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RC-0333-2021 -• Office"UsdiOniy ' PRINCIPLE STRUCTURE PERMIT APPLICATION Permit#: �'0 J� - .20 2-1 Permit Fee: $ 2 Tmvn of Quccosbury 742 Bay Road,Queensbury, NY 12804 *Rec Fee: $ NI$" ' p,rQ,y.c,V'Ja tv� P: 518-761-8256 www.queensburynet Invoice#: Flood Zone? Y N Reviewed By: Project Location: �j�,�1�'2.Y Tax Map #: Subdivision Name: *RECREATION FEE $1000.00 for new dwelling units: single family, duplExfltWo,t'e rrrily, 4nViA it , apartments,condominiums, townhouses,cr,NYS Building Standards & e approve d manuf J, t r d home. This is in addition to the permit fee(s). MAY 0 9 2021 I' PROJECT INFORMATION: TOWN 01 `�'vE�NSSURY B•UIL':;I sC7 CODES [Residential ❑ Commercial, Proposed Use: ®Single-F iIy: ❑Two-Family ❑ Multi-Family (#of units: ) 1. Custom 2. '❑ Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) ❑Townhouse ❑ Garage (#of cars ) ❑ Business Office ❑ Retail ❑ Hotel/Motel ❑ Industrial ❑ Heated Warehouse/Storage Building ❑ Unheated Warehouse/Storage Building ❑Amusement Ride ❑ Other (describe: ) MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 15T floor: Z 1sr floor: 2"d floor: �419y 2"d floor: 3rd floor: Total square feet: 6 Basement(habitable space): Total square feet: 347 Principle Structure Packet Revised March 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ // 2GG,,eoo 2. Proposed use of the building: 'o S,&�,,_ 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: ❑ Gas ❑ Oil [erPropane ❑ Solar ❑ Other: (Fireplaces need a separate Fuel Burning Appliances & Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? ❑ YES © NO Explain, if yes: 6. Are there any easements on the property? ❑ YES K}NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 7 T i X 190' b. Is this a corner lot? ❑ YES © NO .c. Will the grade be changed as a result of the construction? [�j YES ❑ NO d. What is the water source? .❑ PUBLIC [PRIVATE ❑ WELL e. What type of wastewater system is on the parcel? ❑ SEWER ❑PRIVATE SEPTIC DECLARATION: 1. 1 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. 1 certify that the application, plans and supporting materials are a true and 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 localzoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed 1, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a NYSlicensed 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:" 4 -✓4-J SIGNAURE: DATE: Principle Structure Packet Revised March 2021 '< S CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mailing Address, C/S/Z: 65 c-(,jh n�, Q"�p.0.5b`-ei N1 121FCJ`l Cell Phone:518 TTI-?1*/Land Line: Email: ?� Primary Owner(s): Name(s): 5fe-Ve- /- rcj C"k- Mailing Address, C/S/Z: S34 cieoerla, e rd, Cell Phone:5'1�1.51/391-and Line: Email: PA-Ncw.,k-\ckkl� 0 �z �� a cv, ❑ Check if all work will be performed by property owner only • Contractod( (List all additional contractors on the back of this form) Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: "Workers' Comp documentation must be submitted with this application" • Arch itect(s)/Engineer(s): Business Name: �-��✓1► - Cw„s-4r�r ��. Contact Name(s): 'btu" Mailing Address, C/S/Z: Cell Phone:!l0765661-and Line: Email: � �� c��str� cv, Contact Person for Compliance in regards to this project: 4W\,O." Cell Phone: Land Line: Email: Principle Structure Packet Revised March 2021 S Office Use Only Permit#: QC. 0 �� ' ?OZ1 Town of Queens bury Permit Fee:$ 742 Bay Road, Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location: Tax Map ID#: E r, E cE . D l� Room of Install: Planned Install Date: r�.�C.rr®o m, E 9 2021 FUEL BURNING APPLIANCE INFORMATION: TOWNUEENSBURY BUILDING&CODES TYPE OF DEVICE: ❑ Stove ® Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace, factory built** (**Manufacturer's name: Model #: ) SOURCE OF HEAT: E"Wood ❑ Coal ❑ Pellet ❑ Gas CHIMNEY INFORMATION: ❑ Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone ❑ Flue: ❑ the Estee[ size, in inches ❑ Material*: ❑ double-wall ['triple-wall ❑ insulated (*Manufacturer's name:,k1 ciao Model #:?.4:t- f/o5"Y- 76"Z Principle Structure Packet Revised March 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): }6)3k&,-k C�S�E�� -• Contractor Trade: Mailing Address, C/S/Z: G c��;•$v�r c�,�b ( e�;,sb:s�� Cell Phone: Land Line: Email: -r-k�C c — Contact Person for any questions regarding this project: Co Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four (24) hour notification is required for inspections. S. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: `�I a,_ ,1�cu/ SIGNATURE: ` L�'�'�� DATE: S1/12�_ Principle Structure Packet Revised March 2021 v , SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: I'd-- —0 3- ?r DJ-1 Town of Qmwnsburp Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.aueensburV.net Septic Variance? Y N Flood Zone? Y Wetlands? Y /N) Reviewed By: Project Location: 33q Tax Map #: V& • IZ — 1 —"74{ RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 330 Installed? (choose one) ❑ PARCEL INFORMATION: Topography ❑ Flat Rolling [ Steep Slope % Slope Soil Nature ❑ Sand ❑ Loam ❑ Clay ❑ Other, explain: o- k" —10P 3e:\ q- " 1 Q.. is-I I Groundwater At what depth? I Bedrock/Impervious material At what depth? Nosis— Domestic Water Supply ❑ Municipal [:] Well Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: 3.3as` er minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size (wD gallon_ s (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: i3�(3 VX'b Holding Tank System Total required capacity? ; tank size # of tanks Septic Application Revised April 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): °�- Mailing Address, C/S/Z: ie cL-� dgio d r-toiaxJ Cell Phone: 98'-7Q1-701 k Land Line: Email: 'T%Xe(Z N&LJ64 cxti- r6.,-00-_, • Primary Owner(s): Name(s): ,S' e. pu � Mailing Address, C/S/Z: Cell Phone: 3;1 9- Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): (4c>-A44 Ct4euldktm-7 Contractor Trade: ep*+Ok poi Mailing Address, C/S/Z: 6,87 Cl, 6 CA OoeeAS16,wul Cell Phone: VX-21/-0+1r Land Line: Email: "Workers' Comp documentation must be submitted with this application" • Engineer(s): Name(s): Mailing-Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for Compliance in regards to this project: Cell Phone: Land Line: Email: NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and approved.The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. 4. 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. Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: T)eAK ITIXeJIkllpl SIGNATURE: DATE: Septic Application Revised April 2021 �...: FUEL BURNING APPLIANCE & office use only i CHIMNEY APPLICATION Permit#: - ~` ! Permit Fee:$ 11�0 Town of Quccnsbury 742 Bay Road, Queensbury, NY 12804 Invoice#: P:518-761-8256 www.gueensbury.net **ONE APPLICATION PER APPLIANCE** Project Location: '1Jj� C A0VA&f I Tax Map ID#: Room of Install: -S Planned Install Date: eIl/12 Z FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: APB 26 202? Stove _ Fireplace Insert -?gf— Firepla e 7, A/l E?Ul�OF ��EFUg�URY Fuel Fired Equipment (Garage Only: 18,� clearance per IMC 304.3) --` fling Fireplace,factory built** (**Manufacturer's name: e-V -TV q I Model #: -! V 1 Lp ) SOURCE OF HEAT: Wood _Coal _ Pellet _Gas CHIMNEY INFORMATION: Masonry (require plans to be submitted): block brick stone X Flue: the /'�'steel _size, in inches _Material*: ` X/double-wall triple-wall_insulated (*Manufacturer's name: Model #: ) Fuel Burning Appliance&Chimney Application Revised December 2020 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mailing Address, C/S/Z: Cell Phone: _ ( ) Land Line: � ) Email: • Primary Owners : Name(s): 9t" rci�.vv� Mailing Address, C/S/Z: it Bf'Ceg- C� S IW2- Cell Phone: _( ,51S ) 342, = //'3r Land Line: _( ) Email: 14 Mvff0,_0�, caw 1 m Com ❑ Check if all work will be performed by property owner only • Installer/Builder: Workers' C mp documentation must be submitted with this application Contact Name(s): ,�� Contractor-Trade: Gekunk CW-rctdo/' Mailing Address, C/S/Z: o goo r' " �o Cell Phone:_( -57,�- ) c - D Land Line: P ) Email: � � vL ��Ct�rL, C®v►� Contact Person for any questions regarding this project: Cell Phone:_�) Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces &chimneys require plans to be submitted. 4. Twenty-four (24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above- PRINT NAME: /QawAoi oo SIGNATURE: DATE: 70 Z Fuel Burning Appliance&Chimney Application Revised December 2020 TOWN OF OUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist "Ltd=Plan to scale 4WReceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) All wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system Setback to property lines show 10'or more for any part of system >' Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline Septic tank to foundation crawl space/slab on grade, grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) �s Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each —)�ffl.eech Field 20'from foundation 100'from any well 10'from water line � Seepage pit 150'from well 50'from septic tank 4Seepage Pits 3-times diameter apart ��eptic tank and pump stations over 30 gallons 50'from watercourse or wetland "distance from bottom of trench or system 24"to bedrock or mottling 3366"within 1000' of Lake George qv eech field 100'from watercourse or wetland -IZIToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation q'5 Provide Engineer/Architect stamp for bed or design systems Department of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system Q) All tanks anchored or 2' above flood elevation Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) LA-e-S Two (2) full sets of plans Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Light and vent room schedule 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 �1 Emergency Escape or Bedrooms & Habitable Space Above-grade: 5.7 sq. ft. Grade: 5.0 sq. ft. 24" (h)x 20" (w) minimum 1,1-c�S 44" maximum height above door Window control devices 24" or less 2"d story or 72" above grade Egress window from basement 5.0 sq. ft. Floor system sizing per.table 502.3.1 Residential check ERI or Prescriptive method S All foam plastic on foundation & crawl space covered by 15 minute thermal barrier 6- Driveway length: 300' or more-12' width required/500' or more, turnaround required R.S Foundation drainage on plans, if required Q, 6" drop in 10' exterior grade Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 Ice &snow shield-24" from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width -, Stair run and rise Winder run and rise Spiral stairs meet requirements 4/-S Smoke detectors—battery backup & proper location, interconnected Heat detectors in attached garages-as of 4/1/2021 Bathroom fixtures—proper clearance Hall width-36" width Handrails more than four risers on open sides Railing &guards >30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas Garage fire separation: %" gable end/5/8" under living space &%" on walls/20 min. door !� and closer Residential Plan Review Revised March 2021 1 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) -e Garage floor sloped Attic access: gasket seal & R-value equal to roof insulation Roof over 30" —22"x 30"/Crawl spaces 18" x 24" access Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected within 15' of sleeping area S Soil test results, if required Septic to well or waterline separation kik-e-, All paperwork signed Note on plans energy saving light bulbs 75% -� Blower door test agency paperwork 6 Floodplain Permit required —check map: 2 feet above flood elevation Hurricane clips required r! Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel -e Manuals S &J required for heating system. Cold air return hard piped rS Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations • ,�S Baffles at eaves for insulations and knee walls Makeup air for range hood >400 cfm _-Continuous header for garage doors to end wall/3" nailing pattern/strapping Q- 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 2021 Architect Series°Traditional Casement Window ® Size Tables Vent and Fixed Units F ILE COPY (451) (552) (603) (654) (756) (832) (908) (432) (533) (584) (635) (737) (813) (889) Opening 1'53/4" 1'9314" 1'113/4" 2'13/4" 2'53/4" 2'83/4" 2'11 3/4" Frame 1'5" 1'9" 1'11" 2'1" 2'5" 2'8" 2'11" co Eo N NM01 � 01 IMM E3 JO 1732 2132 2332 2532 2932 3232 3532 m N (V 9 M m M E3 M E2 Ei Ez 1735 2135 2335 2535 2935 3235 3535 - Egress Notes: o O7 " P M Ea Ez Ez E Check all applicable local codes for emergency egress " Mrequirements. 1711 1741 2141 2341 2541 2941 3241 3541 E Window meets minimum clear ope`ni`n`g o 4" q height 20 width and' MIE FEE E1= 7 kz M _ I Window meets minimum clear opening of 24" N H height,20"width,and 5.0 ftz. EE E E2= With optional side pivot hardware,window 1747 2147 2347 2547 - 3247 3547 meets minimum clear opening of 24"height,20" width,and 5.7 ftz. E3= With optional side pivot hardware,window MI 7 MM meets minimum clear opening of 24"height,20" v v width,and 5.0 ftz. Ez E H E E See Design Data pages in this section for clear opening 1753 2153 2353 2553 2953 3253 3553 dimensions. Clear opening(egress)information does not take into O m - 6 consideration the addition of a Rolscreen(or any other accessory)to the product.You should consult your local building code to ensure products with Rolscreens meet TE2 E H E E egress requirements. 1759 2159 2359 2559 _1 3259 3559 Side pivot hardware reduces Performance class to'R'. MI FM [JulLill FT111 FM FMI N 7 O n Opening Dimensions Ez E E1=1 E Clad Exterior Units:Dimensions shown in tables 1765 2165 2365 2565 2965 3265 3565 are rough opening dimensions. Wood Exterior Units:Use frame dimension plus mdimensions below.This dimension includes the use of standard 1-1/8"wood subsill. ❑T E2 E E E 1771 2171 2371 2571 2971 3271 3571 Brickmould Width Height Width Height _ STD +3/4" +1-7/8" +3-1/8" +3-1/8" M Q 3-1/2" +3/4" +1-7/8" + 6-3/8" +4-3/4" For clad and wood units with HurricaneShieldo impact-resistant ❑T Ez E E E glass,see the product installation instructions or refer to local 1773 2173 2373 2573 2973 3273 3573 building code requirements. Not to scale. QF =Fixed Unit Only T=Tempered glass due to aspect ratio. Traditional grille patterns shown.Refer to Clad/Wood Overview Section for additional patterns and profiles. Pella 2021 Architectural Design Manual i Division 08-Openings I Windows and Doors i www.Pelia.com CM-19 Architect Series®Traditional Hung Window Size Tables - Equal Sash Fixed Transoms (552) (654) (756) (857) (959) (1 060) (1 162) (1 238) (533) (635) (737) (838) (940) (1041) (1143) (1219) Opening 1'93/4" 2'1314" 2'5314" 2'9314" 3'13/4' 3'53/4" 3'93/4" 4'ON" Frame 1'9" 2'1" 2'5" 2'9" 3'1" 3'Y 3'9" 4'0" mm r m M �y 2114 2514 2914 3314 3714 4114 4514 4614 N M M M F1 � F7FM v� 2117 2517 2917 3317 3717 4117 4517 4817 rmD� N N LQ � 0 2125 2525 2925 3325 3725 4125 4525 4825 Vent Units 2135 2535 2935 3335 3735 4135 4535 4835 _ ® ® ® ® ® ® ® ® Egress Notes: c c Check all applicable local codes for emergency vv egress requirements. 2141 2541 2941 3341 3741 4141 4541 4841 E = Window meets_minimumclear}pens g f 24' height^20:widthjand-5.7ft?. a ® ® ® ® ® ® ® ® E1= Window meets minimum clear opening of 2 "height,20"width,and 5.0 ft . mFn See Design Data pages in this section for clear opening dimensions. 2147 2547 2947 3347 3747 4147 4547 4847 Clear opening(egress)information does not take ® ® ® ® ® ® ® ® into consideration the addition ofa Rol any other accessory)to the product.You should consult your local building code to ensure products a "v with Rolscreens meet egress requirements. 2153 2553 2953 3353 3753 4153 4553 4853 iff Opening Dimensions Clad exterior units: EtE E E Dimensions shown in standard size tables are 2157 2557 2957 3357 3757 4157 4557 4857 rough opening dimensions. ® ® HE Wood exterior units: Use frame dimension plus dimensions below.This dimension includes the use of standard 1-1/8" wood subsill. E E E E 2159 2559 2959 3359 3759 4159 4559 4859 Brickmould Width Height Width Height ^:a ® ® ® ME ME ME ® STD +3/4" +1-7/8" +3-1/8"+3-1/8" G 11 3-1/2" +3/4" +1-7/8" +6-3/8"+4-3/4" rn 1111 For clad and wood units with HurricaneShield®impact-resistant ll E E glass,seethe product installation instructions or refer to local 2165 2565 2965 3365 `E3-7_65'�`8 4165 4565 4865 building code requirements. Not to scale. Traditional grille patterns shown.Refer to Grille Types section for additional patterns and profiles. Pella 2021 Architectural Design Manual I Division 08-Openings I Windows and Doors I www.Pella.com DH-14 x CGenerated by REScheck-Web Software �J( Compliance Certificate EC E WE Project Haraden p Energy Code: 2018 IECC JUN '0 3 2021 Location: Warren County, New York Construction Type: Single-family TOWN OF QUEENS$URY Project Type: Addition BUILDING& CODAS Climate Zone: 6 (8499 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 334 Cleverdale rd Dean Howland Queensbury, NY 12804 REVIEWED FOR Howland Construction Inc. ENERGY CODE COMPLIANCE jake@h ake@h-7011 owlandconstruction.com Compliance: 6.7%Better Than Code Maximum UA: 465 Your UA: 434 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies on Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,765 49.0 0.0 0.026 46 Wall:Wood Frame, 16" o.c. 1,560 23.0 0.0 0.055 44 Door 2:Solid Door(under 50%glazing) 158 0.100 16 Window 2:Wood Frame 606 0.290 176 Wall 1:Wood Frame, A"o.c. 1,656 23.0 0.0 0.055 91 Floor:All-Wood joist/Truss 642 49.0 0.0 0.021 13 Basement: Solid Concrete or Masonry 932 21.0 0.0 0.041 38 Wall height: grade: FILE �®P'Y Depth below grade: 7.5' Insulation depth: 7.8' . Crawl:Solid Concrete or Masonry 320 21.0 0.0 0.052 10 Wall height:4.0' Depth below grade: 3.5' Insulation depth: 3.6' Compliance Statement: The proposed building design describ re is consist it building plans,specifications,and other calculations submitted with the permit application.The p osed bul 'ng ha een si ned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with t e mandatory r qui ments I' t n the REScheck Inspection Checklist. Y15Dn �. 3(k(oe 2�1 Name-Title nature Date Project Title: Haraden Report date: 06/03/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, 'Construction drawings and t {❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ;❑Not Observable envelope represented on EINot Applicable construction documents. i 103.1, ;Construction drawings and I❑Complies ; 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for ii [PR3]1 :lighting and mechanical systems. ❑Not Observable ; IUD ;Systems serving multiple ! ❑Not Applicable 'dwelling units must demonstrate ,compliance with the IECC t ;Commercial Provisions. ? ; 302,1, ;Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 {sized per ACCA Manual S based Btu/hr Btu/hr '!❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: 1 Manual J or other methods Btu/hr ; Btu/hr ❑Not Observable , iapproved by the code official. ;[:]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename: Page 2 of 9 section plans Verified Field Verified # Foundation inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall ; R- R- ❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior: R- R_ ❑Does Not ;table for values. insulation is used,verification ❑Not Observable may need to occur during ❑Not Applicable Insulation Inspection. Not PP required in warm-humid locations: j :in Climate Zone 3. 303.2 ;Conditioned basement wall ;❑Complies ; [F05]1 �insulation installed per ❑Does Not :manufacturer's instructions. '❑Not Observable ' I❑Not Applicable 402.2.9- :Conditioned basement wall ft ft `❑Complies ;See the Envelope assemblies [F06]1 :insulation depth of burial or ❑Does Not ;table for values. ;distance from top of.wall. ;❑Not Observable ; ❑Not Applicable 402.2.11 ';Unvented crawl space wall R- R- ;❑Complies ;See the Envelope Assemblies [F07]1 ;insulation R-value. R_ R- ❑Does Not table for values. V ❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall E]Complies [FO8]1 insulation installed per y ❑Does Not manufacturer's instructions. 1 4' ; i❑Not Observable I❑Not Applicable 402.2.11 ;Unvented crawl space continuous El Complies [F09]1 'vapor retarder installed over ❑Does Not J :exposed earth,joints overlapped by 6 in.and sealed,extending at ;❑Not Observable ; least 6 in. up and attached to the ❑Not Applicable wall. ; 402.2.11 ;Unvented crawl space wall in. in. ;❑Complies ;See the Envelope Assemblies [FO10]1 ;insulation depth of burial or :❑Does Not table for values. distance from top of wall. ; ;❑Not Observable ❑Not Applicable 303.2.1 ;A protective covering is installed ;❑Complies [FO11]2 Ito protect exposed exterior J❑Does Not I insulation and extends a ; ' I minimum of 6 in. below grade. S . I❑Not Observable , t 3❑Not Applicable ; 403.9 !Snow-and ice-melting system 111Complies I [FO12]2 'controls installed. I❑Does Not yj I #❑Not Observable 1 i ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename: Page 3 of 9 Section Plans Verified .Field Verified # Framing/Rough-In Inspection 17 Complies?;:. Comments/Assumptions &Req.ID ,....:Value Value"- 402.1.1, ;DoorU-factor. ; U- U- '❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ` ;❑Not Observable ; ❑Not Applicable 402.1.1, ;GlazingU-factor area-weighted ; U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). E]Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products i❑Complies [FR4]1 are determined in accordance ElDoes Not J with the NFRC test procedure or ;taken from the default table. 1❑Not Observable f ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ,❑Complies ! . [FR23]1 :installed per manufacturer's J❑Does Not , instructions. # ,❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies [FR20]1 "is listed and labeled as meeting "`I❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 I ( ❑Not Observable -' ;or has infiltration rates per NFRC ; , '400 that do not exceed code P J❑Not Applicable ; limits. ) I 402A.5 IC-rated recessed lighting fixtures : ;❑Complies [FR16]2 Jsealed at housing/interior finish 1❑Does Not and labeled to indicate :52.0 cfm J leakage at 75 Pa. I❑Not Observable ; ." =❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 'insulated >= R-8 where duct is UDoes Not I u >=3 inches in diameter.and >_ i R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ;❑Not Applicable :the building insulated >= R-6 for . ;diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter 4 E]Complies [FR13]1 'boxes are sealed with i I❑Does Not I 'joints/seams compliant with ❑Not Observable International Mechanical Code or - J❑Not Applicable ilnternational Residential Code, as :, ;applicable. J I 403.3.5 ;Building cavities are not used as ❑Complies [FR15]3 . ;ducts or plenums. " " 1E]Does Not I C [-]Not Observable I ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]2 J above 105 QF or chilled fluids I ;❑Does Not .° below 55°F are insulated to>_R- 13 ;pNot Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC '❑Complies [FR24]1 piping• " ❑Does Not '#❑Not Observable :❑Not Applicable a 4015.3 Hot water pipes are insulated to ; R- R- ❑Complies [FR18]2 {?R-3. ;❑Does Not ' ' ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename; Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough"-In Inspection Complies? Comments/Assumptions, & Req.ID Value Value 403,6 jAutomatic or gravity dampers are} J❑Complies ; [FR19]2 !installed on all outdoor air ❑Does Not intakes and exhausts. ?❑Not Observable + r ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename: Page 5 of 9 ..Section - . "., . , ;, • . , . Plans Verified F'ield.Verified ; #. Insulation Inspection, Complies. Comments/Assumptions & R'eq.ID Value Value 303.1 All installed insulation is labeled 1EIComplies [IN13]2 or the installed R-values # ❑Does Not provided. {❑Not Observable ;❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 j❑ Steel Steel ❑ ,❑Not Observable ;❑Not Applicable ; 303.2, ,Floor insulation installed per 10complies 402.2.8 !manufacturer's instructions and ss ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor t❑Not Observable ; ;framing cavity insulation is in ;❑Not Applicable :contact with the top side of sheathing, or continuous ;insulation is installed on the { ;underside of floor framing and # extends from the bottom to the 'top of all perimeter floor framing members. l 402.1.1, ;Wall insulation R-value. If this is a: R- R- �;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least'/z of the ❑ Wood °❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per IE]Complies ; [IN4]1 :manufacturer's instructions. ❑Does Not } j❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req:ID Value Value. . „ 402.1.1, Ceiling insulation R-value. ; R- R- ❑Complies !See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ❑Does Not `table for values. 402.2.2, Steel 402.2.6 ;❑ ❑ Steel Observable [FI1]1 ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per ;❑Complies 303.2 'manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ;❑Not Observable ' 300 ft2. ; j❑Not Applicable 402.2.3 Vented attics with air permeable ;❑Complies ; [FI22]2 !insulation include baffle adjacent I❑Does Not I to soffit and eave vents that ( ;extends over insulation, f❑Not Observable ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ;❑Complies [FI311 'insulation >_R-value of the 1 ❑Does Not adjacent assembly. ; ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 .;ach in Climate Zones 1-2, and iDDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable ; 403.3.3 ';Ducts are pressure tested to ; cfm/100 cfm/100 ❑Complies [FI27]1 ;determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total ;leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including !the manufacturer's air handler ,enclosure if installed at time of test. Postconstruction test:Total leakage measured with a ; :pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. ; 403.3.4 ;,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 .cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; ❑Not Applicable ,'tests,verification may need to Pp occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated t?t ❑Complies ; [FI24]1 by manufacturer at<=2%of t ❑Does Not design airflow. ❑Not Observable ; i❑Not Applicable 4031.1 ;Programmable thermostats i '❑Complies ; (FI9]2 !installed for control of primary ;• i❑Does Not heating and cooling systems and j❑Not Observable I initially set by manufacturer to ❑Not Applicable ,code specifications. pP•cable 403.1.2 !Heat pump thermostat installed ;❑Complies ; [FI10]2 !on heat pumps. UDoes Not ; ❑Not Observable :;❑Not Applicable 403.5.1 Circulating service hot water 5❑Complies ; [FI11]2 isystems have automatic or 3❑Does Not accessible manual controls. j❑Not Observable ; I❑Not Applicable ; 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename: Page 7 of 9 Section Plans;Verifiecl_ Field Verified , # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Ft ID 403.6.1 ;All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not 1 HVAC equipment meet efficacy I and airflow limits per Table ❑Not Observable R403.6.1. �❑Not Applicable ; 403.2 ;Hot water boilers supplying heat ❑Complies [FI26]z through one-or two-pipe heating ❑Does Not ,systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor `" 1❑Not Applicable ; temperature. 403.5.1.1 ;Heated water circulation systems sis ❑Complies [FI28]2 {have a circulation pump.The i ❑Does Not isystem return pipe is a dedicated return pipe or a cold water supply iE]Not Observable ; pipe.Gravity and thermos- i ;❑Not Applicable ysyphon circulation systems are I not present.Controls for ; !circulating hot water system i pumps start the pump with signal j !for hot water demand within the t Ioccupancy. Controls #automatically turn off the pump ,when water is in circulation loop is at set-point temperature and I ; no demand for hot water exists. I 403.5.1.2 j Electric heat trace systems ;❑Complies ; [FI29]2 {comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically #❑Not Observable {adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the + I I piping. 403.5.2 €Demand recirculation water ;❑Complies [FI30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable ; f water entering the cold water ❑Not Applicable i piping to<= 1044F. 403.5.4 ;Drain water heat recovery units # ;❑Complies [FI31]z :tested in accordance with CSA ❑Does Not I B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units<3 psi for ; I❑Not Applicable ; individual units connected to one a. or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to Fthree or more showers. ] 404.i 90%or more of.permanent ❑Complies ! [FI6] fixtures have high efficacy lamps. ❑Does Not ❑Not Observable {{{ i❑Not Applicable 404.1.1 ;Fuel gas lighting systems have k'❑Complies ; [F123]3 !no continuous pilot light, j❑Does Not I ❑Not Observable , ❑Not Applicable 401:3 ,Compliance certificate posted. ClComplies [FI7]2 ❑Does Not S❑Not Observable ; I ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value & Req.ID Value Complies? Comments/Assumptions 303.3 'Manufacturer manuals for Complies [FI1813 'mechanical and water heating ❑Does Not {systems have been provided. i❑Not Observable {❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Haraden Report date: 06/03/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency ertificat Above-Grade Wall 23.00 Below-Grade Wall 21.00 Floor 49.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.10 Heating System: Cooling System: Water Heater: Name: Date: Comments Manual S Compliance Report Job: HARADEN Date: May 04,2021 Entire House By: Plan: HARADEN Project • • For: DEAN HOWLAND, HOWLAND DESIGN LAKE GEORGE, NY ,Qoofing Eiquipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 42590 Btuh Entering coil DB: 75.30F Outdoor design WB: 71.0°F Latent gain: 5266 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0*F Total gain: 47856 Btuh Indoor RH: 50% Estimated airflow: 2278 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: York Model: YCJD60S4lS2+BC**C4(6,9)60++TD Actual airflow: 1833 cfm ! �r Sensible capacity: 0 Btuh 0% of load FILE COPY Latent capacity: 0 Btuh 0% of load Total capacity: 0 Btuh 0% of load SHR: 0% • • Design Conditions Outdoor design DB: -4.0°F Heat loss: 123557 Btuh Entering coil DB: 66.0°F Indoor design DB: 68.0*F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: York Model: TM9X120D20MP11 Actual airflow: 1833 cfm Output capacity: 114000 Btuh 92% of load Temp. rise: 50 OF 226.12-1-74 RC-0333-2021 D Haraden, Stephen 334 Cleverdale Rd MAY 0 9 2021 SFD w/wood fp 3476 s.f., Gar. 644 s.f. 0 TOWN OF QUEENSBURY Meets are all requirements ofACCA Manual S. BUILDING&CODES ,t:. wrightsoft® 2021-May-05 08:37:24 Right-Su1te®Universal 2017 17.0.16 RSU25116 Page 1 ACCK ...t.langeworthy\Documents\York\334 CLEVERDALE.rup Calc=MJ7 Front Door faces: N A!Z- ResidentialPlans Examiner Review • Form Systemrm Design RPER 1 ACCK. • (�oads, Equipment, Ducts) 15 Mar 09 Atc cormarhscfan,= QUEENSBURY NY Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No Building plan#: HARADEN Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes E] No � Home address(Street or Lot#,Block,Subdivision): Entire House HVAC LOAD •1 Desiqn Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: -4 OF Orientation: Front Door faces North Indoor temperature: 68 OF North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 123557 Btuh Number of bedrooms: 3 Conditioned floor area: 5380 f:2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 85 OF Indoor temperature: 75 OF Windows Roof Grains difference: 27 gr/lb a50% RH Eave overhang depth: 0 ft Sensible heat gain: 47322 Btuh Internal shade: none Blinds,drapes,etc. E. Latent heat gain: 5851 Btuh Depth window Total heat gain: 53173 Btuh Number of skylights: 0 HVAC ® 4 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace E%igment type: SplitAC Heating cfm: 1833 unnace,Heatpump,Boiler,etc. it onditioner,Heat pump,etc. Cooling cfm: 1833 Model: York Model: York Static pressure: 0 in H2O TM9X120D20MP11 YCJD60S41S2+BC**C4(6,9)60++Z D Fan's rated external static pressure for design airflow Heating output capacity:. 114900 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 1833 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: ((�� 1n/100ft Branch duct: Sheet metal Friction Rate=ASP=(TELx 70tf) declare the load calculation,equtipmprit,equipment s- - • • ductdesign wore rigo.rously performed based on - building plan listed above, I understand the claims made,on these f rms will be sub ject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, • - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist rF wrightSOW Right-Suite®Universal 2017 17.0.16 RSU25116 Project Summary Job: HARADEN Date: May 04,2021 Entire (louse By: Plan: HARADEN Rro"ect Information For: DEAN HOWLAND HOWLAND DESIGN LAKE GEORGE, NY Notes: Design Infoemation Weather: Glens Falls AP, NY, US Winter Design Conditions Summer Design Conditions Outside db -4 OF Outside db 85 OF Inside db 68 OF Inside db 75 OF Design TD 72 OF Design TD 10 OF Daily range M Relative humidity 50 %U Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 116563 Btuh Structure 40562 Btuh Ducts 6994 Btuh Ducts 2028 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none Humidification 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 123557 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 38331 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 5266 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heatingg Cool ingg (none) Area(ft2 5380 5380 Equipment latent load 5266 Btuh Volume(ft') 43041 43041 Air changes/hour 0.90 0.40 Equipment total load 43597 Btuh Equiv.AVF (cfm) 646 287 Req. total capacity at 0.70 SHR 4.6 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York Trade YORK Trade ADP Model TM9X120D20MP11 Cond YCJD60S41S2 AHRI ref 2008696 Coil BC**C4(6,9)60++TD AHRI ref 7110275 Efficiency 95.5AFUE Efficiency 11.7 EER, 14 SEER Heating input 120000 Btuh Sensible cooling 38500 Btuh Heating output 114000 Btuh Latent cooling 16500 Btuh Temperature rise 57 OF Total cooling 55000 Btuh Actual air flow 1833 cfm Actual air flow 1833 cfm Air flow factor 0.015 ,cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. Wrl htsoft® 2021-May-05 08:37:24 9 Right-Suite®Universal 2017 17.0.16 RSU25118 ACCK ...t.langeworthy\Documents\York\334 CLEVERDALE.rup Calc=MJ7 Front Door faces: N Page 1 Right-J®Worksheet Job: HARADEN Entire House Date: May 04,2021 By: Plan: HARADEN MANUAL J:7th Ed. 1 Name of room Entire House Room1 Room2 Room3 2 Length of exposed wall 722.8 ft 156.0 ft 19.0 ft 12.0 ft 3 Room dimensions 1.0 x 1256 ft 11.0 x 8.0 ft 7.0 x 5.0 ft 4 Ceilings Condit.Option 8.0 ftj d 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg I Cig (ft2) Htg Cig (ft2) Htg I Clg (ft2) Htg Clg (ft2) . Htg I Cig 5 Gross a 12E3 5.4 1.0 5783 **** ***" 1248 **** **"* 152 **** **** 96 **** **** Exposed b 0 0 III!!I **** **** !!Mill walls and c 0 0 I11!1! "*** "*:* III!!! partitions d 0 0 11!!!! "*** **** !!I!!! **** ***" !I!!II "*** **** I!!lll e 0 0 11111! **** **** IlII!! **** **"* llllll "**" **** 11111! **** **** f 0 0 !!!!I1 ••*• **_• I!III! •*•• •"_• !!I!I! "«*• •*_• llllll "••" *"*" 6 Windows and a 3A0 39.7 ** 645 25588 "*** 90 3570 "*"" 0 0 ***" 0 0 ***" glass doors b 0 ** 0 0 "*** 0 0 "*** 0 0 **** 0 0 **** Heating c 0 *" 0 0 **** 0 0 **"* 0 0 **** 0 0 **** f 0 ** 0 0 **** 0 0 **** 0 0 *""* 0 0 7 Windows and North 19.0 240 **"* 4560 90 **** 1710 0 "*** 0 0 **** 0 glass doors NE/NW 0 0 **** 0 0 **** 0 0 "*"* 0 0 **** 0 Cooling E/W 68.0 305 **** 20740 0 **** 0 0 **** 0 0 **** 0 SE/SW 0 0 ***" 0 0 **** 0 0 "*** 0 0 **** 0 South 34.0 100 **** 3400 0 **** 0 0 **** 0 0 ""** 0 Horz 0 0 **** 0 0 "*** 0 0 **"* 0 0 "*** 0 8 Other doors a 11FO 12.2 2.3 238 2913 550 63 771 146 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 4900 26458 4998 1095 5913 1117 152 821 155 96 518 98 exposed b 0 0 1111!1 0 0 111111 0 0 !!III[ 0 0 Mill 0 0 walls and c 0 0 IBM 0 0 MII! 0 0 ]lllll 0 0 Mill 0 0 partitions d 0 0 !111[[ 0 0 111111 0 0 IM11 0 0 11MI 0 0 e 0 0 IIIIII 0 0 1!I1!1 0 0 !!fill 0 0 I!1!11 0 0 f 0 0 llllll 0 0 Mill 0 0 !11111 0 0 !!fill 0 0 10 Ceilings a 16GO 2.4 1.1 2814 6686 3157 0 0 0 0 0 0 0 0 0 b 0 0 111111 0 0 B1111 0 0 11111! 0 0 !11111 0 0 c 0 0 llllll 0 0 llllll 0 0 llllll 0 0 !I1111 0 0 d 0 0 111M 0 0 llllll 0 0 llll[1 0 0 llllll 0 0 e 0 0 Illl!I 0 0 lll!II 0 0 IIIIII 0 0 llllll 0 0 f 0 0 111!!! 0 0 llllll 0 0 llllll 0 0 llllll 0 0 11 Floors a 1910 1.7 0 1400 2419 0 1256 2170 0 88 152 0 35 60 0 (Note:room b 1910 1.7 0 790 1365 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 !!!!!1 0 0 llllll 0 0 Il M 0 0 IIIIII 0 0 is displ. d 0 0 IMI! 0 0 II!!II 0 0 11111! 0 0 11!lll 0 0 for slab e 0 0 Ililll 0 0 !Milli 0 0 llllll 0 0 111f11 0 0 floors) fj 0 0 !I11!1 0 0 !11111 0 0 !!!II! 0 0 111!!I 0 0 12 Infiltration a 57.9 3.6 883 51132 3156 153 8860 547 0 0 0 0 0 0 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 116563 **** **** 21285 **** **** 973 **** _*** 579 **** Less external heating ***" 0 *`«* ***" 0 **`* "**' 0 **** **** 0 '"** Less transfer **** 0 **«* **•* 0 '*** '**' 0 ***' "*** 0 *«"* Heating redistribution **** 0 **** **** 0 **** **** 0 **** *__* 0 ***_ 14 Duct loss 6% 6994 **** 6% 1277 "*** 6% 58 **** 6% 35 **** 15 Total loss=13+14 ***" 123557 **** **** 22562 **** **** 1031 **** *"** 614 **** 16 Int.gains: People @ 300 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Appl. @ 1200 0 **** 0 0 **** 0 0 **** 0 0 **** 0 17 Subtot RSH gain=7+8..+12+16 **** ***" 40562 **** **** 3519 **** **"* 155 "*"* *"** 98 Less external cooling ""** **"* 0 **** **"' 0 "*' *'*' 0 *«*« **** 0 Less transfer ""* *"** 0 ***" ***" 0 ***' ***« 0 *`** **** 0 Cooling redistribution ***' **** 0 "*'* **" 0 ***« **** 0 '*** '*"= 0 18 Duct gain 5% ***" 2028 5% ** 176 5% **** 8 5% **** 5 19 Total RSH gain=(1 7+18)*P LF 1.00 **** 42590 1.00 **** 3695 1.00 **** 163 1.00 *"** 103 20 Air required(cfm) 1833 1833 335 159 15 7 9 4 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. �4 A-- �- wrightsofC 2021-May-05 08:37:24 Right-Suite®Universal 2017 17.0.16 RSU25116 page 1 ..t.langeworthy\Documents\York\334 CLEVER DALE.rup Calc=MJ7 Front Door faces: N Right-M)Worksheet .lab: HARADEN Entire House Date: May 04,2021 Byy: Pfan: HARADEN MANUAL J:7th Ed. 1 Name of room Room4 Room5 Room6 Room? 2 Length of exposed wall 3.0 ft 156.0 ft 19.0 ft 11.0 ft 3 Room dimensions 7.0 x 3.0 ft 1.0 x 1256 ft 11.0 x 8.0 ft 7.0 x 4.0 ft 4 Ceilings Condit.Option 8.0 ftl heat/cool 8.0 ft heat/cool 8.0 ftl heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg I Clg W) Htg Clg (W) Htg I Clg (ft� Htg Cig I(ft� Htg I Clg 5 Gross a 12E3 5.4 1.0 24 *"** '*`" 1248 **"* **** 152 "*"' **** 88 **** **** Exposed b 0 0 !Mli "*** **** I!IM ***« **** IIIIII *"** **** IIIIII **** **** walls and c 0 0 !!1111 **" **** I!!!I! "'* **** in I!! partitions d 0 0 Bll!! ***' **" !!!!!! **** **'* Mill **** **** !!!!!! **** **** f 0 0 !!!l!l ...* *... IMI! .«.* .""" Illlll «**. .... M!11 6 Windows and a 3A0 39.7 *" 0 0 **"* 135 5356 *"** 0 0 '*** 10 397 "*** glass doors b 0 ** 0 0 *"** 0 0 **** 0 0 '**' 0 0 **** Heating c 0 "* 0 0 **"* 0 0 "*** 0 0 **** 0 0 ***" e 0 `* 0 0 **** 0 0 **** 0 0 '**" 0 0 **** f 0 ** 0 0 **•• 0 0 **•" 0 0 ••*" 0 0 •:•• 7 Windows and North 19.0 0 *"*" 0 30 **** 570 0 *"** 0 0 "*** 0 glass doors NE/NW 0 0 *""* 0 0 *'** 0 0 "*** 0 0 ""** 0 Cooling E/W 68.0 0 '*** 0 85 **** 5780 0 **** 0 10 "*** 680 SE/SW 0 0 "*** 0 0 **** 0 0 **** 0 0 ***" 0 South 34.0 0 ***` 0 20 *"* 680 0 ***' 0 0 **** 0 Hoe 0 0 **'* 0 0 "'* 0 0 *"** 0 0 **** 0 8 Other doors a 11F0 12.2 2.3 0 0 0 154 1885 356 21 257 49 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 24 130 24 959 5179 978 131 707 134 78 421 80 exposed b 0 0 Illlll 0 0 IIIIII 0 0 IM11 0 0 111111 0 0 walls and c 0 0 Illlll 0 0 !!!III 0 0 Mill 0 0 Mill 0 0 partitions d 0 0 I!!I!I 0 0 Illlll 0 0 IM11 0 0 1111!! 0 0 e 0 0 Mill 0 0 111111 0 0 Illlll 0 0 11!M 0 0 f 0 0 !III1! 0 0 Illlll 0 0 Illlll 0 0 Mill 0 0 10 Ceilings a 16G0 2.4 1.1 0 0 0 234 556 263 0 0 0 0 0 0 b 0 0 111111 0 0 Illl!I 0 0 Illlll 0 0 IIIIII 0 0 c 0 0 I!M 0 0 111111 0 0 I!M 0 0 M111 0 0 d 0 0 !!M 0 0 Illlll 0 0 Illlll 0 0 111111 0 0 e 0 0 Illlll 0 0 11111! 0 0 lllll! 0 0 11111! 0 0 f 0 0 !11111 0 0 IIIIII 0 0 Mill 0 0 111111 0 0 11 Floors a 1910 1.7 0 21 36 0 0 0 0 0 0 0 0 0 0 (Note:room b 1910 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 Mill 0 0 Illlll 0 0 IIIIii 0 0 1!1!!! 0 0 is displ. d 0 0 Illlll 0 0 Illlll 0 0 Illlll 0 0 Mill 0 0 for slab e 0 0 Mill 0 0 Illlll 0 0 II1l!! 0 0 !!!!II 0 0 floors) f 0 0 !1I11! 0 0 Ill!!! 0 0 !ill!! 0 0 1IM1 0 0 12 Infiltration a 57.9 3.6 0 0 0 289 16735 1033 21 1216 75 10 579 36 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 "*** 166 '*'* *'*' 29711 **** '*'* 2180 "** '*"* 1397 **** Less external heating •*'* 0 "««* **"* 0 **** **** 0 *«** *_** 0 •*** Less transfer **'• 0 ***• **** 0 **** **** 0 **** **«" 0 *"*« Heating redistribution **«* 0 '**' •*** 0 **** *•** 0 **** **** 0 ***_ 14 Duct loss 6% 10 "*"* 6% 1783 **** 6% 131 **** 6% 84 **** 15 Total loss=13+14 **** 176 *"** **** 31493 **** **** 2311 *'** **** 1481 "*** 16 Int.gains: People @ 300 0 **** 0 0 **** 0 0 ***" 0 0 **" 0 Appl. @ 1200 0 •*•• 0 0 `*•• 0 0 "**" 0 0 **•• 0 17 Subtot RSH ain=7+8,.+12+16 **** **** *«** *"«* **** **** **** ***, 9 24 9660 257 795 Less external cooling """" ***« 0 **** "**: 0 **." *:** 0 """" ***+ 0 Less transfer •"** •""" 0 •*** **** 0 *••* ***• 0 •""` «"*• 0 Cooling redistribution **" **"* 0 **** **** 0 **** ***: 0 ***• *"** 0 18 Duct gain 5% **"* 1 5% **" 483 5% **'* 13 5% **'* 40 19 Total RSH gain=(17+18)*PLF 1.00 **** 26 1.00 ***' 10143 1.00 **** 270 1.00 **** 835 20 Air required(cfm) 31 1 467 437 34 12 22 36 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. - a: Wrightsc ft" 2021-May-05 08:37:24 Right-Suite®Universal 2017 17.0.16 RSU25116 AC& ...t.langeworthy\Documents\York\334 CLEVER DALE.rup Calc=MJ7 Front Door faces: N page 2 Right-JO Worksheet Job: HARADEN Entire House Date: May 04,2021 Byy: Pfan: HARADEN MANUAL J:7th Ed. 1 Name of room Room8 Room9 Room11 Rocm12 2 Length of exposed wall 4.0 ft 179.0 ft 44.0 ft 8.0 ft 3 Room dimensions 7.0 x 4.0 ft 1.0 x 1416 ft 18.0 x 13.0 ft 13.0 x 8.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftj heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg I Gig (ft� Htg CIg (ftz) Htg I Clg (ft� Htg Clg (ft) Htg I Clg 5 Gross a 12E3 5.4 1.0 32 **** *"** 1432 "*** ***" 352 **** **** 64 **** •••• Exposed b 0 0 Ililli "*** *'** HIM '*'* *"*" !!!I!I **** **** Il M **** **** walls and c 0 0 !Mll *•*, ••** 111111 •"** ***• !M11 ••"• •"*• !!!I!I "*•• •**• partitions d 0 0 !lull **•* ••** Mill •••• "*•• Mill ""*• ***• 11!II! •*** •••• e 0 0 Mill **"* ***" !!f!!I **** **** Mill 6 Windows and a 3AO 39.7 ** 10 397 **** 110 4364 "*** 105 4166 **** 0 0 **** glass doors b 0 ** 0 0 ***" 0 0 "*** 0 0 *"*" 0 0 **** Heating c 0 ** 0 0 "*** 0 0 ***" 0 0 **"* 0 0 **** d 0 ** 0 0 "*•• 0 0 •**" 0 0 ":•* 0 0 e 0 ** 0 0 *:": 0 0 .*"* 0 0 ***" 0 0 f 0 ** 0 0 **** 0 0 **** 0 0 ***" 0 0 7 Windows and North 19.0 0 **** 0 0 **** 0 0 **** 0 0 "*"* 0 glass doors NE/NW 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Cooling E/W 68.0 10 *""" 680 90 **** 6120 65 **"" 4420 0 "*** 0 SE/SW 0 0 •**• 0 0 •*** 0 0 **"" 0 0 **** 0 South 34.0 0 **** 0 20 **** 680 40 **** 1360 0 **"* 0 Horz 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a 11 FO 12.2 2.3 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 22 119 22 1322 7139 1348 247 1334 252 64 346 65 exposed b 0 0 Mill 0 0 111111 0 0 IM11 0 0 IIIM 0 0 walls and c 0 0 Mill 0 0 Mill 0 0 11111! 0 0 IIMI 0 0 partitions d 0 0 !lull 0 0 Mill 0 0 ill!!! 0 0 HIM 0 0 e 0 0 11!!!I 0 0 1111!1 0 0 1111!! 0 0 111111 0 0 f 0 0 MI11 0 0 11111! 0 0 !11111 0 0 !hill 0 0 10 Ceilings a 16GO 2.4 1.1 0 0 0 1416 3364 1589 234 556 263 104 247 117 b 0 0 11111! 0 0 Mill 0 0 IM11 0 0 Mill 0 0 c 0 0 II11!! 0 0 IIIIII 0 0 IIIIII 0 0 Mill 0 0 d 0 0 111111 0 0 11111! 0 0 111111 0 0 111111 0 0 e 0 0 II!M 0 0 IIIIII 0 0 IM11 0 0 IIIIII 0 0 f 0 0 M!1! 0 0 IM11 0 0 111111 0 0 IIIIII 0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0 (Note:room b 1910 1.7 0 0 0 0 394 681 0 234 404 0 104 180 0 perimeter c 0 0 IMI! 0 0 HIM 0 0 Mll! 0 0 111111 0 0 is displ. d 0 0 Mill 0 0 IIIIII 0 0 MITI 0 0 111111 0 0 for slab e 0 0 Mill 0 0 Mill 0 0 IIIIII 0 0 Mill 0 0 floors) f 0 0 11111! 0 0 IIIIII 0 0 !!!!!I 0 0 !MI] 0 0 12 Infiltration a 57.9 3.6 10 579 36 110 6370 393 105 6080 375 0 0 0 Ventilation 0 0 0 0 0 0 01 0 13 Subtotal loss=6+8..+11+12 """* 1095 **** "**" 21918 *"** **** 12540 "*** ***" 772 **** Less external heating •**• 0 **** **** 0 '**" ***= 0 **** ***" 0 **** Less transfer •*•* 0 *•** **•* 0 **** **** 0 •*** *•"" 0 **** Heating redistribution "*'* 0 ***" *•** 0 **** *•*= 0 "*** **** 0 •"** 14 Duct loss 6% 66 ***" 6% 1315 **** 6% 752 **** 6% 46 ""** 15 Total loss=13+14 **** 1160 **** **** 23233 **** **** 13292 **** **** 819 **** 16 Int.gains: People @ 300 0 **** 0 0 """* 0 0 ***" 0 0 *"** 0 Appl. @ 1200 0 •""" 0 0 *"•* 0 0 •*** 0 0 ***: 0 17 Subtot RSH gain=7+8..+12+16 *"** **** 738 ***" **** 10130 **** **** 6670 182 Less external cooling ""•' **** 0 **** **** 0 **** •*** 0 **** "*•= 0 Less transfer **** •*** 0 **** **** 0 **"* **** 0 ***" *"** 0 Cooling redistribution **** **** 0 **** **** 0 **** **** 0 0 18 Duct gain 5% "*** 37 5% "*** 507 5% 333 5% **** 9 19 Total RSH gain=(1 7+18)*P LF 1.00 **** 775 1.00 **** 10637 1.00 **** 7003 1.00 *"** 191 20 Air required(cfm) 17 33 345 458 197 301 12 8 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed - wrightsoTt' 2021-May-05 08:37:24 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 3 AC ZA ...t.langeworthy\Documents\York\334 CLEVER DALE.rup Calc=MJ7 Front Door faces: N Right-J®Worksheet Job: HARADEN Entire louse Date: May 04,2021 By: Plan: HARADEN MANUAL J:7th Ed. 1 Name of room Room14 Room10 Room13 Room15 2 Length of exposed wall 23.6 ft 6.0 ft 21.0 ft 22,0 ft 3 Room dimensions 1.0 x 288.1 ft 1.0 x 60.0 ft 9.0 x 12.0 ft 16.0 x 13.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ftj Htg Clg UP) Htg I Clg (ft� Htg Clg I(ft� Htg I Clg 5 Gross a 12E3 5.4 1.0 191 `*** *"* 48 **"* "*'* 168 **'* **** 176 Exposed b 0 0 11111! •*•* ,«" IIIM •••• "•"* Mill *••" ••« !1!!!! <... .*.< walls and c 0 0 11111! "*"' **** llflll "*'* `"`* 1IfIf! **** "" !IM! partitions d 0 0 111111 «<. «« I11!I! <.<. **« ]fill! «« ""** !1111! '*<` `••" f 0 0 III!!! 6 Windows and a 3AO 39.7 ** 0 0 "*"" 15 595 **** 55 2182 **** 65 2579 **** glass doors b 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** Heating c 0 ** 0 0 `*** 0 0 **** 0 0 **** 0 0 **"* d 0 "" 0 0 **** 0 0 "*** 0 0 "**` 0 0 "*"* e 0 *' 0 0 **** 0 0 **`* 0 0 **** 0 0 "*** 7 Windows and North 19.0 0 "" 0 0 *"` 0 25 "*"* 475 65 *"' 1235 glass doors NE/NW 0 0 <*'* 0 0 "*` 0 0 **" 0 0 "" 0 Cooling E/W 68.0 0 "*' 0 15 *'"* 1020 30 *"` 2040 0 ""' 0 SE/SW 0 0 *'*' 0 0 "*` 0 0 '"*' 0 0 **'* 0 South 34.0 0 `*** 0 0 "** 0 0 "•" 0 0 "`* 0 Horz 0 0 "*** 0 0 **** 0 0 *""* 0 0 '*"* 0 8 Other doors a 11 FO 12.2 2.3 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 191 1030 194 33 178 34 113 610 115 111 599 113 exposed b 0 0 111111 0 0 111111 0 0 !!fill 0 0 111!1! 0 0 walls and c 0 0 Illlfl 0 0 IIIIII 0 0 Mill 0 0 111111 0 0 partitions d 0 0 Mll! 0 0 IIIIII 0 0 Mll[ 0 0 fill![ 0 0 e 0 0 IIII!l 0 0 111111 0 0 I1!!11 0 0 III111 0 0 f 0 0 111111 0 0 II1!I1 0 0 IIIIII 0 0 fill!! 0 0 10 Ceilings a 16GO 2.4 1.1 288 684 323 60 143 67 108 257 121 208 494 233 b 0 0 111111 0 0 111111 0 0 111111 0 0 !]!If! 0 0 c 0 0 [fill! 0 0 111111 0 0 111111 0 0 1111!! 0 0 d 0 0 11111! 0 0 Illill 0 0 111111 0 0 !11111 0 0 e 0 0 IIIIII 0 0 111111 0 0 fill]! 0 0 !1111! 0 0 f 0 0 [!fill 0 0 11111! 0 0 Mill 0 0 III!!! 0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0 (Note:room b 1910 1.7 0 58 100 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 III!11 0 0 111111 0 0 I!I111 0 0 !fill! 0 0 is displ. d 0 0 1111!1 0 0 111111 0 0 II!I![ 0 0 111111 0 0 for slab e 0 0 11111! 0 0 111111 0 0 1!111! 0 0 11111! 0 0 floors) f 0 0 fill]! 0 0 111111 0 0 IMI!1 0 0 11111! 0 0 12 Infiltration a 1 57.9 3.6 0 0 0 15 1169 54 55 31115 197 65 3764 232 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **"* 1814 "*** *`** 1784 **** "`"* 6234 `*** "'*` 7436 '*"* Less external heating **** 0 •«. ."". 0 .*:< *.:* 0 ...< <.." 0 *""< Less transfer «« 0 .... «<. 0 .«< «« 0 .«< **:< 0 *.« Heating redistribution •«* 0 •,"• «.. 0 .... «« 0 .«. «.< 0 <.<. 14 Duct loss 6% 109 **** 6% 107 **** 6% 374 "`* 6% 446 **" 15 Total loss=13+14 **** 1923 *'•" •"'* 1892 **** '*" 6608 `"** *`** 7882 **'* 16 Int.gains: People @ 300 0 "*** 0 0 ***' 0 0 ***" 0 0 **** 0 Appl. @ 1200 0 "*<" 0 0 <••• 0 0 •<*" 0 0 **<• 0 17 Subtot RSH gain=7+8..+12+16 "*** **** 518 *`** ***' 1175 **'* **** 2948 **** **** 1814 Less external cooling "*** "*** 0 "'** **** 0 **_* •*** 0 <**< **•* 0 Less transfer «<. <.<* 0 <.<" .... 0 «« *..< 0 «<" "... 0 Cooling redistribution •**` **** 0 "" "*"* 0 "" *"** 0 '*** "*** 0 18 Duct gain 5% '•'* 26 5% '*"" 59 5% *"** 147 5% `*** 91 19 Total RSH gain=(17+18)*PLF 1.00 `*`* 544 1.00 `*"` 1233 1.00 *'** 3095 1.00 '*" 1905 20 Air required(cfm) 29 23 28 53 98 133 117 82 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft" 2021-May-05 08:37:24 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 4 .4C�A ...t.langeworthy\Documents\York\334 CLEVERDALE.rup Cale=MJ7 Front Door faces: N ` Right-JO Worksheet Job: HARADEN Entire House Date: May 04,2021 Byy: Pfan: HARADEN MANUAL J:7th Ed. 1 Name of room Room16 Room17 2 Length of exposed wall 19.0 ft 20.0 ft 3 Room dimensions 9.0 x 10.0 ft 8.0 x 9.0 ft 4 Ceilings Condit.Option 8.0 ft 1 heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Area EXPOSURE NO. Htg Clg (ft� Htg Clg (M Htg Clg Htg Cig Htg Clg 5 Gross a 12E3 5.4 1.0 152 "*` *'** 160 Exposed b 0 0 !1111! `•** `*`* 111111 "" **** •`** "** **** **** walls and c 0 0 Mill `*** "" 111111 •"' '*'* ***" **** **_* **** partitions d 0 0 IIIM **** **** IIIIII 6 Windows and a 3A0 39.7 ** 30 1190 **" 20 793 *`*• *`** **** glass doors b 0 ** 0 0 **** 0 0 **•* **•* **** Heating c 0 ** 0 0 **** 0 0 d 0 ** 0 0 .*.* 0 0 e 0 ** 0 0 *... 0 0 .:** .... ...* f 0 *• 0 0 `*** 0 0 7 Windows and North 19.0 30 *'** 570 0 **" 0 **** **** glass doors NE/NW 0 0 '••* 0 0 •*" 0 **** **** Cooling E/W 68.0 0 `*•* 0 0 *"' 0 SE/SW 0 0 "`** 0 0 "" 0 South 34.0 0 *`*' 0 20 '*'• 680 Hoe 0 0 *'*' 0 0 **" 0 8 Other doors a 11FO 12.2 2.3 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 c o 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 122 659 124 140 756 143 exposed b 0 0 111111 0 0 111111 0 0 walls and c 0 0 111111 0 0 111111 0 0 partitions d 0 0 Mill 0 0 IIIIII 0 0 e 0 0 IMI! 0 0 111111 0 0 f 0 0 111111 0 0 111111 0 0 10 Ceilings a 16GO 2.4 1.1 90 214 101 72 171 81 b 0 0 Milt 0 0 111111 0 0 0 0 0 111111 0 0 111111 0 0 d 0 0 111111 0 0 111111 0 0 e 0 0 111111 0 0 111111 0 0 f 1 0 0 111111 0 0 111111 0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 (Note:room b 1910 1.7 0 0 0 0 0 0 0 perimeter c 0 0 111111 0 0 111111 0 0 is displ. d 0 0 111111 0 0 111111 0 0 for slab e 0 0 IIIIII 0 0 Mill 0 0 floors) f 0 0 Mill 1 0 0 111111 0 0 12 Infiltration a 57.9 3.6 30 1737 107 20 1158 71 Ventilation 0 0 0 0 13 Subtotal loss=6+8..+11+12 "'* 3800 `*" "** 2879 Less external heating '*•' 0 `*** '•_« 0 **** **** •*** __** **** Less transfer •'** 0 **** *•`* 0 Heating redistribution *"* 0 ***' ***` 0 **** _**_ *•** **_* __*• 14 Duct loss 6% 228 '*" 6% 173 *•** •*** **** 15 Total loss=13+14 "'* 4028 **`* **** 3051 16 Int.gains: People @ 300 0 **** 0 0 *"* 0 Appl. @ 1200 0 •**: 0 0 *••• 0 *•*, ***• 17 Subtot RSH gain=7+8..+12+16 `*** **** 903 **** **** 975 **** :*** **** _**• Less external cooling **** **** 0 **** ***" 0 Less transfer *••* •*•• 0 *••• •*•, 0 •••• **** •_*• •••• Cooling redistribution `*•' '*** 0 **** **"" 0 18 Duct gain 5% *`*• 45 5% •`*' 49 19 Total RSH gain=(17+18)*PLF 1.00 "** 948 1.00 1 1024 20 Air required(cfm) 60 41 45 44 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft^ 2021-May-05 08:37:24 Right-Sufte®Universal 2017 17.0.16 RSU25116 Aft ...t.langeworthy\Documents\York\334 CLEVERDALE.rup Calc=MJ7 Front Door faces: N Page 5 Deterrnhing YOUr VemfiWion Nee db)s Good air quality is based in part an ohe capacity of the home's ventilation system. I suafly, the units capacity is measured in CRA (Cubic Feet per Minute) or Lls (Liters par second)of gvesb air to i-rig distributed in the Wing spacoUse the ASHRAE 62.2 Ventilation Standard, the Room Count Calculation Cu othod.or the Air Change Per Hour(ACH)Method to determine your venfigaillon needs. ASHRAL 62,21 Iufi,,vjkbfiovi Stuoukad ASHRAE 62.2 CF101 Sizing Chart `All Number of Bedrooms I CFM (ft, >7 Floor Area -5 -7 0-1 2-3 4 6 76 40 'Z 1500 30 45 60 '1501 3000 45 CIO 75 90 f 10,5 3 001 -4 NO Go 75 90 105 i 120 4501 - 6000 '75 90 105 120 13.5 6001 -7500 90 105 120 135 > 7500 905 120 135 150 165 fa 1 ANSUASHRAE STANDARD 62-9-2010-Ventilalion Air Requirements:values in c1 n The above chart outlines the mininium requirements for continuous ventilation. I 'n -7 C C-FM i 205 MAX HEAT RECOVERY , . VENTILATOR l• �f LIFEBRERTH ENGINEERING INEERING DATA* •. THERMALLY CONDUCTIVE, PATENTED ALUMINUM DEFROST HEX CORE Recirculating damper defrost system. The counter-flow heat recovery core transfers heat between two airstreams. It is easily removed for cleaning or service. CASE 20 gauge prepainted galvanized steel for superior corrosion resistance,insulated to prevent MOTORS AND BLOWERS exterior condensation.Balancing ports are located on unit. Each airstream has an independent centrifugal blower with multiple fan speed operation. DRAIN CONNECTION FILTERS Two 1/2 in(12 mm)outer diameter. Washable MERV-6 air filters in exhaust and supply airstreams. Upgrade to MERV-13 option available. ELECTR®WCS The DXPL02 control included with the unit can be wall mounted in a central location of the MOUNTING home.3 wire 20 gauge(min.)100 ft.length(max.). Threaded inserts at cerneres of the cabinet designed to accept the"S"hooks and hanging straps supplied with the unit.. ............................................................................................................................................................................. OPTIONAL ACCESSORIES: Dual Hood Weather Hood TechGrille Terminator 99-190 99-185 99-EAG4 Fitting 99-194 99-186 99-EAGS 99-TM4 r" 99-EAG6 99-TMS 99-EAG8 99-TMG LIFEB REATH CONTROL OPTIONS T6MER OPTIONS FEATURES • r . 99-DET01-20/40/60 Minute Timer Initiates high speed ventilation for 20,40 or 60 minutes.3 wire connection. 5 speed fan operation on each mode ✓ 99-DE1702-20/40/60 Minute Timer 2 speed fan operation(Low/High) ✓ ✓ Initiates high speed ventilation for 20,40 or 60 minutes.Wirelessly Continuous low speed fan operation ✓ ✓ ✓ ✓ connects to main control for ease of installation.40 ft approximate range. Humidity control through adjustable Dehumidistat ✓ ✓ ✓ 99-RX02-Wireless Repeater Extends range of 99-DET02 Wireless Timers.Plugs into 120V power outlet. Large digital LCD screen `' Wirelessly connects to main control and 99-DET02.Install at halfway point LED status indicator lights ✓ ✓ ✓ between timer and main wall control if timer is out of range. Continuous Ventilation ✓ ✓ ✓ ✓ INCLUDED WITH ALL MAX UNffS Continuous Recirculation" ✓ :� i"'` 1j11 "� �.' 20 ON/40 OFF ✓ ✓ ✓ 20 ON/40 Recirculation* ✓ ✓ 99-DXPLO2 99-DET02 99-DETOI 20/40/60 min.High speed override button ✓ Compatible with 99-DET02 Wireless Timer ✓ ✓ ✓ dr 3 wire connection ✓ ✓ ✓ ✓ LSFEBRERTH' *Recirculation features not available on fan defrost models. f indoor Air Systems 69-20S MAX(0321)EN www.lifebreath.com *' 205 MAX HEAT RECOVERY VENTILATOR PERFORMANCE (HVI CERTIFIED) ...................................................... LlFEBREHTH ; CFM(Us) C�M(US) CFM(US) CFM(US) CFM(Us� CFM(US) CFM(L/S) CFM(US) VAC @ 60Hz 120 Net Supply Airflow 193(91) 182(86) 172(81) 159(75) 148 90) 136(64) 121(57) 108(51) Watts/Low Speed 64 Gross Supply Airflow 197(93) 186(88) 174(82) 163 U7) 150 Ul) 138(65) 123(58) 108(51) Watts/High Speed 96 Gross Exhaust Airflow 199(94) 186(88) 172(81) 159 95) 144(68) 129(61) 117(55) 102(48) Amp Rating 1A Sensible Effectiveness(ASO 32°F(0°C) 85% WEIGHT: @ 64 CFM(30 Us) S7 LES(2S°8 KIG) Sensible Efficiency(SRE} 200 ........ . ........................................................... SHIPPING WEIGHT: @ 64 CFM(30 Us) 32°F(0°C) 16% 67 LBS(30 KG) E Sensible Efficiency(SREJ w ....... ........ @ 100 CFM(47 Us) 32°F(0°C) 73°!° 1so NOTE: SensibleCFM(48 Us)RE) -13°F(-25°C) 70% a 100 I.......... .....I....... •• Front clearance of 25 in.(635 mm)is @ 102 CFM(4S Us) recommended for servicing unit.All ducts use 6 in.(152 mm)oval collars,balancing Ap IS® oso ........""'......"" ""............ .......... ............. dampers are located on all collars. aLL us CERTIFIEDN I 9001 0.2 0.4 0.6 O.B 1.0 Static Pressure(in w.g.) This product earned the ENERGY STAR@ by meeting strict energy efficiency guidelines set by Natural Resources Canada and the US EPA.It meets ENERGY STARO requirements only when used in Canada. DIMENSIONS ............................................................................................................................................ DOOR SIDE VIEW SIDE VIEW TOP VIEW a 0 Airflow: e Core State Air to Outside \ Fresh Air from Outside Stale Air from Inside Fresh Air to Inside 6 in.1152 mm) 33 5!8 in(854 mm) �I Collars Motorized 15 in.(381 mm) Recirculating Defrost Damper Filters Impellers WARRANTY Date: Contractor: Units can;a t1retime warranty On ■ and . 5 Year Tag: Supplier. All units conform to CSA and UL standards Project: City: Quote#: Engineer: Submitted By: a Control: Timer: Timer Oty: LIFBBRE/7 THs of Indoor Air Systems 69-20S MAX(0321)EN www.lifebreath.com Legend. = Utility Pole Mason -------____ Q = Sanitary Cover .Road --- = Fence Line q G�\c Zoning information: Deed Reference: 4 o 0 WR - Waterfront Residential James H. Bobar ron Pipe Found 2020 Minimum Setbacks Joan M. Bobar �c2 Front=30 feet Stephen C. Haraden 51de=20 feet Dated. 27 March 2013 0 Rear=30 feet Book 4725 Page 274 ----------- ------- ____ 5horeline=50 feet ------ ---- Minimum Percent Permeable=75% Garage Maximum Building 1leight=28 feet Vertical Datum: NGVD29f Lands N/F Of Contour Interval = 1 foot Floor Area Ratio=0.22 Karen Azer Owner must contact town Zoning Administrator 5 3189/70 z ` TOWN OF QUEENSBURY to confirm all zoning information. i a BUILDING OEPARTMBNT iance I Based on our limited exeminstion, compl I �� ne and ` i tlo r arse of A§pholt I Surface a 44 With our cruet o, °and 9 l in, n 6 stued as Approximate location of indicating , With the uil�i g MagNail Set � — — ' full comp ` � o xisting absorption field. 4 f �WYork S a in pavement / I I �� (to be removed) Shoreline Setback = 53.5' Boathouse Ma in Notes: � � Average of 2 adjoming houses. pp 9 HW S88°2 0"E 100' 5horefine Setback Property Line —�_— 100.00 NE corner of Seawall Slte Stati5tic5: Only title surveys bearing the maker's I ) I I ��' Mean High Water Line (320.20') a m m Runs Along Face Of Seawall. embossed Seal should be relied upon 5lnce 3s• Oak I `_° ( \ ti _ _ _Do_ck_ _ _ _ _ Existing Conditions: other than embossed -seal copies may contain 20' ack� ( r' / ) 1 m / unauthorized and undetectable modiflcatlon5, O �----I cen�-tor / Lot Area = 15,285 5c[ ft deletlon5, additlon5, and changes. N covered soot Slip Lot Coverage - C / / / R m I With Sun Deck I (totre aer ' n) ne Location _ oo Lake Buildings 1683 sq ft Reproduction or copying of this document m � j � Frame _ ,� � I I Drive/Walk5/Patio5 = 2330 56� ft may be a violation of copyright law unless Residence �. L Tie Line Total = 4013 5q ft or 2G% perm1551on of the author and/or copyright holder w 10 c6j 6 I *Peak=345.9' ° e�� e Permeability: 15 obtained. / o I ( conorore FF=327 9' S00 O� f 05 E 5,285-40 13— I I ,272 5q ft or 74% Z Area I f I :...... Pow:. w 78;08 Lake Elevation = 319.4' (NGVD29) Unauthorized alteration or addition to a survey map0o % FF=3 78 _Along Shoreline bearing a ilcen5ed land surveyor's 5eal 15 a violationO 35+ a� es' .:. 28 5' Of Section 7209, sub-divi5lon2, of the New York State to -. j I Proposed Conditions: �. ['I .::.: . Education Law. n\ Pavers FF=341.5 j Lot Area = 15,285 561 ft ,v Garage ,��rw,, ® I Rim= O. f' Shed 0 0 N' Lot Coverage - — / .... 0:7'.:. I 1 m R�,".2�' °' m Proposed Buildings = 2078 5q ft l I Proposed Drive/Walk5/Pati05 = 1350 5q ft \ 190. Permeable Pavers = 1043 5f x 50% = 522 5f Garage 2.3' Total = 3950 5q, ft or 2G% Capped Rod Set 4' Chimney � s' Permeability: / Clear lAdfoiners House ' m 63'± 1 5 285-3950= 1 1,335 5q ft or 74% , Covered Boat Slip Asphalt Surface Lands N/F Of Chiseled "X" With Sun Deck Brian & Linda Van Grouw In Seawall 4343/214 Existing Septic Tank & Pump Statio "Eye" Bolt Found (to be removed) D E C E Q V r EXISTING CO - ---- JUN 0 8 2021 TOWN OF QUEENSBURY BUILDING P. CODFS Map TO OF QUEENSBURY of a topographic survey for FILE COPY g BUI ING & CODES T. Revi wed y: S g� hen C. Haraden Metal Cleat Found Date 2 At Seam Of Seawalls Situ to in Town of Queen5bury County of New York ----- State of ew York ------Eye» --��ad Scale: 1 " = 20' feet ate: 13 January 2020 ran Bar Found Survey a d Map by Revised: 14 July 2020 .-jja.ViC1k1jm,S�� Proposed Conditions, 5tatl5tic5 A550 IATE5 Revised: 2 November 2020 ✓ Surveyors Engineers c7�P �S �- DI'^ � LAKE GEORGE, N W YORK 12545 Proposed site plan. Rev15ed: 2 1 January 202 1 Update site 5tatl5tic5. Rev15ed: 19 May 2021 ` 54 x,n _ Add 5011 te5tmg results. TMP#• e w) --- QU: 13_3_4 (old) Sheet 7 0 — ------- 3 5TORMWATER NOTE5: RAIN GARDEN - Section Legend: The overall impervious area 15 being 1 Y reduced by the new site plan. N. T . S. XS 5tormwater controls are therefore not required. However, best = Utility Pole practices have been applied to improve the condition5 further. QS MaS, = Sanitary Cover on Road Two Rain Gardens have been added to the 51te to collect and treat house runoff. Porous pavers have been Implemented to Ram Garden Planting List Cinnamon Fern reduce drive runoff and treat 5tormwater. 5MRU55: Cutleaf Coneflower PONDED DEPTH = 12" = Fence Line Witch Hazel Woolgra55 Winterberry New England Aster Existing Impervious Area = 401 3± 5f Arrowwood Fox Sedge 12" SOIL MEDIA Proposed Impervious Area = 3950± 5f Brook -side Alder Spotted Joe-Pye Weed Reduction In Im ervious Area = -63± sf Red -Osier Dogwood 5witch Grass (SEE NOTES) P Sweet Pepperbu5h Great Blue Lobelia �cJO qs Required 5tormwater Volume = 0 cf Wild Bergamont �Q Zonincj Information: Deed Reference: 4 5uppleed 5tormwater Volume = 220± cf HERBACEOUS PLANTS: Red Milkweed Rain Garden (x2) = 220± cf 3:1 SLOPE TO GRADE WR -Waterfront Residential p — — / \ EXISTING GRADE Ort James H. Bob ar _ ran Pipe Found I I=III=,,;•,;.�.,:,: / 2020 � Minimum Setbacks Joan M. Bobor =; —_ �,�"�'°''•'•°� '•,:,�;� • •• •.� �; ' '`" � � � 7c a� To _ — +— — — Front=30 feet7. � I I-III-1 I I-� I I=� ( �� ••d�:: �':°t...:��,;: • _�:•t�' _ 'L Stephen C. Haraden PROPOSED ELJEN ABSORPTION TRENCH -III—III—III—III—_ _ _ _ —1 1 1—_ ��jC Side=20 feet Dated.' 27 MOI'Ch 2013 O (3) TRENCHES - (5) B43 UNITS EACH I I I —I I —III —I I (E 11=1 1=III=I 1=1 11=I 1=1 1=I (1=1 I I=I 11=1 I I -1 I I—III—III-1 I i=1 I I=1 I 1 I L =1 i I— 11=1 I I-1 I El I I-1 -1 I I —I 1= Rear=30 feet Book 4725 Page 274 ---- � (15) TOTAL B43 UNITS I=I I � _ _ _ _ _ _ _ _ 1 _ REMOVE TOPSOIL AND ORGANIC MATERIAL 1— 11— _ _ _ _ I I—) —I — — I —_— I — 11—_ I — I 1— 5horeline-50 feet _—I PLACE 5 MPI FILL IN 6" LIFTS —I 11-1 I I—Ill-111—I 11—III=III=III=1= I11=I Minimum Percent Permeable=75% Garage (SEE SOIL NOTE SHEET 3 FOR ACCEPTABLE FILL MATERIAL) 1 : �111=1 1 1=1 11=I 11=1 (1=III=I 11-1 I I=1 11=1 I I=III1 -iII=I I(-1 1 I=I I Maximum Building height=28 feet -1 I I—III-1 I I —I I I-1 I EI I I —I I I —III —III —III —,I I I Vertical Datum: NGV929± Floor Area Ratio=0.22 Lands N/F Of -I I i—III—I I 1=1 I 1=1(I-1 I 1=111-j 11-I 11- Contour Interval = 1 foot Karen Azer — 3189/70 Rain Garden a d en Notes: have 12 of soil media. Owner must contact town Zoning Administrator 5 . Soil media must be have 12" Sand to confirm all zoning information. (25-32) 3'-4' tall Arborvitae to be a �° (less than planted 4'-5' apart along both side c Proposed Rain Garden Filters 59a Clay), 8-12X soil fines, 3-5Z organic yards Expected height — 10 -15. �� 100 sf Surface Area (ea.) matter. Soil P Index less than 30. Alpholt'Surface Approximate location of Q 44+ See details above • Shredded hardwood mulch to 2" depth. MogNoil Set xisting absorption field. _ _ 4 f o Only water tolerant, native, non—invasive in pavement to be removed - 5horehne Setback = 53.5' plants may be used. ( Avera e of 2 ad omm houses. Boathouse • p Plants to be spaced 12 on center. apping Notes: o' Shored Setback g J g • Rain Garden must be constructed level to 588 2 Q"E Property Line allow infiltration. "w i 90.0 NE corner of Seawall * Avoid heavy, area of whee/edP proposedrain during gardenwith construction. Jlte, tatl5tlC5: Only title surveys bearing the maker's , O Mean High Water Line Seawall. 0) NOTE. FINAL PLANTINGS LAYOUT AND embossed seal should be relied upon since � I � .� �^ � � Runs Along Face Of Seawall. LANDSCAPING TO BE DETERMINED BY Existing Conditions: other than embossed -seal copies may contain % I 1 / m — -- Dock _--- LANDSCAPER AND HOMEOWNER. unauthorized and undetectable modifications, ( 2Aetback ' 53.5' / r Lot Area = 15,285 5q ft deletions, additions, and changes. NOTE THERE WERE NO ti I Lot Coverage - WELLS FOUND W/TH/N 100' m/ I ' 1 ' Covered Boat Slip 1 / R m I p I Water Line Location OF THE PROJECT S/TE AT / I C I I I I ( Q With Sun Deck I (to remain) Lake Buildings = I G83 act ft Reproduction or copying of this document THE TIME OF THE SURVEY. � _ J Drive/Walk5/Patio5 = 2330 sq ft may be a violation of copyright law unless m 11 142± N I L--_------ Total = 4013 sq ft or 2G% permission of the author and/or copyright holder i\� 1 O �� 6 ( / EL J I Tie Line 500°01 '05" E Permeability: 15 obtained. � � o � ` �- 10. 6' cOr ge O Area -� I L L o. �� 78.08' 1 5, 285-4013 = 1 1, 272 sq, ft or 74% z L L L L L L I 5 6± Lake Elevation = 3 19.4 ± (NGVD29) Unauthorized alteration or addition to a survey map I 5,285± �q ft o L L LL L L ±1 J11 I 78'± Along Shoreline bearing a 11cen5ed land surveyor's seal 15 a violation 0.35± acres II,, = L co 20' 5et ack T I I Four (4) Red Maple Trees 3"+ dbh Proposed Conditions: of section 7209, 5ub-dvi5lon2, of the New York State To Be Planted /n The Shorellne Education Law. 5L in' T" Buffer Area By Owner. Rhn= 1' SILT FENCE (typ.) Lot Area = 15,285 5cl, ft £ N _ L _ --- �0 8 Town Code 179-8-040 Lot Coverage - Proposed Buildings = 2078 5q ft R 3z I (1) Large tree (3"+ dbh)/700 sf = 4 Large Proposed Drive/Walks/Patios = 1350 5CJ ft 190.00' Trees N88°2 Q" (4) Red Maple (proposed) Permeable Pavers = 1043 sf x 50% = 522 sf / Garage 2.3' (7-24") Native Shrubs/350 sf = 56 Shrubs Total = 3950 sdr ft or 2G% Capped Rod Set 4 / PROPOSED I "(� ORCED. 4 Clearil5, °' ' (see planting list in Town Code for allowable Permeability: / (2) PVC FORCE MAIN Adjoiner's House m 63'± /ants 5,285-3950= 1 1,335 sq ft or 74% , / Asphalt Surface „ „ Covered Boat Slip P � Lands N/F 0f Chis ed with Sun Deck Hlerbaclo�scious Planisl anis/350 sf = 112 Brian & Linda Van GrouW In owall (see planting list in Town Code for allowable 4343 214 PROPOSED 1000 GAL. p/OntS) / Existing Septic Tank CONCRETE SEPTIC TANK & Pump Statio "Eye" Bolt Found PROPOSED 1000 GAL. (to be removed) CONCRETE PUMP TANK --------- �_ WOVEN WIRE FENCE SYMBOL PROPOSED SITE PL A N W/N, 14 GAUGE MAX, 6' MESH —10' MAX. CL t° CL SPACING) 36' MIN. LENGTH FENCE POSTS DRIVEN MIN. 16' apINTO GROUND W HEIGHT OF FILTER 16 of a topographic survey for 8 W W W W = MIN. W W _' 6" MIN. Stephen C. Haraden PERSPECTIVE VIEW 36' MIN. FENCE POST CIL Metal Cleat Found WOVEN WIRE FENCE (MIN, 14 T Itu to in At Seam Of Seawalls 1/2 GAUGE W/ MAX. 6' MESH Ij SPACING) WITH FILTER CLOTH 20' MIN. UNDISTURBED GROUND Town of Queen5bury County of New York Deep 5oil Te5t Re5ult5 COMPACTED SOIL --- State of ew York The following Soil testing data was logged by ---- EMBED FILTER CLOTH 16' MIN. �----___—___-' „ A MIN, OF 6' IN GROUND 4, D.L. Dickenson Associates on 19 May 202 I . Eye ��Z�l'-t--�s�d SECTION VIEW Scale: 1 " = 20' feet ate: 13 January 2020 ron Bar Found SurveyadMapby TestPlt#I Soil Stabilization Notes SECONSTRUCTION SPECIFICATIONS Revised: 14 July 2020 0-4 inches, topsoil Use seed and US Fabrics Straw Coconut Pro osed Conditions, Statistics 4-28 inches, fine Sandy loam i/•� p Blanket or equal to stabilize all newly created 1. *VWN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 77ES OR �,OF ��+' • A550 IATE5 O 28-72 inche5, sandy loam banks with slopes STAPLES POSTS SHALL BE STEEL EITHER 'T" OR "U" TYPE OR HARD*V0D. y RCV15C& 2 November 2020 9 pis greater than 3: 1. Seed and 2. FILTER CLOTH TO BE FASTENED SECURELY Ti7 NVVEN WIRE FENCE WITH TIES SPACED 1. D/C f �if� Surveyors Engineers Pro osed site Ian. Seasonal high ground water table noted @ mulch all other disturbed areas using mix EVERY 24' AT TOP AND MID SEC710N. FENCE SHALL BE WOVEN WIRE, 6' MAXIMUM MESH LAKE GEORGE, N W YORK 12845 p p 36 based on mottling found. OPENING. o min.7lb 1000SF RevlSed: 2 I January 202 I / ) A WHEN TWO SECTIONS OF FILTER SLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED "y -257. Birds Foot Trefoil BY SIX INCHES AND FOLDED. FXTER CL07H SHALL BE EITHER FILTER X, MIRAF7 f00X, STABILINKA EQU r- }, y Update 5ite 5tat15tIC5. —451 Creeping Red Fesque 4. PREFABRICA� 7740N, 175 SHALL BED OFAB,LENT ENNROFENCE, OR APPROVED EQUIVALENT. -309 Perennial Rye Grass 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN Revised: 19 May 2021 Percolation Rate BULGES" DEVELOP IN THE SILT FENCE. BOA 43_`i �� Add 5011 testing results. All disturbed areas need to be mulched at the Ssj` , a,� 5tabilized rate: 3-5 minute per inch end of each work day. After final radin the NEW ADAPTED FROM DETAILS PROVIDED NT OF 7R USDA—NRC$ y grading NEW YORK STATE DEPARTMENK STATE AT OFENVIRONMN� CTONSER,VATION, SILT FENCE disturbed areas should be stabilized as NEW PORK STATE SOIL s WATER CONSERVA77av COMMITTEE TMP#• 226.12-1- 74 new �— ---_ ______-__ describe above. QU. 13--3-4 (old) She-e-t 2 ® 3 -- Ejen Trench Plan View N. T. S. 20.0' Eljen B43 Filter J ASTM C33 Sand 4"0 SDR-35 PVC Perforated Pipe w/ Weep Holes © 5 & 7 o'clock M � 1_1 �1 �1_ 21.0' E#en Bed Cross Section N. T. S. Crown final grade to facilitate drainage. lam/ rw %.vivawr1 «�&� 111Wv� -- performed by D.L. Dickinson Associates in final soil, prior to installation of absorption trenches._ _ III _ Distribution Box w/ Speed Levelers 1 1/2"0 PVC Effluent Line (from pump station) A Design Parameters: Daily Flow — 3 bdrm = 330 gpd 1-5 mpi percolation rate use 5 B43/bedroom (use 15 Eljen B43 Modules, as shown) Dose Volume: 3 gal. per module = 45 gal. = 120 LF(1 1 /2"0 pipe) x 0.0918gal/LF = 11 gal. + 45 = 73 gal. Total Dose Volume w/ Drain Back = 56 cal. Dose Frequency = 8/day Pump: SHEF40 — Hydromatic(equiv.) Must use duplex pump system on time dose. Maximum dose 1 per 2 hours. Static Head = 18' Total Dynamic Head = 23' Pump Flow = 30 GPM @ 23' OUTLET Ellen 843 Filter (Refer to Ellen Manual for installation instructions.) ill lli iii ill —Scarify soil to remove top so. and organic materials.1-...1 1 1_.. � 1. -1 NOTE: Contractor/installer must consult Eljen Manuals for proper installation techniques and best practices. Septic Tank Section Fort Miller (or equivalent) 1000 Gallon Concrete Septic Tank Concrete: 4000 PSI Reinforcement: ASTM A615—Grade 60 Entrained Air. 5-9% (ASTM C890) Traffic Rated Location Stake er-11 /2"Thick Handle Inlet 0�0 Outlet Undisturbed Insitu Set level on 12" Soil #2Stone 015tr1hwhon Box Details MU5T Use Speed Levelers INLET ?an Backfill Insitu Soil (undisturbed) ?ase #2 Stone esion Notes per Ellen Manua 1. This design and construction requirement complies with Appendix 75—A and the local health department regulations. 2. This design complies with and must be installed in accordance with the most current Ellen New York Design and Installation Manual. J. This system is not designed for use with a garbage disposal. 4. This system is not designed for backwash from water softeners. 5. Organic material that can restrict flow must be removed for raised beds. The soil must be scarified to provide deep channels for the sand. A plowed interface on contour is recommended to prepare the soil for fill placement. 6. Scarify and smeared subsoil prior to fill placement. 7. Fill material shall meet or exceed State of New York Code requirements. All fill material shall be clean bank run sand, free of topsoil, humus and "dredging" directly beneath the GSF system. 8. ASTM C33 Specified Sand with less than 107S passing a #100 sieve and less than 5% passing a #200 sieve shall be placed below and around the GSF modules, with 6 inches minimum underneath and 6 inches minimum surrounding the GSF modules in trench configurations. In bed systems, use 6 inches minimum underneath the modules and 12 inches minimum between module rows and 12 inches minimum around the perimeter of the modules. 9. Ellen provided geotextile cover fabric shall provide proper tension and orientation of the fabric around the sides of the perforated pipe on top of the GSF modules. Fabric should be neither too loose, nor too tight. The correct tension of the cover fabric is set by. • Spreading the cover fabric over the top of the module and down both sides of the module with the cover fabric tented over the top of the perforated pipe. • Place shovel full's of Specified Sand directly over the pipe area allowing the cover fabric to form a mostly vertical orientation along the sides of the pipe. Repeat this step moving down the pipe. 10. Backfill material shall be clean with no roots or stones larger than 2 inches in any dimension to a minimum depth of 8 inches over the GSF modules and final cover for vegetation of 4 inches to 6 inches of clean loam. 11. Any system which is more than 18 inches below finish grade as measured from the top of the module shall be vented. Property line Well 15' 157 5�1 100' minimum* 15 -I well 100'minimum* I Pond douse hou5e 0 I °- 20, IL min. Dist. box > Ab5orptiprovide1O'min c� *fie1d5,,, 10'min Street New York State Department of Health Plan Deta115 * Increase to 200 feet If well 15 down gradient and Inline 4" PVC INLET Check Valve LAW �4 N w OFF - Hydromatic SHEF40 4. Duplex Pump "y (or equivalent) Manhole (typ.) Union Disconnect �f 1 1 /2" PVC Pressure Effluent Line To Absorption Bed Furnace Valve (to allow back drain) DOSE ' DOSE — T 1000 _gal. Pump Staion NOTE: Float elevations must be verified once final tank selection has been made. 1. Plans, as shown, must be strictly adhered to unless directed otherwise by D.L. Dickinson Associates. 2. Any site conditions that seem to contradict these plans must be brought to the attention of D.L. Dickinson Associates immediately. J. All final float elevations and dosing volumes, as well as, pump model must be verified by D.L. Dickinson Associates. 4. Best construction practices must always be followed during installation. 5. Area of proposed absorption bed must be avoided with heavy wheeled equipment. • Le 0 i 3 o ' c� ml� C� C� O V i i 0 z Q J Oz O U z Cz F g w w L� z O " v� W rV 3 Legend: = Utility Pole Qs = Sanitary Cover Mason Road = Fence Line Zoning Information: Deed Reference: 4 WR - Waterfront Residential or James H. Bobar Iron Pipe Found 2020 Minimum Setbacks Joan M. Bobar TO Q� Front=30 feet Stephen C. Haraden Side=20 feet Dated.• 27 March 2015 0 . Rear=30 feet Book 4725 Page 274 � Shoreline=50 feet Minimum Percent Permeable=757o Garage Maximum Building Height=28 feet Vertical Datum: NGVD29f Lands N/F Of Contour interval = 1 foot Floor Area Ratio=0.22 Karen Azer EO 5189170 = Owner must contact town Zoning Administrator S to confirm all zoning information. � 44 1± Asphalt Surface MagNail Set in p o vem en t Boathouse Mapping Notes: S8802510011E Property Line @ Hw NE corner of Seawall 1 90.00' +1Cl Site Statistics: Only title surveys bearing the maker's - Mean High Water Line (320.20) p Runs Along Face Of Seawall. embossed seal should be relied upon since _T RAIN GARDEN g Conditions: p y 0+ MEN BED 54+ — Dock Existin other than embossed-seal co ies may contain unauthorized and undetectable modifications, O - I r I I Lot Area = 1 5,285 5q ft deletion5, additions, and changes. r 221± i 501± ? I Lot COVera�e - Covered Boat Slip Water Line Location �' � !�,,'� � � Ram � I I i HOUSE With Sun Deck I (to remain) 114alke Buildings = I G83 5q ft Reproduction or copying of this document Ln Drive/WaIk5/Patio5 = 2330 5q ft may be a violation of copyright law unle55 �j /, /, L__r Total = 40 13 5 ft or 2G% permission of the author and/or copyright holder ti O is± o Tie Line �co� e � � SOO Permeability: is obtained. SEPTIC 78 0�8 I O5 E + + G31+ ,z Lake Elevation = 3 19.4'_ (NGVD29) 1 5,285-40 1 3= 1 1 ,272 5q ft or 747o z 15,285— 5 ft _� 78'± Alon Shoreline Unauthorized alteration or addition to a survey map ' ' �(� 9 ' PUMP 3 g y 0.35—....acres i i� '�.......... 5O+ Proposed Condition5: of section 7209, sub-divi5ion2, of the New York State + , „�� i� ; ; bearin a licensed land curve ors seal is a violation i i Lot Area = 15,285 5 ft Education Law. ' '`" Lot Coverage - Proposed Buildings = 2078 5q ft N IN GAR N Proposed Dnve/Walk5/Patio5 = 1 500 5q ft 190.001 N88o ' Permeable Pavers = 887 5f x 507o — 444 5f Total = 402 1 5q ft or 2GTo Ca Capped Rod Set 2.4 g cnirnn 25 00 W tiara e 2.3 , Permeability: pp Clear s m 6 15,285-402 I = I I ,2G4 5q ft or 74% 7 Ad�oiner's House I 63'± " " Covered Boat Slip Asphalt Surface Lands NIF Of Chiseled X With Sun Deck Brian & Linda Van Grouw In Seawall 4343/214 "Eye" Bolt Found AS= BUILT SITE PLAN Map of a topocraphlc survey for 8 Stephen C. Haraden Metal Cleat Found At Seam Of Seawalls Situ to in Town of Queen5bury County of New York State of New York ,Eye" -Bolt--Feun d Scale: 1 " = 20' feet ate: 13 January 2020 Iron Bar Found Revised: 9 January 2023 survey ard Map by Revised: 14 July 2020 As-built site plan. .�� pi kills'U Proposed Conditions, Statistics ASSOCiATES h Revised: 2 November 2020 Surveyors Engineers LAKE GEORGE, N w YORK 2845 Proposed Site plan. Revised: 2 1 January 202 1 Update site statistics. Revised: 10 May 202 1 Add soil testing results. Revised: 22 Sept. 202I ,"., TMP#• 226. 12-1-74 (new) Proposed drive/statistics. s;vi<<, alx rT>rr lic>ii I,x<;cao QU: 13 3 4 (old) 3 STORMWATER NOTES: RAIN GARDEN - Section �'+ XS Legend: The overall impervious area is being reduced by the new site plan. N. ►J T. S. Stormwater controls are therefore not required. however, best = Utility Pole Mason practices have been applied to improve the conditions further. n. Two Rain Gardens have been added to the site to collect and Os = Sanitary Cover dad treat house runoff. Porous pavers have been implemented to Rain Garden Planting List Cinnamon Fern reduce drive runoff and treat stormwater. 511RU135: Cutleaf Coneflower PONDED DEPTH = 12° = Fence Line witch Ilazel Woolgrass wmterberry New England Aster Existing Impervious Area = 40 1 3± sf Arrowwood Fox sedge 12° SOIL MEDIA Impervious Prop osed d Im Area = 3950± sf Brook-side Alder Spotted Joe-Pye weed p p Red-Osier Dogwood switch Grass (SEE NOTES) Reduction in Impervious Area = -G3± sf sweet Pepperbush Great Blue Lobelia qs Required Stormwater Volume = 0 cf wild wnt Zonln Information: L} Supplied Stormwater Volume = 220± cf lERBAceous PLANTS: Red Milkweed� Deed Reference: 3:1 SLOPE TO GRADE Rain Garden (x2) = 220± cf Q EXISTING GRADE or WR - Waterfront Residential James H. Bobar 2020 Joan M. Bobar Iron Pipe Found L Minimum Setbacks To ��u �o. d8Ilu u �:w��uu�uu��llu Ilu:u:n u.n II a �u �� O� front=30 feet ) Il3L�11w �JN1I11S 11::AC1u . 2 Stephen C. Haraden (Il6) II011All II�L1113 �jiluu 11 S Side=20 feet Dated. 27 March 2013 0 5u� 341 II (3'� ��° SJ y Rear=30 feet Book 4725 Page 274 ® � IlZu u1ovu:: a oII All 01IRGAil',,1111C u1A a u:uRuAu.. l:�'IIA(II, 5 I111111 II IIIIII I l 6 II I 1S Shoreline=50 feet s � Wu a �W��uu IIu��a u. ��bu uu a u � u ��II� ��u u:� a�u�u u: a uu a u��111 u...z Minimum Percent Permeable=757o Garage 0 241. °A1111 °��LOOK °� ��u a�ulr uulr u�p Au.a Maximum Building Height=28 feet 11S a A11.u... �pUAI Ru��:�n uRAuu u: a Iru .u�: Au ��lru��p Lands N/F Of Vertical Datum: NGl/D29f Floor Area Ratio=0.22 Contour Interval = 1 foot Karen Azer y 3189/70 =° Rain Garden Notes: Owner must contact town Zoning Administrator Jr Rain Garden must have 12" of soil media. o` • Soil media must be 85-889 Sond(less than (25-32) 3'-4' tall Arborvitae to be Pro to confirm all zoning planted 4'-5'information. f apart along both side c P 57 Cloy), 8-12% soil fines, 3-57 organic o Proposed Rain Garden Filters p yards. Expected height = 10'-15'. 44+ 100 sf Surface Area (ea.) matter. Soil P Index less than 30. A�phalt WSurface Approximate location of See details above • Shredded hardwood mulch to 2 depth. MagNail Set pp — _ 4'f • Only water tolerant, native, non-invasive xlsting absorption field. plants may be used. in pavemen t shoreline Setback= 53.5' (fo be removed) Boathouse a Plants to be spaced 12" on center. Average of 2 adjoining houses. Ma in Notes: Rain Garden must be constructed level to —a- oo'5horeL^e setback W allow infiltration. , 1 O F = — Property Line @ Avoid area of proposed rain garden with S88 2 L HW 190.0 NE corner of Seawall • heavy, wheeled, machinery during construction. Site 5t3t15tIC5: Only title curves bearin the maker's p /Cl 7 Mean High Water Line (320.20) Y Y g - B I NOTE. FINAL PLANTINGS, LAYOUT AND embossed seal should be relied upon since 4 ° �j Runs Along Face Of Seawall. LANDSCAPING TO BE DETERMINED BY .. w rr� ' I Dock LANDSCAPER AND HOMEOWNER. EXi5tin6j Conditions: other than embossed-seal copies may contain rl., ,� _ _________ unauthorized and undetectable modifications, v Lot Area = 15,285 5q ft deletions, additions, and changes. NOTE. THERE WERE NO w 53.5 ' 'r I 'L't Covered Boat Slip Water Line Location Lot COvera6je - WELLS THE FOUND SIN 100' �.Q �' "° I I� r) I With Sun Deck I (to remain) i , a R mp Lake Built in65 = 1683 5q ft Reproduction or copying of this document THE TIME OF THE SURVEY. _ ' i / / Drive/Walks/Patios — 2330 s� ft may be a violation of copyright law unless ' ��° I � � o �` '� ' N � O II ,,, � ;� , k a Tie Line ermission of the author and/or co rl ht holder ti ' Total 40 13 s� ft or 26% p pY g o ;r ;F °- SOO°O I 105"E ere Permeability: Is obtained. 0 Q 78.08 Lake = �,�� I .... _ ILI L Elevation 3 19 4± NGVD29) 1 5,285-40 1 3= 1 1 ,272 s ft or 74% + Z + ' I 5 .6+ Unauthorized alteration or addition to a survey map 5 285_ ft / �r�ap,� � r, I 78'± Along Shoreline bearing a licensed land surveyors seal Is a violation 0.35- acre ; ' ' / �,er�� .�� % - �'I�� a � " r II p Four (4) Red Maple Trees 3"+ dbh + f 4 V t 11,a' �i + r i` of section 7209 sub-division2 of the New York 5tate �I To Be Planted In The Shoreline Proposed Conditions: i; % ;„ /', ' .... Ln o0.8 r Buffer Area By Owner. Education Law. � „. �� 6 Lot Area = 15,285 sq ft SILT FENCE(typ.) Town Code 179-8-040 Lot Coverage - 301 ,W'1I UV �.. �3 / RI see. % Proposed Buildin 5 = 2078 5q ft \ ter. eloced� � ° / r 1 Large tree 3"+ dbh 700 sf = 4 Large Proposed Drive/Walks/Patios = 1 500 sq ft Trees Permeable Pavers = 887 sf x 50% — 444 sf Go \ 190.00' N88 �0 (4) Red Maple (proposed) O (7-24') Native ShrubsI350 sf = 56 Shrubs Total = 402 I s ft or 26% 4' ra e 23 � ,—�--- .. Capped Rod Set r,�imnc i / PROPOSED 1 2 0 SCHED. 40 J — (see planting list in Town Code for allowable Permeability: PVC FORCE MAIN Clear 1.5' m 63± � � � � Adjoiner's House Covered Boat Slip plants) 1 5,285-402 1 = 1 1 ,2G4 sq ft or 747o I 14 Herbacious Plants 350 sf = 112 Asphalt Surface Lands N/F Of Chis ed " With Sun Deck Herbacious Plants / Brian & Linda Van GroUw In owall (see planting list in Town Code for allowable PROPOSED 1000 GAL. plants) 4343/214 Existing Septic Tank CONCRETE SEPTIC TANK & Pump Statio "Eye" Bolt Found PROPOSED 1000 GAL. (to be removed) CONCRETE PUMP TANK WOVEN WIRE FENCE SYMBOL PROPOSED SITE PLAN (MIN N GAUGE W/ MAX, 6' MESH I�10' MAX, CL to CL SPACING) 36' MIN, LENGTH FENCE POSTS DRIVEN MIN, 16' Ma 0INTO GROUND p �, W , HEIGHT OF FILTER = 16' MIN. of a topocj, raphlc survey for 8 _ W �� W ,i, � � � p� . 6° MIN. Stephen C. Haraden PERSPECTIVE VIEW 36' MIN, FENCE POST Metal Cleat Found WOVEN WIRE FENCE (MIN, 14 At Seam Of Seawalls 1/2 GAUGE W/ MAX, 6' MESH SItU to In SPACING) WITH FILTER CLOTH 7 20' MIN, F�� UNDISTURBED GROUND Town of Queen5bury County of New York Deep Soil Test Results COMPACTED S❑IL EMBED FILTER CLOTH 16' MIN. State of New York The following soil testing data was logged by A MIN, OF 6' IN GROUND D.L. Dickinson Associates on 19 May 2021 . 'Eye" -Bolt--Found SECTION VIEW Scale: 1 " = 20' feet ate: 13 January 2020 Iron Bar Found Soil Stabilization Notes Test Pit # I CONSTRUCTION SPECIFICATIONS survey ard Map by Revised: 14 July 2020 0-4 inches, topsoil Use seed and US Fabrics Straw Coconut D1 kr�j1 Proposed Conditions, Statistics 4-26 inches, fine sandy loam Blanket or equal to stabilize all new/y created 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH W/RE TIES OR •�• S0 28-72 inches, sand loam STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. Also IATESAF Y Q banks with slopes greater than 3: 1. Seed and 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED Revised: 2 November 2020 Surveyors Engineers 5ea5onal high ground water table noted @ mu/eh a// other disturbed areas using mix EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX/MUM MESH LAKE GEORGE, N w YORK 12845 Proposed site plan. 3G" based On mottling found. (min.7/b11000SF): J. WHEN TWO SECTIONS OF FILTER SLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED Revised: 2 1 January202 1 -25q Birds Foot Trefoil BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. Update site statistics. -45q Creeping Red Fesque 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE, OR APPROVED EQUIVALENT. -30% Perennial Rye Grass 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN Revised: 10 May 202 1 Percolation Rate BULGES' DEVELOP IN THE SILT FENCE. Add soil testing results. All disturbed areas need to be mulched at the ADAPTED FROM DETAILS PROVIDED BY USDA-NRCS, Stabilized rate: 3-5 minute per inch end of each work day. After final grading the NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SILT FENCE Revised: 22 Sept. 202 I ;VI<< <ao ,> ;l? ,'C),',-> disturbed areas should be stabilized as NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE TMP#• 226. 12-1-74 (new) Proposed drive/statistics. describe above. QU: 13 3 4 (old) Sheet 2 of 3 ............... ...............