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Home My WebLink About2016-02-11 - Planning Board Meeting Documents EAGLES BLUFF A, O oCt _.ti �- FEB �n svoe.FSE O O SJgO\ �N�N ,�'„a ev �� vH O � T �o r” � o 0 A ..n c FT u _z r. EY AWSUPCI\ UNAJT NORAJD iCTO AEUP,V THSI.AP NAS PREPARED FROM HX ACTUAL HE OFTE SHON/N LANDP P.VOLA,:1 T DN OF SECT ON]209. PON 2OF THE IFE IF W PA-u SURVEY O rE JEW v.R1 IF— NENV ATF LAID EDUCaT ON CA WAS YHEF RrIEUN EEx.,. v AssoaAnoN OF PROEE,ONAL wvosuR JRVL ANY STATE or races-ICH AN uP TaoaTEnnE LxAAn O av c,ORIES FHDAi THE Omu nAL OE TRss.Pver..IED v✓TH ORENU HE ivATo "._, — TOPOGRAPHICAL OF PROPERTY THE unosLRVEroRssFALSHULDF consIDFRFD TO PF TRUE VAEDcoP Fs — , EvcRonuHMENTSEELOw GRADE ANa1REDESL1-1FE/1 uREs FANO NOT .9 TunTED IN THE LowTED AND�oRsnoWNHEREaN = VILLAGE OK 51 \„ LAG BROOK _ ___ rr__ TOWN OF RYE OF FEN TUHE.,ANcrc�R JrHER n� OVEVIEnrs. TF[RLcnon `� WESTCHESTERCOLINTV \ NEW YORK Link I Land Surveyors P.C. G,NGH AND OH,PS H.E AIDHESI1AA,N - \ -- LOCATED OR SHOYINEHEREON.E T;—TI-E '� SURVEYED pJANUARY15,2016 PINGASPHri NHEP,ONINANA.RDITRAR'!VET LDATUIYI O`n'N HEREON EFING ALL THa CEPTAIN PLOTPIFCEoRPARCEL TION OF UNOEROROVVO UTILITIES nE SHOV✓N HEAEOV nRE BASED ON SANITAaMAUN—E /\(/�\i\\ EONVEYED PY'ROY A.ADAMS TG"RIDGELAND GROUP.INC.PER R-ED n - N N N N ORAS V,LLv rk D I C N kCOUNTYRo ERIKJ LINKJHILIN N N TI NNOHAF C R i 11121e NOF LAND HEV LR ti,JJ ON R -HE 11111FIS IF TI 1, v 1l N KrDUE" DI M , JUTSID N N'ISLAND CI)PUNKY N Po ERV D THE LNAUTHOR2ED REPRO N N N 4 TI 9.to NYCRR PART TSA, tiv H N HEREON UROOK DS NTHE NAPS FOR SO ON -13DTNE-4 OF THIS LCOUNENT-I.—AND 4nvoL^Ton noovr E.s.tsyr,wo ENDED Jurw 20Ca TOTAL PARCEL AREA:172,620 FT.or 3.96 Acres i NLv. ai ocK v IT NN & P owJ 1 G ��t T(o ll \\\ 10'UTR 0116'UTR UTR 01a'UTR -- •14'UTR `- O 18'UTR N�� aid F•j✓ i 1 � .1 a uTh� MSR,>N l �� 3p 12'UTR U •10'U7 • •12' I o 14'UTR 14•UTR28'UTR 3 t O 18'UTR ��. 23 O 1 B'I •12' 20' L� 14'UTR '67 10'UTR 20'UTR a� 10'UTR i 1 �`- ��, • •1 l0 r�I 16•UTRN �f �� 020•UTR 0'UTR 016'UTR 22•UTR / •!',' 0 20'UTR •J \ %(0 020'DDA y O 18'UTR 7U 20'UTR / .UTP (D3"TLP 14'UTR O 18'UTR 1 O C) -7 • ly 3 .018'UTR .. 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'� r0 259 North Ridge Street Tree G: Good, F: Fair, P: Poor, D: Dead, C: Cavity, UB: Crown Tree Tag Tree # Species Diameter Condition 1 Black Cherry 10" P, Uprooting 2 Norway Maple 10" F 3 Walnut 12 F 4 Maple 18 P, UB 5 Walnut 12 F 6 Black Cherry 12 F 7 Walnut 28 G 8 Maple 12 G 9 Oak 14 F 10 Hickory 16 G 11 Elm 18 G 12 Black Cherry 18 F 13 Black Cherry 12 F 14 Black Cherry 18" F 15 Maple 14 G 16 Black Cherry 22 F 17 Maple 10 F 18 Hickory 10 F 19 Black Cherry 20 P 20 Maple 14 F 21 Hickory 14 F 22 Oak 16 G 23 Maple 16 G 24 Maple 18 G 25 Ash 10 D 26 Walnut 28" F 27 Oak 10 F 28 Ash 28 P 29 Elm 26 P,UB 30 IMaple 12 F Tree Inventory Performed by: Paul D. Muscariello ISA Certified Arborist: NE-0252A February 2, 2016 259 North Ridge Street Tree G: Good, F: Fair, P: Poor, D: Dead, C: Cavity, UB: Crown Tree Tag Tree # Species Diameter Condition 31 Ash 14" D 32 Black Cherry 10" P 33 Tulip 22" G 34 Elm 10" P 35 Oak 12" F 36 Maple 16" G 37 Ash 20" P 38 Cherry 10" P 39 Ash 28" G 40 Maple 10" F 41 Maple 16" P, Uprooted 42 Tulip 18" P 43 Maple 12" P 44 Tulip 40" G 45 Tulip 18" F 46 Oak 20" G 47 Ash 18" F 48 Ash 14" F 49 Unknown 18 D 50 Maple 12 F 51 Elm 12 P 52 Maple 14 F 53 Cherry 10 D 54 Maple 10 D 55 Maple 10 P 56 Cherry 12 F 57 Cherry 10 P 58 Maple 14" F 59 Maple 12 F 60 Maple 10 P Tree Inventory Performed by: Paul D. Muscariello ISA Certified Arborist: NE-0252A February 2, 2016 259 North Ridge Street Tree G: Good, F: Fair, P: Poor, D: Dead, C: Cavity, UB: Crown Tree Tag Tree # Species Diameter Condition 61 Maple 10" F 62 Oak 18" F 63 Walnut 30" F 64 Walnut 36" F 65 Walnut 28" F 66 Walnut 22" F 67 Spruce 10" D, Uprooted 68 Beech 16" D 69 Ash 16" F 70 Maple 20" P 71 Maple 26" F 72 Maple 12" F 73 Maple 12" F 74 Ash 18" F 75 Tulip 20" F 76 Tulip 32" P 77 Tulip 32" F 78 Tulip 32" F 79 Walnut 30" F 80 Maple 14" P 81 Maple 12" F 82 Magnolia 10" P 83 Maple 16" P 84 Walnut 24" F 85 Ash 20" P 86 Maple 12" P 87 Walnut 32" P 88 Walnut 32" P 89 Maple 16" F 90 IMaple 12" F Tree Inventory Performed by: Paul D. Muscariello ISA Certified Arborist: NE-0252A February 2, 2016 259 North Ridge Street Tree G: Good, F: Fair, P: Poor, D: Dead, C: Cavity, UB: Crown Tree Tag Tree # Species Diameter Condition 91 Maple 12" F 92 Hickory 14" F 93 Maple 16" F 94 Maple 16" F 95 Maple 10" P 96 Hickory 16" F 97 Maple 16" F 98 Maple 36" P 99 Maple 22" P 100 Maple 24" F 101 Maple 14" P 102 Maple 16" F 103 Maple 20" P 104 Maple 16" P 105 Maple 12" P 106 Maple 10" F 107 Maple 16" F 108 Maple 12" P 109 Hickory 24" G 110 Elm 20" F 111 Maple 16" F 112 Maple 10" P 113 Maple 10" F 114 Maple 12" F 115 Hickory 26" G 116 Maple 10" P 117 Cherry 10" P 118 Maple 10" P 119 Maple 14" P 120 Maple 22" P Tree Inventory Performed by: Paul D. Muscariello ISA Certified Arborist: NE-0252A February 2, 2016 259 North Ridge Street Tree G: Good, F: Fair, P: Poor, D: Dead, C: Cavity, UB: Crown Tree Tag Tree # Species Diameter Condition 121 Maple 12" P 122 Maple 18" P 123 Maple 14" P 124 Maple 12" D 125 Ash 12" D 126 Elm 16" D 127 Maple 20" G 128 Maple 12" P 129 Walnut 32 P 130 Walnut 30 F 131 Hickory 24 F 132 Maple 12 P 133 Ash 16" F 134 Hickory 10 P 135 Ash 16 P 136 Ash 16 P 137 Cherry 10 P Tree Inventory Performed by: Paul D. Muscariello ISA Certified Arborist: NE-0252A February 2, 2016 February 11, 2016 RESOLUTION SETTING A PUBLIC HEARING REGARDING AN APPLICATION FOR APPROVAL OF A SITE PLAN AND WETLANDS PERMIT SUBMITTED BY 3 EDGEWOOD DRIVE, LLC FOR THE PROPERTY LOCATED AT 3 EDGEWOOD DRIVE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, 3 Edgewood Drive, LLC, (Frank Grande), property owner, submitted an application for approval of a site plan and a Permit to Perform Regulated Activities in a Wetland to demolish the existing single-family home and construct a new single-family home, rear-yard patio, expanded driveway with expanded turn-around area and curb cut at 3 Edgewood Drive in the R-25 District, Section 135.36, Block 1, Lot 31 as shown on the Town of Rye Tax Assessor's Map. NOW, THEREFORE, BE IT RESOLVED, that the Planning Board of the Village of Rye Brook shall hold a public hearing on March 10, 2016 at 7:30p.m. in Village Hall, 938 King Street, Rye Brook, New York to consider the above-referenced application, and BE IT FURTHER RESOLVED, that the Planning Board, pursuant to the State Environmental Quality Review Act (SEQRA) determines the Proposed Action to be a Type 2 Action requiring no further review pursuant to the requirements of SEQRA; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by , seconded by , Mr. Nowak, Superintendent of Public Works, called the roll: MR. ACCURSO Voting MR. GRZAN Voting MR. MORLINO Voting MR. RICHMAN Voting MRS. SCHOEN Voting MR. TARTAGLIA Voting CHAIRMAN GOODMAN Voting B. LAING SC GIATL ENVIRONMENTAL CONSULTING 225 MAIN STREET—SUITE 205, NORTHPORT, NY 11768 www.blaingassociates.com 631-261-7170 FAX:631-261-7454 email: blaingassoc@optonline.net optonline.net January 20, 2016 Gabriel E. Senor, PC 90 N Central Ave Hartsdale, NY 10530 Re: 3 Edeewood Drive, Rye Brook,Westchester County Residential Reconstruction—Wetlands Assessment Dear Eliot: We are in receipt of the comment letter dated December 8, 2015 prepared by Fredrick P. Clark Associates, Inc. regarding the above mentioned proposed residential reconstruction and application for Approval of a Site Plan and Wetlands permit in the Village of Rye Brook. In summary, on August 13 and 25, 2015, B. Laing Associates, Inc. conducted a site investigation in association with the proposed site plans entitled Stormwater Pollution Prevention and Erosion Control Plan dated June 23, 2015 and prepared by your office. The property is identified as Block 1 Lot 31 and is approximately 21,459 square feet (0.50 acres). Residential homes occur to the north,west and east. An abandoned one family, two story residential structure sits on-site. Wetlands occur on the southern portion of the property and were re-delineated by B. Laing Associates, Inc. on August 25th 2015. The proposed residential reconstruction will demolish the existing, deteriorated structure and re-build a larger dwelling, driveway and ancillary features. The proposed impervious surface will increase approximately 979 square feet from the existing condition. As a result of the site visit and the proposed site plans, B. Laing Associates, Inc. had prepared an analysis of the proposed action in regards to the conservation of the wetlands on-site. This report was submitted to your office on August 31, 2015. B. Laing Associates, Inc. concluded that no significant, if any, impacts would occur to the wetland area as a result of the project. The applicant has provided means for stormwater runoff detention and runoff water quality treatment. Although structures are proposed within the 100 foot wetland buffer, the structures planned are for the protection of the existing wetlands and will accomplish that end. Further, the redevelopment of the existing residence and ancillary features are proposed to be situated further north and away from the wetlands. B. Laing Associates, Inc. has reviewed the December 8, 2015 correspondence from Fredrick P. Clark Associates, Inc. This report responds to comments related to No. - 3 Wetlands. See below for detailed responses to 3a through 3f. 3.Wetlands a. The report should include a delineation map that shows the flagged sampling locations and the extent of the wetland on the property. The wetlands on-site were flagged on August 25th, 2015. The flags are now depicted on the site plan prepared by Gabriel E.Senor, P.C. b. A functional analysis of the wetland and adjacent stream should be provided. At the time of the initial site visit, it was determined that the wetlands were located at the rear or south end of the subject property. The wetlands on-site were indicative of characteristically standard ecology for this location. All three wetland parameters (soils, vegetation and hydrology) were met when surveying the location to the rear of the lot. The wetlands did not appear disturbed and were functioning typically. Any wetlands or streams that occur off the subject property were not surveyed in detail as they were not located within the property boundaries of the 3 Edgewood Dr. It was noted during the field inspections that the adjacent area to the wetlands were impacted with debris, cans and other structures due to the dilapidated condition of the house as a result of the fire and subsequent abandonment. The proposed action will remove this material and return to a natural lawn landscape which will enhance the functionality of the adjacent area. Further, the structures are proposed further north from the wetland area which increases the size of the adjacent area. The addition of the proposed drainage system and stone wall with sand filter will also provide additional water quality for any runoff that may occur. c. The report should include field notes and soil sampling data collected during the delineation. Data sheets were completed during the site investigation on August 25, 2015. Representative data sheets from an upland sample and wetland sample are attached. d. The limits of the wetland should be flagged on the site. As per A above, the wetlands on-site were flagged on August 25th, 2015. The flags are now depicted on the site plan prepared by Gabriel E. Senor, P.C. The wetland line depicts the boundary between the wetlands and uplands on the subject property. e. The recommendations in the report regarding the construction of the proposed action managed drainage flow into the wetland are not noted, detailed or located on any of the plans provided to our office for review,which should be corrected if they are proposed. The project has included means for any additional stormwater runoff that may occur as a result of the new construction. The proposed plan includes a drainage system that will connect all the roof leaders to a 60 linear feet (LF) 30" pipe. The runoff will flow through the pipe and out a level spreader before entering the wetland area. The 60 linear 30" pipe and 6" pipe leading to the south/wetland area and dispersing through the level spreader are depicted on Sheet 1 of the Stormwater Pollution Prevention and Erosion Control Plan last dated October 27, 2015. Per Sheet 2 of 2 of the project detail plans and HydroCAD model outcome, the inclusion of the pipe will result in no increase in runoff as the pipe provides adequate storage. The detention system and level spreader will reduce peak volume and velocity stormwater surface runoff thus reducing water pollution. f. Based on the wetlands information available at this time, we cannot assess the validity of the conclusion "no impact"to the wetlands by the proposed project in the report. In review of the existing site conditions and the proposed plan, it is our conclusion that no significant, if any, impacts will occur to the wetland area as a result of the project. The applicant has provided means for stormwater runoff detention and runoff water quality treatment. In addition, the proposed reconstruction of the residence will move impervious surfaces north or landward of the existing wetland and buffer area. Although structures are proposed within the 100 foot wetland buffer, the structures planned are for the protection of the existing wetlands and will accomplish that end. A no action alternative to the site would leave a disturbed condition in the adjacent area and therefore a detriment to the wetlands. Please contact the office with any additional questions you may have pertaining to this matter. Thank you. Sincerely, i Danna M. Cuneo Principal Scientist WETLAND DETER MNINATI0 DATA FORM—Northcentral and Northeast Region All Sampling Date; Project/Site: Qity/county: i(, U11 G Applicant/Owner: State: t V Sampling Po Investigator(s): Section,Township,Range: Landform(hilislope,terrace,etc.): Local relief(concave,convex, none): Slope Subregion(LRR or MLRA).- at: Long: Datum: Soil Map Unit Name: IPS NWI classification:—d A(ITI)f Are climatic/hydrologic conditions on the site typical for this time of year? Yes— No (if no,explain in Remarks.) V/ Are Vegetation Soil or Hydrology_significantly disturbed? Are"Normal Circumstances"present? Yes— No Are Vegetation Soil or Hydrology_naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transects, important features,etc. Hydrophytic Vegetation Present? Yes 1"1/ No Is the Sampled Area t--// No Hydric Soil Present? Yes �1/ No within a Wetland? Yes Wetland Hydrology Present? Yes— NoIf yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate lrepZort.) x� il b"I a4l HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required:check all that apply) — Surface Soil Cracks(136) Surface Water(Al) Water-Stained Leaves(B9) — Drainage Patterns(B10) High Water Table(A2) — Aquatic Fauna(1313) — Moss Trim Lines(B16) Saturation(A3) — Marl Deposits(1315) — Dry-Season Water Table(C2) Water Marks(131) — Hydrogen Sulfide Odor(CI) — Crayfish Burrows(C8) Sediment Deposits(132) — Oxidized Rhizospheres on Living Roots(C3) _ Saturation Visible on Aerial Imagery(C9) Drift Deposits(133) — Presence of Reduced Iron(C4) — Stunted or Stressed Plants(DI) Algal Mat or Crust(134) — Recent Iron Reduction in Tilled Soils(C6) — Geomorphic Position(D2) Iron Deposits(135) — Thin Muck Surface(C7) — Shallow Aquitard(D3) Inundation Visible on Aerial Imagery(137) _ Other(Explain in Remarks) — Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) — FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No Depth(inches): Depth(inches): Wetland Hydrology Present? Ye Saturation Present? Yes No s No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: _Re—marks -__7 US Army Corps of Engineers Northcentral and Northeast Region–Interim Version(Revised) VEGETATION—Use scientific names of plants. Sampling Point: Absolute Dominant Indicator Dominance Test worksheet: %Cover _Species? Status Number of Dominant Species That Are OBL, FAGW,or FAG: (A) 2. Total Number of Dominant 3. Species Across All Strata: (B) 4. Percent of Dominant Species 5. That Are 013L,FACK or FAC: (AIB) 6. Prevalence Index worksheet, 7. Total 7.Cover of: Multiply by: Total Cover OBL species x 1 = Sapling/Shrub Stratum (Plot size: FACW species x 2= x 3 lit Y �,,k) FAC species 0FACU species x 4 2. 1 UPL species x 5 3. Column Totals: J (A) 4. Prevalence Index =B/A 5. 6. Hydrophytic Vegetation Indicators: 7Rapid Test for Hydrophytic Vegetation Total Cover Dominance Test is>50% Prevalence Index is<3.01 Herb Stratum (Plot.size: Morphological Adaptations'(Provide supporting data in Remarks or on a separate sheet) 2. Problematic Hydrophytic Vegetation' (Explain) 3. L) Indicators of hydric soil and wetland hydrology must 4. A be present,unless disturbed or problematic. 5.—,- Definitions of Vegetation Strata: 6. Tree—Woody plants 3 in.(7.6 cm)or more in diameter 7. at breast height(DBH),regardless of height. 8. Sapling/shrub—Woody plants less than 3 in.DBH 9. and greater than 3.28 ft(1 m)tall. M Herb—All herbaceous(non-woody)plants,regardless of size,and woody plants less than 3.28 it tall 11. 12. Woody vines—All woody vines greater than 3.28 ft in height. Total Cover Woody Vine Stratum (Plot size: 2 3.— Hydrophytic Vegetation 4. Present? Yes No Total Cover Remarks: (Include—photo numbers here or on a separate sheet.) US Army Corps of Engineers Northcentral and Northeast Region—Interim Version(Revised) SOIL Sampling Point: Com° -- --.�.v -- ----_ ---------.._---. T---.__.____.___. Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist)—_ % Color moist) % Tvpe Loc t;Te ure Remarks 'Type: C=Concentration,D=Depletion RM=Reduced Matrix CS=Covered or Coated Sand Grains 2Location: PL=Pore Lining,M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': _ Histosol(Al) _ Polyvalue Below Surface(S8)(LRR R, — 2 cm Muck(A10)(LRR K,L,MLRA 1498) Histic Epipedon(A2) MLRA 1498) — Coast Prairie Redox(A16)(LRR K, L,R) _ Black Histic(A3) _ Thin Dark Surface(S9)(LRR R,MLRA 149B) _ 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _ Hydrogen Sulfide(A4) _ Loamy Mucky Mineral(F1)(LRR K,L) J Dark Surface(S7)(LRR K,L) ]/tratified Layers(A5) _ Loamy Gleyed Matrix(F2) _ Polyvalue Below Surface(S8)(LRR K,L) Depleted Below Dark Surface(A11) _ Depleted Matrix(173) __ Thin Dark Surface(S9)(LRR K,L) _ Thick Dark Surface(Al2) _ Redox Dark Surface(F6) _ Iron-Manganese Masses(F12)(LRR K,L,R) _ Sandy Mucky Mineral(S'I) _ Depleted Dark Surface(F7) Piedmont Floodplain Soils(F19)(MLRA 149B) _ Sandy Gleyed Matrix(S4) _ Redox Depressions(178) _ Mesic Spodic(TA6)(MLRA 144A,145,149B) Sandy Redox(S5) — Red Parent Material(TF2) Stripped Matrix(S6) _ Very Shallow Dark Surface(TF12) Dark Surface(S7)(LRR R,MLRA 149B) _ Other(Explain in Remarks) 'Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or problematic. Restrictive Layer(if observed): Type: V� Hydric Soil Present? Yes No Depth(inches): Remarks: -------------^--- ( t i US Army Corps of Engineers Northcentral and Northeast Region–Interim Version(Revised) WETLAND DETERMINATION DATAFORh8—NoMhcmntrmlmndNpMheastRmgion Sampling Date: " Ln L) Project/Site: VW 1) 0 City/County: State: Sampling Point, Applicant/Owner: CA& L Investigator(s): J� ..........-- Section,Township,Range: Slope Landform(hilislope,terrace,etc.): Local relief(concave,convex, none): Subregion(LnxvrMLnA): Lat: Long: o:mm:________ ��mo��c�� Soil Map unnw � xmm|m�io/xydminomcono�ionaonmome typi�a|for this time myear? Yes V/ wu____ (if no,explain inRumpms.) Are Vegetation _____.ovi| o,nvum*ny____mevmcmnovmmv�eo, �e^wvnnm|o|mumn�n;ms^pmsvn� vev_±�_ wo____ Are Vegetation .Soil_____.o,Hydrology____naturally problematic? (If needed,explain any answers innemarkol SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transects, important features,etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) vVI HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two reguiredl Primary Indicators..(minimum of one is required;check all that apply) — Surface Soil Cracks(136) Surface Water(Al) — Water-Stained Leaves(139) — Drainage Patterns(1310) High Water Table(A2) — Aquatic Fauna(B13) — Moss Trim Lines(1316) Saturation(A3) — Marl Deposits(1315) — Dry-Season Water Table(C2) Water Marks(131) — Hydrogen Sulfide Odor(CI) — Crayfish Burrows(C8) Sediment Deposits(132) — Oxidized Rhizospheres on Living Roots(C3) _ Saturation Visible on Aerial Imagery(C9) Drift Deposits(133) — Presence of Reduced Iron(C4) — Stunted or Stressed Plants(DI Algal Mat or Crust(134) — Recent Iron Reduction in Tilled Soils(C6) — Geomorphic Position(D2) Iron Deposits(135) — Thin Muck Surface(C7) — Shallow Aquitard(D3) Inundation Visible on Aerial Imagery(137) _ Other(Explain in Remarks) — Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) — FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No Depth(inches): land Hydrology Present? Yes No Saturation Present? Yes No Depth(inches): Wet Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: / � / woox"enva and Northeast Reom"—m��mvum�nU*ov�ou us^m�cv�omsnumoam — VEGETATION—Use scientific names of plants. Sampling Point: Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: ) %Cover Species? Status 1. � _ Number of Dominant Species J ! A' That Are OBL,FACW,or FAC: _ (A) 2. Total Number of Dominant Species Across All Strata: (B) 4. t- - '..• Percent of Dominant Species 5. That Are OBL,FACW,or FAC: (AIB) 6. Prevalence Index worksheet: 7. _ Total%Cover of: Multioly_bv: =Total Cover OBL species x 1 = Sapling/Shrub Stratum (Plot size ) FACW species x 2= .. r-. 1. , f`)( t ' � ' FAC species _ x 3= 1]�� +# FACU species x 4= 2. ` r f__ _ 1 t'' UPL species x 5= Column Totals: (A) (B) 4. Prevalence Index =B/A= 5. - 6 Hydrophytic Vegetation Indicators: 7 _ Rapid Test for Hydrophytic Vegetation Total Cover Dominance Test is>50% = �_ Prevalence Index is<3.0' Herb Stratum (Plot size: ) _ Morphological Adaptations' (Provide supporting 1 t A data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 2. 3. ,) Indicators of hydric soil and wetland hydrology must 4 ( t be present,unless disturbed or problematic. 5. Definitions of Vegetation Strata: 6. Tree-Woody plants 3 in.(7.6 cm)or more in diameter 7 _ at breast height(DBH),regardless of height. B. Saplingishrub-Woody plants less than 3 in.DBH g and greater than 3.28 ft(1 m)tall. 10 Herb-All herbaceous(non-woody)plants,regardless of size,and woody plants less than 3.28 it tall. 11. 12 Woody vines-All woody vines greater than 3,28 it in height. =Total Cover Woody Vine Stratum (Plot size: ) 1. 2. . 3. _ _ _ Hydrophytic Vegetation � r 4. Present? Yes No =Total Cover Remarks (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Northcentral and Northeast Region-Interim Version(Revised) SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features kin1ht Color(moist) _–°fo Color�maist) % Tve Loc Texture Rem rks `- ' 'Type: C=Concentration,D=De letion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. ?Location: PL=Pore Lining,M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': _ Histosol(Al) Polyvalue Below Surface(S8)(LRR R, _ 2 cm Muck(A10)(LRR K,L,MLRA 1498) Histic Epipedon(A2) MLRA 149B) _ Coast Prairie Redox(A16)(LRR K,L,R) Black Histic(A3) _ Thin Dark Surface(S9)(LRR R,MLRA 14913) _ 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _ Hydrogen Sulfide(A4) _ Loamy Mucky Mineral(F1)(LRR K,L) _ Dark Surface(S7)(LRR K,L) _ Stratified Layers(A5) Loamy Gleyed Matrix(F2) _ Polyvalue Below Surface(S8)(LRR K,L) _ Depleted Below Dark Surface(A11) _ Depleted Matrix(F3) — Thin Dark Surface(S9)(LRR K,L) _ Thick Dark Surface(Al2) _ Redox Dark Surface(F6) — Iron-Manganese Masses(F12)(LRR K,L,R) _ Sandy Mucky Mineral(S1) _ Depleted Dark Surface(177) — Piedmont Floodplain Soils(F19)(MLRA 1498) _ Sandy Gleyed Matrix(S4) _, Redox Depressions(F8) _ Mesic Spodic(TA6)(MLRA 144A, 145,149B) _ Sandy Redox(S5) — Red Parent Material(TF2) Stripped Matrix(S6) — Very Shallow Dark Surface(TF12) Dark Surface(S7)(LRR R,MLRA 149B) _ Other(Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or problematic. Restrictive Layer(if observed): Type: '`� V Depth(inches): Hydric Soil Present? Yes No c Remarks: • _��1 US Army Corps of Engineers Northcentral and Northeast Region–Interim Version(Revised) Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information 3 Edgewood Drive LLC C/o Frank Grande Name of Action or Project: 3 Edgewood Drive Project Location(describe,and attach a location map): 3 Edgewood Dr,Rye Brook,NY 10573 Brief Description of Proposed Action: Demolish existing,dilapidated single-family home and construct a new single-family home,rear-yard patio,expanded driveway with expanded turn-around area and curb cut. Name of Applicant or Sponsor: Telephone: 914-715-1455 3 Edgewood Drive LLC C/o Franke Grande E-Mail: frankthebuilder9@aol.com Address: 71 McDougal Drive City/PO: State: Zip Code: White Plains NY 10603 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑✓ F] may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: FZ] ❑ 3.a.Total acreage of the site of the proposed action? 0.49 acres b.Total acreage to be physically disturbed? 0.1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.49 acres 4. Check all land uses that occur on,adjoining and near the proposed action. m Urban ❑Rural(non-agriculture) ❑Industrial [-]Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic El Other(specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ a El b.Consistent with the adopted comprehensive plan? ❑ ❑✓ .6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ a 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ✓❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑✓ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? n c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 0 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ a 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: a 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: n n 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? 0 1 ❑ b.Is the proposed action located in an archeological sensitive area? 0 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 0 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a a.Will storm water discharges flow to adjacent properties? m NO [—]YES b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: NO OYES 'Thrt-fL'-Sh�S�RI n inca�des a drainage sxStem that r.'ll ca net'ail the roof leaders to a 6011near feet(L��0"oi�- The __ runoff will flow through the pipe and out a level spreader before entering the wetland area. Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ✓or ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Q ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: M I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:"e Gra ,3 Edgewood Drive LLC ]date: 1/19/16 Signature: PRINT FORM Page 3 of 3 EAF Mapper Summary Report Tuesday, January 19, 2016 12:58 PM Disclaimer: The EAF Mapper is a screening tool intended to assist 328-1-22 / - t project sponsors and reviewing agencies in preparing an environmental / 135.28-1-28 \135.28-1-32� ` assessment form(EAF).Not all questions asked in the EAF are \ / 135.28-1-41 135.28-1-21 y 1'35.2 8-1 29 \�/ answered by the EAF Mapper.Additional information on any EAF / � question can be obtained by consulting the EAF Workbooks. Although f h'p -1.35.28-1-30135.28-1-3/1 the EAF Mapper provides the most up-to-date digital data available to 135.28-1-20' o �l DEC,you may also need to contact local or other data sources in order 135.28-1-19 O � to obtain data not provided by the Mapper.Digital data is not a ' '136:21'-1-3 8 substitute for agency determinations. , 1 135.28-1-18~ \\ atl ara Montreal 1 135.361=30 - ` 1.35.36-1-2.9 /135.36-1 32/' ' Toronto f f/ 4 h C. Rich 135.36-1-42 135.36-1-$8 f Rocg#,sttr:-' w� rn„Y. Manor ~� 1.36.29-1-1.1 rtt Detroit Stiftal° Ailynny' Boston -- Park 135.36-1-27�. � r P�n�'idrncc CleuMincl }Sou ces:Es i,H E,Q�LormQ U�' H a r n d 135.3fnt1rr2Tfap/ina enII?C p,, _I�CAT� �sri 1Q r�riri vtv SCurces-.`13rJi,Yi�EF?E. Tr non [� ;135.36-1-25' Japan, ET,ESriChi�ri ItS g IZ �Esrf r Pittchurgh Hamisburg��. Hi t iasu5'rl,,,. ermap, 135.36-1 24 `1`Thailend ltfdih-,V- 3penStr�tt9)0 -9 ntbus rnq�menl cF.,NRC,,tJ, tritstKdr5i� 360(31S Us'�r'Cammunity Washingtorj EBrj Jsgan, tv1ETl.Esri China Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National Register of No Historic Places] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or No Endangered Animal] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] Yes Short Environmental Assessment Form - EAF Mapper Summary Report , 1/19/2016 Map Output Ip,inr Pagel (close window] Please set your printer orientation to"Landscape". 3 EDGEWOOD DR, RY BROOK Visible Layers Classified 91reams ❑ Classified Ponds 91ate-Regulated Freshwater Wetlands • `fCt' �c1 .: i T �,i��.-� • SialoR ukioa rromwmo� i jQ? tit Via, �, 2 •i• ",• `� ❑ wawa � �'�•-�� •'�'.�'' , flare Plants and Rare { Blind Lil'ool. �"t Animals .uwn v"• } r High School •'i• Interstate Xlghways ,, �•. I grs �. :"- 1�/„�� ❑ Adirondack Park Boundary 120: _ �♦ � � � Counties C it '•`�. Y '- .. ..",)�.,,j °°K Pemb' rit 55 , Discialmar:Thiss map oes,ri�ota;owillnaturairesourc r ulat by NYS 0 EC,or for wh i-In permits from NYS DEC maY re9be� uired.Please contact your DEC Regkmat office for more information y Ten1A �'� \: {i � � I 'r ,.!J.,.��•.�,E rrg�_ � � ��.__.. � Knt�e h r1R t4 MinX:609765, MaxX:612735, MinY:4543094, MaxY:4541775 Disctaimer:This map was prepared by the New York State Department of Environmental Conservation using the most current data available.It is deemed accurate but is not guaranteed.NYS DEC is not responsible for any inaccuracies in the data and does not necessarily endorse any interpretations or products derived from the data. 1/1 JOB N—BER 182-78 GENERAL NOTES ZONE CHART CATCH B-H .......... A— P_ 0 DRAIN INLET UTILITY POLE sETenacs 'SIGN POST HYDRANT GASVE LIGHT POLE GUY VIRES (D TELE MANHOLE 711 i � 2 11 lElFl"AlllLE ®NATER MANHOLE ELECTRIC MANHOLE 0, DRAIN MANHOLE ®MANHOLE B ELECTRIC BOX 34 It EXISTING GRADE (102) PROPOSED GRADE col IZE 'A XT`RE,TO BE REMOVED SFSFF,SU_DISTURBANCE FENCE AND LIMITS —'————-- F (Ss EROSION CONTROL NOTES PROPERINES IN AREA ARE ZONE R-0 E2 100 PI-AIN E�ATION 1320FIRCBUIL RHAD BUINC YARDS BE RLL CUM YARDS OF OUT NET 1._c av F=E Vt CAMELUNG EI`mq II ZETS SS I.,. SOMA 1 1-21,2 1 41 a NO —D. �00 B NARRATIVE STORMWATER POLLUTION PREVENTION AND EROSION CONTROL PLAN Tlll_ T�I. PREPARED FOR: 3 EIDG�000 DRIVIE 1-1.0 FT TO FIRE HYO. 8 ROOSEVELT PL,SCARSDALE.NY DEED CONTROL. 551473422 mNam V° 160 PROPERTY ADDRESS 3 EDOEWOOD DRIVE neo qru....... BROOK IN.A.SECTION 135.36- 1-LOT 31 h- T�BLOCK A LOT No.29-BLOCK W' N.I I AS SHOWN ON AMENDED RE-EU—SION MAP OF LBMNIRIDGE E TOWN OF RYE WE6TCHESIER COUNTY. N—YORK CCRBMT...NBR,lF.11 GABRIEL E. SENOR, P.C. PROPOSED EXISTING DATE'J21, Design M-7—.7-7-i— B SHEET I OF 2 SHEETS pop prwgp,ronr heal .a art;,.. JOB R:182-]e IMPERVIOUS SURFACEAREIIS LEVEL SPREADER DRAINAGE SYSTEM VICINITY MAP EXISTING PROPOSED m - V -�_�.� y �E .. e0' rmme d .:awes 3 SLOT DRAIN TRENCH DETAIL CONSTRUCTION ENTRANCE DETAIL 95EE7CURBDETAIL DRIVEWAYPAVEMENTB CURB (CE) s PIPE ar DRAINAGE CALCULATION NRCC 50 ye...to-7.60'raidall W^ s �TRENCH DETAIL TREE PROTECTION YARD DRAIN(YD) predevelopmenf post development a__,., _ y r Pond 2P:Imw Ppm) ,.. eunrm or 9ubcatcnmem Pre Grv:UndR"M°pae Gnm I57)Hin[Poakee a113524'(R°°6eievae°n aev6ee) miam "non = 04]na®tzltsnrs vd°mo= Dp33y Dapm>4.s0' 1631 Weminp:Exceeaea Reach lR wLET aapW by4.sa®tz.10M X a,, ax oefM»4P far 60 VEARavant ®SEVER MANHOLE n°nby SCSTR�20 I,-LUH=SLS,WegM1tedCN,lureopen=000.24.00 nrs,er O.OSM �n M- OB Ra100.00%Imperveus lM CATCH BASIN ®WATER MANHOLE RRCC2C-MC 50Y-HR'eF].60' - eNNQ312�Onrs voWme= O.S.a;Anm-OYIs�O.O min mmioiuw ❑DRAIN INLET Primary = 0.45 c1sg 12.10M1rs Vdame= DOS4e ID ELECTRIC MANHDLE Nea lml GIN i mm nrcz ' UTILITY POLE 3.BOD ] »5%Gr°nm rover.Gone.HSGC ROMirq ne metMO rime Span=0.00-24.00 M.01=0.05 M1rm rvN ®DRAIN MANHOLE 3600 4 1ao0%Penioua Ma Peak EMv t35.z�1210 nrs 1 .+. THYD POST Vdoory Capanry Desc 1 D_vice P g rnee Ooex DlNtm HYDRANT ®MANHDLE ni Ir e'n 31nin11Naec1 Incl n ama,y lzs so a.6•xorM onnmrGnl.xlp.oa w�mr va c=osro °fYC ,. ,,,,, 1e ELECTRIC BOX )A 8000330 0.13r Flow Lmmtlbwarn°wat mvM1eatlea PIPE NATER VALVE Dena n=p2W P2=3.SV ,45 u1@t2tO nrsHW 135201Frae paGurya) �p GAS VALVE EXISTING GRADE L1OrI6mlGntgOrifi're Conwk OAStls®ft.501ps) SLIGHT PULE (1023 Hydrqgraph rz xior �• e ..•�N+.:..a: ,au<mu IR-SED GRADE ro D.6 Hydre h -InOow -0 GUY VIRES NIC 14TREE GOA rf PA SILT FENCE SF STONEWALL W/SAND FILTER s (1)TELE MANHOLE size 35A-3.800 M 0.7- In11OW Ar0a=BABFa - SF-SE ST-SILT FENCEX TREE TO BE REMOVED O.Z-sowm.mwn 6im3 _ 0.6 .Peak EI =132.2$' --'I a� Storage 0.006 a} .e 0.5.- 0.44 D.2 T 0A -N!21.2o1e S r LL 0.3 ; 1 D 0.2sy AS 0 2 4 6 B 10 12 14 16 18 20 22 24 ^^ EV Soxs TNR.(i-) 0.1 �� ems .•, l k 0 STORMWATER POLLUTION PREVENTION 0 2 4 6 8 10 12 14 16 18 20 22 24 '^^•^� m AND EROSION CONTROL PLAN DETAILS Time(hours) ^• wmK. m„^o., dwo"..,P,. PREPARED FOR: MATT MILLER LEVEL SPREADER svmm,ry m.ram STREET: 3 EDGEWOCO DRIVE le 1w..P„"0'=.u.eeaRe.1��i R"iwEl eaangaw 611xm In rbati SURFACE INLETDETAIL ZONE CHART SOIL PROFILE PER USDA WEBSITE CITY. RYE a, R�• zzn Poa� -nMoom>>aw'�0.0 Iw°aa„one.,u�an A.K.A.SECTION 135-TAX BLOCK I-LOT 31 dam-�rea,�.wa.r,a.an,. ppa,..a.°.«�.. zs000 21-'- "'o°'"p pm( b,.,.,',mnoaf LOT No.29-BLOCK"A" FPCHTxso91a1z ria y .. °g r AS SHOWN ON AMENDED RES O ISION MM OF .`•.oem.a.� a "av« s' 4J' I 'yI� . BYRAM RIDGE wAc++^' DNESGF 1e 1F °e"''" r,r �YvyOMR ,mo10 RmA. p w-srskr,w Pa am, -- - .r r.....ameM. OWN OF RY �^^ Bo m2' `ra T E Hydrograph _ .°'rr.. a4M �a,n..re�.M WESTCHEDDERCOUNTY EWYORK OOA IntimC3 -InNow , R ( °0"r�s'Iwr++rr r+bkY�(aPrsma M aAeR111 sENDRP-1 Ar T 084 a ` - -P""� Z _ -r GABRIEL E. SENOR P.C. 0.35 Peak El e _134.50' mar sr er r w as a nk , 0.3 i.25 - NIC .M 0.2 vaIESECMTREES REMOVAL SOIL PERCOLATION DATA scAEE As SEEN 10'APPLE S. 5'SPRUCE LAB- 1 'I >uu 8-MAPLE B. 18'MAPLE "+rc,4.z L 1P`f OF HEIMRAW; rm 2 CHE KED eY. 3. {0'MEE 10-14'MAPLE �'S" D.1 - 'I 4. 7 MAPLE 11 15-THEE * ES O D.DS 6rnu. _ 5 1➢'3REE 12 6'APPLE o *I 6 I6'CEDAR 13.18'Al" 4¢] D - - J 8'DDGWDOD 14 16'MAPLE 3i 0 2 4 6 8 10 12 14 16 18 20 22 24 "P*ls;,aw".- SHEET 2 OF 2 SHEETS Time(hours) �°„M1N'� — ]•SNI Bewlan re _. Y80'M1c _ roNQ`t"-40 i O Th"lao�tlaena Ila'N oarYamukanNmNue s-Ym a Fo .. 3] i -.+ n reNme _ � ; ..� ..i aeOOEoaaaa idrt '� — Baxw MMNUYi a. ilnJ SnUCwS xNN1 watt ® ' L 5 W •MW' _ N W Neuwa n a,a a_A1 _ V rt n mer _ NWn•.°xnss a Iron s°./ PH "^ ,/a enu nn tN l aiva a"ea roa a aar _ �TANT N. G 5 PLANTING SHRUB PLANTING DETAIL ' x5 _ OP z E: amtl __ 1 C E ° I )11 I a5V 14 a /J �E Li y fpp pq�i`•tga'Y��..-t9ciMPlop-.b_ :.. q�- P 0 . '- . � ° o o e e o e o tl ° c . • Itx 6"-IY MAA,M... M2".WnTau - /J/-n ///��+` . -� Au sNiEox cx4Lfl uxPUa Sxs E r'Yi AZAssoci Ites LtU'. Na. REVISIONS OnTE �. cnnECTaauvxoraE � '. 1O yq, ) LANDSCAPE PLAN _ I RN. I m 2,pp ED Anthony Zaino.Landscape Architect 3EDGEWOOD DRIVL r r ne�ucl°iEssuscav rNt TDl.,w + °+ RYE BROOK,NEW YORK-� raiuvxo MIPT- E 7 South Ridge Road uP�arwxwEices. I Brookfield.CT 06804 _ ugaRx�n noonu'wRu>EannaxcP]xW SHEETI0F.1 smla:,re•-ro' rvNSAVIwnTa+a>tiE xEwrowxsr.TE EpICAPON UW � � Schedule For Proposed Building Material and Color Scheme LIVIi1g Name: Type: Color: Siding: Hardie Plank Fiber Gement Light M51; q Uare ®otage Residential Code Of New York$tate(2010) Windows: Andersen Dotble Htn Alto First Floor 1,554 5f g Second Floor 1,7114 5f Climatic d Geographic De5lgn Criteria rade R3o1.1 w Trim: Azek Composite Alto Total 3268 5f ae°ad speed 6 p c 11rdleig �Ta Po-W F Deny T= F�lood Ai :mg Front Door: rvcl Gorrposite or Wood Door Painted as lhtn uaeo mph c mare az� neO�^yale�llm"e ai �°F a�o,9° 61B Cxrage.Door: rvcl Gorrposite Alto Maximum Groes Floor Area= Roofing: GAF Asphalt Charcoal 4,000+[(21,459-21,160)x 0.11418421] 3,963 sf Max. \ 5hutter5(Optional): n/a Gonposlte, Black 3,953 5f Proposed \ \ Decking: rvcl Gomposlte' Cayon Gray \ 1 Ga,t Rog.vat v v Balling: rJa Composite Rite i v / v 25,XFed rosleew"u� / A 2033/3500=050 Helot Sa—k Rotlo 12 V 13 Ltnk(Gmpliesl 2 1 set Boners on 2 x a Plate, // Aspha¢bhllgles Aspblt 5hmgles v\ 1 Set on Top of. "t Provide / 12� 12 \ 2 x 4 Tie-Backs 0 Ib'o/c / A (Gang.Roof o Iy) / A 12 12 Mi oint At Roof / �12 \\ 20M Poet To Sib ft"tin / �� 12 �� Adjbt Owrhorq To AI A 2033/20W=IA21bird 5ettewk Rokb 12 Fp ioe/'e Required \ 13 LMR(conppf'tw,) / 12 / \ \ B.E.Al-I butter\ \ I / Top Plate / \ / \ Flashing \ 2'Gant Soffit Vent \ \ Tp Plate/ e Darner / \\ / \ \ 6 Pr \ To Plate/ \ Gelllrlq Hgt / — — — — — — — — — — — — — Gelling Hgt \ Window' Window \ J1 / ® ® 12' H-1Y ® ® � ® ® �a 1— / OH OR O.H. 4 / 4 5/4 x 0 Gamer 4 \\ 2 Flashi BoordLLJ $ m 6 LLLI L4.4-1E.Alum leader a \6 rn / 5--d! \\ y�y 9.1V Floor Hqt Floor"I Second Floc H \o / Window Hj 1T Window / 0Htp / Boo x 0 Garner ❑❑ ELEELE Alun Ori bop Flla� WB.E Alun Leader 1:11::][::] E11:11:15/4x45lrraunds 4 DDD DDD DDD DDD T T '1' c / 5/4 x 4 5c ounds Flrst Floor Hgt First Floor H aot I = a— Cement Wash Gement Wash b ode Plan 16"x 0'Gane Footmg E g 12"x 12"Boxed Wd W(2)•4 Bas tall m ' colunn(500 Detalp N10 Poet To Side Rv>(tyLM 1250/20.1X1=0625 kbk�t Setback Mlo T----------- ------ ----- a 13 LYnit(Garylfes) —T------------ —T— Step Faoting 1:2 Max W"x10 �nttrq As Required S a _ eaeanent Floor t — I 11 1Tt __ _________ r®n w� i®r L-L ----- MW Peet To 51de f5gatj tM 1250/2550�0.490 flekj Sk wek Rdtlo Scale: 1/4"= 1'-0" 3umm rGmpn.s Revised on 1-2-15 These plans are the property of 60ENEY A DEMA51 AIA pp,,,, SATE nr,mte�ts Pc.Any ase or"Prad"" i�wNol fir IWisidence dor m1eT5 p1a�s are gat valid ra a wildi�y pe,Trt b-12-15 art wI n A fhe written an nar�,&m al LN 1 adginally nIT a am sealed me GOEWEY 8 17EM 451 Pt I A r 9 Ar�hi'e and are v u,e eorrnr6uon ar one �� d a a ""'I 1e proredlr�d.Any perran ar�aTaranan have only ty u,e peran whasa name appear A r e h !e e t s P.G. Checked =ingplan ,aatproperan�anTahanNill� .woo fir. e Brook, Y. an�epla�. 2�a3a Date responsible to compensate the Archltecl. ( 239 LEXINGTON AVENUE,MOUNT NI 0,NEW YORK 10546 (614)666-5a5b AW 0 610 ©wls c-oEr�Y a vEMFSI AIA Architects Pc.AI wgM1ts rzezervecl.Any use or reproaucnav�"wnoie or in part,witMut ma written aumorimnon of soEwEY a cEMul NA mM1itects vc is proM1ibited. 12'-la II'-0' 72'-2' LYe d Deck A- 0' 0' 10 P.T.Hct _ �\ e � I�- I/-WA,Sta To&5enert ,tB�' cant. 9" m Pored Carrs Fo Wall• Ib"x B'law Foothg Y - W(2)w}Bas Gait �H Ja �I ° z x 10 t>r�re rreatee va �I �Q, Ia P4' IV 4'b' P 2' 8'Leegm W(2)Raw,V2"eia vID' s p Garkge Bolls a Ib'o/c Q = - `.na99ered .x� m To m all J W Metal.best Hangers r Egress Well Note: s m Paredcon wall ?(1x 10'Gonc Ft9 la'Pored C.c Wall -8"Polred Concrete Wall W(z)ra Btan colt 20'x I0' 20"x 10'Concrete Footing 1 w(�><4 cu-e co�rt� K/(2)R4 Bas Continuous Unfinished -Crushed 6ravel Base w/ 2'Drain To Do,light 0r Drywell HD FrnaceBWomd'Tyy 6°x" -Alumli m Ladder O c o.under Flue(0pe,anl �, 4•caerete 5IM o o -Minimum Width 3'-0'Per Code _ s Provide Direct vent) _y R-30 Il-I o ug Pbwe g r`I'„ g x o ? and 9 sq.ft -MProvide Licht Weight Aluminum Grate h PI -A, A, if regmrecfby Local Code Qtnrbbm� .�,� o S S ZY-10' L 2 110• \vIII � L L- -L (2)13/4' II 7/8'LVL FI.Hd L-----------J'(3)13/4'x117/8" F- 1Metal.bk Hates: LVL birds - ro r T _ 7/8"---L All FoatYey To B-12'BM- _ J Rte' L J Q N y 50111 LYwfetrtnd E.. F b ,COt N All Fj.-r Madzro To Be•2 L Im FY-Larch Or Better lo'Pared Gat wall L � Das 4 Poured wall 20•z lo•core L 22'-10' II'O 22'-2' 12'-0' 10401 4'-2• Y-0' 4'-2' 5'-0' II1-0' b'-r Flow bblst W 3/4'T66ngRywod Ad Deck GeK 5 m Izo P(Ion�Fa.9 i�Y�7 51dr 5/426 rw" a stops ro 6 oda LVL Beam(Sze Plan For SIZB) 0-4. .a TNI 2452-3 (4)U'da Lag Bolts(2)Per Side of PkAe i- (3) /4'x 9 1/2"LVL Hdr F- 22'- - b' 10'd b' 51/4'x V x V2"Steel Bea'tq 'p o -p Pl%(Ad,ot Shs To Match 6Fdor - m 'P m 4fir '.d Steel Pp.W- TFN 2052 OHP 4252 TW 2852 (3)1 3/1.x II VB"FI.LVL Hdr 2 TW 21052-2 ¢ (3) 3/4'z 9 I/2"LVL Hd' W sti 'gere Q OO (3)1 3/4"x 9 1/4'LVL H& N rye reakfast 4•od 5teel Ppe Galulnr, 71'40' 10'4 -0'GeINg Hgt Wlb�e sFk 4' 114' b' B' 8' 3/B'SleelBeatk�pq flat. - (2)1/2'd b Grp km Softs C 8 44�=t-.'SW on b Ml iii I0Pinl�P01y Vrar 13 Hw .g J o J - Pami�u Rm m v •slam - a'a cellrgHg a b24"'Lxnehee 5taro 4B•areal Vrt F.Fab F ple Rvde,Tamp 51w VoaW Mills 9--d1 F z Hrotr Kitchen 6rim34•x 12• - I WtsW AY Intd.Pod ('4) a Footing w m �' R 1 iloil wwd cWsan N 4°�^n9 LVL birder Detail (2)2 x 10 fur \ - --- (3)1 3/4'x 9 1/2'LVL Hdr 'v 4R J � Prwkb Wood 5taps t o \ n O Fallllg As Requbod o 2 \ Rhwlde A Self Gloss, 1-1,•G'L, Door 4 9+ ® c v 1 Frere Notes: All Finn Members To Be p 2 T14' 6' - Td' g 6' N F � o Douglas b-Larh a Fetter 6' T ''ILL � D'-b' Dab.Frere LFdsr All F,,W- Pan11e1 To Franlg Lay g' If ale Floor Is To Be MID Job nls Floor Laeult An•.htect Fv r AdAWul Garage Vet Ta Ext. Rlyy F-N Rsgllr.e 4Lorcrele slab W 4 V 1 = LIVInq Rmi�ml Legend: 6 x 6 1040" k Q 9'-0'Gelling Sav - Ha Bd BthAAoIppI (V E 2,Woad Post(?blk _ of Nana Wa11 a At Lel11g 13/4'.11 7/8" �al{er ERl o Berne Kd m Al,Noled PrwYle WR-30 Iml At LVL Fr.- 5. rame m 5 O J x Smoke Detector Gelllm and 6'R-H Irm1 LF ler Post Above TV— LatFeAnl Lly m, n, 5D W Battery B kelp ��,C FPe VI IIz /4'x II 7/8"LVL Hd" § (3)1 3/4"x 9 1/4"LVL HO'Lebon Fb ds Cw 1 el "a-�.T' cD W B."B Alp � Jolst Hrnyers O 12 TW 21052-2 's bQ" W 14 z 43 steel Beam 9i 50 Nbod Header Schedule — — � — ¢ Std (3)1 3 4'z 4 1/4' VL Hd p Span Haab 5u aD p` Hat Lip 3'0 In1D.W m Lip To 3'-0' (2)2.8 8 H.+ 6' R R,�. Q P,,v (2)16'Tome.SYAoli�ts p c Up To 4'-0• (2)2 x 10 Hd1 3 'L Q" 6' 6' Up To bb' (3)2 z 10 Htr ¢ (3) 3/4'x q 9 I/4"LVL Note, r r-m = m m TW 21052-2 Alms Oalemise Note.On Fhs � �� L (3)2 z 10 P.T.HchEl F'- ~ -------- Frovds Ybod Rcdlhg C3) 3/4' 9 1/2"WL Hdr (3)1 3/4"x 9 I/2•LVL H& 4b'x& I-1 0.H.D. 4'-0'x W-O'l-I 0.H.D. 140• 93• 9-0' 3'-11' 4'-1' 61-Y Scale: I/4" = I'-0" �+ 4 a-0• r-r sb'a These plans are the property of 60EWEY A DEMA51 AIA �nrE Ar,hlte�ts P� Any ase ar r,p Ad,d- whole ar Residence For r�lere p1a=are vat d fa a�Id t pe t b-12-15 art.!&neat fha w Ut 'asnar�saba"Al LN 1 adglnallySlgnea amsealed ey me GOEWEY 8 17EMfk51 AIA P 9 nr�hneLt and ora for u,e-t U,,or �6 0 DeMasns pN"ho"d.Any parson or�orporanon ho�a only u,a peon whose name appears A r e h !e e t s P.G. Checked uslnp plans.!thou&propar A.lhorimbon u111 Ce .woo �r. e �I"®® V. on the glare. 215-03a Date responsible to compensate the Archltecl. ( ( 239 LEXINGTON AVENUE,MOUNT N0,NEW YORK 10546 (614)666-5a5a o nw 3 e o 610 ©cols r 1 1—AIA-,U-tPa.All 119-aas®- wh--l,wft-N ma ware,-N-1-11o"Al-.1 1—1 An mmt-11 1�N1111 50'-0 AindoW Note: 1zw• 4-0• aa• ria• I.All bleakly To Be Low'F lwlated 61[55 WHnh.R-3.I(U=032). r-------------- 2.All Wn0om Wthh IB'OF Floor To Face laundr Rm Teered 61055(Dolble 's-Bottom Rook Sash Onlq All(XMas PoII WIO. t e F-o ng t +b 3.NI 61 In Dons 4 Ytrdows Fi¢los (Egess) Vern To D^i�' (rEFm) fbt TI.b5, hlpaol Tlbs,5aalas,5fean TW 210410-2 24310 l'Iw 24310-2 Q� Rooms,BdhWz ad 5lnwae Min 60' � (3)2 x 10 Hdr m m m a Whdow a Doar UIt gull Hm Tenpared Glass. ° �` r----- t---- -� soaag � loeee I I I I 4.All fyless WIMore To Fkrva A Mhhnm 2l T`t' Glen C�f,q Area Of 1.15 Total w) 6' 16'-0' 2°4' 2' 4' b'-B' 4' &-]' 4-10' 4' 7'i' a 4' Ti' b• 24"mh Clea opening MIL#t 20"mh Glen WkRh.Raker To ManuFaGhrm talk 1n 5peciflcdbm Por All Odra Infa wdlon. a o M.Bath Gaset o ' Bedroom#4 'P - B'o cel valk In 5.All Windows a Doan Faked w/'d3R" _ - - n1e F1oo To Hare Full Wit Tempered. B'-O•Gang Hgt yt .. G veM To Closet - RaaF 2` Bath 5D U m 2a - 2a _ nle Flo V 3'-0m Ve To M. 2' Andersen 400 Series , �` �rlgHall Egress Window 51m: 2` so D 2 :IIS ,\F------------ $ 64'sbgle Vmny 24r+ew,J Daty Hmgers Size Opening m X116 sp s'w Width Hei ht "^ (31 13/4'x I/4'LVL FI.Hd- Oa ry � �fal 13/4' 9 W'FI.LVL Ntr J 16 R TW 210410 5.815f 311/6" 261/4" w/Metal 1 Han - - -- Whlda.ask L 3 Q I/4' - z /2 z 10(.Blling Joist®16'o/c ya TW/ 14 R r 24 Y r Joist Ray d 10'-0" 14 R �' m Tray Ge11ilhg Hgt (2) v 9 1/4" FI.LVL Hdr `+ 4 P2'�Z2 4• Tfi• F Jobt - - 4 11.6a Vm Notes: M.Bedroom - 2° 2° 10'-0'Tmy Gig Ngt 6 A11 rranm Flmters To ea•z Dwg1m Fw toen a eetFer o 2`� � Dab6 F—Uder All Pat@brs Bedroom#3 .,® Bath i;°i' a-0 T^� Parallel To Prang ry hg CIO g Hgt 1f rale Floor m To Be FUD Job B'-0'Laling FL]t v ry 2'-i' 8'4"60111,9 Ngt ° � COWIL ArcAnFect For Addnbml Lh '- n1e Floor o ned V - Vent To EL m O^ "v -4' a ,-2. - 4' N B'-z' 12'LO 6' g Legend: a'd: err o a a Q - x - x Bedroom#2 ----------- 2 x kb d PA� Open To snokeMtn aeteaataM ---- ------m m- 1 e'o'cenkg w LFo er MON , \ sD W Buttery Back-VP ---- -- -U 5 Tw 210410-2 cat.pb o pet a/-6'-T'Kreerall Q (3) 13,4' x 9 1/4' Flush LVL Header \ry+ (Epees) GD W Baheiy Back-VP - - (3)2.10 M, `Qcr Q Aood Header 5chpile = b• 11•m b• TIN 2 Spm Hsadsr 51u § I.p To 3'-0' (2)2 x 6 H& Ft�f .4 /2 z 8 Gelling Jolet (3)2 x 10 Hd•'9 Up To 4'-0' (2)2x 10 FN- ®16•o/c ' TP7 210410-2 Up To b'-0• (3)2 z 10 Hd' '- (Egress) Note: 6'-kY' b• 640' Ullen OU-ow Noted On Pim Dormer Lay 0n RoaF TW 21056-2 YA, Scale: I/4"= I'-O" PW 11• EV-7 sb'a These plans are the property al GGEWEY A OEMA51 AIA Jnr' Ar hike is or raprod"no""whole or Residence dor p1a"=a•e"ot v Ia a Id pen 6-12-15 art wlmaht t»e My °°`Pra"al w.1 a°4mauy s1g"ea ata seal6d ey ma GOEAEY 8 C7EMAS I A I A P 9 nr�miept a"a are f°r u,e 6o�r.�6u°"°r°"° �� d°e oew�l Is p4thm d.Any per"a^ar carp°ranan n°th anly ay Fe p°rs°"whale"ame appears A r e h t e e t s P.G. checked °sing pla�wl�,°at proper 1h, 01 will Edgemod Dr., e Brook, Y. an�e pl°�. 21s03o Date ruponslble W compensate the Archltecl. ) 239 LEXINGTON AVENUE,MOUNT KISGO,NEW YORK 10546 (G 14)666-3b5b ° raw 4°of 610 ©cols r, 1en,u1 AIA-hl-t� Po.N1 wghr= 1,h--i"van,wlmr"n ma-11-a"mo"I no"^r-.1 1—1 An-hit-11 I"-h111e1. 2 x 8 Rafters a 16'ok ———————————————————— ———— I\ 1 /I N�LPP(F£MNF.Fist \ / MT ne mi 11414RORtE FMY4E VBII II Ly'NR Vdtf NG' CNIJC s H PBEIRPnaX Sff MNF.F£GFKNhYLJ aeF wrmlenax +- ��\ I r o \n> I \ AttIG / I CCoIla�At 64.Xgt rmn...o•ok \ / MerbcFcr5W1 .2x10 Rafters ez a 16"ok .. _ 19/a'x II VB'LYL ,,,,_Ridge Vend ®etail III ,2xlaw,rtere _ 24� No Scale o 16'ok' / a \ \\ 4/ Z rI o RORas Peslyl Bj Co. 6 \ \ o / + / \� :Amwnaawwyne 19,Se t / st>•/ \' ,g �a^x 111/8'LVL wdg. e BHnniicc ne a eaN RMsc F1 . / ti/ �I \ \ \ \I °a Dade TT rale ry \� \ \ J ____Rafters To an Kreernll / \ ///////i Ro Psr files ow 00toil Scale:None L---- — - ®® framing an Scale: 1/4"= I'—O" These plans are the property of 60EWEY A DEMA51 AIA -ArE A, tett Any"te ar r,praa"�ta""whole er Re51 ence For rhlere 0UgIn a e d d fa a�IIA p b-12-15 art 1maA we w Ut 'anfnarltama"of LN 1 arygmallys1g"ea h,sealea e me GOEWEY 8 17EMfk51 AIA P 9 nr�enect°"d"�f me co�rrucuo"or pew.l Is Nltho'td.Any pert°"Al-tarparanan awe ahly e pa°""hose"ame app a 6he�k d "=1"P Mans Ml�o't proper aM,A,h,L,,t ll Edgemod Dr, e Brook, Y. an�e pla 215030 Date retponslble W compensate the Archltecl. 239 LEXINGTON AVENUE,MOUNT N-0,NEW YORK 10546 (614)666-5a5a o nw Seo e10 ©1115 c-oE1^B,i'1 1EMAs1 AIA Arch"ects Pc.All 119- hole or In part,witrout ma written autM1orimnon of 11—1 A-1 AAA It—vc ie p-hlbtecl. Bevel Cedar 5'ding an TW Building AW Hearth NOte.: 112'Ext Plywood Sheathing Note. Copper Gap Flazhlrg Contractor To Maintain Proper Clearances Worth Extorsions OF�xro`v'ed Pre-Feb Floor-blst(see PI W From Combustible Members To MoSorry Mass, Fireplaces Shall Be IrGfal led In Aaordaxe Gopper cap ftl A5 Required By Building Code. wb The Listing OF The Firepbce.The HerrlN Exteasbn Shall Be ReaI V15NngA5hobla Wood BlockIng As Required from 5tmandhg Flow Mea. gA&'x4'GrownMwldVq Pro-Fob Fireplace 5/4 x 5 5,,—d Scale:Nate (5'Cxp—w Mrdo.(5ee Plon For Minimumiregl Glear Panee5 Size and Mon0act—) Not,, elevation 5/4 x 4 Surround Section Set R.M On 2.4 Plate, Set On Top OF Jolet.Provide 12 \ 2 x 4 Tie-Backs 6 Ib"o/c �8 (G-age R-F Only) Window Heod Detail Scale: I"= I'-O" Gant Rid vent Aspfnit 5higles e � � I B.E.Al-1 C Rter 12 1950 Fed To kat Waperly U. 2"Cont Soffit Vent AsPhdt 3hwgles 1�8 23.�/� 0.45 Ullt He 15r.)lback Ratb 5/4 x 5 Me-Bd � Top Plate/'WII Hqt. Window Hot 14' � OH. e ® OH, <� Aj 5/4 x 8 Comer 5.E.Al-Leader 12 B.E.Alanlnm butter b 6 2"Govt 5offit Vent ""' _ Second Floor Kit Flashin — — aH Window � OR Raaf OR 5/4 x 8 C--r A-1 Paneling Board �P See Deck Detall LLU —11,Monk 11-1 Eldling® 5/4 x 4 Simouncb - - I OFlrzt Floor Figt �yh Pn1rR �_ 0 Gement&a h ruoge 1 x �s c 2 p IT DO Gonmr to m E § LJ g a g -- --- —] Z 20"x 10'Gan.Footing F—— x W(2)14 Bas Gont ____J — 5te0 Footing 1:2 Mott a° r _ J As gained Bol Floor Flat L----------- -------- ----------------- -- 50DO Fad To FraBw1�tj Ih 250,50�- PaUo /io_ 5de ® Scale: 1/4"= 1'-0" These plans are the property of GOEWEY A OEMA51 AIA p,, �ArE A,,,U is Pc.Any"se or rep Ad,d-I"whole or ize5idence.For mlere pIa"s are"ot veod ra a w-SIN t pennrt b-12-15 a rtwanehtwewntt anar�z&-Afw.1 Arygmallyelg"aameeelea me GOEWEY 8 CIE AIA P 9 Ar�hneLt a"d ere For u,e eo�rrueuo"oe pew.l le pAltho t d.Any perm"ar ger 111 A, n he;e only e pe e""heee"ame D,t� "=1ngpla', e"tpro'A"Lh,Aretlenwlll� ewoo Dr. e Brook, Y. "'h,Pa slsoao Date ruponslble to compensate the Archltecl. ( ( 239 LEXINGTON AVENUE,MOUNT KISGO,NEW YORK 10546 (G 14)666-3b5b o nw b e of 610 ©1—r 1 1—AIA—IL,-Pc.All 119-ra"®rvea.A"y 1"whale 11—1 A-1 An mmt—11 1s prohlb— 4.M. 2 5/8'H cmd'all(Style 0" To 6e 5electedl Verify 4.5phe/e C t Pos Moutgh 36'Ffn 3/4'Sg 5alwtar 2T Mi (Ryle To 6e 5electecV Glosw Rber 31 V2'fin k. 3/4'fiLater Raid 4VP tt 4M O P o 5 V4'fksa r R.I g n/ 5talr/Hanci'all Minimum 3/4'LLata•Raw G earonces ———— Elevation Plan B� stair Clearance Detail - 5Gale:None I -- AsPl it Shingles 12 2 1z n 49.=O Fed To FMft f laid) 8 Lw B� B 8 B.E.Alunium bdter 23 /4950=0.4T0 tL^ight Setback Ratio 0.48 Llmlk(cmQIW) 2"Govt Soffit Vent / 5/4 x 6 M—fad \ T P / -y Srq Hgt Wilda FlQt - O.H. OR 1 5/4 x B Gomer OE a 5/4 x 8 l Bol Board y B.E.All Leader o Eg 12 0 �6 B.E.Aluminum butter m - 5e Floor Flqt _ _ _ _ _ _ _ _ _ _ 2'Dont 5 fflt Vent 6 _ N — Fl-hi, Top Plane m O Breakfast — O Wmdow Flqt 1,2, OH 1Go1umn2(B Boxed Vi J ® ® ® ® A-1 Paneling o See Deck Detail 50.00 Fra[To Frac RnpaTy V. 1250/5000=0.2 Heft Se[L k Rolm 0.48 Limit(Lomplies) Flrst Floor HO First Flour Hgt C monk Wcsh C—t Wash WWifddoo ®3 Footing Dia Ganu'ata o; Removdole cover or Grate Y Footing s Egre55 Well Note: a L J g g o=o -8"Poured Concrete Wall 20'x 10"Concrete Foothg 20"x 10'cont Footre x K/(29#4 B n Continuous 13—meet Flour S w/(2)-4 Bas cont d -Crvhed Gravel Base w/ - -- -- -------- --------------------- - 2'Praln To Daylight Or Drywall -Aluminlml Ladder -Mlnlmum Adth 3'-0'Per Code L I, and 95q.ft g fide levai®� LJ-----J -Provide"I ht Wel ht Aluminum Grate 1111z� if requiredby Local Code Seale: 1/4"= P-O" These plans are the property al GGEWEY A DEMA51 AIA "ArE Ar,hit,dt Any"=ear-,prod,d- whole ar Re51 enc,For rh1"re p1 qln are d d to a�link p" t b-12-15 artvultha"tthe-L anarlt&-Alw.I Arygmallyslg"aamsealed me GOEWEY 8 17EMAS1 PtIA p 9 A/�hneLt a"d are fen u,e rA�w�ue" DeMasl Is prohout pl.Any pert°"Al-tarp1 nen haeme a"1y u,e parse""hate mama appears A r e h !e e t s P.G. Checked uslmgplan�Mlt,o"tpropera"�"nran""wi11 ,woo fir. e BrookY. e"�eplan�. 21030 Date retponslble to compensate the Archltecl. ( / 239 LEXINGTON AVENUE,MOUNT KISGO,NEW YORK 10546 (G 14)666-3b5b onw 7 e o 610 ©avis wEl^ai' 1 vEMAsI AIA Architects Pc.All wghts rzeservecl.Any use or reproaucnav i"whole or In part,witMut ma written aumorimnon of 11—1—1 AA Achitecte 11 is pmhibtecl. 12' 1, 12" 4' 13/4"x LVL Member � (See Plan For Slze) [11--12 d Common Wire Nail ry (0.148"x 325") Minimum 5olid 31/2" Elevation Bearing Section Note: Note: lad.Rldge Vent LVL=Laminated Veneer Lumber See Plans For 51ze 4 Location By Trus-Jolst Mal(1.9 E) Of All LVL Members Minimum or Equal 12 12 /i�- [ ��FflmMl91i (I`Ffli k9 d) 12� Asphalt 99rglee �12 Scale: 1"= 1'-0" B.E.Aluntrvm 6a@er � 2"LOM Soffit Vern 5/4 x 6 Frieze I'd / \ Too Plate/ Gelling Hl Wndow Halt De51ai LoadsLoads: f/-12 � ® � EJ 0H 1 11 Required LNe laad;: 014, Fret Floor Loam LNe Lead 40 x/sf 5/4-rd 8 C.r 5ma d Floor Loads Lw Load 30 WeP B.E.Alun Leader Aft Load LW Load 20 xhf . 5/4 x 8 Gomer Bd 0 (w/o shor.0 /phalt 51hinglee Second Floor tot6 Att Load LK.Load 30W (.V 5".) 0 Fxterbr Bakeries LNe Lead 60 x/gf 4"Drawn Molding w/ �� zo Deck -W Load 40 WAlun Drip Gap Flash &adlalls LNe Load 200 xhf stars L.Looe 40 xhf Refer to section R001.4 of the Inter atlonal Rellalerl Gad.for ay addittioal Mormation. 5/4 x 4 Sarar� Provided Desigl Loads: 4"5ph - I \. m.I 1�D JFF�FH 5 1 Fret Floor Loam -Ne Load 40*N Fret Floor Hot DeadLoad 12-14 woad Flaor Lm oaLNe Load 30 s/sf Dead Load 12 xhf At Load LNe Load 20 xhf l (<4'-b'Headroom) Dead Load 12 shf 6 4'-b'Headroom) We Load 30 s/ef 10 Fo9 od a Concrete Dead Load 12 xhf F• € 4 Y 6raM 5..Load DN.Load 45 shF Dead lead 7 xhf Il LIA16L-R:All franrg lurbar to W xtren gads_ + ——— a ewe mart Floo } D las-Flr La'ah No.2abeH -- -------- L— ------ r—————— —7 r—————————————- -————————————L——— ——————————————— Ixrp� —g——— rulredl:2Maz�\ L------ —r--------------T—J� — re 1:2 Max Rear Elevation Scale: 1/4"= 1'-0" These plans are the property of GOEWEY A DEMA51 AIA �Ar1 Ar,hlte,ts Any"=ear repraa",ta" whole ar Residence For Thiers "=are vat d to a 11d1 p" t b-12-15 art fart ewrttt aaarizama"aiw.1 agma11ys1g"aamsealedyme GOEWEY 8 17EMASI AIA P 9 nr�eneat a"d are ser u,e eo�rruauo"of DeMasl Is proreblted.Any parser ar�arparanan haeme arty�u,e parse""bees"ams appears �he�kd "=Ip—lbllMlaatproN,M,aAratlarNlll� ewoo Dr. e Brook, Y. aINepla� 21030 Date responsible to compensate the Archltecl. ) 239 LEXINGTON AVENUE,MOUNT N0,NEW YORK 10546 (614)666-5a5a o nw 8 e of 610 ©1115 c-oE1^B,i'a 1EMAs1 AIA Archnects Pc.All 19-rzeeervecl.Any use or rep A-1av 1�whole or In part,wI-N ma written autM1orimnon Al--1—1 AA ACM1itecte vc ie proM1ro"ecl. RIDGE VENT(SEE DETAIL) 1 3/4"x 11 l/b"LVL Ridgecerane Tae 2X10 RAFTER a 16"OL. Epoxy bout -` Epon Mor'ta'/brnut Rnlsh FF. -- — 1/2'PLYWOOD SHEATHING - 1 (see poll B'Fit.SrEYKOoar(see rnwr 2x6 TIES® 'O.G. IS POUND ROOFING FELT _ .ice t�vood c. Mahtain 14'6T Belxaw Bdt l r ASPHALT SHINGLES ° = p FIn6rypwM�CyoMeo S�enity elle poo b 12I SEE PLAN LiGn—BrIddgkig.14,15pon 2"MIN.CLEARANCE 2 x 10 GEILINe JOIST a Ib'o" H3 "Simpson"H3 Seismic d _ J 3/4•Ext.plyrood Hurricrne Tle Or E ual rrp�° NOTE: R30 BATT RFUL ®I6"a/c Q Refer io 5pwdlwtbra B)Mmf.ad TFe The See PIED For t 51. I/2'6YP51M BOAND B.E.ALUM.GUTTER Cantil IX Pmariw Aid aSP.N Ixb FASCIA -_ 2"GONTINOUS,SCREENED VENT fills door e ail (Thin het) I/2"EXT.PLYWb SOFFIT - "" � *1'-0"TYPICAL OVERHANG (SEE PLANS) PELLA PROLINE WINDOW Note: : SEE PLAN FOR TYPE Plumbing riser diagram dawn is generic, proved¢Soled BloWng•Bo#e and should be used only far InFarmational Paw a post Mora Parallel STRIP OAK FLOOR 5/4 X 4 SURROUNDS purposes.Plumbing contractor to install To Joist) pluobing system a5 per State d Ioca1 L2. ee Flon For TlIl 5/4.b wood Lap 2x6 WD.STUDS®I6"O.G. Wilding codes. ding KW m Eq of 3/4"PLY PLYWD wa Pol(Hot) 2 x 4 Top Ran SUBFLOOR R-21 F.G.BATT INSUL. j�//_T ical Plumbing Riper diagram 51=(A.o 4x 4 wand Post II 15'-0•ac MO%) 1/2"PLYWOOD SHEATHING e:None �� 2 x 2 M Sok tern Riser dlag^am taken from'Residential Gode of New York Skate' roxuII VB'T 130Floor.hist®Ib'd Flglre P3I05.2(2),Refer to dial far all other Informationn/h) maboy, ypya p ryl�; ,(/ y Hardee Plank Bevel Shcng e Bolts o b'ok2 x 4 Bottmi Balling1�In'eta C�miaBoltsxIODeck.blst 2 x 10�d JoestW(2)I/PdWe Ib'o/c LagBolts a Jost(Bath Skies2x4 I'D.STUDS "TYPAR BUILDING WRAP" _ - WPosU®16'O.G. OR EQUALobt Hangers (3)2 x a wood 6hder o NOTE:CAULK AROUND ALL � WINDOW AND DOOR OPENINGS Imo OP Famdatlon wall Mehnl post up co WD.BASE Note: STRIP OAK FLOOR provide CC�oopeerr Flmhng a al Doar'Saddlw b x b Mood Post(see Hoo (2)2xb IND.SILL-FRE55 TREATED Pride Solid M Blocking For Swag) 3/4"PLY PLYWD a Ib'o/a o End&y a Stlpsai Post Base SUSFLOOR W/ I/2'kl6"ANCHOR BOLTS Desk Joist (6b'ON CENTER,MIN.2 PER WALL) 5dhg(sem Plm Far Tli l ANCHOR BOLTS MIN.12"FROM GOURNERS al Lul To o�ee No (or fY ,e B.l Treated or Bulldlny W^ap m Eefeal II T/b'T 123q Floor Joist 0 Ib'a F.G.SILL SEALER SaUferrl Yellow Phe W Gross idg'rd O Kid-spm(As Re'd) BENT AWMI WM TERMITE SHIELD Goppx FlaNehg i LENIENT WASH _lk IXeda Foshing Shay Not.: 12'd.Lore.Pier/ CONCRETE WALL(SEE PLANS) ProWs Oozed Btu%oil,Open R-38 F.G.ItLUL. W/2#4 BARS®TOP OF WALL Rise Stair Is Permitted PrwNtg The 0pw 9 Porti Not Permit The Y LVL WD GIRDER "J Pawage Of A 4"of.Sphere. ^r F20 rne Fla(SEE PLANS) / FNISH GRADE(SLOPE AWAY FROM HOUSE) Provos A I�'deo htndxnl At one(IJSide aPar,Attach To 4"ST'L PIPE '�, eua'e" aMetalGOLUMN b (2)COATS ASPHALT NLP. LJewrre Treated wd Ledger nn/(2J Raxs I!2'dia 4"GONC,SLAB BELOW GRADE g aarkxje�Its®16'o/c b� 6 FILTER ABRIG //�_waa� ®ick pea�� e�q tg5tagger b"GRAVEL NOTE: Qa/I III Detail 6 MIL.POLY Y.B. STONE(I6"D) SEE FJ-EVATIONS FOR WINDOW Scale:I/2"=I'-0' � d FLP.HEIGHTS A5 REQD. Scale:I'=1-0' b ° GONG.FOOTING.(SEE PLANS) ,d W/2#4 BARS 4"DIA.FTG.DRAIN PIPE T'�FICAL AALL 5ECTI®IV GONG.FTG.(SEE PLANS) SCALE:3/4"=1'-O" These plans are the property of GOEWEY A DEMA51 AIA pp,,,, �ArE A,,,teas Pc.Any ase or reprad,dt l"whole or IWi51 encs For mien p1a"s a•e"at vaod ra a welding pe„"rt b-12-I5 artkhaatwewntt aaar�z&m Afwel adgena11y51gnaamsealedyme GOEWEY 8 17EMASI AIA P 9 nr�enect and are for u,e co,wcuen DeMasl Is prohfefrtd.Any persue ar gar 111 A, n have only w1 Fe pe.san xhaee name appears checked osmg plan,without proper aufhonmtlon wu ce ew o Dr. e Brook, �. oo rTe planr. 215030 Date ruponslble to compensate the Archltecl. ) ( 239 LEXINGTON AVENUE,MOUNT KISGO,NEW YORK 10546 (G 14)666-3b5b o nw 9 e of 610 ©w1s r r a 11-11 Aw A hl1,-All wyhK ras®rvea.An"sa o":gyp,1-1,,1"whale 11e 1 cenul AA menta Po es prohlbl a bereral Gaditiors: Duct Insulation: S'FLIFIGATIONS,These 1,spe rnkiore as,maW in the kne Lechach E An NDAn01V:Stall cI sunt FRAMING:1 and h of to entre oar shall,S dated ASPHALT d an 15 ROOF:Shall 4n 30-y^sells asphalt he .SUPPLY:Water[in I n street ar well shall oats in u,canditbred attire o aNsiae the 99�an:eral form any and rot spectitally fa ay are bnldhg. Us kteg edtt.n a PneW<a Canasta Insttute pane,level and dab eal a ov wiled.bets,stuck ad 5hivgles lard an IS lb.roofing felt sa extended to ll tn, with a hNrny copper ppe ad 5'PPy ills owler apply.g these specificatkra,names Specftation and shall be plwb,Straight,1-1 ad eve. suffers sroll o aabldi above all apenY,�.An tanto entre house shall o supplied wth both rot ad cold Wlldhg met oInsulated to R-8. caryleto reza sbilHy for then use.drrgrz,or antsbns. Films to W properly constructed to 41d concrete. h,al,rs shall o rarected with molal pl,t na[jors. R00F VElMUn0t4 Ventilate all attt onid rafter spa[e5 water Me NO proper sized seemed ridge ad sank vats s by mama r'Ol4 PM aVPropr Rebs dots b nMGowd oaks a outskb the Pro+kb(2)m4 bas located at top and bottom of wall. Pablo frons,c xbr all partitions paallol to frowning Sizes brvrn L.e 1 ) Ices,on.Bd4'sib man each bat,ktdery and btlldIN met W Insulated to R-4. SCOPE OF WORK:Th,Cmlractor 51.11 proWda all ktor, All reMscng bars fa cmcreto work Mall catam to of pets,shealhi g and rafters as,shown m plans.RwYle Plane. Im".Tho.enter resistant hose fitt"Moll be mntsbls,.pplwr,,s end a{uflnsnt requrad to r Rota ASTM.A615 gado 60. soft bloavq Kolar all posts.Contracts to pronda all f W ssWined.provide aok-ly fa wader dere MoNa. 5gpq dtcts in:,ncmdttiored spaces met be nsulaked all suet etc,as sawn an the drwhgs Waseay far Walking d all MA-11 over 10'-0'Ing,s all horizatal 6YF5a4 HOARD:V2'wiled with roes nils accwdhg to o R �c 1N Job,unbw otherKle speGMod.All material ad MA501dt7:C rata block 4411 W bad bearing laid furred spas at 10'-0'Intorvab maz. madahr '5 Specifications.All Jogs to be taped ad DRAINAGE 5Y5TEt:5.11 to Installed in scord Retan dais n .ordtwood ( assamle) brcn5hlp droll W M good gouty. level,plank,ad Straight m a PoII Led of canont mato rawiw tlroo(3)coots a M c .FhIMt to W Mpava ex<r.P! (TYPE 5')Nth galvmted metal irvss{yoe ties J0 d with local cotes ad wtllnar�ad shall W darylate met W Yrulaked to R-2 TERMITE sNI9D:Shall W WM aamran KIM sealed vroolh sol even,read]for lot".R'wWe SR'lyse with copper dulls ad coppm'vents,tw traps, 0,115510tb:All written figrw(rotes and dmaekme)an e 24'horlzogni nal verbal.All Joints to be well tooled. 6-piped pots(refer to.11_u.far other InFomntW). 'X'q_4 Ward d bah ekes of garage hos fwlb and clomouts,etc.1."d to r vannt Sowers Septic syStdn. Insulation b not required an return dwts n bassents. Do floor las or specifications Mall take precedence over All wok 41all conform to A!A 550 code ad all milogs.Abe,provkis 100 5F mm.sus Faroe. SILL PLATES:All wood SIII pal.the rest on concrete a Dmfs,ander concrete to W cast non. b»nf I (Iemtws).Do not Scale ifs,al reMaeenlent wok 4ia11 conform to PLI 318-11.FIII top P Duct�ianatrULtlDn: 9"�a Pan Wo ceases solid KIM cement mortar. masonry extabr walls gall W presmne preservoOmij WTIERri AND LEADERS:Rode baked al 1 gAL- FIXTI)RB.As Mor,an Iae shall be AMRIGAN dm-'ore m-'I- t W vodflod bJ tie contrator Wfae stat of troatod n a:cadmce with AWA gmxbhc S or sliall be of ane leaden m sed.All leaders and to be P All Flt„Manana,and carectws,mut W Sawrel corctruabn.Any dlerre(xncles m the Alae or speclMe- tl ltat heatwoo4 of redwood black locust or all Ytt nem. gktors one STANDARD,KOHLHR,a egwl.All exposed frttFag and Jo y cations,met be roto the Arch1mt or to to Shat of MASOMtt'C""'Ey E FIREPLACES;N4tere SI-on el'lre4 pfOl�'y arP01t� p to be r,Nnme plated. fostered with welds,gasofs,mastks(adlesives),mastr, Parted Pro the shall be pick ar Stale Kara a and laid cschr.All SIII plates to he set an fAxrgless 4111 sealers Poe P WSMas4dsd-Fort,or to Pct b not wed. constructkn. Pte: of P Pes� Pawn M a NII bed a canaR mato with well tooled pMS.Flues I roMcle GN:5holl W ferg Ws boos Kish vapor earls. 5EPMG AND NHL 5Y5TENti:aF Ired)Miall conform -Btcepllan-CatFeacly welded sol locklrcj-dpe CODES,All work ad makrbls met conform to.111-1 to be fire clog,sire sawn an the pare.provide cast GWLAM BEAN:Shall be No.I Daigl Dr(mh.FIr2200 Rode k State. as per Ereagj Cas,ervatbn Gude of to all remenfn of the Bal of health. Itudmal pFItS ad same on dots operaGg 3 lase GIm and The Reskantal Dade a NYS,National Barol of Fire Iron dmya,ant pit ad cleanout down.provide for PSO. Nov Yak Stake, 2 m.Wg.1500 Pd. Wderrrlters, Gonservalan Cade of New Yak proper clearates with asbustlble eas,Guetbn.F1'e- Cell"Zphhg aft- Rao Ducts call 0 10 feet or h accordance, at all cleanses with am -tole materal. IAMNATED VBA BEAM.Shall be Tffirolan 1.4E• GeI1Fgs aaLL�nnq reol: Rao Eloetrieal: wnh ala maefa G ia wet State ad requlranmks of to Ea]a Fealth. top Eltherlor Walla: R-21 C!,a taa Mna11 acne proper cearaees of chimney ad by Tme.bet MocHlon or equal,mn.fb.2600.Insall Flom over iWea[ed Rao Electrical,)stem to be deslged to carply with NFL TO ALGEKABLE B)ILDING STANDARDS.Irekallakbn of fnWlace per N.Y.S.Bull Mg ad Berg Corns. ==01=1111=111 pro maaFachrer§Speclflraklors,.Instoll a5 per Spates: epecttatan. GBo11ng d.ee Mih a torior tculatan mut be covered with atsbl5 5W l caryy with hdstry sbMards a5 otlWed maaf =01 spec1111 111 a vops retailer. Me national a socio n or Nabnf of matedal PM FAH CHHE'AM FIRNPUGE:Ilutallailm d TIIB tf A: Electrical:Provbe a mhhan of 12=08-200 °qu qap eFds flues vol fire laces Mall W n stwek aeeadave KIM PLYNOX JOISTS:Shall be'rJlflro'.oleo 6y Trus big mP•or used.Acceptable assalaHons Mall hcade,avt one net ( P KxHllm.Install m nlFecWerS 171caG05. GBWIC TILE:Baas,ad lav floors to-1ve matt lager,If requlreO fa sears.C,.W-to de dent Ar fliters one required n Ude return air systan. Imrtee to,the follow Western Ybad prodnts Assoc, nauFadaa'S SpacNtatbn.Instoll Frostops as reghed per Wer °t4A1 Locabns of mists,Nzbres,etc,as Shown m code.F lace..11 W molal fm with I galazed cerank tile eek n Mln�et gnat.Iretolbkbn to W fie' Leda Shake f ShFgle Bu'ew,Kick Indsty Antic,ole r� P's eagsatlb s 51B FLWR:Stall W 3/a•rtG nterbr wish exterior g11u latest edikbn of Ud Tn.Caxeil of hrerira pias.All eletrk work to corfam to to Notarial Bond The HVAL system mut provide a means fa mlancing Lowell g America,Natbml RooBq cogrnc Assoc. f e ad 4411 be UL Ilted. pywood glued ad sa swad 0 each f-lq nenbx S Pet �- of FW B Uderw•ters Lodis.P-ld.a Ids doair and water a)stenr,. Amdican LarreW IrstlWte,efi. 0 IFkatkms.Careulk Mchtect Darr settlng methods one to oll ad . c FIREPLALEr.All foplares 6.11 hwe to sn!glace fire6'dc.e be used be vorify floor structure,nb nal system MONer wall to Temperature Gomhls: MATMALS:gall o otalbd acc°rdlg to the maaac_ doer,ad doca pOvOe s,1, e rtaetan ar K ks duets ad %EATHNG:`Stall I'u 1/2'° or grade plywood wiled receive glazed[sta=le the set n waste 6'h khl) C��,W t ems a!oM mare(vat N tou-erS speaflcabns.All wok s.11 cagy lath<ppl'ca- tangy with to N.YS.fitagy Garde. to sant kann9 meMwr. Roo wats-resbtmt eenndnk brier boa to Wb exksbr).Prov tall as code. Fah dellirg Inn has at lent as,Uwanmtat apable be en ctwe of the state ad btal dodder,ad the 11 Maven wall and wet nem. per of atomakkally athq the Space tenperatuh.Set g�O y DAMVDOFI%:Fasdaion wall Mall W ed KOOD DELKS AND RA1LM65:fYere W owh an pias, Goaracts to ide snake t heat datatas with point a as,larges}}.. acepted searh'ds az I'sted'n the ztoke WOldrg code. GOOF 6.11 W heated No.15autlem llow, PCCZ55MIES AND ATTACH-ENT5:FYovbe tern lIC prov ale. wth ba(21 coats a aspnk r.terproaFYg suer V2' woad.Allals,olio and all metal fanterryi to be hot- accessories sen as So digu holder,2 towel bars cattery bax"aP(see plae fs IotatbrJ.Detectors Mall SITE CONDITIONS:The 6derol Cadractar shall verily <elrert page(black wall)s rased ova h(pared wall). ca Pyo conform to all gbplwbb cabs ad gall be installed m per Eleetrleal 9 Stems: all taMrtwl teFare zdania' his I.No albwace capped gaNanketl steel,Milton bnroe a copper(zee per oM.Rode mlrrs meaIc tablet.KIM Ikftk suer. Wild code. rg prep, fravide 4• aratoe�pipa footing don laid in 16•M'we r J detail. Rode famico stock vanity niers Mlowl an plans. 5s, ate abctric meters are r d fa sant dwell rt forextra kluges will o permitted Incase of lack of with b)er 1t hj Dran to=.n.above gaud pa etffre ng unt. kroMedge of Ge m deans pewlkr thereto except as or gone dir"ll. BRICK OR STOW VENEER.Shall W as Slo n ai pkre, ta:tro for to Frwkb ntercarected smog E rOrbo,dgedas otherwise spectbd ebewlere In to contract decarents. laid h cdrert marts with galvanized natal well 05 24' Par1tIAQ: with attery ock-oo(see plan far laraW.Detectors 51411 Fireplam: Each contracts will be reopmebla fm Ns own o ghs- OAMRO.FING,Ruuke a emplea TUFF-M-OR arizalwl and venal.Reside Weep holes nt 4'oh cafam to all ppliccbIS nabs ad sholl be Imtalbd w Yg nal kyoa nee to owner les eShbllMed propaby 5vksbr Fouebtlon Ybkdproaiag Sporn as maz. rogred(open,provke TbrtdrNet'at 4ttom ENTERICA:Siding,fa,cias,ad trks call r,caNa a.n) per Wilding cone. R313.1 and R313.4. Freya sit murk be hstollad with tkft fMing rem Imes ad mint1 ranter of bsa,NarkS.The aantrats am lm=by KOCH MATERI COMPANY s 0 uwitlf.All joInt to W n,ll tooled.6r'ck,War stare PrP tact ad one N fns,coat a exterior gas ar radxetbi,freplaca doors.F"paces mak o Frwked Miall_q all Imes,levels sol din-1 ms M ms an the egad.Rode 4• perforated PJG fodtq draw laid n Anil W selected by ower. pant. Kiteham Gabiriat5 6 AR7 wee: ttn a sante of cadaetlan.r,as req sed by the a'ol and.111 W ald hole far the dor ctr- Ib'deep(mW Stone KIM a bier of Salt hay aver.Oran Fireplace cas,tructbn praWMwe of as,BuIld Cab a Kp roSPorai HNDOWS:5411 be ANDERSEN Perms-Mtleld s 1 INTERIOR.Nblb to receNe ale N coat ad one KITGF@I Cq'BI T5 4 APPLIANCES,provide stock New York 5tahe,the Rea,=I Gude of New 7ak Sate s and seMFg out of his work to estfbw dwue ground,mIn.30'ken horse,When rat s,4 P to NeK Yak &Ilam Coda,as Iicdda. pdmlaod,protide drywall. Nh' wish neulatecl low E'glow nal screens.9w N fhbh coat of Iatax or oil flat pant.Plug hadKood hondnood wish Iwq fh1 h s kmhatad pkstic ubirets GN 9 epP OW1Ht5HIP OF PLAFG,These pros one the proprrtj and hope sawn m Plans.Rode tempered glee wore doors to recesre one N coat of skarn ad one N coat with lanlrcted plastic top ad but splash as sown on, of boawey F Damas4 AIA Prchitocts PL.Pry Inns DPM'ROOFIN6;In aeras 0 high water We or Mersa Shown orwhere withal I8'of floor. of sats poyKeMme finish.Six(6)pmol doom to crawhy.P7wWo dISk(.-er,wary ad rage with hood sar*a tater Naatlma: reOroNchm,n oval or n pat,wlthwt as,.•isles llvnter cadttbre an known to exbt,provide 2-pIy� FREWH DOORS;9a1I hos ANDB16B!F-t ood a receive an N cad pAna and me N coat of Seth ad ednrt fm ova(vSg to exterior).Provide dye veahn Fyaa,meters KIM vertical seas met have a heat .albs a Gooney t Demasl AIA Pruhlkects PL.b mopped felts,55 r"roll rooFmg tan tap of fooktp to sgKal Ali terr�pered Imubted Toni E'glass and screen morel flash.Floss M be sailed ad receNe me(ly to sxter&. p� y prohblted.Ary Pa50^a rapaanon ustg pros wrthwt Nil Toch.AI pints as to W lapped ad seal nth coat of sealer ad one N coat a floor polq-these, m p m both ale Inlet and at A moss the hater heater 4S c props aNawzaGon will o bb to tompaneato .d.shoo glop fmish. 5it8 tart.: hkagnl oat h<p or b pat d a&.11.g sfstom. P GEDAR 5fIN6LE 51DIN5:5.11 be Western Red cedar Insulate clrwlatFg hot water pees to fila levels n Tabl I. de Architect.Thio Ian b Fs taehvctbn of one house m my. Mseellmeous Metals: n les rod ed sus M b.5h lea call W TRIM Atm MI5GELLAFE�WOOD:gull have are 517E WORM:P-d.2'blacktop drIvmag 4'gavel h9 vWa' h9 Ease to Mtrest.Sidewalks to be 5'mise,4'connate or 6ilrculatl Not tater tem: N p'Fre Kat ad one N finish coat of Matin enarel. .not p provide p periodic job has rot Wen retained ac by 51EA.Stall cafam to lSTM 5peclFlcatbn A-36 for a. gads perFecGans 00'l)etgb colrred(as SYarn 12'flagsGxe lab n scat from Founts to dtvdwy. a to provide porbdb Job FepecGas,or Job adnhb- sWchral steel. m pans),mitered corrers. Meati Rrovbe iop sal ad seed to all sea.elstuhed ty laulnta cnwotFg hot water'pipes to the levels h Tcbb I. o tr I Plwrhmer of tle piano gall assure PoII hear- catsbvctan. rjwhm Foals: sblmb5 far any deviations or chagn to these pias. MJTGN BFAh6:All Steel plates gall caaorm to A5TM fEATIN5 and AIR 00NDITIONN5:51.11 W {red IFlekwe Aa15 for shvchmnl steel.All bort rotas to INTERIOR DOORS.Intodor cbas Mall W 13/8•flesh Pero- Insulation/Bis Code: � shall W 3r8'flK;h b dons a as r ay5tem compbto with bolls,"fc,zee aantro, 77 All tented swmnFg poo1M met have m aJoff heater E%eaJation: W properly dillad.Tasted ales are not aomptdib. n'a° 901' P� thaimmtatas,oN tank sift Fa 5 zaleS.PraWde dareste lagag gain gads parol p.-W g unms,carybke Peter to RES C ECK'enery M4 attached to pans or .&an ad re fine a cover dInless awn 2J%of file hexing FOUNDATION:6carate all Bath,Winders,I-and ANC}bR BOLTS:Provide I/2'ala.)1 Ib'wO hooked NO. Nish hmdro'e ad casing.Siding,b-Fold ad Pocket dons hot water toll or Separate eMlatFg Mahage tort If flmd to first page. energy Is from nandepletd 1.senna.Pool paps In boller.Provide aF handling mho,cmdermas, o a kms cock sof!rock to the los ad Mtaed on Me davl Bobtoo laced 64'oar.mm,12'min tan carer aha Miavn m pros,conpleta wth Ivabac.Rock a require,depGe ngM. p self-cies 'L'keel laureled Boar ad fmre oWem FIw aced spply dick and vents to each roan.F1aathq aid INSLLATI[:N:Shall o fberglms oN with Poll faced v[por All footers to War on Solid,.dbhrtad earth.Evcarale 2 bolts min.per 9111.Caaut Architect far ltoring In � re Itg system to be do"std gramteed to ra}a a bmrler,'R'vobe to o:Eterbr wall R-Iq,caGed al NeQt Fl9 4�Ao(I ng non l at 0rl: far all utI rtW as reaphod. oarr seianic zee. gaO9e to tle latest A51RFA spec RN I ms ad the IS"Cade coning R-50,.1118 onel1oohlrrqq attic R-30,floss---- EXTERIOR TRIM:S.11 he ragh sun coda or plan.5Re Of Nem York State.Will System shall W designed and g°wgs,cmtlbver aileron space R-30.Pack Wulatlon HVAL p Yg fluids dove I[S degees F a FOOTINY:ro oar 12•obw Io of Sold K,altaod and skpe Mown on plan. gxrmteeal a manfain 73 deg F Ydoar tmperaGre h all cwttbS armed all ederar NFrbrs,dons ad alar dolled Hulas alar%deg-ees F mut W Inwlafed ho Be Bath.De51g,of footings one based an 2,000 psi Soil.If Soil with l°degees F aFdoa'terryba'amre. openingslevels In Table 2. oaring cmdkwe aro gsstbrable,caWmtor shall carult Decay Design GadiGan:Slight-Moderate INTERIOR TRIM:Shall te stock-He.a pre ad Moll elghea For Footing Mz'j,.Sloped footings M.II W 62 o reakly flaed ad mlfer°d ad cartplets,Neluaing DIIGTS:All dcf M.II o Fab'kated and rigoly AIR LEAKA6E:.bms,peretratbre,mtl all alar such Mninm Insolation llhicnten for GrtulaGrg flat Wats Pipes av tape.Proves(2)m4 bas coglnxM(refer to wall Termite Desigi CadR.n:M1lo<Y ate-Plenty. dwre ad wMbw casngz.cprae.ad stools.ase at to Wtallea with requrea arming ad spp°rtr.The man opens Js n the Widlg emelape trot as,zarc�of lnsulabbs Thickness a Indus bj 7.SO. wctwt).All foatigs ben hq from rockW soil S,11 o fear.Llosets to hors aro 3/4'sot wtth tbtlles pale sfply ad neem Met M.II W lalated from the heat. Ir leafage wast o seal,. Recessed Ilgllfs mast o klsatea Water Non-LKulathg Rnauts Lrv,latng Mahe E RKha� rehfaroed NO(4)6 baz(b'mi,.an both Sides d Joint). EoSIT Loads: addq.Wy scpported.Liren closet to roue five(5) aha blows by mean of Fork insulators.Provide d ct 1)Tyx IG ratea,s 2)Installed olds m rypinprbte Temp(F) IIP to 1' Ilp to 1.25' 15'to 2D' Over 2' Dowel ad ph all foalinrp Waring M rack with a slope 3R4"Molyds. dorper far each ran.lasuwe all ducts boated n garage, air-light,,sadly with a OS'cleamco frau c tIble 110-180 05 1D 15 2D First Floor Loads Live Load 40 mhf attic,ad:nheated seas. geaer than 1:12(30 dageee)W s4 dowel,0 24'oh Dead Load 12 ihf nnerbls.If nai-1G rated Ge Fsdahs-t be agallnd.0 140-160 05 05 1.0 IS WOOD 5TAIR,provde oak M,ad star,No shorn an a 3'cbaars from heulatian. 100-130 05 05 05 10 GIs kn.RroWds rarpbte 4rdvood ranitty ppoos5t,revel, GRILLS At02 RE615TH15:Rovicle sfply nal reWn FIN15i 6RADIN5:Finish godi q..11 be established to 5O-d Floor Leads LNo Land x%f o (q'w/ I/8'riasig•closed stall,dear pne regltd5 n e It roan.All of ig gilt to have VAPOR RETARDER"[red m tie Kam-h-NMer Mnhwn Insulation Treb.s4 fs HYAG Ppe4 prwke S= dolrw>ge M all dl-U-away Fran Us, Dead Load 12 sof and clusters(412'os.nxSO.as requred.Stair to ow olp(ob d�,rs She of all ron-vented frowned callings,walls,ad Fbkl Terry.IrwluGm Thicnass h lakes louse ad ezcwdad wets. and Winces,an open ekes.Star 5411 be glued and Moan. PPI g System Types Rage F Bg Pan Sizes AftALoad LNe Load 20 ehF sMu and rims(8 G4'maO.Rw ok oak tread ret- BALANCING:Heating conlrator 6.11 balance entre Heafng Sjstems 2"Ru.uts Iand Lew 125'to Gorarete 4 Mcsary: (<4 6•Headnaa lead Load 12 ehF wedged.Ail Irks to o mitered ad god.gar shall be house so Ma.11 roam heat army to Me required Material Identificakiom: 2' 25'to 4 Lav 25'to 4/T 201-2rA 1.0 IS 15 70 fdarlcaWd n millMup ty c cool star-WNlder.Tho tenp-t re xis an the Unermookal, M.how.k and T 1p-nt must be is,olled h a-.cordance Lav TenperaW dry 121-200 05 IA IA 15 h 4'k,'lieod'oa� Lore load 30 e/sf B tar tll sl S's 61d Iknce KIM local t state Weathering Candles:Sauna Dead Load 12 skf gMreyal contrator Mull W r�PeSpo his,to field check nal P NmtM NO Ge moat h-le Installation Ing-bons, 9 foldem°1e GOIfGRETE:Shall W a mal.F'c=3(X10 ps1 empressNe Wlltlm codes. � H.W.k and eTlprent must be Iddrti lad So that (Far feed waken) Pry 10 1.0 15 20 !re)M for foatYry E fandakbn wall av1 F'e-5$00 6rowd So-Load LFre Load 45 sof g NY%2K MCiUDEO;C Iraetor M.II hmbh all labs, eomPllo e,den W tbtermined. MIX= stremM f'-'=' a pashas,steps 1 gangs Dead bad l thf FLGO R<i.Ybod floss M.II be 25142 StripOak Mecnael materiak ad r red o full can late Marasbrer wail for all Installed heatrg and cooling Gooldng Syskms Moss.Caxreto Mull 'Ar Gtmh' tool ar=.t li °gipAe. ° y P edplpmnt or solute.star heatFq ecppn.nt want W Coiled Wokar/ mlled to Jolts suer a lags of rash paps.Gonpasltbn all pinmbtg work srnan pros. entad.Insu1Wm R-values ad T U-Paton met Rsk 40-X 05 OS O.Fi IA Mall not be lees than 5%or mare than I%.All caerea hid Speed Deskr load:110-100 aph fess s4II o Iib' 1 Set in mmtic an cakrg.,or pr g artg kgaat work shall catarm to the latest Ameri an Ccocrete 518'exterar NG pljri aderlkyrert h pet asm. MbFNKS:All pippees5 paSAlg aPaKfl roof Shall retelVe be cleat'mated an the Wlkng plane a spedflcatae. Md Bra Below 40 ID 10 15 I5 Ingfig(AGO gAddine, AMBER:Al trammg knicer to be Shen grace Daglas FLA91 m rota,Strapped ad Mtad to provide Kator- C NCREM FLOOFLri,Shall have a areotK dose Steel Fir lel No.2 or balker. ROOFING:All chtrndp slnll o Iy foNd. Proof Seal. trowel fmbN wtdde to receNe canpasttan flwring. provide se%" IYg robberls al. membrane concrete Noon n Ilvtlg nem M'.II owe 6 mil.poy (3b'coke am)at all ewes,openinge,he",va4np,ad TESTIS:GOOIrmtor Mall test all water,bMuge, vapor barrier anal 2'x 24•(mN rIqk polysGr'ae faun ridges by WA brace ad Campay or egwl ace ad ad vent piping In cedar dth local codes. -lot.crowd the Pdimater of Uu sub,while Slab watelslibl<O.All rooFFg M.o hsealled by gwltled b wrthm 2'-0'a .Pitch all ad r'oofrq catrncta'w 1n Mertt acavimca wllF maaFa- 9 �°� Prh toner specttcaktons. fes for O'aho[Jo.a/6'It.Mob These plans are the property of GOENEY A OEMA51 AIA �Ar' A,,hiteats Any on=e ow wapwodi t1o=in wh or Residence For "l-pUg1,are valid da a ilNt pe i/ b-12-15 art wltha°t fhe w U[t,aNha,,h n al sun 1 ,dglnally sign a am sealed me GOEWEY 8 17EMAS I A I A P 9 nr�hneLt and a�for u„co�rrucuon os,°non �� d o a pew.ns pNldho t d.Any p,IN, ,1�arparan°= ate,only dy u„pa on.has,nam,appear A r e h i t e e t s P.G. Checked i=ingpla�wl�,°itprop,rai�°nRat°nNh1� ewoo fir. e BrookY. ann,pla�. z�03o Date responsible W compensate the Archltecl. ) ( 239 LEXINGTON AVENUE,MOUNT NI 0,NEW YORK 10546 (614)666-5a5b „nw 0 0 610 ©cols c-oE�^£Y 1 1E 1 AIA A,ch=ects Pc.N1 119-rzezervecl.Any use or rep-d-1 v:"whole or in part,.1-H ma written aumorimtlon of-1.1 1-1 NA A h1hecta 11 is proM1ibiteA. GENERAL NOTES MATERIAL SYMBOLS GENERAL NOTES 11-11 —1� 1.17 11 5T 72,�T=Z —'sIN— --E `—N IIEEN M Mll—N— 11—A RErexeE —11—Al—17-71-111—IN F ES«--El IM 7—T—W NZ A .—0. 1 11-1 IET��t III 1711=11 1 117— T7 —11N 11—1-1—— '"Z 'ol` T= 1ltft- II� `lN`EVI`T 11 T7 .1 1 —E-M�a-5-,ETF,--- N, —.1) T. NTA N L T, 171117- -1-711-N 7 sAs —N,l AL �L.OT�N, _N ONl,- T, N—H 07 Ca -AT L WEN --L- ll�T T, PA �-�.N 5—L T, —I*— A—1-11 1-1——1-1 T —1 1::TI:l-A— I LLZ�,��-1—TIN H IF.—be rlF E,-1 —1- ol —111—.1E —11 m— E I— "AlI —111 11 »A Lll` —N,— "`Z 101 1 11 4 l T.-I.4AII T�R N AN7��F;�� 7II.F I —T-1— .1-T LEGEND 1-11 1--IN 1-7 .1 1-1—IN 1-1- 1-1 1-1 —Z AT 2 � 6`1` A" A—I.X 35 7EF A`l= MV=�` —rl- ti -IN, —1— NIN—INI—1110N AN-1 �OTE,�7�E'ETUVT Tl �7 'ENT ZLT '� A.A7`.A' wR L-U—I-- �)5�121 T�TIE -1-1111-11— (I �6 —T -R�,%A_N A, =5,A I L Ll. IN All—l—.1 Asp,Al- ZEA71=1 cares.— ,,—A-IP-1 —N-- T�N A 71= T� F IL IE Al -11,11N 19—1 A 7 =AII77X.N_VH,�ET�E 3 T-T A1 O JN_F —117 FASTENER SCHEDULE cl CO 0 1 2 3 4 5 6 GENERAL DEMOLITION NOTES: GONSTRUOTI ON NOTES. coDR 1—ALL—l-,IEMounov cI - ARING WALLS,PRav1YE ELECTRIC SYMBOL LEGEND LEGEND HT.ALL ARu)I—TUBAL I—H—I FLAT FRAME°z v NAILER. SPI o ET-11-11 0 E .-1 11 IINAIN INFCRMAr1oN.—NAsEcnoNsIEraLs,ANI—111cA.TIINs POR AIIIrIINII Li.SEAL ALL IUll—ANY swrccHES Ar E—IONRG HILLS. s v ®N ccGRYIv.Are wlrH cnLL BepoRe rcv YIs sHALL BE sEALEY WITH PROPER sEALAN, c PRICK To nur Exc11 nvTA nnou. ca ALL eT-reRloR—Is To-wsuLAT®ANI wEnrHE¢A-1—. ® H O EMcre orve.-rack PLE sroneIIR < RECCMMEVYArICrvs ANY ApPLIcsaLE caYEs. INS rI MArvuFAAruRElxs 111 1--IINIIIIIN INT IwNER Avo SITE PLLIN,—TY rPISA�IFOR ILL e—.1,11 APPucASLE. _ vE PLANTING DURNS rq 7-711-REPLACE PLANTIN E POSTo REMOVE Al--EawL.REMwE AVI srIRE PArIo SrovE.vERI wI��rH ow+ER ELEGTRI GAL NOTES. Avo RELOCATE ExIS_1111T 11 rIrvG SHRVBS A5 QUIRE°. LANI-cAP R r D1, -11INI REEB ANI-HRUBS Al—UIREI.RELOGAT£/REPLANr GR ro 1-11 WALK-THRU./OWNERS PRIGR ra n AA 111 11 O FIxTVRES 8 ELEDTRIDAL wIRINS A5 REPVIREo FOR nEw GInSrRVGrlan.111 1 11 IL DAL D6 ESrprsv ANlElI RIIF SPACE EEA)1—A—SPADES,STORIES,SIFFITS,ioP Fo R To F—IIIE PER 111—ALLOWANCE FIR rHE ^ MSo E, rcJENo BElY6 HRElASEIHI E L Dw VENTS PIFES cH 111—11151.HOU5E1. ��y eE TLRNEI OVER To THE WI+ER oR afHERW15E IIR C Y B T Rc T cr. IIKTS GABLES AND WIRES AT DEICING AND FLIOR LE/EL LE(MArDH—11 HO15FL ^ VI` p III_ DI TTtL cE55EI LIGHT T-11E 5 YNIrE FAY "IN 'a' PORTION of EXISTING INSTALLATION NOT BEING REMovEI.I MIr IAMAGE ANY 5MOKE-IEVELOPEI IN-I NOT GREATER THAN 450. FJ_L HAVE A INN— I NI 1 11 1 111 N/a-N-IT All A A MINIMUM.INTERMEIIATE RAILS SHALL BE SPACES No MORE THAN 3Ye" BE DETERItInEI Br OwrvER w/ O ALL L-1 INI-5 TI YA11H IINSTRUCTION ARE IN PROGRE--. T pINISHEI AREAS WHILE I AI P R ER AIIE. w I ALARM-ARE Ta BEAM=REo ANY INTc�DxotiUw m p P.AILIR AtiI PINK Ta BE sELEA,�Br awN� ALL 1AIrl.I.X 1.1 NINA— N ANT'X NI Al AIA 11 GrHEwNISE r�rm NT ARE.°"N MAAIRIAL,Lp�«N ANI o"Da,HNLe55 cI - A'ITMy. � ART �W © REMIVB exI5TIN5 5I°INS,PBLn vApIR BARRIET:,�REI.,IREI. D AEavE_ M PLAsnD MEETING NEPA Ees I E;�MPT pR�M RE�u�RE oLUR 111 11 1 II MINsi RE pAAI�INle 5 A TIES ANI.A.— ra rIP PLArEE wn>.MErAL__N. G HER H ¢z 1171111 NI ll�f NA-Il 11 LL III POR Rr BR DING PRIOR rI ANY E G rR IND BErwEEN FLIGRE Y RG pENINGS q <o ALLU IEMILITIIN IRKTE--- w W og Q O OF EDGE EDGE OF DRIVEWAY ---------- -� A ANII-IN All 1 rr y ___ wINIIw swEIaLE Q ti -o,"x -o _ Ao,EI BA-E H C a ----------------- MP AIIITIIN '�'� EBLUE sroNE pAVINswIIE srotiE IVEa �� I—ANN LL v r REMAI P P, 14 '§"E.s. cam;" WELL PARKING sNON se sa Fr nrzEn E EVA IYN AREA A— A ¢oI C BODE EXIST. I I vEo F '�TEMP am:e NG To vo 1 vuu<wnr I ERv1oLs I R xIST.Ar 1 NEw SOIL _ Lr d EXIS7INO r— ----- HOU5E � ��w s �w N, 1 Ih1 Q 1 O a a j _ ill 5° wsm Ns L .wI-reps ro ReMAIN II www WELL t E$Isr ro—AIV rvEF� ExIST_wIN.—WELL o L HIT po ReMAIry RAIurIe Y �—" `-- - FOUNDATION PLAN VESTI6ULE PLAN SGALE�.1/4"=I'-O" IMPERVIOUS AREA GALGULAION NOTE: `OGOUPANGY LOAD EXISTING iMEERV IOUS AREA REMOVED=1540 50 FT 2,185 SQ FT.(DROSS AREA) _ NEW IMPERIOUS FOUNDATION = (56.5 50)FT U5E GROUP B.100 50 FT,PER OCCUPANCY NEW IMPERVOU5 WALKWAY = (51.1 50)FT (TABLE 100412,NY5BG) "`— TOTAL OOGUPANOY11 PEOPLE(-E55 THAN 50) NOREA5E OF PERVIOUS AREA TOTAL = 59.1 50 FT THERFORE IN5WIND DOOR 15 PERM15515LE(1008.1.2,NY55G) 121-1 ail; )( ,E PARTIAL SITE PLAN ALO O SCALE-/8"=I'-O'• Lot Area=I I.8495q.N.,0 Ac.) 0 PLANS/DETAILS 0 1 2 3 4 5 6 LEGEND INE Z�lTRI slolNS �hsc—e INLIIA VVI SILL RAL, PRE-PRIMED PLAEOA IINes 5HP es SOARv IS p.G,----------- oE ecrz srznvEA CEox PLYWoov o -�� 412 HURRI Nupnc spec ilT CANE CLIP®EACH RAFTER _ PRAME covsTRLrTIov 0 -INTIce ASALTeRNa.TE we EOARos olsnRE FJI NI 11 11 1 RAI LODEy srANnARosEAV.iz'—1ATERIAL COLOR VERIPl cOLORs.Ia ARCHlrecr PRIORNSTALLAnorv.0 'L sr.LEur.ERrsn11OozROOFPERMETER.PRwIVEHNeACCEesOREs ITLILE IEAM—oFFserA,ELEows,—scasENEC1CE1Lwa EXTERIOR(51 DING) R ARRAutt. MouLOINs �% SGALE:I/2"=1'-0" ^ oEEV vALLET TYPIOAL.6..E rIMeERLINE OR APPROVEV Eo.EAL. rrP1cAL SLAB Fa-I Al L. A FLASHING HINT TO MATCH ROOF 11" HI-E5,ua x PvovloE COPPER AT CHI—Er -PN' 4"GONR®TE 5LA5 ice'a © (25OOp 28 DAYS) E,I--� grocoas,AHEAL o.ASINe ANE W/6X6-IOXIOWWM ,E-�O allo ExreRIOR PerveTRATIONs r ALL v[s,1-1—1/1ALL LUNCr1— 6 MIL.POLYETHYLENE VAPORTU�AyH^J u -0 AT LL BARRIER(LAPPED 6"MIND Q W r 6"COMPACTED GRANULAR FILL L4 WATER SHIE f AT ROOF SLOPES 14.I V VALLEr/ 4®I6"o c rloNsLE-A.vEs(ro MIN.sa"INSIVE PERIME SER wALLsl H�pLy�.pa UNDISTURBED SOIL OR V� EEN FI IMILAR MATERIAL5A T OSB EOARp APPROVED EOLIAL -AlUSEweEV WITH TAPEv SEAMS W ANn PER MAwPAcr 'REcoMMENnnrlorvs. Woapp Eo.WITH V IAT SEAMS INSTALL INDOOWOUTDOOR W sHINeLEs rO MATCH Exlsr. CARPET ,'-+W h5 ANv�ooOR OPJ N5s- FLASH Ne TAPE OVER A.-y SPRAY-AM SEALANT. E FLASH Ns,vR PE ANV WALL ESAT 5 LLS P-11E PA __H N6 OR FLASH N6 TAPE PER 1 2 (APP e NEf�W THTE I M TEV EXT WALLpSHEA-T v TCa REMAN a zx ZT� ooMP,N✓TEo P u rrP.PounDATooN N s rc L NEs Hvnc sw rcHEs cvrLEre ur L x eoxes / VALTE C ®4a A.I.AR-E. E-Ell T-Al All 111P.1 m LL oNVATory All Q on El PROVES PJTEPE w w.ILws SySrEM PER LOVE TO M-1 E115TI16 izsiP EEEe�nss LOAD ILARINs—ARE cowMN wi llax4 KEr 16° wT 5Ta eRAVLL ANv T LreR FAER 11 r 0. TYPICAL WALL SECTION �1 TYPIE:CAL SLAB DETAIL Q SGALE:1/2"=1'-O" SGAL El El A a' n HousE ❑ ❑� ❑ NE. -1AL W G 0�L M.E" U mLT Ne wlNoow WELL EErorvo e r IN ee ❑ HE-- a� AALAL 11 ALU —INI ml iii 11,T1 J -------- A2.0 SGALE V4"-1'oON ❑NORTH ELEVATION SOUTH ELEVATION EAST ELEVATI ELEVATIONS D ECIEWE GENERAL' RDD 16/20/22 kY ��J GUARDIAN® SERIES - VILLAGE OF RYE BROOK Residential Standby Generators BUILDING DEPARTMENT Air-Cooled Gas Engine INCLUDES: Standby Power Rating • True Power'"' Electrical Technology Models 006459-0,006461-0,006462-1 (Steel-Bisque)- 16 kW 60 Hz • Two Line LCD Multilingual Digital Model 006721-0(Aluminum-Gray) -16 kW 60 Hz Evolution'" Controller (English/Spanish/ Models 006729-1, 006730-0(Steel-Bisque)-20 kW 60 Hz r'— .--. -_.� --_. French/Portuguese) Models 006551-1,006552-0(Aluminum-Gray)-2 W 60 Hz't • Two Transfer Switch Options Available: 100 Amp Pre Wired Switch or 200 Amp Service Rated Switch. See Page 4 for Details. f • Electronic Governor • External Main Circuit Breaker, System Status & Maintenance Interval LED Indicators • GFCI Duplex Outlet ( GENERIC' r-� • '� anu4•Cuas Sound Attenuated Enclosure _ • Flexible Fuel Line Connector • Composite Mounting Pad _ P015Fae • Natural Gas or LP Gas Operation CUL Ds QUI • 5 Year Limited Warranty LISTED Note:CUL cert f'-tion only applies to unbend ed units and units packaged with pre-wired sw tches. • Capability to be installed within 18 (457 mm) Units packaged with the Smart Switch are UL certif ed in the USA only. of a building* `Only If located away from doors,windows and fresh air intakes,and unless other- wise directed by local codes FEATURES O INNOVATIVE DESIGN&PROTOTYPE TESTING are key components O SOLID-STATE, FREQW7NCY COMPENSATED VOLTAGE REGULATION of GENERAC'S success in"IMPROVING POWER BY DESIGN."But it This state-of-the-art power maximizing regulation system is standard on doesn't stop there. Total commitment to component testing,reliability all Generac models. It provides optimized FAST RESPONSE to changing testing,environmental testing,destruction and life testing,plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by to applicable CSA,NEMA,EGSA,and other standards,allows you to electronically torque-matching the surge loads to the engine. Digital choose GENERAC POWER SYSTEMS with the confidence that these voltage regulation at±1%. systems will provide superior performance. O TRUE POWER"" ELECTRICAL TECHNOLOGY: Superior harmonics O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer and sine wave form produce less than 5%Total Harmonic Distortion for network provides parts and service know-how for the entire unit,from the utility quality power.This allows confident operation of sensitive electronic engine to the smallest electron'c component equipment and micro-chip based appliances,such as variable speed HVAC systems. O GENERAL TRANSFER SWITCHES. Long life and reliability are O TEST CRITERIA: synonymous with GENERAC POWER SYSTEMS. One reason for this PROTOTYPE TESTED NEMA MGI-22 EVALUATION confidence is that the GENERAC product line includes its own transfer SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY systems and controls for total system compatibility. Lu GENERAC tiat�•3es ,�{ ,,1 = S A) o o " �' Mobil` °cr,9 �®'t Lrnk I— P R 0 M I S E 'oNea° 4RRA •Built M tiro USA using domestic and ImIgn parts GENERAC° 16/20/22 kW features and benefits Engine •Generac(OHVI)design Maximizes engine"breathing"for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings helps the engine run cooler,reducing oil consumption resulting in longer engine life. •Quiet-Test'" Greatly reduces sound output and fuel consumption during bi-weekly exercise,compared to other brands. •"Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life. •Electronic ignition/spark advance These features combine to assure smooth,quick starting every time. -Full pressure lubrication system Pressurized lubrication to all vital bearings means better performance,less maintenance and longer engine life. Now featuring up to a 2 year/200 hour oil change interval. -Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil. -High temperature shutdown Prevents damage due to overheating. Generator -Revolving field Allows for a smaller,light weight unit that operates 25%more efficiently than a revolving armature generator. •Skewed stator Produces a smooth output waveform for compatibility with electronic equipment. -Displaced phase excitation Ma>amizes motor starting capability. -Automatic voltage regulation Regulates the output voltage to±1%prevents damaging voltage spikes. •UL 2200 listed For your safety. Transfer Switch •Fully automatic Transfers your vital electrical loads to the energized source of power. •Pre-wired,color-coded conduits Ensures the easiest,trouble-free installation. (Pre-wired switches only) •Remote mounting Mounts near your existing distribution panel for simple,low-cost installation. Evolution" Controls -Auto/Manual/Off illuminated buttons Selects the operating mode and provides easy,at-a-glance status indication in any condition. -Two-line LCD multilingual display Provides homeowners easily visible logs of history,maintenance and events up to 50 occurrences. •Sealed,raiped buttons Smooth,weather-resistant user interface for programming and operations. •Utility voltage sensing Constantly monitors utility voltage,setpoints 60%dropout,80%pick-up,of standard voltage. •Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. •Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. •Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds. •Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. •Programmable exerciser Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week.Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. *Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. •Electronic governor Maintains constant 60 Hz frequency. Unit *SAE weather protective enclosure Sound attenuated enclosure ensures quiet operation and protection against mother nature,withstanding winds up to 150 mph.Hinged key locking roof panel for security. Lift-out front for easy access to all routine maintenance items.Electrostatically applied textured epoxy paint for added durability. -Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries. -Small,compact,attractive Makes for an easy,eye appealing installation,as close as 18"away from a building." Installation System -1 ft(305 mm)flexible fuel line connector Absorbs any generator vibration when connected to rigid pipe. -Composite mounting pad Eliminates the need to pour a concrete pad unless required by local municipalities. GENERAL' 16/20/22 kW specifications _ Generator Model 006459.0,006461-0, 006729-1,006730-0, 006551-1,006552.0 006462.1,006721.0Watts (16 kW) (20 kW)Wale L Rated Maximum Continuous Power Capacity(LP) 16,000 Watts' 20,000 WaOs' Rated Maximum Continuous Power Capacity(NG) 16,000 Watts' 18,000 Watts- 19,500 Watts- Rated Voltage 240 240 Rated Maximum Continuous Load Current 240 Volts(LP/NG) 66.6/66.6 833/75 91. 1.3 Total Harmonic Distor8 n Less ton 5% Less than 5% than 5% e Main Line C'rcuit Breaker 65 Amp 90 Amp rl 00 Amp Phase 1 1 Number of Rotor Poles 2 2 2 Rated AC Frequency 60 it 60 Hz 60 Hz — Power Factor 1.0 10 1.0 Battery Requirement(not included) Group 26R J2 Volts and 525 CCA Minimum Unit Weight(lb/kg) 513/232.7(Steel); 516/2341 5261238 6 448/203.2(Aluminum) Dimensions(L W.; i mm 48 x 25 x 29/1218 x 638 x 732 Sound output in dB(A)at 23 ft(7 m)with generator operating at normal load"' 66 66 67 Sound output in dB(A)at 23 ft(7 m)with generator in Du et-Test'low-speed � g0 58 exercise mode" { Exercise duration 5 min 5 min 5 min Engine Typg,of,Erlgine GENERAC OHw y-TWIN GENERAC,O-K V3WIN GENERAL DHVI__V;TYVIN. Number of Cylinders 2 2 2 Displacement 992 cc 999 cc 999 cc Cylinder Block Aluminum w/Cast Iron Sleeve Valve Arrargert)rent O+erhead Valve Overread Va',ve Over head Valve Ignition System Solid-slate w/Magneto Solid-state w/Magneto Solid-stale w/Magneto Govemor Systep Electronic Electronic Compression Ratio Electronic 9.5:1 9.5:1 9.5:1 Starter 12 Vdc 12 Vdc 12 Vdc Oil Capacity Including Filter Approx.1.9 gV1.8 L Approx.1.9 gV1.8 L Approx.1.9 gV1.8 L operating rpm 3.600 3,600 $,600 Fuel Consumption - Natural Gas ft3/hr(m3/hr) 1/2 Load 193(5.47) 205(5.8) 184(5.21) Full Load 312(8.83) 308(8.72) 281(7.96) Liquid Propane 0/hr(gaVhr)[Vhr] 1/2 Load 72.4(1.99)[/.53] 75.6(2.08)[7.87] 83(216)[8.16] Full Load 130(3.19)[13.53) 140(3.85)[14.57] 127(3.68)[13.99] Note:Fuel pipe must be sized for full load. Required fuel pressure to generator fuel inlet at all load ranges-3.6=7"hater cohomrl(713 mm mercury)for natural gas,10-12'water column(19-22 mm mer,gry)to LP gas.For Btu content,gtulttpyl 11:3pr x 2500(L9 or ft3/hr x 1004(NG).. ,MeQa�ouie cpnteitt,mulhRblrn3Ax x 43.15P([P)or m3/ty x 97.26(NG) Controls 2-Line Pia n Tend Multilingual LCD Display Simpl_euseninterface for ease of operation. _it •yam_:#` �; Mode Button: Auto Automatic Start on Utility failure.7 day exerciser. manual Start wiVt starter conCoif stays on.tl utll fa is,mer to load takes place. Off Stops unit.Power is removed Control and charger st',l operate. R�dy�.RurVMaintenanrs,tvles�sages Standard _ _.iisl.,e.;d Engine Run Hours Indication Standard Programmable start daft between 215W seconds Standard(piopwgBjll1 by dealer ony) _ •, 1`i;. i Utility Voltage Loss/Return to Utility Adjustable(Brownout Setting) From 140-171 W190-216 V Future,et Capable Exerciser/Exercise Set Error A'arn ng Stannard 3{ 'D Run/Alarm/Maintenance Logs 50 Events Each Engine Stat Sewence Cyclic crarkrlg 16 set on,7 rest(90 sec Mornium dui 't•'• Starter Lock-out Starter cannot re-en gage unit 5 sec after engne has stopped Smart Battery Charger Standard =' fiatir�I Charger FaulVMissing AC Waning Standard Low Ballery/Battery Problem Protection and Bag Condition Ind cation Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard lender FrersiencylOverloaOtepper Overaxrerd Protection Stand3rd Safety Fused/Fuse Problem Protection Standard Automatic Low Cell P( jh 011 Tempera4ire Slutdavvn Standard Overcrank/Overspeed(@ 72 Hz)/rpm Sense Loss Shutdown Standard High ne Tem re Shutow Standard Internal FaultAncorrect Wring Protection Standard Gammon External Fault Capability Standard Feld Upgradable Firmware Standard "Sound levels am taken tam Bic cam of the genaata Sound levels torten from ower sides of the generator may be higher depending on installation parameters.Rating definitions-Standby Applicable for supplying emergency power faire duration of Bin utility power outage.No overload capability is available for this rating.(AII innings in accordance with BS5514.IS03046 and DIN6211) -Ma+omurn memo and current are subject to and Untied by such taclors as fuel BWhnegaiculer contem. ambient temperature altitude,engine pourer amt condition enc.Ma>omum power decreases about 3.5 percent for each 1,000 feet(304.8 meters)above sea level,and also will decrease aboul 1 percent for each 6°C(10`i)above 16`C(60`F). GENERAL° 16/20/22 kW switch options Pre-wired Features Model 006461-0(16 kW) available an Steel 16 kW models only No �,-- - 2 - Electrically operated,mechanically-held contacts for fast,positive current Rating Amps) 100 connections. Vr�b9ig�'-AC) 120240,16 Utility Voltage Monitor(Fixed)' • Rated for all classes of load,100%equipment rated,both inductive and -pick-up e0% resistive. -Dropout 60% • 2 pole,250 VAC Contactors. Return to Ufility• approx.15 sqo. Exercise weekly for 12 minutes` Standard •30 millisecond transfer time. @WOed Standard Total of Pre-wired Cirouils 16 • Dual coil design. No.15 A 120 V 5 • Main contacts are silver plated or silver alloy to resist welding and sticking- No 20 A 120 V 5 p y g g No.20 A 240 V 1 • NEMA 1 (indoor rated)enclosure is standard on the pre-wired switch. No 30 A 240 V - No.40 A 240 V 1 • Pre-wired 30 foot(9.1 meter)whip to connect to the provided 5 foot pre- No.50 A 240 V 1 wired whip and external connection box. Circuit Breaber Protected Available RMS Symmetrical • Pre-wired 2 foot(0.61 meter)whip,color coded to connect into the Fault Current @ 250 volts 10 DDD existing electrical panel. 'Function of Evolution Controller RHI Dimensions Mechanical Dimensions Height Width H1 H2 W1 W2in 23.5 26.4 8.3 12.6 6.3 mm 597 671.7 211 320.7 159.6 Wire Ranges Conductor Lu Neutral Lu Ground Lu 2/0-#14 2/0-#14 2/0-#14 �Lz— Service Rated Switch Features Model 006462-1(16 kW)/0067294(20 kW)/006551-1(22 kw) • Electrically operated,mechanically-held contacts for fast,cleanImo o(pblgs _ _ 2 connections. Current Rating(Amps) 200 !Vptlagef�f�g Nom) 120.290,10 • Rated for all classes of load,100%equipment rated,both inductive Utility Voltage Monitor(Fixed)' and resistive. -tick-up e0% • 2 pole,250 VAC contactors. -Dropout 60% M4 scum to utility' appmx t 3sec •Service equipment rated,dual coil design. Exercise weekly for 12 minutes* Standard UL cd.-_. Standard • Rated for both aluminum and copper conductors. Enclosure Type NEMA/UL 3R • NEMA/UL 3R Lug Range 250 MCM-#6 aluminum outdoor enclosure, Wt9l4ijdZtfri�x;(At�ps) 22,000 • Main contacts are silver plated or silver alloy to resist welding and sticking. *Function of Evolution Controller W. -7 i . w H1 Dimensions 200 Amps 120/240,to Open Transition Service Rated Height Width Depth H1 H2 W1 W2 in 27.24 30.0 11.4 13.5 7.09 mm 692.0 762.4 289.0 343.0 180.0 DMH 1-- GENERACCM' 16/20/22 kW available accessories Model# Product DescripBon W01 4-iN 100041 Generac's Mobile Link allows you to check the status of your generator from anywhere that you have 006463-3 Mobile Link` access to an Internet connection from a PC or with any smart device.You will even be notified when a ' change in the generator's status occurs via e-mail or text message. l 005619.0 '26R Wet Cell Battery Every standby generator requires a battery to start the system.Generac offers the recommended 26R ! wet cell battery for use with all air-cooled standby product(excluding PowerPact®). If the temperature regularly falls below 32°F(0°C),a cold weather kit is required to maintain optimal 006212-0 j Cold Weather Kit battery and oil temperatures.Kit consists of a battery warmer and oil filter heater with built-in thermostats. 005621-0 i Auxiliary Transfer Switch Contact The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large eleCtrical r Kit load you may not need.Not compatible with 50 amp pre-wired switches. 005839-0-Bisque Fascia Base Wrap Kit* The fascia base wrap snaps together around the bottom of the new air cooled generators.This offers i 005666-0-Gray (Standard on 22 kW) r a sleek,contoured appearance as well as offering protection from rodents and insects by covering the ! lifting holes located in the base. _ 005703-0-Bisque If the generator enclosure is scratched or damaged,it is important to touch-up the paint to protect j 005704-0 Gray I Paint Kit* from future corrosion.The paint kit includes the necessary paint to properly maintain or touch-up a " generator enclosure. l 006484-0-16 kW Generac's scheduled maintenance kits provide all the hardware necessary to perform complete 006485-0-20&22 kW ', Scheduled Maintenance Kit routine maintenance on a Generac automatic standby generator. - - Completely wireless and battery powered,Generac's wireless remote monitor provides you with 006664-0 Wireless Remote Monitor instant status information without ever leaving the house.Not compatible with CorePower or EcoGen i systems. ____ ___.____-_ •� l Smart Management Module !Smart Management Modules are used in conjunction with the Automatic Transfer Switch to , 006873-0 (50 Amps) Increase its power management capabilities.It provides additional power management flexibility not found in any other power management system. *Note:Bisque kits are used in conjunction with steel enclosures.Gray kits are used in conjunction with aluminum enclosures. I I I, I dimensions & PCs Dimensions sham are approximate Refer to Installation manual for exact dimensions.DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES 637.6 mm _ 125.1 In] _____ 1218mm -, 147.9 In] Model UPC 006459-0 696471064599 0064610 696471064612 731.9 mm 006721-0 696471067217 128.8 in] 006729-1 696471067293 006730-0 696471067309 006551-1 696471065510 006552-0 696471065527 006462-1 696471064629 642 mm M [25.3 int 1226 mm [48.3 In] LEFT SIDE VIEW FRONT VIEW GENE RAC" Generac Power Systems,Inc. •S45 W29290 HWY.59, Waukesha,WI 53189• generac.com ®2015 Generac Power Systems,Inc.All rights reserved AN specifications are subject to change without notice Bulletin OK8458-F Primed in U.S A 04/10/15 -1 w I ' ► _ I r I � ■ a� � I r • ■ I I I + v + I 1 IL I r � 1 -•_ I • � .I L _ 1� -� J. I _ y � ti • •I I y • n GENERAC' D � 16/20/22 k GUARDIAN® SERIES — VILLAGE OF RYE BROOK Residential Standby Generators BUILDING DEPARTMENT Air-Cooled Gas Engine INCLUDES: Standby Power Rating • True Power'"' Electrical Technology Models 006459-0, 006461-0, 006462-1 (Steel-Bisque)- 16 kW 60 Hz • Two Line LCD Multilingual Digital Model 006721-0(AILlminum-Gray) - 16 kW 60 Hz Evolution'" Controller (English/Spanish/ Models 006729-1, 006730-0(Steel-Bisque)-20 kW 60 Hz e, 0— — French/Portuguese) Models 006551-1, 006552-0(Aluminum-Gray)-2 W 60 Hz • Two Transfer Switch Options Available: 100 Amp Pre Wired Switch or 200 Amp Service Rated Switch. — See Page 4 for Details. I' • Electronic Governor `, —_ • External Main Circuit Breaker, System Status& Maintenance Interval LED Indicators • GFCI Duplex Outlet l GENERAC' • Sound Attenuated Enclosure J1 • Flexible Fuel Line Connector • Composite Mounting Pad CGWC,F(W-f-.e • Natural Gas or LP Gas Operation C&S QUI LISTED • 5 Year Limited Warranty Note:CUL certification only applies to unbundled units and units packaged with pre-wired switches • Capability to be installed within 18 (457 mm) Units packaged with the smart switch are UL certified in the USA only. of a building* "Only If located away from doors,windows and fresh air Intakes.and un ass other- wise directed by local codes. FEATURES 0 INNOVATIVE DESIGN&PROTOTYPE TESTING are key components 0 SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION of GENERAC'S success in"IMPROVING POWER BY DESIGN."But it This state-of-the-art power maximizing regulation system is standard on doesn't stop there. Total commitment to component testing,reliability all Generac models. It provides optimized FAST RESPONSE to changing testing,environmental testing,destruction and life testing,plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by to applicable CSA,NEMA,EGSA,and other standards,allows you to electronically torque-matching the surge loads to the engine. Digital choose GENERAC POWER SYSTEMS with the confidence that these voltage regulation at±1%. systems will provide superior performance. 0 TRUE POWER"' ELECTRICAL TECHNOLOGY. Superior harmonics 0 SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer and sine wave form produce less than 5% Total Harmonic Distortion for network provides parts and service know-how for the entire un't,from the utility quality power.This allows confident operat on of sens'tive electronic engine to the smallest electronic component equipment and micro-chip based appliances,such as variable speed HVAC systems. 0 GENERAC TRANSFER SWITCHES. Long life and reliability are o TEST CRITERIA: synonymous with GENERAC POWER SYSTEMS. One reason for this PROTOTYPE TESTED NEMA M01-22 EVALUATION confidence is that the GENERAC product line includes its own transfer SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY systems and controls for total system compatibility. Lu GENERAC rya,7.3� ,�� y,� _ • • �` �' Mobile °�®�aW ®* Llnk q � I-- P R 0 M I S E ' JbMES0 7RR •DUN M the USA using Nomastk and ImNgn petf! i GENERAL' 16/20/22 kW features and benefits Engine •Generac(OHVI)design Maximizes engine"breathing"for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings helps the engine run cooler,reducing oil consumption resulting in longer engine life. • Quiet-Test'" Greatly reduces sound output and fuel consumption during bi-wegkly exercise,compared to other brands. •"Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life. -Electronic ignition/spark advance These features combine to assure smooth,quick starting every time. -Full pressure lubrication system Pressurized lubrication to all vital bearings means better performance,less maintenance and longer engine life. Now featuring up to a 2 year/200 hour oil change interval. -Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil. -High temperature shutdown Prevents damage due to overheating. Generator ' •Revolving field Allows for a smaller,light weight unit that operates 25%more efficiently than a revolving armature generator. *Skewed stator Produces a smooth output waveform for compatibility with electronic equipment. -Displaced phase excitation Maximizes motor starting capability. *Automatic voltage regulation Regulates the output voltage to±1%prevents damaging voltage spikes. •UL 2200 listed For your safety. Transfer Switch •Fully automatic Transfers your vital electrical loads to the energized source of power. •Pre-wired,color-coded conduits Ensures the easiest,trouble-free installation. (Pre-wired switches only) •Remote mounting Mounts near your existing distribution panel for simple,low-cost installation. Evolution'" Controls -Auto/Manual/Off illuminated buttons Selects the operating mode and provides easy,at-a-glance status indication in any condition. -Two-line LCD multilingual display Provides homeowners easily visible logs of history,maintenance and events up to 50 occurrences. -Sealed,rai$ed buttons Smooth,weather-resistant user interface for programming and operations. •Utility voltage sensing Constantly monitors utility voltage,setpoints 60%dropout,80%pick-up,of standard voltage. -Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. *Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. •Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds. •Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. •Programmable exerciser Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week.Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. -Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. •Electronic governor Maintains constant 60 Hz frequency. Unit -SAE weather protective enclosure Sound attenuated enclosure ensures quiet operation and protection against mother nature,withstanding winds up to 150 mph.Hinged key locking roof panel for security. Lift-out front for easy access to all routine maintenance items.Electrostatically applied textured epoxy paint for added durability. •Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries. -Small,compact,attractive Makes for an easy,eye appealing installation,as close as 18"away from a building." Installation System •1 ft(305 mm)flexible fuel line connector Absorbs any generator vibration when connected to rigid pipe. -Composite mounting pad Eliminates the need to pour a concrete pad unless required by local municipalities. GENERAL° 16/20/22 kW specifications _ Generator Model 006459.0,006461-0, 006729-1,006730-0, 006551-1,006552-0 006462.1,000 Watts (16 kIN) (20 Wat Rated Maximum Continuous Power Capacity((P) 16,000 Watts' 20,000 Walls' Rased Maximum Continuous Power Capacity(NG) 16,000 Watts' 18,000 Watts' 19 500 Watts" Rated Voltage 240 240 Rated Maximum Continuous Load Current—240 Volts(LP/NG) 66.6/66.6 83 3/75 91 1.3 Total Harmonic Distortion Lass than 5% Less than 5% Otan 5' t Main Line Circuit Breaker _ :�-. 65 Amp 90 Amp 1 OQ A-m-P-73 Phase _ it 1 1 Number of Rotor Poles 2 2 2 Rated AC Frequencyxi , 60 Hz 60 Hz 60 Hz Power Factor _ 1 0 10 1.0 Battery Requirement(not InciudeC �L�` Group 268,12 Volts and 525 CCA MiNmum Unit Weight(lb/kg) 513/232.7(Steel); 516/2341 526/238 6 448/203.2(Aluminum) Dimensions(L&x H)IrVmm 48 x 25 x 29/1218 x 638x 732 Sound output in dB(A)at 23 ft(7 m)with generator operating at normal load" 66 6687 Sound outputen+dB(A)at 231t(7 m)with generator in DuietTiest'"tow-speed exercisertjod 60 60 Exercise duration 5 min 5 min 5 min Engin T pe of E99ine __. ._... � _- GENERAL OHVI,ETTWIN GENERAC,tkIN V-TWIN GEy C�DI{lA V TYt7N Number of Cylinders 2 2 2 Displacement 992 cc 99 x 999 cc Cylinder Block Aluminum w/Cast Iron Sleeve Valve Arra-flgel�ent erhead Valve Overhead Valve Over�iead Valve Ignition System Solid-state w/Magneto Solid-slate w/Magneto Solid-state w/Magneto GMfnor Systern Electronic Electronic Electronic Compression Ratio 9.51 9.51 9.51 Start r 12 Vdc 12 Vic 12 Vdc Oil Capacity Including Filter Approx 1.9 gl/1.8 L Approx.1.9 gI/1.8 L Approx.1.9 gV1.8 L Operatiggjpm 4tN +ti r' "r;; 3,6110 3,600 3,600 771 Fuel Consumption Natural Gas ft3/hr(m3/hr) 1/2 Load 193(5.47) 205(5 8) 184(5.21) Full Load 312(8.83) 308(8.72) 281(7 96) Liquid Propane ON(gaVhr)[1/hr] 1/2 Load 72.4(1.99)[7.53] 75.6(2.08)[7.87] 83(2 16)[8 16] Full Load 130(3.19)[13.53] 140(3.85)[14.57] 127(3 68)[13.99] Note.Fuel pipe must be stied for full load.y�llequaed fuel pressure to genaalor fuel'inlet a,al load ranges-3.5=7'water column(7,13 mm mercury)for%tura)gas,10-12"water column(19-22 mm me{ru(y)�LP gas.For�L(gWUpfy it,Pt x 2500(mor it3/hr is 1 (NG).F1Megaawle cpntent rmlltiEl}r ',m Ax,x 315[LSP or m3/tz 3726(WG) Controls 2-Line Pialn Ted Mu101ingual LCD Display Simple usrer]nterface for ease of op motion. Mode Buttons: Auto Automatic Start on Utility tai are.7 day exerciser. Manual Sart with st?rler control,unit;ay s on d utiles faris,Iroor to load i7akes place Off Stops unit.Power is removed.Control and charger st.I operate. ReadyAq W tsy a essages Standard Engine Run Hours Indication Standard Progri mmables ad delaW between 21500 seconds Standard(pmgwrir ble by dealer ony) ; Utility Voltage Loss/Retum to Utility Adjustable(Brownout Setting) From 140-171 V/190-216 V Future-et Capable Exerciser/Fxe c sa Set Error Wim ng Smndard -� RurVAlafm/Mafntenance Logs 50 Events Each Engine AtFseauence Starter lock-out Cyclic eranidng.16 sec on.7 rest(90 sec Maximum duration). : - Starter cannot re-engage until 5 sec after eng ne has stopped Wt Batte�t r Gh�rger StandardF>}: 5 I Charger Faull/Missing AC Warning Standard L'ow,8attery aB�ttery Problem ProtecBon and Banery Conation id cationStandard Automatic Voltage Regulation with Over and Under Voltage Protection Standard UnderFre�uency/Overload/Stepye OvercunerrtProtestion S -- Safety Fused/Fuse Problem Protection Standard - AutaM c:Low OII,Press-Ml 9h__OilTa�ahr _ — --- e.t�iutrloxtt i Overcrank/Overspeed(@ 72.Hz)/rpm Sense Loss Shutdown H h n Standard jgh—EN Tem g Temperathre stwtdowrl _. Standard•___ Internal Fault/Incorrect Wiring Protection Standard Sommon E4emal Fault Capability Standard Field Upgradable Firmware Standard -.Sound levels are taken kom the kont of the generafa Sound levels til from ether sides or the generator maybe hither depending on installation parameters.Rating definitions-Standby Applicable for sepptying emergency power ler to duration of the utilitypave oulage.No overload capability is a✓aitable for this rating (AII ratings in accordance with BS5514,1S03046 and DIN6271) 'Maxdmum wattage and parent are subject to and limited by such tactors as lues Bk✓rnegajoule content ambient temperature,altitude,engine power and condition,etc.Maximum power decreases about 3.5 percent for each 1,000 het(304.8 meters)above sea level;and also will decrease about 1 percent for each 6'C(10 f]above 16`C(60`F). GENERAC° 16/20/22 kW switch options Pre-wired Features Model 006461.0(16 kW) available on Steel 16 kW models only No.of Poles 2 • Eleotrically operated,mechanically-held contacts for fast,positive Current Ratin (Amps) 100 connections. &Itagg RatingSVAG) 120/240.10 Utility Voltage Monitor(Fixed)* - Rated for all classes of load,100%equipment rated,both inductive and -pick-up 60% resistive. -Dropout 60% •2 pole,250 VAC Contactors. �Retum ro utility" agpmx 5 stc, Exercise weekly for 12 minutes* Standard -30 millisecond transfer time. Alisted standard _ Total of Pre-wired Circuits 16 •Dual coil design. No.15 A 120 V 5 • Main contacts are silver plated or silver alloy to resist welding and sticking. No.20 A 240 V 1 •NEMA 1 (indoor rated)enclosure is standard on the pre-wired switch. No.30 A 240 V - No.40 A 240 V 1 - Pre-wired 30 foot(9.1 meter)whip to connect to the provided 5 foot pre- No.50 A 240 v 1 wired whip and external connection box. Circuit Breaker Protected Available RMS Symmetrical - Pre-wired 2 foot(0.61 meter)whip,color coded to connect into the Fault Current p 250 Volts 10,000 existing electrical panel. *Function of Evolution Controller ' o I Dimensions Mechanical DimensionsHeight Width Depth L H1 H2 W1 W2 In 23.5 26.4 8.3 1 12.6 6.3 H2 H1 mm 597 671.7 211 1 320.7 159.6 Wire Ranges Conductor Lug Neutral Lug Ground Lug �- 2/0-#14 210-#14 2/0-#14 w� un— Service Rated Switch Features Model 006462-1(16 kW)/006729-1(20 kW)/006551-1(22 kW) - Electrically operated,mechanically-held contacts for fast,clean t+o a Poles 2 connections. Current Rating(Amps) 200 Vgtgoe Naang(VAC) 120.240,10 `.4'� l :_1;i - Rated for all classes of load,100%equipment rated,both inductive Utility Voltage Monitor(Fixed)* and resistive. -Pkk-up 80% •2 pole,250 VAC contactors. -Dropout 60% _ etum ro Utlfity- appmx.13 sec •Service equipment rated,dual coil design. Exercise weekly for 12 minutes* Standard UL Listed Standard A - Reted for both aluminum and copper conductors. Enclosure Type NEMAIUL 3R • NEMA/UL$R aluminum outdoor enclosure. withstand Ratlq9(AMp;) 22,000 1 t' Lug Range 250 MGM-#6 - Main contacts are silver plated or silver alloy to resist welding and sticking. *Function of Evolution Controller Dimensions 200 Amps 120/240,to Open Transition Service Rated Ht Height Width Depth H2 W1 W2 in 27.24 30.0 11.4 13.5 7.09 mm 692.0 762.4 289.0 1 343.0 180.0 1 �— I G E ISI E RAC- 16/20/22 kW available accessories Model# Product Description Generac's Mobile Link allows you to check the status of your generator from anywhere that you have 006463.3 Mobile Link`" access to an Internet connection from a PC or with any smart device.You will even be notified when a change in the generator's status occurs via e-mail or text message. 4005819-0 '26R Wet Cell Battery Every standby generator requires a battery to start the system.Generac offers the recommended 26R - wet cell battery for use with all air-cooled standby product(excluding PowerPact®). If the temperature regularly falls below 32 IF(0-C),a cold weather kit is required to maintain optimal j }006212-0 33 Cold Weather Kit battery and oil temperatures.Kit consists of a battery warmer and oil filter heater with built-in II thermostats. 1 005621-0 I Auxiliary Transfer Switch Contact The auxiliary transfer switch contact Idt allows the transfer switch to lock out a single large electrical- Kit load you may not need.Not compatible with 50 amp pre-wired switches. r 005839.0-Bisque Fascia Base Wrap Kt* The fascia base wrap snaps together around the bottom of the new air cooled generators.This offers 1 005666-0-Gray (Standard on 22 kW) a sleek,contoured appearance as well as offering protection from rodents and insects by covering the i —� --,- lifting holes located in the base. 005703-0-Bisque If the generator enclosure is scratched or damaged,it is important to touch-up the paint to protect 005704-0-Gray € Paint Kit* from future corrosion.The paint kit includes the necessary paint to properly maintain or touch-up a generator enclosure. 006484-0-16 kW s Scheduled Maintenance KR Generac's scheduled maintenance kits provide all the hardware necessary to perform complete I 006485-0-20&22 kW �- routine maintenance on a Generac automatic standby generator. W Completely wireless and battery powered,Generac's wireless remote monitor provides you with !6 006664-0 Wireless Remote Monitor instant status information without ever leaving the house.Not compatible with CorePower or EcoGen systems. Smart Management Module Smart Management Modules are used in conjunction with the Automatic Transfer Switch to 1006873-0 increase its power management capabilities.It provides additional power manaI gement flexibility ; (50 Amps) N not found in any other power management system. _- *Note:Bisque kits are used in conjunction with steel enclosures.Gray kits are used In conjunction with aluminum enclosures. i dimensions & UPCs Dimensions st m are approximate.Refer to Installation manual for exact dimensions DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. 6376 mm Inj __1218 mm [47.8 In] Model UPC 006459-0 696471064599 0064610 696471064612 731.lr� 006721-0 696471067217 [28.e006729-1 696471067293 006730-0 696471067309 o - L 006551-1 696471065510 006552-0 696471005527 006462-1 696471064629 642 mm [253In] 1226 mm [48.3 Inj LEFT SIDE VIEW FRONT VIEW GEN ERAC- Generac Power Systems,Inc. -S45 W29290 HWY.59, Waukesha,WI 53189- generac.com 02015 Generac Power Systems,Inc.All rights reserved An speclications are subject to change wftut notice Butlelln 0K8458-F Printed in U S A 04/10/15 ;:x• �:� ,� all r •I I Iv I J r I I 11 i — Y k I T — 1 1 _ I 1 I •4 I ' T — 11� 4 - i I ■� ■ �I y IL mo 10 or Lob •'I y _ 1 I . � I ■ ♦ ■ IL I_ Y Building Permit Check List & Zoning Analysis Address: (o (o —3.r>t.aAvft- SBL: 14t Zone: tZ - 2-E Use: 3 Const.Type: Other: k 2IZ47 1 l Submittal Date: f o S Revisions Submittal Dates: Applicant: Nature of Work: l W Sy.at_L Reviews: ZBA: OCT 2 8 2015 PB: BP: Other: NEED OK 24 O•�p�� ( . EES: Filing: ��bBP: 4tl( •�3 r.� C/O: Legalization: ( ) (4APP.: Date Stamped: ✓ Properly Signed: -/ SBL Verified: H.O.A.Approval: ( ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( (� ENVIRO.: Long: ✓ Short: Fees: S7S- $N )- ISQD. `_pa , N/A: ( ) (� SITE PLAN: Topo: Site Protection: S/W gmt.: Tree Plan: Other: ( ) (� SURVEY: Dated: �j Current: ✓ Archival: Sealed: ✓ Unacceptable: ( ) ( ) LANS:Date Stamped: Sealed: Copies: Incomplete: N/A: Other: O ( icense: ✓ Workers Comp: ✓ Liability: ✓ Comp. Waiver: Other: (4' ( ) CODE 753#: Dated: N/A: (✓� ( ) HIGH-VOLTAGE ELECTRICAL: Plans: Permit: N/A: Other: ( ) ( ) LOW-VOLTAGE ELECTRICAL: Plans: Permit: N/A: Other: ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: N/A: Other: ('� O PLU\1BfN, G: Plans: Permit: Nat. Gas: LP Gas: _ N/A/: Other: ( ) ( ) FIRE SUPPRESSION: Plans: Permit: N/A: Other: ( ) ( ) H.V.A.C.: Plans: Permit: N/A: Other: ( ) ( ) FUEL TANK: Plans: Permit: Fuel Type: Other: ( ) ( ) 2010 NY State ECCC: N/A: Other: (� ( ) Final Survey: Final Topo: RAPE Sign-off Letter: As-Built Plans: Other: ( )✓ ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other: (`� ( ) Other: t A- 1 L- �FYt �' ��./�z t, (✓S ARB mtg. date: approval: notes: ( )ZBA mtg. date: approval: notes: (✓ PB mtg. date: approval: notes: REQUIRED EXISTING PROPOSED NOTES Area: S 1z- L7 4C3. – -- - Circle: �rJ 50 UK — FrontaQe: S2�> 'L( • 2�( — Front: _ Front: '2.s� --�� 9l2 Sides: (o 11 (o Rear: 30 y3 — D2_ Main Cov: 3-0_ QJ•�'(3 •Z l Q(Z Accs. Cov: Ft.H%Sb: Sd.H/Sb: . D ( •2� D� GFA: 330 •°`l 33 •td,� _ Tot.Imp: Ft.Imp Parking Height/Stories: notes: /IG,�Oi✓ Akita MK/ //'l'/f L'� BunREVISE n SVS VILA .�l 938 KnNc (914)939-5801 ti. BUILDING DEpq�TMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: (P(P tX4Y'`'AVA Phone# '10 27'6o(a 00--)r Parcel ID#:�7 t60`Ai-TJ LaT?7Zonetz—V Date of Submission: Proposed Improvement(Describe in detail): %L.A44?- Vfiilw G r91M, �" APPLICANT CHECK LIST: XPQ C�0 1A�? \ . The following items must be submitted to the Building 1 Department with the application-no exceptions. AwD C()wf&-7 -m YIt�.A7fm �A✓T I vi (% 1. ( )Completed Application ,�OwV�Ati► � � ` 2. ( )Eight(8)sets of sealed plans. (max.size=36"x42 Property Owner: ` 3. ( )Eight(8)copies of the property survey. Address: (f(I (!70W1it\kW p4e , 4. ( )Eight(8)copies of the proposed site plan. Phone# 1�' (66- LO► 6 5. ( )One electronic/disc copy of the complete application materials. Applicant appearing before the Board: 6. ( )Filing Fee. Loo k 1-? C6 STD I 7. ( )Any supporting documentation. 8. ( )HOA approval letter.(ifapplicable) Address: 4-7(p VST RAu k-,j ke, C.0142 COP7 GT 9. ( )Photographs. ` 10.( )Samples of finishes/color chart. (a sample board or Phone# 7G--'j \ 0 + model may be presented the night of the meeting) Architect/Engineer: L4 L3"5 C60715O1W 0 VD , Coo-'Pool k►o MCkt vrfr By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Swom to before me this 1 , 4Sworn to before me thisy day of 20 h day of L'�2 � , 20 /Ji Signature Xlup,erty Signe ofApplicantt t4ft Looks 1.-F 43T koto O Print Name Of petty Omer Print Print Name of Applicant lY'V"� Q&2ff� Notary Public [ Notary Pub w 1-.aia.,v...'t=�.'^xa•ea•�+.-.•H'^/,^�.�y.i••:irtf_r.:i-'r'.`"..rty;� Mintyrv° 1i , �'�;`;:��,( IAN L.STEARNS h .1 .....?''_r Nota P 1V°0ublic,State of Co ecttcui l=Lt%�`••CL!i�•:-�I:::='_:•r Vi e•: '. -1, a My mission Expires l� 2/10/2015 BUII, MENT I E C E � V E D DD vi a ; oK OCT 2 6 2015 938 KING ` ', ,NY 10573 (914)9 y 39-5801 VILLAGE OF RYE BROOK W.__ .._@__..rg BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PEI[ ] ZBA[ ] Chairman: SITE PLAN FEE: It S Sr O 0 QaA DATE PAID: i O a(.I t ENVIRONMENTAL FEE: '9 DATE PAID: l 0) 2.0 1 OTHER: APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES, §107 DEMOLITION OF BUILDINGS, §224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL,§118 EROSION&SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDMSION OF LAND, §250-40 NOTIFICATION REQUIREMENTS.Applicants and their Design Professionals are stronglyadvised to reviewthe above mentioned code sections online at,www.rvebrook.gM prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325,plus$200 per additional dwelling unit. Non-Residential Buildings - $475 plus $30 per parking space. Planned Unit Development-$575 per acre PUD Amendment- $300 .>Site Plan Amendment- $575 Wetlands&Watercourse- $1,150 Consultant Review(Escrow)Fee: Minimum fee$250-maximum fee$2,500,to be determined by the Village Engineer. Application fees are non-refundable.The applicant's Escrow Account must have a positive balance at all times prior to any Consultan4 Attorney,or Village review. Escrow Fees and Site Plan Fees must be paid on separate checks made payable to the Village of Rye Brook. 1. Site Address: Parcel ID#. Zone: Z�Z Vf 2. PropertyOwner: �IOwY�nq� PNS CoRQ, 5AaAA-A IJ VJ t rLA-j Ova Address: O� E-Mail: IM aCICK, �y C, *14& . Ct Vu u f C o 1h Tel.#: I Q - (0 \U Other:T:�W (p Q O-cl(ice O 3. Applicant: (P(D �j Wap pJ P,V , V!�;" Co R 1 g kf!-AA -AN 13 f, Address: � "y� `W Ay E-Mail: Y`^CLW t-j Tel.#: a ' d ' b\V Other: Fk( 4. Design Professional: C60'-VJ c'C 0 D "CI:•1 LW-�� A,\A, / Lo U1.5 007"W-3 O Address: Q�& E� QtnNNw• P*J IE- UtlU aCTE-Mail: (O V 1 S O CWTAOkw O #,9, i WF'r'-T.Lola Tel.#: 705 $(Q j"g o o:�'r Other:'Fay 703- 000 1-(p y04 5. Designate to whom correspondence is to be sent: 1-a U 15 COPT Ck w 6 Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. REVISED 8110115 6. Street which property abuts: �W"bvj P�je'- 7. Does property connect directly into State or County highway? ( )NO ( )YES: 8. Is site within 500 feet of Village Boundary?( )NO (*YES Ifyes note all bordering municipalities: PC)B c ot,me U1� Yult1C. 9. Total area of site: o O Area of site activity: 3 0 b 10. Site coverage: 10010 %; Building coverage: �'S o % 11. Existing building size: ?-457 New/additional building size: P` 12. Existing parking spaces: 11, New parking spaces: A 13. Nature of proposed activity: y-OK0541touju , t? fiG ****************************************************************************************** Please note that this application must include the notarized signature(s) of the legal owner(s)of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be retumed to the applicant. N*TE OF JOW RK,CC Y OF}iVESTCBESTER ) as: X64 ' � / ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applic t) and further states that (s)hf is a legal owner ° -the property to which this application pertains, or that (s)he is the or the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,Ac.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. A I Sworn to before me this Sworn to before me this da f 2 of ! 0� No Public Notary Publi Signature of p O ner .�� Signa ofAppli -A- Print NameProperty O er not Name of osemarie Pastore Rosemarie Pastore Notary Public,State of New York Notary Public,State o'New York N0.4890370 No.4890310 Qualiqed in Westchester County Qualified s on Exp.l n�.r County My Commission F"tP.October 17,2p 1 My Commission Exp.Oau�cr 17,20 I REVISED 8110115 D EC� ENE ��E,DRCiv� VILL OOK 's 938 King S Y. 10573 (914)93 - 39-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 99a SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.org_ Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed& Dated. Fifteen paper(15)copies or twenty(20)copies when Board of Trustees approval is required and one (1) electronic version. One (1) record set with original signatures, dates and seals may be provided and submitted with fourteen (14) copies or nineteen (19) copies that clearly indicate the signatures, dates, and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized AM v Posting&Mail No_ti kation. I, (Applicant's signature)have read the Notification Requirements of Coll__ __ io will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: U(Q Mre, IZ�A•C't� CSR /5 Ohl-Nwvio Applicant: NO awvwn,.w UA('. I �I AcQ�i-1 - A►-led E rt"�T��(��il(Z Address: U (P mow YWA." NN 1%. "Ia; EW-om&, W y Tel. -1(A L) Fax: Q 1 Q-6 a O-10-J-0 E-Mail: J?Zowl Project Name: do 016K_;%^ atm AMS Project Address: U 6P gOwV"-A+J AOJ'V--, (NIF B 1 00L. 0 ,-( Current Property Owner: 6(p RGw YKPdn! PN E- IZV-l4k,`�-`f COW. Address: U U Pj611jy_ w 9(_ lepe-W1L 1 0 Tel.#:q 1 L4•&qy- L D l U Fax:q 14 (�r'l(3 ` aU-+0 E-Mail:" 4-r'JR(.`� °t, -TUU-y 00ri12-gV(3yF1 GU Wl IDENTIFICATION OF PROPERTY: Identifying Title: 6,2 CP Flo w W`AW We. R Y F t 12vd kL , u� 10 5 Tax Designation: Section: Block: Z'-` Lot: Zoning District: ZV-_ Street which property abuts: ?70W PN S Plan Submission Date: Site Plan Checklist Page 1 of 7 Project Address GCo *WV-4" �._ Y N NA PLANREOUFREMENTS V O O 15-20 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. O O One(1)electronic copy of all submitted plans. O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O )( Name of the proposed subdivision plan. 00 Name and address of the owner of record. O 0 Name and address of the applicant. O 0 Deed reference(s). '(O 0 Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. O O North arrow and scale. 0 O Location map at the minimum scale of I"equals 1,000 feet. O O Area of all lots,in square feet. O 0 t$( Engineering notes on plans as stated in application packages. O O O Copies of all existing and proposed deed restrictions or covenants Bpplying to the property, including,but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. 000 Any prior land use approvals with respect to the subject property. 000 Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. 000 Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. 000 Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. O 00 Fees paid to The Village of Rye Brook Building Department. O 00 Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTMOPROPERTYINFORMATTON *$ 00 Ilse names and addresses of all abutting property owners within 250 it as indicated in the Municipal records. O 00 Zoning and use of abutting properties noted on plans. O O)4 Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. XO O Location and description of existing easements within one hundred(100)feet of the site. O O Location of existing private or public trails within one hundred(100)feet of the site. O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O Location of proposed parkland.If none state nearest recreation facility O O Location of existing septic system leach fields within two hundred(200)feet of the site. O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 Project Address W W %wV-4w PN�z O O OK The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,ofthe Code of the Village of Rye Brook. Y N PLA PROPOSED SITE PLANINFORMATTON 0( 0 O Sufficient,acceptable information to readily determine the location,bearing,and length of every street line, lot line,and property boundary line. O O A Location of all building setback lines. 000 Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. 000 The location and characteristics of the different areas of vegetation,including the identification of all individual trees 12 or more inches in diameter at breast height("DBA"),protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance,consistent with the provisions of Chapter 235,Trees,of the Code of the Village of Rye Brook. 000 Location and proposed development of all buffer areas,including existing vegetative cover. 000 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. O O O Shape,size,height and location of all existing and proposed buildings. O O O Location and description of any existing and proposed easements. O O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O O Identification of the location and amount of building area proposed for retail sales or similar commercial activity. O O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O O Location,size and proposed screening of outdoor storage areas,if any. O O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O O Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. O O O Storm drainage plan and plans for snow removal and storage. O O O Pedestrian and automobile circulation plan. O O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. O O O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. O O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook- 0 rookO O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices O O O Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook O O �( Location of any common lands and/or public lands. O O O Phasing or an estimated project construction schedule. O O O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 Project Address Wg *Wy-*� 00 Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence,,sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground 001$ Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including �(; a chart with the number/species and size of any trees to be removed. O O Y J Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O Cross sections of steep slope areas. O O Retaining walls or like constructions,with details of construction. O O Approximate boundaries of any areas subject to flooding or stormwater overflows,including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130,Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O O Location of fire and other emergency zones,including the location of fire hydrants. O O Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O O Amount of any bonds required. O O Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) O 00 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O 00 Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O 00 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVLEW CHECKLIST 9Z9TCMES TER COUNTPPLANAT NG BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and goveming bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrais or contact Lukas Herbert at lah5@westchestergov.com. I. COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 202S-Context for Conirno and Mu nicipal Planting and Policies to Guide Counly Planning,adopted by the County Planning Board on 5/6/08,amended 1/5/10,can be found at ww.westchestergov.com/2025. ❑Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. H.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 Project Address &(a %W N-,,W t k1a. ❑ Map of County Facilities: Review the State&County Roads and Parks map(which also includes county channel lines)to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfmaps/countystateroadsparks.pd£ Other useful map links for information about environmental features, septictsewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works.Information and forms can be found at:www.westchestergov.com/dpw/bldgperm.htin. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications far development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpwlbldgperm.htm ❑ COUNTY PARK: New construction&land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified an plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements.Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/imagesBus%20Service%2OGuideUnes.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources.Applications that include new residential units to be affirmatively marketed&sold or rented subject to fair& affordable housing provisions should be tied to Westchester County guidelines on affordability Including Income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash.Building expansions should also include sufficient space for separation and storage of recyclables.For more information about County recycling requirements go to:www.westchestergov.com/enviromnent—recycling.htin ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination(IDDE)law. Information&forms can be found at: www.westchestergov.com/dpw/bldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson,Upper Long Island Sound,Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&liststdrainbasinsl lxl7.html ❑Watershed plans have been developed for several of the County's watersheds-the Croton,Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at:planning.westchestergov.com/index.php?option=com content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 Project Address W 6P %"-,JV--W A&f-- - ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. ❑Above ground,vegetated retention/detention basins or devices are preferred because they perform better,are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ❑The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at:www.dee.ny.gov/chemical/8694.html ❑New development should include protection of aquatic resources.For more information about protection of aquatic resourc-es& buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&task=view&id=1491&Itemid=2458 El Impervious cover should be minimized.Permeable paving surfaces should be used where feasible.Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow,to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. []In most locations,buildings should face the street and have pedestrian access from the street. El Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. El Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS.Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. El Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S.Green Building Council at:www.usgbe.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should tnhance community character. Site Plan Checklist Page 6 of 7 Project Address 6 6 awywp4j PNr,. ❑Landscaping should consist of native plant species appropriate for the location.Invasive plant species should be prohibited. Invasive plant information available at:www.westchestergov.com/planning/environmentaYReporWkvasivePlantsBrochO8.pdf ❑Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage offsite. ❑ PEDESTRIANS.Safe,convenient and ADA accessible pedestrian access is provided. ❑A sidewalk should be provided along the site frontage along each street. ❑Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided.If they must be provided,painted crosswalks should be provided through parking lots. ❑ADA accessibility must be provided. ❑BICYCLISTS.Provisions for bicyclists should be incorporated into project design. ❑Bicycle parking should be provided in commercial and residential developments Guidelines can be found at: www.apbp.org/resource/resmgr/publicationstbicycle_parking_guidelines.pdf ❑If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. wniver.Upon finding by the Building Inspector,Village Engineer,Planning Board or Board of Trustees that,due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan,is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship,such official or Board may waive such submission requirements wherever,in the opinion of such official or Board,such waiver will be consistent with the goal of promoting the public health,safety and general welfare of the community.The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and Include sufficient detailed information for the appropriate authority to make an informed decision. Deslan Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) L-W t S C6.0 T-NO 1 KJ o o\ q9 colyrq �y * oSignature_ y . Date C 1 ZJ - Zo 115 Check List 7.12.13 Site Plan Checklist Page 7 of 7 Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Trayner Group Project Location(describe,and attach a location map): 66 Bowman Ave Rye Brook,New York 10573 Brief Description of Proposed Action: 1.Install residential grade generator. 2.Add new side entrance vestibule. Name of Applicant or Sponsor: Telephone: 914-690-1010 Trayner Group/Matt Ackerly E-Mail: mackerly@traynergroup.com Address: 66 Bowman Ave City/PO: State: Zip Code: Rye Brook NY 10573 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ a may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ ❑ 3.a.Total acreage of the site of the proposed action? .013+l- acres b.Total acreage to be physically disturbed? .013+l- acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .410 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial 0Residential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ a ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? R] EL 0 c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ✓❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Z ❑ Not aoolicable 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: a ❑ Not applicable 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? a ❑ b.Is the proposed action located in an archeological sensitive area? ❑ EI- 13. 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? a ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? a ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland O Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? F&-/] ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO []YES R1 ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: E]NO ❑YES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: a 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Louis contadino Date: 1/22/2016 Signature: Dignally signed ows Lontadino DN:cn=Louis Contadino, o=Contadino Architects,ou, =louis@contadino.com,c= Contad i no Date''2016.01.221506:27-05'00'U5 PRINT FORM Page 3 of 3 817.20 Appendix C VILLAGE OF RYE BROOK State Environmental Quality Review BUILDING DEPARTMENT SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I-PROJECT INFORMATION To be completed by A plicant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME IJ`e� �v l,'C O . (P Le P1Gw wa►.t A . 3. PROJECT LOCATION: 1', Municipality t':Nei rvoai�L 1.1 _ County 4. PRECISE LOCATION(Street address and road Intersections,prominent landmarks,etc.,or provide map) p4V 12oa1 L IJ VW '-/0%V— l0 5'�3 MW503 05v�eRNE Pwi-, P4"-0 f3 �►2- P�1' 5. PROPOSED ACTION IS: New [] Expansion %Modificallon/allerallon 8. DESCRIBE PROJECT BRIEFLY: rJN°uv— V-Q71q6WTIftL' 0j1zqPP- ?k fAe qjAt) V1V'W �t Co12 7. AMOUNT OF D AFFECTED: Initially acres Ultimately 410 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? 9Yes ❑ No If No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? Residen0al [:]Industrial 1:1Commercial Agriculture [] Park/Forest/Open Space &Other Desc be: Itome 15 1" 7o10E rLZ�f UyOE7 AIM VAt y p -j tTt L awvz' L)55. . 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL? t__.I Yes [KNo If Yes,Osl agency(s)name and permWapprovals: 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? 9 Yes n No If Yes,list agency(s)name and permil/approvals: By L w l w� polw rc' -m Cho L L;c ��-cAt w l►�1Ct�u F*L�,�� ,4rl�fl w�o�D 1 piWVAKK 12. AS 6 RESULT OF PROPOSED ACT] N WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY THA E I MATT OVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor /11 nems: Date: A-148-'1015 Signature: Lo V 1�o C'0 f1-)'TN01"O If the action Is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 1 PART II- IMPACT ASSESSMENT To be completed by Lead Agency) A. DOES ACTION CEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 817.4? if yes,coordinate the review process and use the FULL EAR Yes No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 8 NYCRR,PART 817.8? I(No,a negative declaration may be superseded by another Involved agency. El Yes No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) C1. Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: Na C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: Wo C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: 13 C4. A cornmunitys existing plans or goals as officially adopted,or a change In use or Intensity of use of land or other natural resources?Explain briefly: Na C6. Growth,subsequent development,or related activities likely to be Induced by the proposed action?Explain briefly: P D C8. Long term,short term,cumulative,or other effects not identified in C1-C6? Explain briefly. Nv C7. Other Impacts(Including changes In use of either quantity or type of energy)? Explain briefly. N�+ D.WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CFA)? Yes V]No If Yes,explain briefly: E. IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? E]Yes M No If Yea,explain briefly: PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS: For each adverse effect Identified above,determine whether It is substantial,large,important or otherwise slgnificanL Each effect should be assessed in connection with Its(a)setting p.e.urban or ruraq;(b)probability of occurring;(c)duration;(d)irreversibility;(e) geographic scope;and(f)magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been Identified and adequately addressed. If question D of Part II was checked yes,the determination of significance must evaluate the potential Impact of the proposed action on the environmental characteristics of the CEA. Check this box If you have identified one or more potentially large or signlflcant adverse Impacts which MAY occur.Then proceed directly to the FUL EAF and/or prepare a positive declaration. Check this box if you have determined,based on the Information and analysis above and any supporting documentation,that the proposed action WIL NOT result in any significant adverse environmental Impacts AND provide,on attachments as necessary,the reasons supporting this determination Name of LeadAgency Date Print or Type Name of Reapon8lbler In ea ency i e of Responsible Officer Signature of Responsible Officern Lead Agency Signature of reparerdifferent from responsible officer) BUILDING ARTMENT USED DEC 2 9 2015 VILL 00 EV S r EV 938 KING ; �' 2 20'c R a . . P��CAT��t (914)9 . . .fid 9 8 S VILLAGE DATE BUILOF RYE BROOK . 198 *************************************************** *************************************************** FOR OFFICE USE ONLY: Approval Date: Permit# :Application # Approval Signature: :ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case # :Chairman: PB Approval Date: Case # :Secretary: ZBA Approval Date: Case # Other: Application Fee: Permit Fees: Z ZF^/'5rExterior Building Permit Application Application dated: ie hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations tolr,for a change in use,as per detailed statement described below. 1. JobAddress: t�lC � 1 �N 1�-Y�i PJ�CXJk L 13Y 2. Parcel IDM Pn-oCa1- Z3 , LoT ';�7 Zone: 3. Proposed Improvement(Describe in detail): �1J1.•�¢G� 17T111J G, 5i�� `7Ta�' AWy I NP( C P 0 U5A-C )f /�i4Tr9GL. 4. Property Ow � Owner: 62(v 1*own& Address: 626? Q706,j 1Qy, I Phone# q)4' &C10-- to to Cell# e,-gzP`!PeAP List:ill Other Properties Owned in Rye Brook: ,{�s'rr`�`Nh� c�Qdl7 r Lo+ Applicant: (P(!0 Tl(J�Y"�W �il� I'- ry CO(Lf. � /1(Z- Address: �6P 06 w W'A.W �� IN� DVO-01C- , 1.J Phone# dj j Q -(Pq 0 to 10 Cell# e-mail Architect: C61475AIV 10-10 I&VAA l r rtS S I A 6i C o Y-\ Address: 'ffl_-�tP f,6601-f,6601- rpUT\N A-Y`-\ fid. . COS CC127 LT 0(0006 --t Phone# 702-0 Yi -1 66-j- Cell# e-mail(Lula (& cc*_T tk03 G Engineer: AM l' "C'6 •Low Address: Phone# Cell# e-mail General Contractor: L D u l 5 6ZI P lpp C) Address: 60 Z t 'JGA Com`' S7/1 C S ZPNQ `TV Com"a S j ON( Phone# "372-4'' (�6�o Cell# e-mail (1) .Coyh 2/4/2015 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: OMCO Post-construction: "7 6. Area of lot: Square feet: Acres: d•4o!i 7. Dimensions from proposid building or structure to lol lin 11-40s: front yard: LA�•�D rear yard: ] • right side yard: J1.0 left side yard: 601M other: 8. If building is located on a corner lot,which street does it front on: [..)Ac 9. Area of proposed building in square feet: Basement: !J 1°t fl:5_20 d fl: 3rd fl: 10. Total Square Footage of the proposed new construction: 50 11. For additions,total square footage added:Basement: r r`—v fl: 2nd fl: 3'd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 0 1%, 13. N.Y.State Construction Classification: N.Y.State Use Classification: GTS 14. Construction Type&Location:$Typical Western Lumber Frame;()Timber Frame[TC];()Wood Truss[TT]; ()Pre-engineered wood[PW];Located;()Floor Framing[F];()Roof Framing[R];()Floor&Roof Framing[FR]; Other: IMedian1 - - 15. Number of stories:_ 0 IJ 151 Overall Height: h✓ Height: �� _ 16. Basement to be full,or partial: finished or unfinished: 17. What material is the exterior finish: Cowtd fy ) 18. Roof style;peaked,hip,mansard,shed,etc: Ry Q Roofing material: ( A6'ej 19. What system of heating: Pa V\VO-C 20. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 21. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSI,System,FM-200 System,Type I Hood,etc...)Yes:—No:_ (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 22. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes:_No:)—( Area: 23. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes:_)L_No: (ifyes,applicant must submit a Site Plan Application,&provide detailed drawings) 24. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No:Z (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 25. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No:- (ifyes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 26. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: 1)6 (ifyes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 27. Will the proposed project require a Tree Removal Permit as per§235 of Village Code?Yes: No:�C (ifyes,applicant must submit a Tree Removal Permit Application) 28. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate:TIER I: TIER II: TIER III: (ifyes,a Home Occupation Permit Application is required) 29. What is the total estimated cost of construction: $ I Z 10OU•0 Note:estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: (2) 2/4/2015 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address:�� RWMu-1 AI1F�- Section: O t M- Block: V!7 Lot: 17 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-1 5A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1.AREA OF LOT Sq. Ft. Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) fo' 04, Sq. Ft. -�1 Sq. Ft. b.Area of 18t Floor Divided By Area of Lot x 100 S.41 - % ."1' % 3.AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 419,40 Sq. Ft. N Sq. Ft. a. Coverage of Accessory Building _ Area of Accessory Building Divided By Area of Lot x 100 Z % % 4. AREA OF DECK/A PA V-A-M P V3 •54 Sq. Ft. Sq. Ft. a. Coverage of Deck _ Area of Deck Divided By Area of Lot x 100 % % I a7 the,b o my knowledge and belief,the above information is correct. hitect's Signature (3) 2 102015 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax(914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: lY ' `,�^'`P°'� Wil -Section: 01fV, Block:7,77 Lot: � Zone: Z IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE INFRONT (sq.ft.) For Base Lot For Lot Area YARD(°/0) Area(sq.ft.)* Over Base R-25 20 Lot Area(%) R-20 30 0 to 4,000 0 55 R-15 35 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15A 35 12 001 to 16,000 4,520 26 R-12 40 16,001 to 20,000 5,560 25 R-10 45 topur 6,560 24 R-7 40 30,001 to 40,000 8,960 23 40,001 &larger 11,260 22 R-5 30 �-F � *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area" column CZ gAr.-VqD> Area of lot: Existing Allowed Proposed Total impervious coverage = S OZ`S. Z S .ft. Sq.ft. �JS .ft. Front impervious coverage % ck5g 3 0 % N a % I attest the b t f my knowledge and belief,the above information is correct. chitect's Signature (4) 2/102015 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: W.Q &►1r\AKi D&►1?— Section: oW�— Block: 1-3 Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor*.w-=4,000 + [(Lot Area—21,780) x 0.114784211: a. Allowed = q. Feet b. Existing = 1-3f'304 ,07+ Sq. Feet %P C"00�7 ClNLPk�w r- c. Proposed = J- t k� Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback=X,where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX/ST/NG P/POPOSED /PEAU/RED FRONT: FRONT: FRONT: .48 R--2S SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R--20 SIDE: SIDE: SIDE: 1.60 / _ FRONT: FRONT: FRONT: .60 ��/ �1 `'Z� "AVE: R_is SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 / R-INA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 J742 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 Ar_to SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 /P1 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 ,Yc FRONT: 175 4 FRONT: 0,*10 FRONT: 1.20 /-2F SIDE: SIDE:SIDE: (,Z�- SIDE: 4.00 I aft be of my knowledge and belief,the above information is correct. chi ect s Signature (5) 2/10/2015 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Loc71,E:; d ,being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and furthef st t that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the �Q for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. Sworn to before me this Sworn to before me this �U r i day of 20� day of 20 Signature of Property er Si a of Applicant - 4 ANIS W�,j2 Lou�S Co1�-I�aD 11� b Print Na a of Property Owner Print Name of Applicant fN" � Notary Publi Notar)Publi Rosemarie Pastar4 Notary Public,S'_nta t•,,slew York JANICE L.STEARN) Nc.`t8:R-0.370 Notary Public,State of C!.9rinecticui Qual;Sed c. 4�'.cr res.c, , MCommiesFe,- ,lint`,► 1� My Commission Expires y - �p (6) 2.10.15 VB EWE -1 BUILD l 7'- MENTT 2 6 2015 0IL938 KINGS ' VILLAGE OF RYE BROOK #� NY 10573 UILDING DEPARTMENT (914)939 . 8 ''( 9-5801 FOR OFFICE USE ONLY: Approval Date: Permit# i4pplication # Approval Signature: ;ARCHITECTURAL REVIEW BOARD: Disapproved: ;Date: BOT Approval Date: Case# :Chairman: PB Approval Date: Case# :Secretary: ZBA Approval Date: Case# Electrical Permit#: Plumbino Permit#: Application Fee. ermit Fees: $ 4 11 .5 3 G APPLICATION TO INSTALL A PERMANENT STANDBY BACKUP GENERATOR Application da ted: is hereby made to the Building Inspector of the Village of Rye Brook for the issuance of a Permttto install a permanent standby backup generator in accordance with§2504.1.of the Code of the Village of Rye Brook;as per detailed statement described below.Please note that electrical and plumbing permit applications must be filed separately by those licensed professionals,and that separate permits are required for the installation of any related fuel tanks.Further note that all applications for commercial use will require a site plan approval from the Village Planning Board prior to the issuance of any permit. 1. Job Address:( OCO `�?O W"No IBJ'r OO�C- Py 2. Parcel ID#: . 2 Z "Z� _ Zone: Z 3. N.Y.State Construction Classification: N.Y.State Use Classification: �lz 4. Proposed Generator&Fuel Type(Desc�ibc in detail): P11N1; 'I'j41�. C V ND�2 q�puµ.�p 1 J4W S. Property Owner: Ob ?XWV-010 A4-epuf' -- Address: 6 0 p411110,VN,t`► Mf-- g 1.101 amu..t 0 Y• — Phone#_ X14 ' brib-tato Cell# Fax# qJ4. t!a°1b�r1.0•}}O Applicant: CD CP Pla"Y-AWA at aayE yf Cy CdWP �✓'14RAtld 01`1f� "C'rLgrY11eAZ Address' (P& 'P76WVAAW mie'. 14%1 „f 0Y Phone#_ q14• 0610-SOLO Cell# Fax#_ 1k4-L 0-CLU-+6 Architect or Engineer(if applicable): COVYTAD%VJQ A M,-Vb A,As dl-� -91140 Address: Lrk4jPA`--- / Cotj &6 , c;r O F(48b Phone# 20 3 -461-61004- Cell# ?D 3' 640,161,4 0 Fax#_ZG?J ' �•Gtr y04 General Contractor: Af f2o f-. , M rte Address: 'S 1'l ra� LAO r-- 1XV-W�j"�•az Cq Q GZ Phone#_g4Cy`QAb-o55S Cell#_ al4-7-4Z---I1C) Fax# 9-4!�04o- 6,Sp 0.1.2014 6. Give exact dimensions from proposed generator to lot lines: I front yard: 161rear yard: 17Z-00 right side yard: left side yard: 9(t, 4 7. If building is located on a corner lot,which street does it front on: N 8. Will the proposed project disturb 400 sq.ft.or more of land,requiring a Stormwater Management Control Permit from the Village Engineer as per Chapter 217 of the Code of the Village of Rye Brook? Yes: No: )( 9. Will the proposed project require a Site Plan Review by the Village Planning Board as per Chapter 209 of the Code of the Village of Rye Brook? Yes: ) No: (provide detailed drawings as per Chapter 209) 10. Will the proposed project require a Steep Slopes Permit as per Chapter 213 of the Code of the Village of Rye Brook? Yes: No: , (provide a detailed topographical survey) 11. Is the lot or any portion thereof located in a Wetland as per chapter 245 of the Code of the Village of Rye Brook? Yes: No: )( (provide a detailed survey indicating the Wetland&Buffer Zone) 12. Is the lot or any portion thereof located in a Flood Zone as per the FEMA Flood Insurance Rate Map#36119CO279 dated 9/28/07? Yes: No: 13. Will the proposed project require a Tree Removal Permit as per Chapter 235 of the Code of the Village of Rye Brook? Yes: No: )( (a tree replanting schedule may be required) 14. Does the proposed project involve a Home-Occupation as per Chapter 250-38 of the Code of the Village of Rye Brook? Yes: No: '� If so,indicate: TIER I: TIER II: TIER III: 15. What is the total estimated cost of construction: S `10,5-"3-.0 0 (The estimated cost shall inchrde all site improvements,labor,material,scaffolding,fixed equipment,professional fees,and material and labor which may be donated gratis) 16. Estimated date of completion: ( SMh o 0%g_ 2 D k ej A O NEW OM TY OF WES CHESTER ) as: I duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applic t) and further statsat the legs er of the property to which this application pertains, or that (s)he is the �]� for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the Nnv York State Uniform Fire Prevention &Building Code,the Code of the V• age of Rye Brook and all other applicable laws,ordinances and regulations Sworn to before me this Sworn to before inets dav f20 j (k]Dk- o 20 Rosemarle Pastore ' Notary Public �ry Public,State of New YPub1tNo.4890370CAMNIed In Westchester Cour pe Signature of Pr, �e , My Commission Exp.October 17,�';1��gnature�ofAp Print Name of Prope wner Print Name of Applicant This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property,and the applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void,and will be returned to the applicant.Please note that application fees are non-refundable. 6.1.2014 o41- p [ C� [ OCT 2 6 2015 Stefan Karlson 75 Fields Lane VILLAGE OF RYE 6RUOK Brewster,NY 10509 BUILDING DEPARTMENT Tel 845 940 0555 914 242 7110 203 244 5254 Fax 845 940 0550 stefan a.arborscape.com www.arborscape.com June,30 20150 Eric Butler 66 Bowman Ave Rye Brook NY 10573 Dear Eric, It was a pleasure talking with you to discuss the installation of an electric generator with an automatic transfer switch to be installed at your office building.After examining your electrical system at the location,I developed the following detailed proposal.As we discussed,we at Arborscape provide a total solution which includes total management of the project. We provide coordination with the electrician and plumber.We do all of the site work ourselves.We expedite the permit and inspection processes. We deal directly with Generac and represent your best interests if there is a warrantee claim.We are factory trained to give you the very best service.Best of all we are local and available quickly should you need us. You only have to deal with us.If you have any questions,please call me at any time.Thanks for the opportunity, Alan Orruel Work to be performed-Installation of a standby electric generator with 1 automatic transfer switch: Generator,Switch,Genpad and battery The building currently has a 200 Amp.electrical service. I am proposing a full building backup solution.We will install a 200 Amp transfer switch that will electrify all of the circuits in your house.The 22 KW generator will produce approximately 92 Amps.This solution will satisfy most of your needs as we discussed. -The main components will be supplied as follows: Generac 22 KW Air-cooled Standby Generator, Steel enclosure Generac Nexus 200 Amp Service Rated 120/240V Transfer Switch Genpad Generac approved concrete pad with warranty for the lifetime of the unit Generac Battery Materials,delivery,placement of products are included. Startup if separately priced would be $500.However we include startup in the generator charge.The electrician and the plumber will make appropriate electrical and gas connections.The transfer switch will be provided for the electrician to install.All Building Department permit costs for the generator,plumber and electrician will be paid by the customer.We will assist in completing and submitting the permit applications and coordinating all efforts. We will need a property survey to submit to the building department to complete the permit process. This work will cost E7.,877 for labor and materials Site work for the Generator installation -The Generator is planned to be located in the back of the building. -Two trench's will be dug per code for the gas and electric components.These trench's will allow electrical cables and gas lines to be installed 18"below the surface.The gas tubing will be encased in 6"of sandy fill. -One trench will run along the left side of the building, go under the walkway and stop at the Belgium block curb where it will connect with the already existing trench and conduit. -The second trench will start at the Belgium block curb,at the other end of existing trench and conduit and will run to generator and tank. -In total we will be responsible for approximately 50' of trenching only. -We plan to burry a 500 gallon propane tank located approximately 10' from the generator and within 10 feet of the property line. (the fuel buck hose will only reach 150'.The propane tank must be within this distance. -The placement of the generator onto a slab may require heavy equipment.Between the placement of the generator and the digging for the trench and tank,restoration of the turf will need to be done and is included in this proposal. -We will have the utilities flagged to avoid damaging them during excavation.If damage to other underground systems such as lighting, irrigation,drainage,etc.occurs;we will repair 2 these systems at our normal time and material rates.If we do not have the tools or skills to do the repairs,the homeowner will need to contact the service provider for repair at the homeowner's cost. The site work will cost$4,200.00 for materials,equipment use,labor and material removal. -(Optional restoration to the driveway and walkway) This work will cost$50U.00 for labor and materials Electrical and plumber costs -The electrician will apply and secure the proper electrical permits before work begins -The electrician will install the necessary electrical conduits as required by the municipality. Conduits are required to protect electrical cables and wires. -The electrician will install the automatic transfer switch near the main circuit breaker box.. A new cable(plus control wires)will be installed between the generator and the new switch. If the cable length is greater than 75', it will need to be upgraded because of the length.The ATS switch has a"load shedding feature built into it.This feature turns off up to two A/C units in the event of a generator overload.If this option is desired,there will be an additional wiring charge of$500 to wire the condensers near the generator. -The electrician will meet with the electrical inspectors as required to get approval on work performed The cost for the electrician is$4,500.Load shed included -The plumber will apply and secure the proper plumbing and tank installation permits before work begins. -The plumber will install the necessary plumbing required by the municipality. -The plumber will pressure test the lines and meet with inspectors to get approval before back filling plumbing. -The plumber will install the propane tank and make the necessary connections between the propane tank and the generator. -The plumber will meet with inspectors as required to get approval on work performed. The cost for the plumber including the 500 gallon propane tank is $4,000. Summary for Proiect Amount -Generator and Auto transfer Switch$7,877 -Generator Startup Included -General Contracting Services Included -Battery Included -Genpad Generator pad Included 3 -Site Work$4,200.00 -Electrical Work$4,500.00 -Plumbing Work$4,000.00 -500 gallon propane tank inchided Total Proiect$20,577.00 (Note:Sales tax will be charged against the above total and removed if and when customer provides a NYS Capital improvement Certificate) Terms and Conditions: Please Read and Understand All Parts of This Section. The described job will be installed to conform to the submitted plans or specifications.Sometimes site conditions may require us to adjust the lay out accordingly to accomplish the task.You will be made aware of these changes if they occur.We will mark out or lay out material early in the job so you may review the project.Any changes in the materials will be brought to your attention before the work is started.Some changes and additions can be made at no extra charge.Other changes may incur additional costs.You will be notified of any extra charges due to deviations from the original plan. Certain unexpected conditions or hidden obstacles may be discovered as the project transpires.Adjustments in the field while doing work may be necessary to accommodate these unexpected conditions.If the unexpected conditions require additional work to be performed or additional materials to be used,there may be additional related costs.You will be notified of these obstacles and/or charges before the extra work is performed. The following estimate is based on observed and normal site tests.While digging in the depths of the soil certain unexpected and undetectable obstacles may be encountered.These undetectable conditions may be rock ledge and/or ground water.These discovered obstacles need to be dealt with in a special 4 4 t manner.This special manner may incur additional work and costs.You will be advised of any changes in the scope of work. All new plants will be installed in a planting mix consisting of topsoil,organic material and fertilizer.The beds will be finished with a layer of sweet peat mulch.The bed edges will be cut deep and defined. All public utilities entering or on the property will be marked by Arborscape.It is the homeowners' responsibility to make us aware of any underground hazards such as sprinkler systems,invisible fence wires and similar obstacles.Working as professionals,we will make every effort not to damage these systems.Unless the exact locations of these obstacles are marked,we will not be held responsible for damage to the systems.If damage does occur to these systems we will do everything in our ability to rectify any damage. A landscape is a living,breathing organic creation.Plants,grass,trees,shrubs will need to be cared for to survive and thrive.New plants will need to be watered according to a prescribed schedule.The new plantings should be fertilized at least once a year and preferably more.They also should receive a winter spray to protect them from winter weather and animals.The new plantings will need to be weeded, mulched,fed and cared for on a regular basis to gain the full potential of the planting.We will advise you of what care is needed for your planting.Arborscape could provide this care for an additional charge. New plantings may experience normal stress after planting.Included in this stress may be wilting,dropping and discoloration of foliage.This stress should not be confused with plant death.All plants will need to get established during the season to truly assess their health. All new plantings will be guaranteed for 1 year after planting.If any plant should die within that period it will be replaced at no charge.This guarantee does not cover plant death caused by owner neglect,harsh weather conditions or animal damage.Transplanted plants will not be covered under this guarantee.All accounts must be paid in full to validate this guarantee. Newly seeded or sodded lawns will need to be watered accordingly to establish and sustain the new lawn. New seed and sod will need to be watered every day for the first 14-21 days.The seed needs to be moist in order for the seed to germinate.The new seed is guaranteed to germinate.The new lawn will be thin at first and fill in over the following seasons if the lawn is maintained properly.After the lawn is established the lawn should receive at least 1 inch of water a week to sustain a healthy lawn.A complete application program is recommended to feed and care for the grass.New seed or sod that is not watered properly will die or produce unsatisfactory results.Improperly watered lawns will not be cover by our guarantee. Plants,trees and lawns should not be watered with softened water.Most water softeners contain salt.This conditioning salt will bum and dehydrate the plantings. Sprinklers and outdoor spigots should be plumbed direct and should not be conditioned.If you are not sure if your water is softened please ask us to inspect your water source. All construction work will be performed as described.All construction work will meet or exceed local and state codes.All construction projects will meet or exceed industry standards.All construction materials and workmanship will be guaranteed for a period of 2 years.Any settling or shifting will be repaired at no charge.Some construction projects may require maintenance to maintain the integrity of the material used. You will be notified of the required maintenance.This guarantee does not cover damage out side of our control.All accounts must be paid in full to validate this guarantee. This proposal includes all work to complete each project listed.We would be happy to accommodate any additional work as requested by the client.If scheduling permits the work will be performed simultaneously with the other contract items.This additional work will be billed as time and materials unless otherwise specified.Our standard labor rate is$47/hr/man.This labor rate may vary depending on the task.Some work may be billed at a higher hourly rate depending on the project. Please notify the Arborscape office immediately of any damage caused by our crews or subcontractors. Arborscape must be given the opportunity to inspect any damage claims.After an inspection,a course of action to repair the damage will be agreed upon by Arborscape and the homeowner.Arborscape must be given the opportunity to repair the damage before contacting an outside contractor.Arborscape will repair the damage using in house professionals or other related professional contractors.All repairs made by Arborscape will be guaranteed to meet or exceed the existing condition of the repaired item before the damage happened.If Arborscape can not repair the damage or facilitate the repair of the 5 5 damaged item,we will pay for the damage to be repaired by others.Three estimates by selected contractors must be received and reviewed before accepting responsibility for the cost of the repair. Designs,sketches,site plans,layouts and other blue prints produced by Arborscape Inc.are the property of Arborscape Inc.These original productions are to be used only with written permission of Arborscape Inc. and remain the property of Arborscape Inc.until they are purchased.Drawings should not be altered and/or transferred without our written permission. This proposal,its contents and pricing is valid for 30 days after submission.Project pricing or material availability may change as time go on.A new proposal will be need to be submitted after 30 days of its original submission date. Payment Terms. 50%ofthe total amoral is clue upon acceptance ofthe contract.No work will be scheduled until all deposits are received.The remainder 50%balance of each item is due upon completion of each item.All accounts must be kept current to maintain a consistent flow of work.All bills are due upon receipt.Any balance past due over 30 days will be assessed a I %a%finance charge per month. The work included in this proposal may be classified as capital improvements.Arborscape will not collect sales tax for this work.The client will be required to complete a Capital Improvement Fonn with final payment.Please check with your tax advisor to ensure your sales tax exempt status and other details. If Arborscape Inc.retains an attorney to collect any unpaid amounts,the homeowner hereby agrees to pay all attorney and court fees relating to the said collections. Through out the project we will photograph and/or video tape all or some portions of your project.This film will be used in our in house training sessions,outside educational seminars,company promotional materials and on our company website.We will use the film for these purposes only.We will not reveal any specific personal data of your project.We will not reveal your name or the location of your project.We will only use this film for Arborscape's purpose and will not sell this information to outside entities.Please inform us if you do not want to use the film from your job for these purposes. Please sign agreement and return to our office with a check in the amount of$6,000 so we may order materials and schedule your project. Client X Arborscape Inc.Representative X 6 Ives p�s�9 4.s�p�uw_..I P.I i me ry�d � o g '9Av�V`xooxa aAx L006 I)SQ0Z)-0qd - < NVWM0899 /_0890.6JgOJ 10J any m-mnd 11d3 9'P 'G11 df10210'dANAVW 1.IHI VIV S1301!gojv OUT UJUOD v� :JH1N0J SX011V'JU11V Q3SOdO-dd ---- g S-1 VA02idd V 2i0d C1:d f-ISS I w F o lV a %tt zwa Q 000wooxo`-wY w w a 6� �W B wmW s yLL� o ® z m °pew o z �m � �a 4rc w w w o w z oQa w Qz rca " ga od a ad�Og4 WOK® °Nz p �tt a3 O W rc m — 7 3 =F � 1 o��m aw $�°0w n I QOL ap�ao if O IVIG 8o amo 8m n �ooz�z � O 0 z o &F IE ow -��-� � 4 orco _ I ,° 0a 8° Fla °�3 _ la •�1.°,vF w .'�rmQaz O it O pwx W w3 if JIo a rc rc z a3 =w"w ma i o- o o-o-o. O Q w8o aQ Awa b $w � t o a � oQ9 - m3- -- 8 "a -- ------------- J 17if j. �£ awm Saw e if w a a a a f I' ° o ° if O Hn p ob rif ° °;w w ° Q � °, �w 0-----9 I -9 m� w° � 3 °0� J - � a `y ' �«(1fffJ1 a tltl z�0 - >�3 L_J L__ �._ O I. a , q4wv - - ~ 000o�O row 9 wz3 xwz z y£ z opo �aLL �` i� \�,\ jl ■¢ II'_ wiz # Q° z w6 Lu In kn° oo p o Q o w o III l a n ° m f Lu 0 J d w'oo 90 0 3i a 0 3�3o W ' ol i w .n o�3LL. o °o 1'' to>I o as a w �m i s sm LL5 asfi- 3z god of �0 77 o w o 8 oww° �<N o �p gay VV ° �000 ; w xo iso o = � o- �oo� °o �H ME E M �o° oaoEo �� o_LLao O © ® ® O O O V FREDERICK P. CLARK ASSOCIATES, INC. PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT RYE,NEW YORK FAIRFIELD,CONNECTICUT DAVID H. STOLMAN MEMORANDUM AICP, PP PRESIDENT To: Robert I. Goodman, Chairman, and the MICHAEL A. GALANTE EXECUTIVE Planning g y Board of the Village of Rye Brook VICE PRESIDENT 35o THEO.FREMD AVE. Date: February 8, 2016 RYE, NEW YORK 1058o 914 967-6540 FAX: 914 967-6615 Subject: 66 Bowman Avenue— Site Plan Modification CONNECTICUT 203 255-3100 As requested, we reviewed applications, documents and plans submitted by HUDSON VALLEY the property owner, 66 Bowman Avenue Realty Corporation (Sarah-Anne 845 297-6056 Traynor), for modification of the approved site plan to install a permanent LONG ISLAND standby backup generator and underground propane tank on the property 5i6 364-4544 located at 66 Bowman Avenue, Section 141.27, Block 1, Lot 24 on the www.fpclark.com Town of Rye Tax Assessor's Map. email@fpclark.com Property Description and History The 17,843 square—foot property is located in the R2-F zoning district on the south side of Bowman Avenue east of Ridge Street. The existing two- story residential building was converted to professional offices in 1998 for use by the Traynor Group Ltd. In 2012 the Board of Trustees granted a special permit and site plan approval for 17 employees at the business and a revised site plan that includes 12 parking spaces (including one handicapped-accessible space), a patio and water feature in the rear yard south of the parking area, a retaining wall, a fenced area of lawn and plantings in the side yard, perimeter fencing, additional paved areas for parking, night lighting, and landscape plantings. Project Description The Applicant proposes to install a new permanent standby backup generator and an underground fuel tank in the rear yard of the property, and remove an existing walkway, and construct a new walkway and entry vestibule addition at the east side of the building. Landscape screening would be installed around the generator. Although the special permit and site plan were originally approved by the Board of Trustees, who had jurisdiction over the special permit and site FREDERICK P. CLARK ASSOCIATES, INC. PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT RYE,NEW YORK FAIRFIELD,CONNECTICUT plan applications at the time, recent amendments to the Village Code added professional office applications on Bowman Avenue to the jurisdiction of the Planning Board. Review We reviewed applications and documents that include the following items: 1. Application for Site Plan Approval 2. Site Plan Submittal Checklist 3. Exterior Building Permit Application 4. Application to Install a Permanent Standby Backup Generator 5. Short Environmental Assessment Form and EAF Mapper Summary Report 6. Survey of Property, dated August 3, 2015, revised September 8, 2015 prepared by Ward Carpenter Engineers, Inc., White Plains, N.Y. 7. Architect's Plans, prepared by Contadino Architects AIA, Cos Cob, C.T.: Sheet Number Sheet Title Dated SP Plans/Details Revised 2/8/16 A1.0 Plans/Details Revised 12/14/2015 A2.0 Elevations Revised 12/14/2015 CS No title Revised 12/14/2015 Please note that our review is limited to planning, zoning and environmental issues. We offer the following comments regarding the application: 1. Survey. A current topographic property survey is required by the Village Code. The survey submitted for the application is dated as current, but it is not a topographic survey. A current topographic survey or a written request for waiver of the requirement should be submitted as required by the Village Code. 2. Site Plan. We received a site plan for the project on February 8, 2016, which we reviewed. We also reviewed the site plan prepared by Contadino Architects, AIA approved on March 21, 2013, by the Board of Trustees. We note there are discrepancies between the approved plan, the proposed site plan and the survey submitted for review for the current project. 2 FREDERICK P. CLARK ASSOCIATES, INC. PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT RYE,NEW YORK FAIRFIELD,CONNECTICUT The survey indicates that the parking area expansion approved in 2013 for the handicapped access parking space was built; however, Sheet SP shows the expansion was not built, and that the handicapped access space was not constructed as approved. The Applicant should clarify the status of the approved parking area expansion. Sheet SP shows that there are walls surrounding an area of the side yard adjacent to the west side of the building that are not shown on the survey or on the 2013 approved site plan. The Applicant should clarify if the walls in this area are part of the current application and what the ground cover in this area is, or would be. The area was to be lawn in the 2013 approved plan, and there are steps shown in the same area that are not on the survey submitted. If walls are proposed, top and bottom of wall elevations should be provided. 3. Landscape Plan. The proposed landscape screening for the generator shown on Sheet SP does not provide the sizes of the plants to be installed, which should be specified on the plan. The size of the plants at installation should be sufficient to adequately screen the 30-inch high generator within two to three growing seasons. Plants should be no less than 24-inches high, which should be noted on the plans. 4. Noise. The Applicant should clarify if there are any sensitive noise receptors in proximity to the generator and the distance from the generator to these receptors. We note that the sound output of the generator at 23 feet is 66 dBA and 57 dBA, operating at normal load and in test mode, respectively. We look forward to discussion with the Planning Board. Marilyn Timpone-Mohamed, ASLA, AICP Senior Associate/Planning/Environment cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Louis Contadino, AIA, for the Applicant .1.-IDOCS215001Rye Brook153R.672.66 Bowman Avenue.Site PZan.PB intro nienio.nitre.docx 3 February 11, 2016 RESOLUTION SETTING A PUBLIC HEARING REGARDING AN APPLICATION FOR AMENDMENT OF A SITE PLAN SUBMITTED BY 66 BOWMAN AVENUE REALTY CORPORATION FOR PROPERTY LOCATED AT 66 BOWMAN AVENUE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, 66 Bowman Avenue Realty Corporation (Sarah-Anne Traynor), property owner, submitted an application to amend the approved site plan for 66 Bowman Avenue, Section 141.27, Block 1, Lot 24 on the Town of Rye Tax Assessor's Map to remove a walkway, construct a new walkway and an entry vestibule addition, and install a permanent standby backup generator and an underground propane tank on the property. NOW, THEREFORE, BE IT RESOLVED, that the Planning Board of the Village of Rye Brook shall hold a public hearing on March 10, 2016 at 7:30p.m. in Village Hall, 938 King Street, Rye Brook, New York to consider the above-referenced application, and BE IT FURTHER RESOLVED, that the Planning Board, pursuant to the State Environmental Quality Review Act (SEQRA) determines the Proposed Action to be a Type 2 Action requiring no further review pursuant to the requirements of SEQRA; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by , seconded by , Mr. Nowak, Superintendent of Public Works, called the roll: MR. ACCURSO Voting MR. GRZAN Voting MR. MORLINO Voting MR. RICHMAN Voting MRS. SCHOEN Voting MR. TARTAGLIA Voting CHAIRMAN GOODMAN Voting