINISH: OAK FLOORS AND STAIRS SHALL BE SANDED SMOOTH AND EVEN AND RECEIVE1 COAT SEALER AND 2 COATS OF AN OAK FLOOR POLYURETHANE FINISH.5- CABINET WORK: THE GENERAL CONTRACTOR SHALL COORDINATE ALL CABINET WORKAND ASCERTAIN THAT ALL WORK IS TO PROPER SIZE AND FIT. EXTERIOR FINISH1- FASCIA, TRIM AND EXTERIOR AS SHOWN ON ELEVATIONS. 2- ALL SOFFITS MUST BE VENTED UNLESS SPECIFIED. ROOM FINISH1- WALLS AND CEILINGS IN ALL ROOMS TO RECEIVE 1/2" GYPSUM BOARD 2- FLOORS ARE TO BE FINISHED AS PER CONTRACT DIRECTIONS3- DRYWALL: ALL GYPSUM BOARD MUST BE SECURED TO WOOD MEMBERS WITH 2"LONG SCREWS. ALL NAIL HOLES AND JOINTS TO RECEIVE THREE COATS OF TAPEAND SPACKLE AND TO BE SANDED SMOOTH IN PREPARATION FOR PAINT. ALL OUTSIDE CORNERS TO RECEIVE METAL CORNET BEADS.4- CAULKING: ALL JOINTS BETWEEN TILE AND OTHER SURFACES SHALL BECAULKED WITH COLORED ACRYLIC SEALANT, ACCORDING TO MANUFACTURER'SSPECIFICATIONS. 5- FOAM INSULATION IN ALL CAVITIES AROUND ALL EXTERIOR WINDOWS, DOORSAND OTHER OPENINGS.6- AIR LEAKAGE: JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEBUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. RECESSED LIGHTS MUST BE 1) TYPE IC RATED, OR 2) INSTALLED INSIDE ANAPPROPRIATE AIR TIGHT ASSEMBLY WITH A 0.5" CLEARANCE FROM COMBUSTIBLE MATERIALS. IF NON IC RATED, THE FIXTURE MUST BE INSTALLEDWITH A 3" CLEARANCE FROM INSULATION.7- VAPOR RETARDER: REQUIRED ON THE WARM-IN-WINTER SIDE OF ALLNON-VENTED FRAMED CEILINGS, WALLS, AND FLOORS. 8- ANY EXPOSED FOAM INSULATION IN OPEN AREAS SUCH AS AN OPEN ATTIC SHALL HAVE AN APPROVED FIRE-RATED COVERING (I.E. INTUMESCENT PAINT.)ELECTRICAL1- ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH ANY APPLICABLE LOCALAND STATE ELECTRICAL CODE.2- ELECTRICAL SYSTEM TO BE DESIGNED TO COMPLY WITH NEC SPECIFICATION. 3- CONTRACTOR TO PROVIDE EXHAUST FANS AT BATHROOMS (VENT TO EXTERIOR).PROVIDE & INSTALL AS PER CODE.4- CONTRACTOR TO PROVIDE CARBON MONOXIDE DETECTORS WITH BATTERY BACK-UP (SEE PLANS FOR LOCATION). DETECTORS SHALL CONFORM TO ALLAPPLICABLE CODES AND SHALL BE INSTALLED AS PER BUILDING CODE.5- PANELS & FEEDS: LIGHTING PANELS SHALL BE PROPERLY ARRANGED AND SHALL HAVE CIRCUIT BREAKER BRANCHES THERMAL MAGNETIC TYPE. GENERALLIGHTING CIRCUITS SHALL HAVE 15 AMP TRIP RATINGS. CIRCUITS FOREQUIPMENT SHALL HAVE PROPERLY SIZED TRIP RATINGS FOR EQUIPMENTSERVED. CIRCUITS FOR KITCHEN AND BASEMENT RECEPTACLES SHALL HAVE 20 AMP TRIPS.6- SWITCHES & RECEPTACLES: SWITCHES SHALL BE DECORA OR EQUAL, SILENTTYPE. RECEPTACLES SHALL BE DUPLEX RATED 15 AMP AT 120 VOLTS.7- PROVIDE SINGLE STATION HARD WIRE SMOKE DETECTORS LOCATED IN EVERY BEDROOM, ROOMS THAT COULD BE USED FOR SLEEPING AND IN HALLWAYSOUTSIDE BEDROOMS. ALSO ONE HARD WIRE WITH BATTERY BACK UP SMOKEDETECTOR AND CARBON MONOXIDE DETECTOR ON EVERY LEVEL OF THE HOUSE. 8- ANY EXPOSED FOAM INSULATION IN OPEN AREAS SUCH AS AN OPEN ATTIC SHALL HAVE AN APPROVED FIRE-RATED COVERING (I.E. INTUMESCENT PAINT.)PLUMBING1- ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE.2- ALL UNDERGROUND WASTE LINES TO BE CAST IRON UNLESS OTHERWISE ACCEPTABLE BY LOCAL CODE.3- WORK INCLUDED: CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS ANDEQUIPMENT REQUIRED TO FULLY COMPLETE ALL PLUMBING WORK SHOWN ONPLANS AND SPECIFICATIONS. 4- CODES & PERMITS: ALL WORK MUST BE INSTALLED IN FULL ACCORDANCE WITHTHE REQUIREMENTS OF ALL LOCAL AND GOVERNMENTAL CODES HAVINGJURISDICTION.5- FLASHING: ALL PIPES PASSING THROUGH ROOF SHALL RECEIVE ALUMINUM COLLAR, STRAPPED AND FITTED TO PROVIDE WATERPROOF SEAL.6- TESTING: CONTRACTOR SHALL TEST ALL WATER, DRAINAGE, AND VENT PIPINGIN ACCORDANCE WITH LOCAL CODES. 9- LAMINATED VENEER BEAM: SHALL BE "MICROLAM 1.9E" BY TRUS JOIST MACMILLAN OREQUAL, MIN. FB. 2600. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. INSTALL ASPER MANUFACTURER'S SPECIFICATIONS. 10- PLYWOOD JOISTS: SHALL BE "TJI/PRO" JOISTS BY TRUS JOIST MACMILLAN. INSTALL ASPER MANUFACTURER'S SPECIFICATIONS. 11- ALL WALL SHEATHING TO BE MINIMUM 12" EXTERIOR GRADE PLYWOOD. SUB-FLOORING TO BE 3 4" T&G PLYWOOD NAILED WITH SCREW TYPE NAILS. A TOTAL OF 114" THICK FLOOR UNDER CERAMIC TILE. 7- SEPTIC AND WELL SYSTEMS (IF APPLICABLE): SHALL CONFORM TO ALLREQUIREMENTS OF THE COUNTY HEALTH DEPARTMENT, CONTRACTOR ISRESPONSIBLE FOR ALL INSPECTIONS AND THE FINAL COMPLIANCE CERTIFICATE.8- ALL WATER LINES SHALL BE COPPER OR APPROVED EQUAL. 9- PROVIDE SHUT- OFFS FOR ALL FIXTURES.10- PROVIDE AND INSTALL ALL PIPES, TRAPS, CLEAN OUTS, AND VENTS NECESSARYFOR SUCCESSFUL OPERATION OF ALL PLUMBING FIXTURES. PRESSURE OR WET PLUMBING TEST SHALL BE COMPLETED SUCCESSFULLY PRIOR TO INSTALLINGDRYWALL.11- PROVIDE FROST-PROOF HOSE BIBS, LOCATION AND QUANTITY AS DIRECTED.12- PROVIDE 1" INSULATION ON ALL PIPES IN UNHEATED SPACES. 13- FIXTURES: AS SHOWN ON PLANS SHALL BE AMERICAN STANDARD, KOHLER, OREQUAL. ALL EXPOSED FITTINGS AND PIPE TO BE CHROME PLATED.14- ALL NEW SHOWER AND TUB GLASS ENCLOSURES AND ANY GLAZING AROUNDTUBS AND SHOWERS TO BE TEMPERED GLASS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT AS PER TABLE 402.1.3 OF THE 2025 ECCCNYS CLIMATE ZONE FENESTRATION U-FACTOR 4 & 5 .27 SKYLIGHT U-FACTOR .50 GLAZED FENESTRATION SHGC .40 CEILING R- VALUE 49 WD. FRAME WALL R- VALUE 30 OR 20 + 5 CI 13 + 10CI 0 + 20CI MASS WALL R- VALUE 15/20 FLOOR R- VALUE BSMT WALL R- VALUE 15 CI OR19 OR 13 + 5 CI UNHEATED SLAB R- VALUE & DEPTH CRAWLSPACE WALL R- VALUE 10 CI, 4'30 OR 19 + 7.5 CI 0 + 20 CI HEATED SLAB R- VALUE & DEPTH 10 CI, 4' & 10 FULL SLAB 15 CI OR19 OR 13 + 5 CI INSULATION ENTIRELY ABOVE ROOF DECK 30 CI NOTE: CI = CONTINUOUS INSULATION 2025 ECCCNYS SECTION 401 CODE COMPLIANCE REQUIREMENTS: COMPLIANCE METHOD: AS PER SECTIONR401.2.1................................................Prescriptive Compliance. 2025 ECCCNYS SECTION 408 CODE COMPLIANCE REQUIREMENTS: RESIDENTIAL BUILDINGS SHALL EARN NOT LESS THAN 10 CREDITS FROM NOT LESS THAN TWO MEASURES SPECIFIED IN TABLE R408.2. FIVE ADDITIONAL CREDITS SHALL BE EARNED FOR DWELLING UNITS WITH MORE THAN 5,000 SQUARE FEET OF LIVING SPACE LOCATED ABOVE GRADE PLANE. POINTS REQUIRED:...................................................................................................................................................................................................10 POINTS PROVIDED: HIGH PERFORMANCE GAS FURNACE AND COOLING (OPTION 3) GREATER THAN OR EQUAL TO 95 PERCENT AFUE FUEL GAS FURNACE AND 15.2 SEER2 AND 12.0 EER2 AIR CONDITIONER.......................4 (ZONE 5) ≤ "$)8*T)E37O3)37*NST"--E% ;ONE ENE3(:E''*$*ENT"11-*"N$ES ;ONE  "11-*"N$ET:1ES E''*$*EN$:*.13O7E.ENT 3E'3*(E3"TO3 ."9*.6."NN6"-ENE3(:$ONS6.1T*ON "E$ NOT(3E"TE3T)"N,8):3 %*S)8"S)E3 ."9*.6."NN6"-ENE3(:$ONS6.1T*ON "E$ NOT(3E"TE3T)"N,8):3 $-OT)ES8"S)E3"N%$-OT)ES%3:E3 $-OT)ES8"S)E3-O$"TE%8*T)*N%8E--*N(6N*TS: ."9*.6."NN6"-ENE3(:$ONS6.1T*ON "E$ NOT(3E"TE3T)"N,8):3"N%*NTE(3"TE% .O%*'*E%ENE3(:'"$TO3 *.E' > $6'T,8)$:$-E $-OT)ES8"S)E3NOT-O$"TE%8*T)*N%8E--*N(6N*TS"N%8)E3E%8E--*N(6N*TS"3ENOT 13O7*%E%8*T)3O6()*N1-6.#*N('O38"S)E3S: .O%*'*E%ENE3(:'"$TO3 .E' > $6'T,8)$:$-E 1O*NTS13O7*%E%: * 12- ALL GIRDERS AND POSTS TO BE FREE OF LARGE KNOTS, CHECKS OR OTHERWISE VISUAL IMPERFECTIONS. WHERE POST IS FREE STANDING A TECO POST BASECONNECTOR MUST BE USED.13- WHERE JOISTS MEET A FLUSH GIRDER OR LEDGER,TECO JOIST HANGERS MUST BE USED. ALL DECK LEDGERS TO BE BOLTED TO WALL WITH 12" GALVANIZED STEEL BOLTSSTAGGERED AT 24" O.C. 14- PROVIDE SOLID WOOD BRIDGING AT MID-SPAN OF ALL JOISTS.15-CONTRACTOR TO PROVIDE ALL FIRE BLOCKING AT ALL STUD WALL OVER 10'-0" HIGH AND ALL HORIZONTAL AREAS WITH CHASES OR FURRED-OUT SPACES AT 10'-0" INTERVALS MAX. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (AS PER TABLE 301.5 OF THE 2026 RCNYS) USE CONCENTRATED LOAD (LBS) UNINHABITABLE ATTICS WITHOUT STORAGE HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS BALCONIES (EXTERIOR) AND DECKS 200 50 2000 300 UNINHABITABLE ATTICS WITH LIMITED STORAGE DEAD LOAD (PSF) 5 5 10 5 FIRE ESCAPES GUARDS AND HANDRAILS GUARD IN-FILL COMPONENTS PASSENGER-VEHICLE GARAGES ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS STAIRS 10 10 10 LIVE LOAD (PSF) 10 20 30 40 40 50 40 30 40 HEATING & AIR CONDITIONING 1- ANY HEATING & AIR CONDITIONING SHALL BE DONE AS PER CODE. 2- IF HVAC EQUIPMENT IS INSTALLED IN UNCONDITIONED SPACE, A DUCT LEAKAGETEST IS REQUIRED. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (Effective 5/12/2020) Wind Design Ground Snow Load 30 Speed (mph) *SpecialWind Region No Yes No C Severe 42" Topo Effects Special Wind Region Wind- borne Debris Zone Seismic Design Category (RCNY Only)Weathering Subject to Damage From Frost Line Depth Termite Moderate to Heavy MANUAL J DESIGN CRITERIA Elevation 436 Cooling temperature difference 12. * 115 MPH to 120 MPH, The special wind region should serve as a warning to design professionals in evaluating wind loading conditions. Wind speeds higher than the derived values taken from Chapter 16 of the Building Code and Chapter 3 of the Residential Code are likely to occur and should be considered in the design. ** State if applicable. For Flood Hazards the Design Professional shall state if they are applicable, Y/N. Verify with FIRM Maps. Maps are available in the Engineering Department for review.If yes additional information is required. Latitude 41 Wind velocity heating 20.4 Winter heating Summer cooling 7 Wind velocity cooling 7.5 Coincident wet bulb 72 Daily range M Winter humidity 30 Summer humidity 55 87 Altitude correction factor 1 Indoor design temperature 68 Design temperature cooling 75 Heating temperature difference 61 Winter Design Temp 7 Ice Barrier Underlayment Reqd YES Flood Hazards ** Air Freezing Index 1500 or less Mean Annual Temp 51.6 LIGHT AND VENTILATION REQUIREMENTS LOCATION NATURAL LIGHT REQUIRED (8%)PROVIDED NATURAL VENTILATION REQUIRED (4%)PROVIDED SQUARE FOOTAGE BEDROOM #2 MASTER BEDROOM BEDROOM #3 BEDROOM #4 LIVING/ DINING/ KITCHEN FAMILY RM 647 51.76 70.4 25.88 40.4 289 23.12 24.6 11.56 13.34 158 12.64 6.32 139 11.12 5.56 171 13.68 20.62 6.84 11.46 361 28.88 24.86 14.44 15.13 24.6 13.34 24.6 13.34 NOTE: FAMILY RM. NATURAL LIGHT REQUIREMENTS TO BE MADE UP BY MECHANICAL MEANS. OWNER: PROJECT: SHEET TITLE:OF REVISIONS: DATE: JOB # DRN BY: CHKD BY: TAX MAP #: NOTES1212 ROY A. FREDRIKSEN, PE DESIGN PLANNING CONSULTING ENGINEERING 266 SHEAR HILL RD. MAHOPAC, NY 10541 845-621-4000 DESIGN PLANNING CONSTRUCTION NEW HOUSE TO BE BUILT AT 2241 SAW MILL RIVER RD. IN YORKTOWN, NY. 5/29/2026 MJD CONTRACTING 37.11-1-46.1 John A. Tegeder, R.A. Rich Fon Director of Planning Planning Board Chairman TOWN OF YORKTOWN PLANNING DEPARTMENT Albert A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone (914) 962-6565 Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights SIGNED SITE PLAN TRANSMITTAL DATE: July 26, 2022 TO: Assessor ABACA Building Inspector Town Engineer Water Departmemt Planning Department File Applicant FROM: Planning Department SUBJECT: Signed Site Plan – McTaggart Residence PLAN NAME: McTaggart Residence TAX ID: 37.11-1-46.1; 2241 Saw Mill River Road ____________________________________________________________________________________ We are transmitting herewith the following: SIGNED SITE PLAN Assessor PDF only ABACA PDF only Building Inspector: PDF only Town Engineer: PDF & Paper Copy Water Department: PDF only Planning Department File: PDF & Paper Copy Applicant: PDF only John A. Tegeder, R.A. Director of Planning