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RC-0556-2021 • - _ Office Use Only 1 ADDITION/ALTERATION PERMIT Permit#: 2C — J� •202-4 APPLICATION Permit Fee: $ 4:1 ib+ b' 4.9 = 12.53 9a Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.queensbury.net Flood Zone? Y -N Reviewed By: Project Location: 195 Assembly Point Road, Queensbury, NY 12804 Tax Map ID #: 226.19-2-1 Subdivision Name: PROJECT INFORMATION: TYPE: x Residential Commercial, Proposed Use: x Single-Family _Two-Family Multi-Family (#of units ) _Townhouse Business Office Retail Industrial/Warehouse X Garage (#of cars 2 ) Other (describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1,135 S.F. 1st floor: 1,702 S.F. 2nd floor: 625 S.F. 2nd floor: N/A 3rd floor: N/A 3rd floor: N/A Basement (habitable space): N/A Basement (habitable space):N/A Total sq ft: 1,760 S.F. Total sq ft:1,814 S.F. Scope of work to be done: Interior renovations to an existing Single-Family residence including the addition of a two-story two-bay garage with a guest bedroom, bunk room and bathroom. Demolition of two existing decks and addition of a new covered porch. Project subject to variance previously approved. SP •o -2021 ECEIIVC 'z AY "51- 202.) JUL 21 2021 J TOWN OF QUEENSBURY BUILDING&CODES Addition/Alteration Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $150,000 2. Source of Heat (circle one): Gas X Oil Propane Solar Other Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? YES X NO Explain: 4. Are there any easements on the property? YES X NO SITE INFORMATION: • Is this a corner lot? YES x NO • Will the grade be changed as a result of the construction? YES X NO • What is the water source? x PUBLIC PRIVATE WELL • What type of wastewater system is on the parcel? SEWER X PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period. Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If, for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: , hw) C:sg —iL-A1,4 SIGNATURE: / DATE: 7/2 /ZJ / Addition/Alteration Applicati Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): John A. Graziano, Jr. Mailing Address, C/S/Z: 230 Washington Ave, Ext. #10, Albany, NY 12203 Cell Phone: ( ) Land Line: ( Email: John@Caphill.com • Primary Owner(s): Name(s): John A. Graziano, Jr. Mailing Address, C/S/Z: 230 Washington Ave, Ext. #10, Albany, NY 12203 Cell Phone: _ ( ) Land Line: ( 518 ) 577 - 1710 Email: John@Caphill.com ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Contractor Trade: Crandall Excavating Mailing Address, C/S/Z: 63 Woodchuck Hill, Road, Lake George, NY 12845 Cell Phone: ( ) Land Line: ( 518 ) 793-0431 Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Beardsley Architects + Engineers Contact Name(s): James L. Brown Mailing Address,-C/S/Z: 150 State Street, 4th Floor, Albany, NY 12207 Cell Phone: ( 518 ) 763-1617 Land Line: ( Email: JBrown@Beardsley.com Contact Person for Compliance in regards to this project: John A. Graziano, Jr. Cell Phone: ( 518 ) erNEifilialt4 a 77/ ?lb Land Line: ( c-7e) Y6 3 — ?'t�� Email: John@Caphill.com Addition/Alteration Application Revised January 2021 i Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) A,..6 Two (2) full sets of plans (r...e, Over 1,500 sq. ft. requires engineering stamp 1 Design loads on plans: 115 Wind Floor Loads 40 psf �i (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties / Cfri Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space t1'ts -- Above-grade: 5.7 sq. ft. —' Grade: 5.0 sq. ft. t'IrvS —, 24" (h)x 20" (w) minimum cI-t,S v 44" maximum height above door (4-c d Window control devices 24" or less 2nd story or 72" above grade 51/4`- Egress window from basement 5.0 sq. ft. ,.z g Floor system sizing per table 502.3.1 • -vs Residential check ERI or Prescriztive method „pt. Driveway length: 300' or more-12' width required/500' or more,turnaround required `Y-?.5 Foundation drainage on plans, if required eff/S 6" drop in 10' exterior grade (4�/ Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 l Ice & snow shield—24" from exterior wall 9. d Platforms at exterior doors 7 i 1-(„ Stairway headroom 6'8"; all stairs 36" width -� GI S Stair run and rise pi A Winder run and rise 7N/ Spiral stairs meet requirements ��3 Smoke detectors—battery backup & proper location, interconnected 1-C'$ Bathroom fixtures—proper clearance 1/42_3 Hall width-36" width Handrails more than four risers on open sides -'(-, 5 Railing& guards > 30"/basement stairs included/closed risers more than 4" in height Lit -(A-5 Safety glazing notes for required areas Garage fire separation:%" gable end/5/8" under living space &%" on walls/20 min. door and closer Garage Attic access:floor gasketsloped seal & R-value equal to roof insulation J-e'S Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access Residential Plan Review Revised March 2018 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) -4 Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected I`�j within 15' of sleeping area Ni Soil test results, if required ►-i/ft— Septic to well or water line separation All paperwork signed Note on plans energy saving light bulbs 75% 4. Blower door test agency paperwork ti Floodplain Permit required —check map: 2 feet above flood elevation " .,S Hurricane clips required (WA Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel ()Fry Manuals S &J required for heating system. Cold air return hard piped Ij / Separate room for draft HVAC or hot water heater with fresh air p j /A- HRV shown and calculations (� J Baffles at eaves for insulations and knee walls Makeup air for range hood >400 cfm Continuous header for garage doors to end wall Si 1 I, bti e j Chimney rain cap shown for fireplaces Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised March 2018 z 1 - D FILE COPY Oc, cl A THERMAX" Heavy Duty Insulation 1.PRODUCT NAME as governed by building codes.The tough Physical Properties THERMAX"Heavy Duty Insulation 4 mil white embossed aluminum surface THERMAX"Heavy Duty exhibits the typical of THERMAX"Heavy Duty makes it a properties and characteristics indicated in 2.MANUFACTURER durable insulation/finish choice for use in Table 2 when tested as represented. The Dow Chemical Company moderate-impact areas,and it can be Dow Building Solutions pressure-washed up to 2,000 psi with Environmental Data 200 Larldn Midland,MI 48674 a 15-degree or greater spray tip(at 3' THERMAX"Heavy Duty is manufactured 1-866-583-BLUE(2583) minimum distance).Maximum length is with a zero ozone depleting potential. Fax 1-989-832-1465 30 ft.(9.1 m)and a maximum thickness of The use of THERMAX"Heavy Duty 3 inches(76.2 mm). helps reduce the carbon footprint of www thermaxwallsystemcom commercial buildings. 4.TECHNICAL DATA 3.PRODUCT DESCRIPTION Applicable Standards Fire Protection THERMAX"Heavy Duty Insulation consists THERMAX"Heavy Duty meets ASTM THERMAX"products should be used only in of a glass-fiber-reinforced polyisocyanurate C1289—Standard Specification for strict accordance with product application foam core faced with nominal 4 mil Faced Rigid Cellular Polyisocyanurate instructions.T'IIERMAX"products,when embossed white thermoset-coated Thermal Insulation Board.Type I,Class 2. used in a building containing combustible aluminum on one side and L25 mil Applicable standards include: materials,may contribute to the spread of embossed aluminum on the other.It can be • C203—Standard Test Methods for fire.For more information,consult MSDS installed exposed to the interior without a Breaking Load and Flexural Properties and/or call Dow at 1-866-583-BLUE(2583).In thermal barrier. of Block-Type Thermal Insulation an emergency,call 1A89 636 4400. • C209—Standard Tess Methods for THERMAX"Heavy Duty offers high,long- Cellulosic Fiber Insulating Board Code Compliances term R value.The facers helpprevent THERMAX"Heavy Duty complies With the • C518—Standard Test Method for Steady- water and water vapor intrusion into following codes: State Thermal Transmission Properties by the insulation foam,and allow the foam •2009 International Residential Code Means of the Heat Flow Meter Apparatus to stabilize at a higher R value.Used (IRC)Section 316 • D1621—Standard Test Method for in conjunction with the appropriate •2009 International Building Code(IBC) Compressive Properties of Rigid joint closure system for the application, Sestian2603 Cellular Plastics THERMAX"Heavy Duty Insulation with •ICC-ES ES - • D2126—Standard Test Method for its low perm rating helps to reduce • 4880—Wall-Ceiling.Construction moisture condensation within and Response of Rigid Cellular Plastics to Metal-Faced—Class 1 Fire Rated to Max. behind the insulation. Thermal and Humid Aging 30'Exposure High,4.25"Thick,4'Wide, • E96—Standard Test Method for Water When Installed as Described in the Basic Use Vapor Transmission of Materials Current Edition of FMRC Approval Guide THERMAX"Heavy Duty is designed as an • D1623—Standard Test Method for •THERMAX"products are covered insulation and interior finish system for Tensile and Tensile Adhesion Properties under Underwriters Laboratories Inc. walls and ceilings in metal,wood post of Rigid Cellular Plastics (UL)file R5622 frame,and concrete or masonry buildings, •UL 1256—Fire Test of Roof Dedc Constructions,Roof Deck Construction TABLE 1:Sizes,R-Values And Edge Treatments For THERMAX"Heavy Duty Insulation No.120 and No.123 •UL 723(ASTM E84)Surface Burning ti 'INominal Board Thicknesstin.) RValue 'Board'Sie(ft.) ` .EdgeTreatmanb � �Of Building Materials •The following designs are 1.2,3 or 4 .5 3.3 4 x 8/4 x 12 Square Edge hour wall rated assemblies as listed in. 75 5.0 4 x 8/4 x 12 Square Edge the UL Fire Resistance Directory:U026, U326,U330,U354,U355,U424,U4 5. 1.0 6.5 4 x 8/4X 12 Square Edge U460,U902,U904,U905,U906,(1907, 1.5 I 9.8 4 x 8/4 x 12 Square Edge,Shiplap V454,V482,V499 2.0 13.0 ( 4 x 8/4 x 12 Square Edge,Shiplap I r'+Contactyour Dow sellerfor information at different R-values and othersizes and lead time requirements.Not all product sizes are available in all regions. 0R-value means resistance to heat flow.The higherthe R-value the greaterthe insulating power:Stabilized R-value p75•F mean temperature determined in accordancewtthASTM C518,R-values expressed in ft2•h0F/Btu. •P R O DU CT I N FO R M A':T I O N )•United States/Canada,.1 CO M M E.R CI A L 1 + y , •Fire Performance Evaluation of TABLE 2:Physical Properties ofTHERMAX m Heavy Duty insulation an Exterior Masonry Wall System , IncorporatingTHEItMAX1"'Insulation '' 'ropertyaniiTes4Mrthod,. a l ;?Value I - Tested in Accordance With NFPA 285, Compressive Strength(1),ASTM D1621,psi,min. 'I 25 2006 Edition(UBC 26.9,intermediate I Flexural Strength,ASTM C203,psi,min. 55 scale—multistory testing) •FMVSS No.302—Flammability of Water Absorption,ASTM C209,%by volume,max. 0.1 Interior Materials—Passenger Cars, l Water Vapor Permeance,ASTM E96,perm,max. ; <0.03 Multipurpose Passenger Vehicles, Maximum Use Temperature,°F 250 Trucks and Buses(Docket No.3-3: Notice 4) Light Reflectance,Visual Light Spectrophotometer,% I 65 toVertiral compressive strength Is measured at 10 percent deformation or at yield,whichever occurs first Contact your Dow sales representative or local authorities for state and local building code requirements and related acceptances. 5.INSTALLATION 6.AVAILABILITY 9.TECHNICAL SERVICES Boards ofTHERMAX"Heavy Duty are THERMAX"Heavy Duty insulation is Dow can provide technical information lightweight and can be sawed or cut with manufactured in several locations and is to help address questions when using a knife.They install quickly to walls and distributed through an extensive network THERMAX"Heavy Duty Technical personnel ceilings—inside and outside of purlins, For more information,call 1-800-232-2436. are available to assist with any insulation trusses or bar joints.Butt joints must be project Call 1-866-583-BLUE(2583). installed over structural members.The 7.WARRANTY surface of the insulation at all joints must Fifteen year limited thermal warranty 10.FILING SYSTEMS be continuously sealed with tape or with is available.Contact your Dow www DowMetalBuilding.com one of Dow's joint closure systems. representative for details. www.dowbuildingsolutions.com Contact a local Dow representative or B.MAINTENANCE access the literature library at www. Not applicable. dowbuildingsolutions.com for more specific instructions. may ® In the U.S. In Canada For Technical Information: dowbuildingsolutions.com The Dow Chemical Company Dow Chemical Canada ULC 1-866-583-BLUE(2583)(English) Dow Building Solutions Dow Building Solutions 1-800-363-6210(French) 200 Larkin Center 450—1st St SW For Sales Information: Suite 2100 Midland,MI 48674 Calgary,AB T2P 5H1 1-800-232-2436(English) 1-800-565-1255(French) NOIICE:No Ireedomhom any patent owned biDawor°tiemismbefn(eruLtice anemwndiGoneuw ggrcrbl°laws mry6ttc from ono location b another aiekn fe nNevahtimaeat°mevcmQo°st4fordetamiu,pwlxtlivpvSretrsMlneinfois melon Mai document aewproprisleraC,ulomees mead for maim IlutGatondswoi►yhm nddeposiipsaRes rein mmproncvv mppGceWeIda andalbaFiremen,awtmads.iMp,odicternabltisflnsheemrynol beralezdesawl° and/or a gabklndpeoprephieswhmDorisreptaudedihedrims=dams:rot hoe beensppro eilarmei,Amanlrim orregiarepos nsumesnoobkatura6eh2iy/atbehlon stknin this doaeentRetemcest°•GmdatbeYampary•men 9wDowChonkol Canpuryadas consordafed:dbstdaiesudeaollvwbe macs*rmled.NDWARiw(nFSAPEGIVEN;ALLIMPLhVWARRANi1ESCFM CHNITF311IIYORSTNES5fORAPARnCUARPR+POSEll4£EJ7RK4YDCLUDED. CAMOt ldwobsQismmbottoleaidshsaordybsuxdrryenrSbrthelocdMddngco&vrdi lisped b flaw spread das:iricatico ndlotMmdaswhtbWumrlborieFamaenlarmtionmrmAtYSDS.aaDoedl•ad6-5,13•BLUEL25 31or eonhetyua locd bolero;Mspecta.M n arre e9eicy,r>iI t-B69636 4400. WARNING:Rledroan Insulation daasootmsulltulo awahinpaellnbi.uaS°®°cgtraMpas•fell Rated!.product. BARNendfawrabudion pnsTttsunmi Led tobmldmpmderclsccddweld:affect tweadthep°tentidfamoidfamdionNomdoElsrppeerInd,illy oawor.giremswxMNl:d mddwinntderelepinany Printed in the USA. °TM TrademGdc of The DGwChemical Company f Dow'l Grua etfimtedaompanyof Dow form Na.175-04018-0715 CAP • \ r Y -. 4 . 4 August 2021 Building&Code Enforcement ATTN: Mark Smith,Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804-5902 filb RE:_Graziano Renovation beardsley 195 Assembly Point Road architects+engineers FILE COPY 9 Lake George, NY 12845 Beardsley#21020 Dear Mr.Smith: The following report is being submitted for the above referenced project. It MALONE represents a heating/Cooling load calculation for the portion of the project that will 320 West Main Street,Suite 2 require a new HVAC system.The report was generated using the Cool-Calc online Malone,New York 12953 518.483.1585 software and is compliant with the Air Conditioning Contractors of America (ACCA) Manual J. AUBURN 64 South Street Auburn,New York 13021 This report assumes the following: 315.253.7301 Coverage area 2"d floor above new Garage SYRACUSE Wall construction wood framed, R21 Cavity, R6.6 continuous 5789 Widewaters Parkway Ceiling/Roof construction wood framed R49 Cavity,0 continuous DeWitt,New York13214 Exposed Floor construction wood framed R30 Cavity 315.472.6980 Windows Pella lmpervia Casement, U=0.30,SHGC=0.26 ALBANY Ducts All inside the thermal envelope 150 State Street,4`^Floor Albany,New York12207 All areas in the reportpertain to the thermal barrier of the enclosed spaces. No 315.253.7301 p p heating system is provided for the garage and it is assumed to be unheated and uncooled. Sincerely, i4 John MacArthur, PE Engineer V JRM/jrm P:\Projects\21020\C a l cs\H V AC\M a n u a l-J-co ve r.d o cx CC: beardsley.com VENT TO EXT. 27'-3 1/2" t FLAT CEILING 6'-13/8" 2'-1" I (2) 2x12 BEAM 3P _I 1,c I=1 .. 000 -I R' CrO II`v1 3P(2X4 POST) v i (D22) / CLOSET m [ 206 i6,a ti GUEST BATH\f'.3,- 8'" " t° \0 m�m I 203 •r -\i� ALL NEW EXTERIOR WALLS _ '' N 2x12.RAFTERS(�..,, TO BE2x6 SPF(a�18 OC, /�dcc: j_\ O.C. J O TYP �� iV W \,/ \��ZS 3'1/?'"\ ' 't m = m GUE B_�:OOM k„. 101/2"� ALL NEW INTERIOR WALLS "' m/ pi TO BE 2x4 SPF©18"OC, 't / PROVIDE 24X30"ACCESS PANEL TYP c -1111 BTWN VOID SPACE AND EXISTING •, 2'-8 1/4" ATTIC, 1 N I A-302 ® (D19) DN.o c J isi n 1 (2) CONT 2X12I BUILT-IN BUNK BEDIF A-202 A-202 CLOSET W/2x8 JOISTS AT 42"H KNEE WALL 201 UPPER PLATFORM W/WOOD CAP • ry 2x12 RAFTERS o (a�18"O.C. - 1 '- O m = I-15/8> 7'-6" D20 I 02 1 N BIN2040 1 M INSULATE GABLE • OPEN TO END WALL of STAIRWELL 2x12 a BELOW a \ RAFTERS ;� ti @ 18"O.C. in -I o fV il �I �� riI N-Nc 6,_8„ / 3,_0„ / 5'-7 1/4" 3,_0„ / 6,_8„ 2'4 1/4" 4 4 24'-111/4"8 4 S . 4 A-301 0 SECOND FLOOR PLAN 001 Project Name: Graziano Addition West Address: Assembly Point Road,Queensbury,NY OUTDOOR DESIGN CONDITIONS Weather station:Glens Falls AP Summer Outdoor F: 85 Summer Indoor F: 75 Design Grains: 26 Daily Range: Medium Winter Outdoor F: -4. _._' Winter Indoor F: 70 Cooling RH: 50 " Elevation(Ft): 335. LOAD CALCULATION TOTALS HVAC System:Mini-split Heated square footage: • 588 Heating BTUH: 10048 Cooled square footage: 588 Cooling BTUH: 7563 Heated volume(above grade CF): 4,534 CFM: - 289_ Cooled volume(above grade CF): 4,534 Sensible cooling: 6,377 Exposed wall area(SF): 722 Latent cooling: 1,186 SHR: 0.843 Load Calculation I I I Cooling Heating I I I I 0 2,500 5,000 7,500 10,000 12,500 BTUH �_r I Approved ACCA MJ8 Calculations Toweredby Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. `r All computed calculations are estimates on building use, weather data, and inputted %=� values such a R-Values, window types, duct loss, etc. Equipment selections should c1dtrn`-�' meet both the latent and sensible gain as well as building heat loss. MANUAL J9 HEATING AND COOLING LOADS HEATING LOADS Heating Loads SECTION AREA HEAT LOSS windows aboveGradeWalls aboveGradeWalls 628.3 2,278 20.7% 4-u 22 7% ceilings 689.6 1,021 floors 618.5 ' 1,634 ventilation ceilings infiltration 0 1,729 13% 10.2% skylights ' 0 0 . . -- _ . .. infiltration floors ventilation 0 1,305 17.2% 16.3% windows 93.7 2,060 Totals 10,048 COOLING LOADS Cooling Loads windows AEDExcursion SECTION AREA SENSIBLE LATENT 9 50� i. 5.3% AEDExcursion '0 401 0 ventilation Ir-,:,---,,s,,,,,,- aboveGradeVVallsaboveGradeWalls .628.3 `216 .0 6.7% ` 2.8% '` appliances 0 3,281 0 occupants . . 17.1% appliances ceilings 689.6 621 0 - . g infiltration / 43.4% floors ,618.5 ' 110 0 4 2% I infiltration ,0 121 , 195 ceilings I -4T 'occupants '0 '690 600 8.2% . plants 0 0 100 skylights 0 0 _.. 0 ventilation 1 0 216 291 windows 93.7 721 0 Totals 6,377 1,186. FENESTRATION LOADS Warning(0):This application has glass areas that produced large cooling loads for part of the day.Zoning may be required to overcome solar load spikes for one or more rooms. Consider a zoned system, or provide zone control(individual, motorized, thermostatically controlled dampers)for problem rooms.Single speed equipment may not be suitable for the application. Warning(1):The sensible load for this application peaks during late fall or early winter.This behavior is caused by glass that faces SouthEast, South or SouthWest. Some rooms may be noticeably cooler or warmer than the temperature set point if zoning is not provided.Simultaneous heating and cooling may be required. AED Graph(mid-summer) 1,500 = 1,000 ti m 500 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 This graph represents hourly aggregrate fenestration loads in mid-summer. AED graph(fall) 2,000 1,000 — — 7/r.e'°-- 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 This graph represents hourly aggregrate fenestration loads in October. COMPONENT LOADS ABOVE GRADE WALLS System generated wall-S 1 i !Frame Wall,Wood framing, R-21 cavity I 1 Construction nr: 12F-6s w :Exposure: S I Heating BTUH: 267 insulation, R-6 board insulation,Stucco or i U Value: 0.049 Area: 73.6 Cooling BTUH: 25 • 1 Siding. I I System generated wall-W Frame Wall,Wood framing, R-21 cavity I Construction nr: 12F-6s w Exposure: W f Heating BTUH: 187 I insulation, R-6 board insulation,Stucco or U Value: 0.049 f Area: 51.6 Cooling BTUH: 18 • i • Siding. 1 . System generated wall-N i jFrame Wall,Wood framing, R-21 cavity I Construction nr: 12F-6s w 'Exposure: N ;Heating BTUH: 254 insulation, R-6 board insulation,Stucco or f U Value: 0.049 ,Area: 70 ;Cooling BTUH: 24 I Siding. +System generated wall-E i ' i Frame Wall,Wood framing, R-21 cavity 'Construction nr: 12F-6s w 'Exposure: E 1 Heating BTUH: 213 i insulation,R-6 board insulation,Stucco or U Value: 0.049 ;Area: 58.7 Cooling BTUH: 20 I Siding. I System generated wall-N i Frame Wall,Wood framing, R-21 cavity I I Construction nr: 12F-6s w ;Exposure: N ;Heating BTUH: 462 {insulation, R-6 board insulation,Stucco or 1 U Value: 0.049 'Area: 127.3 1 Cooling BTUH: 44 I Siding. l System generated wall-W Frame Wall,Wood framing, R-21 cavity 1 I ' 1 Construction nr: 12F-6s w Exposure: W Heating BTUH: 228 I insulation, R-6 board insulation,Stucco or ;U Value: 0.049 Area: 63 Cooling BTUH: 22 `Siding. !System generated wall-E i Frame Wall,Wood framing, R-21 cavity Construction nr: 12F-6s w Exposure: E I Heating BTUH: 401 insulation, R-6 board insulation,Stucco or ;U Value: 0.049 •Area: 110.5 I Cooling BTUH: 38 I Siding. I i i r. System generated wall-S - I Frame Wall,Wood framing, R-21 cavity i I j Construction nr: 12F-6s w Exposure: S ;Heating BTUH: 267 I insulation,R-6 board insulation,Stucco or !U Value: 0.049 ;Area: 73.6 ;Cooling BTUH: 25 j Siding. j ! BELOW GRADE WALLS There are no components for this section. i WINDOWS window 30,31 Construction nr: 4C f C U Value: 0.3 i Heating BTUH: 593 ; Window, NFRC rated, Low-e glass. Area: 2s.7 i I Exposure: S SHGC: 0.26 Cooling BTUH: 43 I P window 28,29 Construction nr: 4C U Value: 0.3 I Heating BTUH: 533 Area: 24 !Window, NFRC rated, Low-e glass. i Exposure: W SHGC: 0.26 I Cooling BTUH: 352 window 34 Construction nr: 4C j i • i Area: 4.3 ;U Value: 0.3 I Heating BTUH: 95 !Window,NFRC rated, Low-e glass. Exposure: N 1 SHGC: 0.26 j Cooling BTUH: 35 —j I window 26,27 Construction nr. 4C U Value: 0.3 i'Heating BTUH: 266 Window,NFRC rated, Lowe glass. Area' 12 i SHGC: 0.26 I Cooling BTUH: 195 I Exposure: W 1 WINDOWS Widow 32,33 Construction nr: 4C U Value: 0.3 Heating BTUH: 593 Window, NFRC rated, Low-e glass. Area: 26.7 SHGC: 0.26 Cooling BTUH: 96 'Exposure: S Window cooling BTUHs shown here are daily average values.See AED graphs for details of fenestration loads during the day. CEILINGS :System generated ceiling. Ceiling under attic or attic knee wall,Asphalt construction nr 16B-50 ad Area: 177.3 Heating BTUH: 262 .U Value: 0.02 Cooling BTUH: 160 shingles, Dark, R-50. System generated ceiling. Ceilingunder attic or attic knee wall,Asphalt Construction nr: 16B-50 ad Heating BTUH: 172 p U Value: 0.02 Area: 115.9 Cooling BTUH: 104 shingles, Dark, R-50. 'System generated ceiling. Ceiling under attic or attic knee wall,Asphalt Construction nr: 16B-50 ad 'Area: 188.6 Heating BTUH: 279 U Value: 0.02Cooling BTUH: 170 shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall,Asphalt Construction nr: 16B-50 ad Area: 207.8 Heating BTUH: 308 'U Value: 0.02 Cooling BTUH: 187 shingles, Dark, R-50. SKYLIGHTS There are no components for this section. Skylight cooling BTUHs shown here are daily average values.See AED graphs for details of fenestration loads during the day. DOORS There are no components for this section. FLOORS System generated floor. Construction nr: 20P-30 Heating U Value:0.035 Heating BTUH: 411 Floor over open crawl space or garage, R-30 Cooling BTUH: 28 Area: 158.6 Cooling U Value:0.035 blanket. F Value: N/A System generated floor. Floor over open crawls ace or garage, R-30 Construction nr: 20P-30 Heating U Value:0.035 Heating BTUH: 246 P P Cooling BTUH: 17 Area: 95 Cooling U Value:0.035 blanket. F Value: N/A System generated floor. Construction nr: 20P-30 'Heating U Value:0.035 Heating BTUH: 438 Floor over open crawl space or garage, R-30 Cooling BTUH: 30 Area: 169 Cooling U Value:0.035 blanket. F Value: N/A •stairs Floor over open crawl spacegarage, R-21 Construction nr. 20P-21 Heating U Value:0.047 Heating BTUH: 127 or PCooling BTUH: 9 Area: 36.5 Cooling U Value:0.047 blanket. F Value: N/A loft Floor over open crawls ace or garage, R-30 Construction nr: 20P-30 Heating U Value:0,035 Heating BTUH: 413 P P 9 9 Cooling BTUH: 28 Area: 159.4 Cooling U Value:0.035 blanket. •,F Value: N/A . VENTILATION Heating SER: 0.64 Heating BTUH: 1,305 ERV Sensible SER: 0.56 CFM: 45 Latent LER: 0.63 ;Sensible BTUH: 216 HOT WATER PIPING ' . . ` - - HOT WATER PIPING � There are ,m components for this section. ___ _ DUCTS - ' - Them for this,�u�. ! �--_��v�'�nP�v=»�/--_' _ INFILTRATION _ | ' Heating orux 17u Leakage Category: �� /��*�� � ���Bm� 1�� ! � |w«rwnummo 14 Latent aru* 195 � BLOWER MOTOR ` There are nvomnpo�mam,m�om�mn '------ --' --'--- -- -- ---' ' - -- - - ---- —'-- '----' '- - ' --- WINTER HUMIDIFICATION �Th��aenn�mpo umom,m�section. _ _ _ - OCCUPANTS '^�ou�n�u 1 nvmmma�ux �m �mnnTb* mm � _ _ _ _ _ __ _ _ ____ _� _ __ |^r.ou�n�m � �oe�mwaTux �m ���n aru* om | r ' - - -- --- -- ---' - -- � --- -- -- -- - ----- � w:on�n�m 1 'oe�mworu* zm .��morux �m ' ` ' - ' APPLIANCES n�vm��ru* �m � �oumn fan Quantity: 1 Latent arux ' o ^--�_ mm Computer Quantity: 1 o�am�oru* . . , - . '�wn eru* u ' _ -- � u� �Ceiling mm �uu�o* � �nmmearu* ! " Latent oru* o - -- ' - - — '- - -- -i - - ' - -- -' - - ' nenomwoTux mm Color television _ �Quantity: 1 ��nana� n _ . � o"�mwa�ux mm Computer�mmon�, uo�ow � ' '~~ i � La�norux o i - - - - ` / � n�"m�orux 12 uomrume'�omw uu�nw o ��narux ' o-- PLANTS | ' Plant Size: medium uu�nw c ��n oru* �m ( r' - ' --- - - -- ' / Plant Size: _ _ __large .Quantity: u Latent aru* ___ou J ROOM DETAIL Room name:Guest Bath Heated square footage: 1.04 Total Cooling BTUH: 259 Cooled square footage: 104 Total Heating BTUH: 1,298 Heated volume(above grade CF): 624 CFM: 11 Cooled volume(above grade CF): 624 Exposed wall area(SF): 133 Load Calculation Cooling Heating I I 0 500 1,000 1,500 BTUH AED Graph(mid-summer) 60 = 40 20 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 AED graph(fall) 10 0 m -10 -20 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 ROOM DETAIL Room name:Guest Bedroom Heated square footage: 169 Total Cooling BTUH: 11,914 Cooled square footage: 169_ Total Heating BTUH: 2,158 Heated volume(above grade CF): 1,268 . CFM: 83_,. Cooled volume(above grade CF): 1,268 Exposed wall area(SF): 202 Load Calculation Cooling I • I Heating I I f I I 0 500 1,000 1,500 2,000 2,500 BTUH AED Graph(mid-summer) 600 = 400 200 - - 0 8 9 10 11 12 13 14 15 16 17 18 19 — BTUH —Average —Average*1.3 AED graph(fall) 20 = 0 m -20 -40 8 9 10 11 12 13 14 15 16 17 18 19 — BTUH —Average —Average•1.3 ROOM DETAIL Room name:Bunkroom Heated square footage: 159 Total Cooling BTUH: 1,651 Cooled square footage: 159 Total Heating BTUH: 2,674 Heated volume(above grade CF): 1.,316: CFM: 70 Cooled volume(above grade CF): 1„316. Exposed wall area(SF): 176 Load Calculation I Cooling I i Heating i I I 0 1,000 2,000 3,000 BTUH AED Graph(mid-summer) 1,000 500 -- m 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 AED graph(fall) 1,000 --- f 500 0 8 9 10 11 12 13 14 15 16 17 18 19 — BTUH —Average —Average*1.3 ROOM DETAIL Room name:Loft Heated square footage: 156 Total Cooling BTUH: 3249: Cooled square footage: 156: Total Heating BTUH: 2,613. Heated volume(above grade CF): 1,326 CFM: ! 146 Cooled volume(above grade CF): 1326 Exposed wall area(SF): 21.1 Load Calculation I • I I Cooling • Heating 0 1,000 2,000 3,000 4,000 BTUH AED Graph(mid-summer) 150 = 100 50 0 8 9 10 11 12 13 14 15 16 17 18 19 —BTUH —Average —Average*1.3 • AED graph(fall) 1,000 — ti 500 0 8 9 10 11 12 13 14 15 16 17 18 . 19 — BTUH —Average ®Average*1.3 _ N P1 OF 2, I— STEG® slrEs ®WN1IP 15-MIL VAPOR' ARR}iE A STEGO INDUSTRIES,LLC INNOVATION I VAPOR RETARDERS 07 26 00,03 30 00 I VERSION:FEB 18,2020 co (PRODUCT NAME STIEDO RAP 15401IL VAPOR r,f<RRIIER y % MANUFACTURER' • Stego Industries LLCM F' .f j rY ,` , � 21`6 Avenida Fabricante Suite 10:1 , kr San,Clemente CA'92672 r F$ Sales Technical Assistance ` g��/ Ph (877) 464-7834 FILE COPY , } contact@stegotndustries:com www stegoindustries corn,- 0 PRODUCT DESCRIPTION USES: Stego Wrap 15-Mil Vapor Barrier is used as a below-slab vapor barrier. COMPOSITION: Stego Wrap 15-Mil Vapor Barrier is a multi-Layer plastic extrusion manufactured with only high grade prime,virgin, polyolefin resins. ENVIRONMENTAL FACTORS: Stego Wrap 15-Mil Vapor Barrier can be used in systems for the control of soil gases (radon, methane), soil poisons (oil by-products) and sulfates. TECHNICAL.DATA 'TABLE`Is PHYSICAL IYSICAL PROPERTIES OP STf€(in®M9LRAP 9 S-MIL VAPOR BARRIER PROPERTY° -TEST RESULTS cit'N t ; 9or ` cters `. ASTM E1745 Class A,B&C-Standard Specification for Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs Exceeds Clasf A,B&C ateto ee ASTM F1249-Test Method for Water Vapor Transmission Rate Through Plastic Film and Sheeting Using a Modulated Infrared Sensor 0:0086 perms ASTM E154 Section 8,F1249-Permeance after wetting,drying,and soaking 0 0098 perms r'ryE�g �' ASTM E154 Section 11,F1249-Permeance after heat conditioning 0 0091 perms: ASTM E154 Section 12,F1249-Permeance after low temperature conditioning 0 0097-perms; + � {... ASTM E154 Section 13,F1249-Permeance after soil organism exposure 0.0095 perms' )(fie i arteT`ra l5mt tonFZaYe ASTM D1434-Standard Test Method for Determining Gas Permeability 192:8 GTR* Characteristics of Plastic Film and Sheeting (mL(STP)/m2*day) 1040fi-Dtftus weoefficient K124/02/95 8.8'z;10=12 tn2/second: ASTM D1709-Test Method for Impact Resistance of Plastic Film by Puncture Resistance Free-Falling Dart Method •2 266 grams eirsitsSttet t ; ' ASTM D882-Test Method for Tensile Properties of Thin Plastic Sheeting •70.6 lbf/iri AThiticttess =s,k { 15,rnit :> fRalC width x length: 14-x 140 ' y - area: ,1,9601t2 Roll*Weight ;140.Lb Note:perm unit=grains/Ift2 hr°in-Hgl °GTR=Gas Transmission Rate Eontrrrued;. ' ' Note tegalnoiiceati Page 2. , • • P2 OF 2 STESO® .AA `113-MBL V.4:POR iS3,,BSB BE( A STEGO INDUSTRIES,LLC INNOVATION I VAPOR RETARDERS 07 26 00,03 30 00 I VERSION:FEB 18,2020 DIAVALL TD® l UNDER SLAB: Unroll Stego Wrap 15-Mil Vapor Barrier over an aggregate, sand or tamped earth base. Overlap all seams a minimum of 6 inches and tape using Stego®Tape or Stego®Crete Claw®Tape.All penetrations must be sealed using a combination of Stego Wrap and Stego Accessories. For additional information, please refer to Stego's complete installation instructions. AVAILLOILOTY&COST Stego Wrap 15-Mil Vapor Barrier is available through our network of building supply distributors. For current cost information, contact your local Stego distributor or Stego Industries' Sales Representative. VrMIRAINTY Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee results from the use of the information provided herein. Stego Industries, LLC does offer a limited warranty on Stego Wrap. Please see www.stegoindustries.com/legal. C11MAi1l5' GIANC None required. TECHECCAL SEM CES Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or by visiting the website. I�errt�ifl: contact@stegoindustries.com Contact Number: (877) 464-7834 %tu te: www.stegoindustries.com 0 [FRAM SYSTEMS www.stegoindustries.com (877)464-7834 I www.stegoindustries.com WDtil UATASRE[TSARESUBJECTTOCIANGE FOR T,ASTCUxR€NTVERSIG14.visa vPvr,fi,STEGawutisl'et coif ,..-....._ Step Industries,LLC r,Stego"I Is the exclusive Representative ror'4rsgo Wrap.and Pango Wrap.,,NI.designated trademarksase the Intellectual property of Siege or the entity for which it isacting as a Representative,Ihstallatioti,Warranty,Slate Approval Information and Disclosure of Representative Status: wenv.stegoindustries.com/legaL 02020 Stop Industries,LLC, All rights reserved. STRUCTURAL D...ROOF RAFTERS ABOVE - - N - _ _ _ _ EXISTING EXPOSED BEAM 9 •I U )~ IX NON-LOAD-BEARING Ill "' <1 1 -ii-i. ii1 0EILING MATERIAL Z< NON DOA BEARING BEAM U 4 Q c� Q MAR 17 2022 -) SECTION ,� TOWN OF QUEENSBURY p FsUll_f ilf�G CODES it �C.-o ko- 202\ i z Q � z , 4 4 1 EXISTING POSED w to NON LOAD BEARING C3. Q Y - - - rr - - ' r - - - - - -ROOF SEA- - -ii Ill 0- Q7 I ---� IT- I REMOVE EXISTING 'I'I I I 1 NON-BEARING I I : wpm I REMOVE STAIRW,Y PARTITIONS SHOWN II II11111110111 1 at DASHED I = - ' 1 � I V N III- , z I I 1 � 6 O II I I- Q 6-6 +/- I ii�/i % REMOVE EXISTING NON-LOAD-BEARING 0 ti ROOF BEAM AND Z'Q '4 +/_ REPLACE WITH(2) 11,815 LvL BEAMS d 0 WALL-TO-WALL (K ig t24 z f-f PLAN VIEW fir`'" #'- .,,; �, • 0 O178tFi REVISEDii,. } ;. -Pip P W R SCOTT ARC1-IITECT PLL 13 HILLMAN LOOP , ROUND LAKE NY 12151 (518) 424-3191 . e-mail: rktectenycap,rc,com `4EH20�LMD T202 'LO . dy 6np'IINVIZL?19-Nlds-Eols133HS\-U-ld 56rWWOH LNInd R:�eN3ssH�A�nOSN331le7tikJ3J V+`t�.+ ,,.,,d&Idp SZu-4ic 019) 19Z07 oz Z 3DWFI"730 MHOA AA3N J-LNnOO N71H2i IM ® c 39OZIlJOAMaWNIAPd,. VOW13 SK MGM ',JVN XVi Al JFISSNE--j n•..o:JO NAA01 - dl�°dIHStl3Nlil19d 13VQQJ1N1®dAi6�VI� ISSV96l z 4DIS301VIN3WNON IAN3 � ` CD--j n cj .. gzz. ��+}} qq [ps� pp °°gy��pp ''//�����yy --qq ((��«« ��^^'-'-�� ��++ JJ.�+�.Y�� JJ ------------- rz: U] U= 1 UP zd S .... wATZR UNZ SEPT 2o2a zz 2} N g M 3 11. NE WET 2420 n OIL) R � S,52 a 4 jq -a 41zz �ti 'm4 C93¢'.s�my,i R 7 t� u1p% 2 bpi m Lail ©� J i� a t7 O U R 6 0iai,. it ® Z. OR 000 p :� p Z 6 U➢.p��. map ?W�. Via.. LLJ J @7 z<z N, Z w 60NA.. 6r .. ilm _ - m ENGINEERS SURVEYORS PARTNERS 411 Union Stischenectady, N.Y. 12305 JOSEPH J. BIANCHINE, P.E. DEDICATED LUIGI A. PALLESCHL P,E. 518-377-0315 Fax.518-377-0379 RESPONSIVE ROBERT D. DAMS, JR., P.L.S. www.abdeng.com PROFESSIONAL May 19, 2023 RE: Graziano Residence 195 Assembly Point Road Town of Queensbury Pr9ject #5636A Craig Brown, Director Zoning Administrator Town of Queensbury 742 Bay Road Queensbury, NY 12804 Dear Craig: We have been retained to review plans and specifications prepared by EDP dated December 20, 2020 and last revised April 15, 2021 and approved by the Town on June 15, 2021 for Graziano Residence located at 195 Assembly Pt Road. Please be advised that the site work has been inspected by our finn on May 19, 2023, and can certify that the stormwater practices including the rain garden and porous pavers have been completed in general accordance with the plans and specifications as mentioned above. Should you have any questions or need anything further, please do not hesitate to contact me. Very truly yours, ABD ENGINEERS & SURVEYORS, LLP )JAoe 1016-1 Luigi A. Palleschi, P.E. Partner LAP:tlw cc. John Graziano (Via Email) 5636A-05192023 GRAPHIC SCALE�',' �;r � � 20 15 10 5 0 20 40 80 (IN FEET) 1 INCH = V ADJACENT PARCEL ON SHORE COLONY/ WELL GREATER THAN 100 FT FROM PROPERTY T PROPANE TANKS , \ If M v WOODS Co iT# 1 O 0" CH RRY 01 T #1 IAPLE P #2 oy PLAR r P 2 ANC I � M �t u 1t, 2021 QUEENSBURY TOBuILODING & CODES DWELLING UNIT = ADJACENT PARCEL ON LAKE WATER SUPPLY LANDS NjF ASSEMBLY POINT REALTY, LLC L. 4981, P. 299 CED ��u4/ io'n=1z„GENCEDA N83—°11 — '55"E---— Inik" 10.I/nI� AC UNIT O'H/MNEY s• 7' R CEDAR CEDAR — — — — — — — — — -- 48.40' GATE I I ro o 1 STORY N WOOD DWELLING E Wj 2 OVERHANG I SEPTIC COVERS ELEC 23.99' --- ----I DECI< I I SHED FF - 349.8 M m I M I N 24.42' M \ 36" MAPLE I 18" MAPLE ----- _-� GRAVEL - --- --- -- ------ ----- LANDSCAPE 7,7 273.00' SOk VA TA. -$� THE FOLLOWING TEST PITS WERE PERFORMED ON AUGUST 29, 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: O" - 6" ORGANIC MATERIAL/ TOPSOIL 6" - 24" BROWN MEDIUM SAND (FILL) 24"-48" COBBLE, CRUSHED DRAINAGE STONE (EXISTING SYSTEM) 48'"-60" LIGHT BROWN/ LIGHT GREY COMPACTED FINE SAND NO SEASONAL HIGH GROUNDWATER OBSERVED 7P,*2 O" - 4" ORGANIC MATERIAL/ TOPSOIL 4" - 36 LIGHT BROWN MEDIUM SAND WITH ROCKS I 36''-48" GREY FINE SILTY CLAY LAYER 48'-60" MOTTLED LIGHT BROWN/ LIGHT GRAY SANDY CLAY MOTTLING OBSERVED AT 24" DEPTH THE FOLLOWING PERC TESTS WERE PERFORMED ON AUGUST 29, 2020 AND WERE OBSERVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP: PTWI SLOWEST PERCOLA77ON RATE=30 MIN SLOWEST PERCOLAT70N RATE = 2 MIN LAND- SCAPE 1. O'.& AREA = 22, 835± SQfT OR 0.52± ACRES 267.00' LANDS N/F SSEMBL Y POINT HOLDINGS, ---- L. 5738, P. 99 ADJACENT PARCEL ON LAKE WATER -------------------------------------------------------- SUPPLY A GRAVEL LIGHT LANDSCAPE IRON PIPE ASPHALT STEPS STAIRS I DECK STONE o rn & WOOD % STEPS CO I 0 226.19-2-1 RC-0556-2021 Graziano, John 195 Assembly Point Rd Residential Addition & Alterations lip:' -8 M � --- - Z-' 6,10 , 03 -0 (V N 0 (U O o 0) N 7 _ N N N N O Lu N � 0 I.L � OW Z CO� W C3 v/ Q �W m Z� WW Z N W Q 0, L7 U W O N L CD "I N I- w w_ W O N a a Q Q v ��- VJ >� ��> F W Q ZcoZ W ZF}- -a vJ JW� o Q 0 n W C1 c a O n/ U) O W L Y• QUO n� to rn0� � REVISION DATE BY a UBMITTAL TO TOWN 4/15/2021 NZ a 1"=20' HEET TITLE: EXISTING CONDITIONS HEET NO. 2 GRAPHIC SCALE 20 15 10 5 0 20 40 80 (IN FEET) 1 INCH = 20 FT. PRESSURE DISTRIBUTION ABSORPTION BED 4 LATERALS @ 35 LF. BED SIZE 20' X 40' (800 SF) TW=346.00 1,000 GAL PROPOSED DRIP \ BW=344.50 CONCRETE PUMP EDGE INFILTRATION TANK (MATERIAL t90 SF t 4' RETAININGWALL ///--- CLARUS FUSION BLOCK PER OWNER) j� \ 450 ETU TANK. BE HARDWOOD OR �t TW=346.00 11 BW=342.00 1 h RONAMAr PROPOSED TWO STORY 866 SF HOUSE/GARAGE ADDITION LANDS N/F ASSEMIBL Y POINT REALTY, LLC L. 4981, P. 299 --1 18" MAPLE SHED \` PROP i NE AC UNIT( --J TAN ';S I LANDSCAPE -- :T S':AL`\\\� 1 CEDA i\ 1 y' �\ 8 \ odCEDa l '�°Y I JY: 12"GCED/� r 1 51'J IAR — C_DAP, CEDAR -- -----EEL •.. lr I — STORY '<GARAGE/HOUSE ADDITION 8 t illlllillllllill 11 l� �1111111111 '�11111111111 - .. Iil jijljljljijlllllllilllll • • - 1�1�1�1�1�1�1�1�1�1 all IAN c 5 TW=343.00 BW=341.50 . LE PROPOSED COVERED DECK 273.00' 131' SITE DEVELOPMENT NO TES: - WATER SUPPLY WILL BE FROM LAKE GEORGE - ALL NEIGHBORING PROPERTIES ARE SERVED BY LAKE WATER SUPPLY - SITE LIGHTING WKL BE TYPICAL RESIDENTIAL LIGHTING WITH BUILDING MOUNTED FIXTURES, A FLOOD LIGHT FOR THE DRIVEWAY AREA, AND A POST LIGHT FOR WALKWAY AREAS. - SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE WILL BE TYPICAL OF A RESIDEN7AL LANDSCAPE PLAN AND WILL BE DETERMINED BY THE OWNER AND LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION OF THE HOME o ASPHALTrr � f c LAND_ 01 SCAPE O In STEPS AREA = 22, 8351L SQL T Ijk r OR 0.52± ACRES LANDSCAPE 1 I / ASPHALT DRIVEWAY TO REMAIN IRON plpL 267. 00' _ 124 SF MASTER RELOCATED �_ v BATHROOM ADDITION EXISTING SHED \ PROPOSED RAIN C — GARDEN (SEE , LANDS N/F \ \ DETAIL) t 210 SF �. /ASSEMBL , v POINT HOLDINGS, LLC -- REPLACE t1,650 SF \ _ -- - -- L. 5738. P. 99 GRA VEL - - — �, ASPHALT DRIVEWAY ------------- I I WITH POROUS PAVERS GRA I'EL DAYLIGHT 6" PVC -- UTILITY LINE TO BE SDR-35 RAIN GARDEN - PIPE. MIN SLOPE ® 1% BURIED UNDER ---- PROPOSED POROUS PAVERS ASPHALT STAIRS TEPS z c O N N o cu O N o c O (U O LLJ N N N� o LL OW Z m d <U �- Z W Z� z Z W W N N 2 ® Lo Lo W Z J \\ / 'n CL � I O v / "' W 0 w w_ 2 ti i w ® 1n oCL a ° v Z ° }� U) -- A Q z�z m W azf �/� i o "+ O �L11� co Q W Z 0 d O cnoW QWZE d L < � a. 0 Q �03 U) m REVISION DATE BY A UBMITTAL TO TOWN 4/15/2021 NZ O of bUALL: `w 1"=20' 1 ¢ SHEET TITLE: pq SITE PLAN z SHEET NO. 3 3 cs