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RC-0261-2020 , ; 'F � j``' PRINCIPLE STRUCTURE Office Use Only PERMIT APPLICATI ON Permit#: G� Town of Queensbury: t Permit Fee: $ DO 742.Bay Road,Queensbury, NY 12804 *Rec. Fee:$ Ii\31ft P: 518-761-8256 www.queensburynet �,� Invoice#: 12 Shore Acres Road, Cleverdale, Project Location: Lake George, NY 12804 (Mt4 ;-to the) Tax Map #: 227.17-1-11 Subdivision Name: TOWN BD.RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single family, duplexes/two-family, multiplefamily, apartments,condominiums, townhouses,and/or manufactured &modular homes,but not mobile homes. This is in addition to the permit fee(s). CONTACT INFORMATION: _�.a. E C E 0 'U FE • Applicant: JUN 0 5 2020 Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 TOWN OF QUEENSBURY BUILDING&CODES Cell Phone: ( 518 ) 376-5302 Land Line: ( Email: megfrazier25@gmail.com • Primary Owner(s): Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone: ( 518 ) 376-5302 Land Line: ( ) Email: megfrazier25@gmail.com ❑ Check if all work will be performed by homeowner only • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): J.Clarke Construction Contractor Trade: General Contractor Mailing Address, C/S/Z: 88 Mohawk Mountain Road, Lake George, NY 12845 Cell Phone: ( 518 ) 361-2668 Land Line: ( ) Email: jsclarke3199@yahoo.com **List all additional contractors on the back of this form • Architect(s)/Engineer(s): Business Name: Phinney Design Group Contact Name(s): Michael Phinney,AIA Mailing Address, C/S/Z: 142 Grand Avenue Cell Phone: ( ) Land Line: ( 518 ) 587-7120 Email: mphinney@phinneydesign.com Contact Person for Building & Code Compliance: Brennan Drake,AIA Cell Phone: ( ) Land Line: ( 518 ) 682-3438 Email: bdrake@phinneydesign.com Principle Structure Packet Revised February 2019 PROJECT'INFORMATION: TYPE: _ Commercial Residential WORK CLASS: • X Single-Family Two-Family _Multi-Family(#of units ) _Townhouse Business Office Retail Hotel/Motel _Industrial/Warehouse _Garage(#of cars ) _Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1sT floor: 3,300 SF 1sT floor: 1,025 SF 2nd floor: 2,436 SF 2nd floor: 3rd floor: Total square feet: 1,025 SF Basement(habitable space): 2 695 SF Total square feet: 8,345 SF ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 2,000,000 2. Proposed use of the building: Primary Residence 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: Gas Oil Propane 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 X Explain: 6. Are there any easements on the property? YES NO X 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 2.84 Acres b. Is this a corner lot? YES NO X c. Will the grade be changed as a result of the construction? YES X NO d. What is the water source? PUBLIC PRIVATE WELL X e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Private Septic Principle Structure Packet Revised February 2019 DECLARATION: I. I acknowledge that no construction shall commence priorto issuance of a valid building permit and work will be completed with in a 12 month period. 2. If the work is not completed "by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I 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 local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I understand that liWe are required to provide an as-built survey by a licensed land surveyor of. all newly constructed facilities priorto issuance of a certificate of occupancy. Ihave read and agree to the above: PRINT NAME: Meghan Frazier SIGNATURE)1k4C DATE: 5/29/2020 Principle Structure Packet Revised February 2019 FUEL BURNING APPLIANCE & Office Use Only CHIMNEY APPLICATION Permit#: '�-C', - O-‘, —2-0 2.a Permit Fee:$ Town ofQueensbury 742 Bay Road, Queensbury, NY 12804 Invoice:#: P:518-761-8256 www.queensbury.net 12 Shores Acres Road,Cleverdale, Lake George, NY 12804 227.17-1-11 Project Location: Tax Map ID #: Room of Install: Main Level Great Room Planned Install Date: Fall 2020/Spring 2021 **ONE APPLICATION PER APPLIANCE** CONTACT INFORMATION: • Applicant: Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs,NY 12866 Cell Phone: ( 518 ) 376-5302 Land Line: ( ) Email: megfrazier25@gmail.com • Primary Owner(s): Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone:_( 518 ) 376-5302 Land Line: _( ) Email: megfrazier25@gmail.com • Installer/Builder: Business Name: J.Clarke Construction Contact Name(s): Mailing Address, C/S/Z: 88 Mohawk Mountain Road, Lake George, NY 12845 Cell Phone: _( s18 ) 361-2668 Land Line: _( Email: jsclarke3199@yahoo.com Contact Person for Building & Code Compliance: Brennan Drake,AIA, Phinney Design Group Cell Phone: ( ) Land Line: ( 518 ) 587-7120 Email: bdrake@phinneydesign.com Fuel Burning Appliance&Chimney Application Revised March 2017 • FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove Fireplace Insert Fireplace Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) Fireplace,factory built** ��V y Manufacturers name: Heat&Gio ** Model#: 1-1 SOURCE OF HEAT: Wood Coal Pellet X Gas CHIMNEY INFORMATION: Masonry: block brick stone Flue: tie steel size, in inches Material*: double-wall X triple-wall X insulated (*Manufacturer's name: Heat&Glo Model #: ADDITIONAL INFORMATION: 1. Two 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. 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: Meghan Frazier -73r SIGNATURE%` DATE: 5/28/2020 Fuel Burning Appliance&Chimney Application Revised March 2017 ) FUEL BURNING APPLIANCE & Office Use Only CHIMNEY APPLICATION Permit#: D 1 �Zozx Permit Fee:$ Town of Qucensbeny 742 Bay Road, Queensbury, NY 12804 Invoice.#: P:518-761-8256 www.queensburv.net 12 Shores Acres Road,Cleverdale, Project Location: Lake George, NY 12804 Tax Map ID #: 227.17-1-11 Room of Install: Porch Extension Planned Install Date: Fall 2020/Spring 2021 **ONE APPLICATION PER APPLIANCE** CONTACT INFORMATION: • Applicant: Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone: ( 518 ) 376-5302 Land Line: ( ) Email: megfrazier25@gmail.com • Primary Owner(s): Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone: ( 518 ) 376-5302 Land Line: _( Email: megfrazier25@gmail.com • Installer/Builder: Business Name: J.Clarke Construction Contact Name(s): Mailing Address, C/S/Z: 88 Mohawk Mountain Road, Lake George, NY 12845 Cell Phone:_( 518 ) 361-2668 Land Line: ( Email: jsclarke3199@yahoo.com Contact Person for Building & Code Compliance: Brennan Drake,AIA, Phinney Design Group Cell Phone: ( ) Land Line: ( 518 ) 587-7120 Email: bdrake@phinneydesign.com Fuel Burning Appliance&Chimney Application Revised March 2017 FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove Fireplace Insert Fireplace Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) Fireplace,factory built** **Manufacturer's name: Heat&Gio Model#: �UTI4 .4a SOURCE OF HEAT: Wood Coal Pellet Gas CHIMNEY INFORMATION: Masonry: block brick stone Flue: tie X steel size, in inches Material*: double-wall triple-wall X insulated (*Manufacturer's name: Heat&Glo Model #: ADDITIONAL INFORMATION: 1. Two 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. 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: Meghan Frazier /174 SIGNATURE 4-1— 1 1731> DATE: 5/28/2020 Fuel Burning Appliance &Chimney Application Revised March 2017 ,,- FUEL BURNING APPLIANCE:& Office Use Only li_li.; CHIMNEY APPLICATION Permit#: "e-- ^ Off( "Z 2- Permit Fee:$ Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Invoice:#: P:518-761-8256 www.queensburv.net 12 Shores Acres Road,Cleverdale, Project Location: Lake George, NY 12804 227.17-1-11 Tax Map ID#: Room of Install: Lower Level Patio Planned Install Date: Fall 2020/Spring 2021 **ONE APPLICATION PER APPLIANCE** CONTACT INFORMATION: • Applicant: Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone: ( 518 ) 376-5302 Land Line: ( ) Email: megfrazier25@gmail.com • Primary Owner(s): Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone: _( 518 ) 376-5302 Land Line: _( ) Email: megfrazier25@gmail.com • Installer/Builder: Business Name: J.-Clarke Construction Contact Name(s): Mailing Address, C/S/Z: 88 Mohawk Mountain Road, Lake George,NY 12845 Cell Phone: ( 518 ) 361-2668 Land Line: _( ) Email: jsclarke3199@yahoo.com Contact Person for Building & Code Compliance: Brennan Drake,AIA,Phinney Design Group Cell Phone: ( ) Land Line: .( 518 ) 587-7120 Email: bdrake@phinneydesign.com Fuel Burning Appliance&Chimney Application . Revised March 2017 • FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove Fireplace Insert Fireplace _ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) Fireplace,factory built** **Manufacturer's name: Heat&Glo Model #: O b(I(�G.-` SOURCE OF HEAT: Wood Coal Pellet X Gas CHIMNEY INFORMATION: Masonry: block brick stone Flue: tie X steel size, in inches Material*: double-wall triple-wall X insulated (*Manufacturer's name: Heat&Glo Model #: ADDITIONAL INFORMATION: 1. Two 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. 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: Meghan Frazier SIGNATURE '" `4 1 DATE: 5/28/2020 Fuel Burning Appliance &Chimney Application Revised March 2017 • • FUEL BURNING APPLIANCE & Office Use only 1, 1 CHIMNEY APPLICATION Permit#: — °'L(c)-S, —202-Q Permit Fee:$ Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Invoice:#: P: 518-761-8256 www.queensbury.net 12 Shores Acres Road,Cleverdale, Lake George, NY 12804 227.1-1-11 Project Location: Tax Map ID #:. Room of Install: Screened Porch Planned Install Date: Fall 2020/Spring 2021 **ONE APPLICATION PER APPLIANCE** CONTACT INFORMATION: • Applicant: Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone: ( 518 ) 376-5302 Land Line: ( ) Email: megfrazier25@gmail.com • Primary Owner(s): Name(s): Daniel and Meghan Frazier Mailing Address, C/S/Z: 8 Connors Way,Saratoga Springs, NY 12866 Cell Phone:_( 518 ) 376-5302 Land Line: _( ) Email: megfrazier25@gmail.com • Installer/Builder: Business Name: J.Clarke Construction Contact Name(s): Mailing Address, C/S/Z: 88 Mohawk Mountain Road, Lake George,NY 12845 Cell Phone: ( 518 ) 361-2668 Land Line: ( ) Email: jsclarke3199@yahoo.com Contact Person for Building & Code Compliance: Brennan Drake,AIA, Phinney Design Group Cell Phone: ( )' Land Line: ( 518 ) 587-7120 Email: bdrake@phinneydesign.com Fuel Burning Appliance &Chimney Application Revised March 2017 • FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove Fireplace Insert _Fireplace Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) Fireplace,factory built** - **Manufacturer's name: Heat&Gio Model #: 'RUTH "L� SOURCE OF HEAT: Wood Coal Pellet Gas CHIMNEY INFORMATION: Masonry: block brick X stone Flue: tie steel size, in inches Material*: double-wall triple-wall X insulated (*Manufacturer's`name: Heat&Glo Model #: ) ADDITIONAL INFORMATION: 1. Two 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. 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: Meghan Frazier 4C)In—D> SIGNATURE: • DATE: 5/28/2020 Fuel Burning Appliance &Chimney Application Revised March 2017 Office Use Only Ai-2rJD2.� 2 SEPTIC DISPOSAL PERMIT APPLICATION Permit#: LC—O2 Permit Fee:.$ . : Invoice#: • Septic Variance? Yes No Town of Q censbury 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Tax Map ID#: 227.17-1-11 Project Location: 12 Shore Acres Road Cleverdale • Applicant: Name(s): Meghan & Daniel Frazier Mailing Address, C/S/Z: 8 Connor's Way, Saratoga Springs, NY 12866 Cell Phone:_( 518 ) 857-0351 Land d,Line: _( ) Email: megfrazier25@gmail.com • Primary Owner(s): Name(s): same as applicants Mailing Address, C/S/Z: Cell Phone:_( ) Land Line: _( ) Email: ❑ Check if all work will be performed by homeowner only • Contractor: Workers' Comp documentation must be a submitted with this application Contact Name(s): Crandall Excavating, Inc. Contractor Trade: Excavating, Site Work Mailing Address, C/S/Z: 63 Woodchuck Hill Road, Lake George, NY 12845 Cell Phone:_( 518 ) 470-4694 Land Line: (518 ) 793-0431 Email: chriscrandalldigs@gmail.com • Engineer(s): Name(s): Hutchins Engineering PLLC Mailing Address,,C/S/Z: 169 Haviland Road Queensbury, NY 12804 Cell Phone:_( ) Land Line: _(518 ) 745-0307 Email: lwdobie@hutchinsengineering.com Contact Person for. Building & Code Compliance: Hutchins Engineering PLLC Cell Phone: ( ) Land Line: ( 518 ) 745-0307 Email: lwdobie@hutchinsengineering.com Septic Application Revised February 2019 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? (circle one) 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 --✓hAlti► Installed? (circle one) X 9 total 9 y� 110 990 PARCEL INFORMATION: Topography Flat Rolling Steep Slope ✓ %Slope 10% Soil Nature _Sand ✓ Loam _Clay Other(explain: Groundwater At what depth? greater than 28" Bedrock/Impervious material At what depth? greater than 54" Domestic Water Supply LAKE _Municipal _Well (if well,water supply from any septic system absorption is ft.) Percolation Test Rate: 23 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 3.250 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ; Size: Alternative System Bed or other type: 16'x 80'Shallow Abs. Bed w/8Puraflo Chambers Holding Tank System Total required capacity? ;tank size ;#of tanks 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. 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: ? L%�?/ it PO /6 . DATE: 5/Z7226 SIGNATUR DATE: .$'1Z712.6 Septic Application Revised February 2019 NATURAL LIGHT,VENTILATION &EMERGENCY EGRESS CALCULATION SHEET REVIEWED FOR ENERGY CODE COMPLIANCE FILE COPY 12 Shores Acres R ad, Lleverdale, Lake George, NY 12804 Project Location: Primary Owner (S): Daniel and Meghan Frazier Habitable Sq. Ft. Required Actual Required Actual Sq. ft. Rooms of Light Light Ventilation Ventilation opening Room (8% of rm.) (sq. ft.) (4% of room) (sq. ft.) for Egress 001 Rec Room 616 SF 49.28 SF 84.26 SF 24.64 SF 50.91 SF 50.91 SF 003 Bedroom 2 247 SF 19.76 SF 33 SF 9.88 SF 17.86 SF 17.86 SF 006 Bedroom 1 254 SF 20.32 SF 33 SF 10.16 SF 17.86 SF 17.86 SF 010 MECH. Theater/ 617 SF 49.36 SF ARTIFICAL LIGHT 24.68 SF VENTILATION 24.5 SF Simulator REQUIRED REQUIRED 101 Master 265 SF 21.2 SF 46.76 SF 10.6 SF 31.67 SF >20.53 SF Bedroom 107 Great 582 SF 46.56 SF >133.8 SF 23.28 SF >191.97 SF >50.91 SF Room 110 18.41 SF Kitchen 595 SF 47.6 SF 49.07 SF 23.8.SF +MECH VENTILATION N/A 111 Butler's 99 SF 7.92 SF 9.9 SF 3.94 SF 10.68 SF N/A Pantry 112 -Office_-- --182 SF-------14.56-SF-- ---29:79-SF---- -728-SF- -- ---- 28-29 SF-- - -(3)-9:43-SF- --- --- 203 Bedroom 3 276 SF 22.08 SF 27.96 SF 11.04 SF 37.38 SF 50.91 SF 208 Bedroom 4 276 SF 22.08 SF 27.96 SF 11.04 SF 37.38 SF 50.91 SF 214 239 SF Lounge 19.12 SF 19.8 SF 9.56 SF 21.36 SF N/A 214 Bedroom 6 221 SF 17.68 SF 20.95 SF 9.56 SF 22.14 SF (2)7.47 SF 217 Bedroom 5 227 SF 18.16 SF 30.85 SF 9.08 SF 37.38 SF (2)7.47 SF Principle Structure Packet Revised February 2019 WINDOW SCHEDULE CALCULATION SHEET Project Location: 12 Shore Acres Road, Cleverdale, Lake George, NY 12804 Primary Owner (S): Daniel and Meghan Frazier Habitable Rooms Window#!letter On Plan A B B1 62 63 64 Manufacturer Name Andersen Andersen Andersen Andersen Andersen Andersen Model/Type E-Series E-Series E-Series E-Series E-Series E-Series Unit/Block# Cell Size AWN3030 CMT2630 CMT2630 CMT2630 (2)CMT2630 (2)CMT2630 Rough Opening 3'-0 1/2" 2'-6 1/2" 2'-6 1/2" 2'-6 1/2" 5'-0 1/2" 5'-0 1/2" Width Sq. Ft. Vent 3.23 SF 5.34 SF 5.34 SF 5.34 SF 10.68 SF 10.68 SF Sq. Ft. Egress/ N/A N/A N/A N/A N/A N/A Clear Opening Clear Opening- Width in inches 32 1/8" 21 13/16" 21 13/16" 21 13/16" (2)21 13/16" (2)21 13/16" Clear Opening 315/16" 315/16" 315/16" Height in inches 141/2 PROJ. (2)315/16 (2)31 5/16" Special Hardware or instructions U-Value 0.29 0.29 0.29 0.29 0.29 0.29 Principle Structure Packet Revised February 2019 WINDOW SCHEDULE CALCULATION SHEET Project Location: 12 Shore Acres Road, Cleverdale, Lake George, NY 12804 Primary Owner (s): Daniel and Meghan Frazier Habitable Rooms Window#/letter On Plan B5 C E 1 F F1 Manufacturer Name Andersen Andersen Andersen Andersen Andersen Andersen Model/Type E-Series E-Series E-Series E-Series E-Series E-Series Unit/Block# Cell Size (2)CMT2630 CMP2020 (2) DHC2640 AWN2626 DHC2646 (2) DHC2646 Rough Opening Width 5'-0 1/2" 2'-0 1/2" 5'-0 1/2" 2'-6 1/2" 2'-6 1/2" 5'-0 1/2" Sq. Ft. Vent 10.68 SF 0.0 SF <5 SF 1.68 SF 2.63 SF 5.26 SF Sq. Ft. Egress/ Clear Opening N/A N/A N/A N/A N/A N/A Clear Opening- Width in inches (2)21 13/16" N/A (2)25 11/16" 26 1/8" 25 11/16" (2)25 11/16" Clear Opening - _ (2)315/16 Height in inches N/A (2)<14" 9 1/4" 14 3/4" (2) 14 3/4" Special Hardware or instructions U-Value 0.29 0.29 0.29 0.29 0.29 0.29 Principle Structure Packet Revised February 2019 WINDOW SCHEDULE CALCULATION SHEET Project Location: 12 Shore Acres Road, Cleverdale, Lake George, NY 12801 Primary Owner (s): Daniel and Meghan Frazier Habitable Rooms Window#/letter On Plan F2 G H H1 I K Manufacturer Name Andersen Andersen Andersen Andersen Andersen Andersen Model/Type E-Series E-Series E-Series E-Series E-Series E-Series Unit/Block # CUSTOM Cell Size (2)CMT2646 CMT2650 DHC2656 (2) DHC2656 CMT2660 UNEQUAL LEG ARCH Rough Opening Width 5'-0 1/2" 2'-6 1/2" 21-6 1/2" 5 -0 1/2" 2'-6 1/2" 3'-10" Sq. Ft. Vent 16.8 SF 9.43 SF 3.7 SF 7.4 SF 11.48 SF N/A Sq. Ft. Egress/ Clear Opening (2)7.47 SF 8.38 SF N/A N/A 10.2 SF N/A Clear Opening- Width in inches (2)21 13/16" 21 13/16" 21 13/16" (2)2113/16" 21 13/16" N/A Clear Opening Height in inches (2)49 5/16" 55 5/16" 20 3/4" (2)20 3/4" 67 5/16" N/A Special Hardware or instructions U-Value . 0.29 0.29 0.29 0.29 0.29 0.29 Principle Structure Packet Revised February 2019 • WINDOW SCHEDULE CALCULATION SHEET Project Location: 12 Shore Acres Road, Cleverdale, Lake George, NY 12804 Primary Owner (S): Daniel and Meghan Frazier Habitable Rooms Window#/letter L M N V On Plan Manufacturer Name Andersen Andersen Andersen Velux Model/Type DECK E-Series E-Series E-Series MOUNTED Unit/Block# CUSTOM (2)CUSTOM (3)CUSTOM Cell Size UNEQUAL LEG UNEQUAL LEG ARCH VSE C06 ARCH ARCH Rough Opening 3' 7" 8'-1" s' 1" 1' 9" Width Sq. Ft. Vent N/A N/A N/A 4.14 SF Sq. Ft. Egress/ Clear Opening N/A N/A N/A N/A Clear Opening- Width in inches N/A N/A N/A N/A -Clear Opening- N/A N/A N/A N/A Height in inches Special Hardware or instructions U-Value 0.29 0.29 0.29 0.43 Principle Structure Packet Revised February 2019 WINDOW SCHEDULE CALCULATION SHEET Project Location: 12 Shore Acres Road, Cleverdale, Lake George, NY 12804 Primary Owner (s): Daniel and Meghan Frazier Habitable Rooms Window#/letter DOOR 001 DOORS DOORS DOOR DOORS On Plan &107 003A&006A 107A&107D 101A DOOR 114 203A&208A Manufacturer Name Andersen Andersen Andersen Andersen Andersen Andersen Model/Type E-Series E-Series E-Series E-Series E-Series E-Series Unit/Block# SP2-3070 W/(2) SP2-3080 W/(1) SP2-3080 WI(1: Cell Size SP2-16080 SP2 3070 FIXED SP2 2880 FIXED SP2 2080 FIXED SP2-3080 SP1 HPI 6470 Rough Opening Width 16'-1" 9'-101/2" 8'-1" 5'-1" 3'-1" 6'-41/2" Sq. Ft. Vent 50.91 SF 17.86 SF 20.53 SF 20.53 SF 3'-1" 35.7 SF Sq. Ft. Egress/ Clear Opening 50.91 SF 17.86 SF 20.53 SF 20.53 SF 20.53 SF 35.7 SF Clear Opening- Width in inches 79 5/8" 32" 32" 32" 32" 64" tear Opening- Height in inches 92 1/16" 80 3/8" 92 3/8" 92 3/8" 92 3/8" 80 3/8" Special Hardware or instructions U-Value 0.3 0.3 0.3 0.3 0.3 0.3 DLO 84.26 SF DLO 33 SF DLO 24.77 SF DLO 20 SF DLO 13.45 SF DLO>24 SF Principle Structure Packet Revised February 2019 Project Summary Job: 19101 Date: Jul 09,2020 Entire House By: Plan: 19101 is - Pro'ect Information , For: Notes: PREVIEWED FOR FILE COPY ENPRCY CODE COMPLIANCE 'Desi• n Information - " Weather: Glens Falls AP,NY, US Winter Design Conditions Summer Design Conditions Outside db -4 °F Outside db 85 °F Inside db 68 °F Inside db 75 °F Design TD 72 °F Design TD 10 °F Daily range M. Relative humidity 50 % Moisture.difference 27 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure. 238982 Btuh _ Structure _ 38151 Btuh Ducts 14339 Btuh Ducts 1908 Btuh Central vent(0 cfm) 0 ;Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 253321 Btuh Use manufacturers data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 36053 .Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 14716 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftZ 15034 15034 Equipment latent load 14716 Btuh Volume Oft3) 120271 120271 Air,changes/hour 0.80 0.40 Equipment total load 50769 Btuh Equiv.AVF(cfm) 1604 802 Req..total capacity at 0.70 SHR 4.3 ton Heating Equipment Summary Cooling Equipment.Summary Make York Make York Trade YORK Trade AFFINITY Model TM9T120D2OMP11 Cond CZH06011 AHRI ref 2008689 Coil FC62C3XH1++S1-1TVM4K1 AHRI ref 3339312 Efficiency 96AFUE Efficiency 11.2 EER, 14 SEER Heating input 120000 Btuh Sensible cooling 39900 Btuh Heating output 115000 Btuh Latent cooling 17100 Btuh. Temperature rise 55, °F Total cooling 57000 Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.008 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio . 0.73 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. sr - 2020-Ju1-0909.59.37 -LIT, r g a-0 FAtkli 11-e" 1)K !7 SIP ClIIC tr " Page 1 n ewcrth Documen st orktFRALI (4 ��i'n Igala � . `. a .. 1 Right-J®Worksheet Job: 19101 • Entire House Date: Jul 09,2020 By: Plan: 19101 MANUAL J:7th Ed. 1 Name of room Entire House Room1 Room2 Room3 2 Length of exposed wall 1497 ft '335.7 ft 128.7'ft 6.0 ft_ 3 Room.diinensions 1.0 x 4056 ft. 1.0 x 1031 ft 11.0 x 6:0 ft 4 Ceilings Condit.Option 8.0.ft . d '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. litg Clg •(ft) •Htg. :Clg (fti, Htg •Clg (ftz). Htg Clg (ft2), Htg' Cig• 5'Gross a 12E3 5.4 -1:0 '11979 **** ' **** • 2686 " * 1030 *** "" 48 • Exposed b 0 .0 1I1111 **** ***. ,I11111 " 1111!I **" **** 111111 ***' Wails and c 0 0 111111 ****, ***" Ill!!! * .**" 111111 ***. **** n!1!! ****• **** partitions d 0 0 1111!! ***' **** . !1111! "*• *••* 111111 •**• ***- Wilt •••* **•* e 0 :0 I111!1 . *** 111111 **** ***' lll!11 **** """* 111111 **" f 0 0 111111 . HMI *"** 111111 **** '*** 111111 **** **** .6 Windows and, a 3A0 39.7 ** 210 '8331. *** .0 0 '*** 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 '*" 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 90 *"* 1710, 0 •***' -0 •0 *'" 0 0 """ 0 glass doors NE/NW 0 0 * 0 0 '**** 0 0 . '*** 0 0 * 0 Cooling E/W 68.0• 40 "** 2720 0 '*" 0 0 *' 0 0 0 SE/SW • 0 ' 0 0 0 *' 0 0 0 0 *' 0 South 34.0 80 2720 0 0 0 • '*' •0 0 St It.* 0 Horz• • 0 0 0 •0 '**** 0 0 *"" 0 0 ** 0 8 Other doors' a 10D0 33.1. '6.3 238 7883 1489 112 3709 701 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c .0 - 00 0 0. 0 0 ' 0 . 0 0 . 0 0 0 0 0 9 Net a '12E3 5.4 . 1.0 11531 '62265 11761 "2574 13898 2625 1030 5560 1050 48' 259 49 exposed b 0 0 111111 0 0 !lllll 0 0 • 111111 0 0 111111 0 0 walls and. c 0 0 1Ill11 0 0 1l1!!! 0 . 0 !11111 . 0 0 hIll!! 0 . 0 partitions d 0 0 111111 0 0 !WI! 0 0 111111 0 0 111111 • 0 0 . e 0 .0 111111 0 0 Ill!!! 0 '0 1!Il!l ' 0 0 MI!! 0. 0 f .0 0 I!!!!1 0 0 111111 0 .0 'uun 0 0 • '111n1 0 0 .10 'Ceilings a 16G0 2.4 1.1 7960 18914 8932 1212 2879 1360 121 287 135 0 0 0 b 0 0 1!1!!! 0 0 • •111111 0 0 . 111111 0 0 111111 0 0 .o •0 0 Will 0 0 111111 0 0 111111 0 0 !I!1!! •0 0 d 0 .0 !lii!! 0 0 111111 0 0 111111 0 0 111111 . 0 0 e 0 0 !!1!!! 0 0 11!!!! 0 0 !III!! 0 0 111111 0 0 f 0 0 111111 0 0 111111 0 0 IllIll 0 .0 !!11!! 0 0 11 Floors a 1910 1.7 0 7145 12346 0 4056 7009 0 1031 . 1782 •0 66 114 0 (Notes room b 1910 1.7 0 .413 713 0 .0 0 0 0 0 0 • 0 0 0 perimeter c.1910 1.7 • 0 882 1524 .0 0 .0 .0 0 0 0 0 0 0 is d!spl. d 0 0 111111 0 0 11!I!! 0 0 111111 0 0 111111 0 0 for slab. e 0 0 I!!l!! 0 0 i11111 0 0 111111 0 0 HMI 0 0 floors) f 0 0 1111110 0 111111 0 0 1!II!! 0 0, .111111 0 0 • 12 Infiltration ' a 283 19.7 - 448 127006 8820 112 31752 2205 0 0 0 0' 0 0 Ventilation 0 '0 0 . 0 . 0 0 0 0 13. Subtotal loss=6+8.:+11+12 "" 238982 "" . *'** 59247 **** "** 7629 '*** * 373 **" Less.external heating **** 0 **'* ***• 0 •••• **** 0 '**' '*" 0 ***• Less transfer **** •0 *"" "" 0 **** **** 0 ***' 0 *** Heating redistribution * . •0 .... ..** 0 **** 0 ..** 0 **** 14 Duct loss. • ' 6% 14339 **** 6% 3555 **** 60/0 .458 '*** 6% 22 **** '15 Total.loss=13+14 . -*'"' 253321. **** **** .62802 **** **** 8087 *** **** .396 *** 16 Int.gains: People @ 300 0 ` 0 0 "* 0 0 "*** 0 .0 * 0 Appl. @. .1200 0 **** 0 04. 0 0 *"* '0 0 0 17 Subtot RSH gain=7+8..+12+16 • ..........• '.k" 38151 **** **`* 6890 **** *"*" 1186 "** **** 49 Less external cooling .. 0 *" 0 * " 0 0 Less transfer .'*`* **** 0 **** **** 0 **** "** '0 **** **** 0 Cooling redistribution **** **** 0 *f 0 0 "** **** 0 18 Duct gain 5% **** 1908 5% * 345 5% "'*' 59 5% *"* 2 19 Total RSH gain=(17+18)*PLF 1.00 • *"* .40059 1.00 **** -7235 1.00 *** 1245 1.00 "*` 61 20 Air.required(cfm) 1900 1900 471 343 61 59 3 2 Calculations approved by ACCA to meet all.requirements of Manual J 7th Ed. • TF' wrigF>t'ttsofE* 2020-Jul-09 09:59:37 Right-Suite®Universal•2017'17 0.16 RSU25116 Page 1 ' ACA ...ngeworthy1Documents\York1FRAZIER CLEVERDALE.rup Cale=MJ7.'Front Door faces: N O o m V 8 01 A 8 OODDIti 8 $ v zT (� £ Z O_ ir) �im0 p a 9. : N �` ��xQQ Q+ N a O Z' D + a 5+$$ A A �'. 0) -.m ao o•m -•m o.o am -•mao vm o o•m xvi(nmzz -*mao o•m -.m ao cm nya m m m-v m'mm 0 N.3 o rn�ma pN 3 j '+ m + moo 0 m p otn z�' o - H O N -a +w� N - - - 0 w o W = O U 9 n m NW N PI 8 fWD C)1 (0 'O R. 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O N r• i s ;o ': • . - _ - __ _ _ .y i 0 j off • N vt 00 O = = =000. = ===0 =n) Oo0 o.00000 000000 = =-.==N ,2'C' ID C • : : : : : • . w r r m i- N X co : : :":,• : • • V W N, • : x : : : CO N Cp A 00�1 _ r N 0- _ m WOOOOW 001 000000 00000 00000(O 000 OOOOOV n p ?O(0 . 0] 0 .ma y ♦ - .. ::C � �'. • - r •': . • r • r oz -ow ci (— m cn Q- Wrnb000Noo 0 4 000000 '000000 00000 .�') 000 000000 - P. » • . "=.-D 'L .a CD C CO So •00 » in =.=:o obi-•----0 =====a 000 acn"o000 OO000 - --.-=0 • So i coo, F : r • • • • : : Q., 0. v w : : : : 10 : : : ••': 01 0 w O b (vi1 tAa000-• oN 000000 00000 ) 00000E moo 00000N W $000'o m CDQ�pp Vy 0011 J V A A 0 0 0 0 0 O N 000000 o O O o O S 00000 O 000 080000 II 1 CONTINUOUS WHOLE-HOUSE MECHANICAL VEtd a t.A Arun....,...........--_ ` (WAGER OF BEDROOMS z a_5 5-7, 7_ ,... fl)NJELUPtG;UP1tT I 2-3= =;c'':_., FLOOR AREA 0-1 Airflow hi GF�B {square feet) 60 75 90 .. <1,500 30' 45. I 75 105 • F--��- .b0 75 _ iS01-3,000 45 105 120 60, 75 90 - - . 4,501-"6,000 I20 135 50` :-At;' 6,001-.7,500 90 105 120 135 150 . 165 Y` >7,5oo 105 ' ..`;.F; For sT••1 square foo =0.0929 m.,l cubic foot per minute=0.0004719 nNs. JIr TABLE M1507.3.3(2) r.,1r•: INTERMITTENT WHOLE-NOUSE MECHANCAL"VENTILATION RATE FACTORS',b lr"i•l. PERCENTAGE IN EACH 4-HOUR 25% uSb 50°re 66°6 1 _ RUN-TIME SEPIT 7 15 1.3. . Factor . . 'x 4 mitten to be determined by interpolation. _3'1 a:For ventilation system run time values between those given, factors are p • 1 b.Extrapolation beyond the cable is prohibited. k;gi 1°=a e. TABLE M1507.4 . 4r 12, P/1li§09:4 Local exhaust rates.Local exhaust systems shall MINIMUM ONE--AND TIRO-FAMILY DDWELLINGS .. N ' ,- ,7 be designed to have the capacity to a-haust the minimum nit 9 .:,,_ EXHAUST RATES-, '�1 ` flow rate determined in accordance with Tablt:"M1507.4. Au . '�" 100 cfm intermittent or25 cfm .1':: Bathrooms-Toilet Mechanical exhaust capacity off( «�• intermittent or 2A efm conbatiOU • i,of o Rooms • .).!' `j7al,;�• Forst•l cubic foot per Minute=0.000d719m3/s. ; st ; 60 CF1t1 1.k34 x SO/i _ 1 oi S -g 7SFr, 6'/I,V4 )(2. / -r \c Gv (;3G S(-( :- WSC FilA f . i • Manual S Compliance Report Job: 19101 Date: Jul 09,2020 Entire House By: Plan: 19101 • • "Project Information x r For: FILE COPY ; , Cooling Equipment _t= Design Conditions Outdoor design DB: 85.0°F Sensible gain: 20988 Btuh Entering coil DB: 75.3°F Outdoor design"WB: 71.0°F Latent gain: 3436 Btuh: Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 24424 Btuh Indoor RH: 50% Estimated airflow: 1122 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: York Model: YCD30B21+F,PE*E22(1,2)36 -Actual airflow: 907 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: .0 Btuh 0%o-of load SHR: 0% Heafing;E,q:uipment. ; - ;: `.. - _ �..a . Design Conditions Outdoor design DB: -4.0°F Heat loss: 74549 Btuh Entering coil DB: 65.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type:- Gas furnace Manufacturer: York Model: TM9X080C1.6MP11 Actual airflow: 907 cfm Output capacity: 76000 Btuh 102%of load Temp. rise: 50 °F Meets'are-all requirements of ACCA Manual S. Writ a t$O _,:; �,. 2020-M-09 1o.2ai30 vernal 2' ID o till U25111EPage 1 r �.1 ,il Iangev/ortriy\Documents Y. \FRAZIER GARAGE rup liti.1132aN Ri6lifl Door ItErrm Residential Plans Examiner Review Form RForm PER1 ACCk. for HVAC System Design (Loads, Equipment, Ducts) 16 Mar09 NrOic rnaCrtraCrxsdMeka QUEENSBURY NY Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 0 No El Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes 0. No 0 OEM performance data.(heating,cooling,blower): Yes 0 No 0 Building plan#: 19101 Manual D Friction Rate Worksheet: Yes 0 No 0 Duct distribution sketch: Yes 0 No 0 Home address(Street or Lot#,Block,Subdivision): , Entire House HVAC LOAD CALCULATION (IRC M1401.3) . Design Conditions Building Construction Information Winter Design.Conditions Building Outdoor temperatures -4, "F Orientation: Front Door faces North Indoor temperature: 68 °F. North,East,West;South,Northeast,Northwest,Southeast,Southwest Total heat loss: 74549 Btuh Number of bedrooms: 2 Conditioned floor area: 3510 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 85 °F Indoor temperature: 75 "F Windows Root Grains difference: 27 gr/Ib 00% RH Eave overhang'depth: 0 ft Sensible heat gain: 23320 Btuh'. Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 3817 Btuh Depth Window Total heat gain: 27137 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 907 Furnace,Heat pump,Boller,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 907 Model: York Model: York Static pressure: 0 in H2O TM9X080C16MP11 YCD30B21+F,PE*E22 1,2 36 Fan's rated extemalStatic pressure for ( ) design airflow Heating output capacity:. 76000 Btuh Total cooling capacity: 0 Btuh Heat pumps capacity at winter design ou door conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 907 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: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP÷(TEL x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. . *Home qualifies for MJ1AE Form based on Abridged Edition Checklist 41-wrightsoft' Right-Suites Universal 2017 17.0.16 RSU25116 , Project Summa Job:. Ju Date: Jul 01 •� .09,2020 Entire House By: Plan: 19101 - - - : °Project Information - . For: Notes: Desi• n Information - - Weather: Glens Falls AP, NY, US Winter Design Conditions Summer Design Conditions Outside db .-4 °F Outside db .85 °F Inside db. • .68 °F Inside db 75 °F Design TD 72 °F Design TD 10 °F Daily range M. Relative humidity 50 % Moisture difference 27 grill) Heating Summary Sensible Cooling Equipment Load Sizing Structure 70329 Btuh Structure 19988 Btuh Ducts 4220 Btuh Ducts . 999 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) Huidification 0 Btuh Blower e) 0 Btuh Piping. 0. Btuh Equipment load 74549 Btuh Use manufacturer's data n Rate/swing multiplier 090 Infiltration Equipment Equipment sensible load 18889 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure. 3436 Btuh Ducts 0 Btuh Central vent(0.cfm) 0 Btuh Heating Cooling (none) Area(ft2) 3510 3510 Equipment latent load 3436 Btuh Volume(ft3). 28080 28080 Air changes/hour . 0.70 0.40 Equipment total load .22325 Btuh Equiv.AVF (cfm) 328 187 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York - Trade YORK Trade ADP Model TM9X080C16MP11 Cond YCD30B21 AHRI ref 2008694 Coil F,PE*E22(1,2)36 AHRI ref .8953466 Efficiency 95.5 AFUE Efficiency 10.5 EER, 14 SEER Heating input, 80000 Btuh Sensible cooling 19040 Btuh Heating output 76000 Btuh Latent cooling 8160 Btuh Temperature rise 76 °F Total cooling 27200 Btuh Actual air flow 907 cfm Actual air flow 907 cfm. Air flow factor. 0.012 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 0.86 Calculations approved by ACCA to,meet all requirements of Manual J 7th Ed. ��JJ_,,_wrightsofr2020JuI-0910:28:30 �� TIT 9 Right-Suite®Universal 201717.0.16 RSU25116 Page 1 ...t.langeworthy1DocumentslYork\FRAZIER GARAGE:rup Calc.=MJ7 Front Door faces: N O . m CO V 0 fT A 'W N O a'l • � _OD OREo -2gz0 P . —c,m0 [. --=- Da mwf 8 8m _ C-"'ww .-p ERR N5a .m if um 13 "i g �� dd rn .� v O -J D A =.0 CD - CD O.O Cr0) -"CD d 0 CM CD 0.0 Cr CD 00 CO -,)D d O C C1 "'(D a 0 0 O) y Q O J ,+, a m w8 m,+ 4x4yQmmmZ - zC� n. ..m m . �' N ao m t o o w o N.b Z. . N 00, a • a a CC o rr N (P N _ m '1 0 6/ A ... 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A N (7� 4Y cw0 Ui 4p R. C V 0 0 0 0 0 V 0 0 0 0 0 A 000004. 00-. 0 0 0 0 0 V 0.0 0 0 0 A = j 7 71 X6 = 00 v; 000000 00000- 000006 pow o00000' 0000:00 -3 m`aj • 1 S � x » ' » 1 » �D m ^� Dmz. p O� oo a, -=--=0 = ====0V0 === =ccoo. coo oo,0000 00000m- =:=•=.== .�o O i 1 1. x 1 4 • • ' • o ppC 2 V s w s s • w s • m Of N - m N ' O P'ocli A m 0 o JI m C .w'O O O O o m 000000 O'O o 0 o m O o o o O V o 0 0' o cc o n o J O,. ,V "i OF4 n : r • . i C » • 4 r n fin, ,(� .0 m w • r 1 i 1 1 » 1 » i 1 v CX h a8.000800 OW 000000 00000 E 0 0 0 0 0- 000 000000 Vmu,N 0 4 r S 1 g : : 1 : ND m ,�•hY 3 W 2 ;00 a.c i • w.ae i 1 _.-.__ ===_=N0� _.=.-.-. NN (� - - - -._N 0/ O� ry - "O0 O =0 =w =N ono .000000 000008 ._.._._.-=N ='O O 0) =X 11 o. _ • 1 1 1 2 S 1 " " S (� p a i S / 1 2 r f , con �+ C . m w N 0 0 0 0 ow 0 0 0 0 0 0 0 0 0 0 0 m 00 0 0 0 O 00 0. 0 0 0 0 o m rp z a,- wro _ N " i 1 » " 4 co 2 _ 000.000f000 co~ °poop'° ,00.000m 00000) 000 o6ocmoO N ..• 1./. 1. .r 1 1 .•. '�D ^> $c c - -- _ --_ __- - _ _ _ _ g 00 =====0 - = c)f w _-•-•--N V 000 Ooo0oc0, 0 _00000) ._. == N.- -•.o 0) , y y tt _ X 8 W i i i' i $ 7 i w 1 r • • • i • •1 O W N g (.� m 3 : con �.,A3 C!1'pN W W 8�p pc ,a a (20000L1 00) 000000 00o00•N+ o000oN 000 OOOOON _ .-B. $•00 = » 1 ■.1 S 1 / • » ,"•� n`c=-'•. ^mow '0W 0 L 00pp » S-S / 1 1 HUH r 1 • 1 1 i »' » i co EN .m+ O m 0- oo�o oo o oo 0(0 000000 0 00o0-a+' 00 0000 000 o oo oo coil - m ' i » , : .. yD m a L ., Mth,o _ _ ___ - -N __ :' 0 0� 00 a O -^--•-O .---.•-.-m N 000 000000. 000000 =====N =o O (0 O N IV a Q -a. i i f i f f 4 N A OC 0 8 k - _a w A Vt• m A ,m0000 OV OOOOOO oocoon 000000 000 00000V � a0O c0 O E O N • NO A--w-.m000'a100 _ oawi 000000 00000V 0000ON 000 000000 - . 1 Right-J®Worksheet Job:. 19101 Entire House Date: Jul 09,2020 By: Plan: 19101 MANUAL J:7th Ed. 1 Name of room' Room9, Room10 2 Length of exposed wall . 15.0,ft .37:0 ft .3 Room dimensions 15,0 x '16.0 ft 17.0 x '20.0 ft 4 Ceilings - Condit.Option 8,0 ft heat/cool 8.0 ft heat/cdol TYPE OF CST HTM Area' Load(Btuh) Area Load(Btuh) Area Area EXPOSURE NO. Htg Clg (ftl Htg Clg. (ft') Htg Clg Htg Clg Htg Clg 5 Gross .a 12E3 5.4 1.0 120 *••* 296 * «.. ...it **•* Exposed b 0 0 1III!! * **** llllll **** **** *••* .,.• walls and c 0 0 111111 ***• ** !Ill!! Mt., **** ••** N.* partitions d 0 0 llllll * '**' llllll **** *•** *.. .... ,.* e 0 0 111111 **** *•** I!!!!! **** •» ••• **** ..., 0, .. 0 null * *.• Mill •*** **.* .. m* .. *.. • 6 Windows and a 3A0 39.7 ** 25 992 *• • 65 2579 '•'• •*•* • glass doors b 0 :0 0 •• 0 p ••• , Heating c 0 ** "0 0 •• 0 0 •** In.* .. d 0 ** 0 0 *** 0 0 ••*'' •••• e 0 0 p ... 0 0 .*. .*. ..* f 0 ** 0 0 **,* 0 0 --- ... ..*. 7 Windows and North. 19.0 25 **** 475 40 ***' 760 .** glass doors NE/NW 0 0 ***• 0 0' *.. 0 .. ***. Cooling , E/W 68.0 0 * 0 25 `**• 1700 **** *•** SE/SW 0 0 *•*` 0 0 **'* 0 ••*• South 34.0 0 *•*•. 0 0 **** 0 **. .. Hoe 0 0 0 0 *•* 0 •.* „ 8 Other doors a 10D0 33.1 6.3 0 0 0 0 0 0 b 0 0 0 0 . 0 0 0 0 c 0 0 0 0 0 0 0 .0 9 Net a 12E3 5.4 1.0 95 513 97 231 1247 236, exposed b 0 0 111111 0 0 HIM 0 0 • walls and c 0 0 111111 0 0. llllll 0 0 partitions d 0 . 0 llllll 0 '0 .- llllll 0 0 e 0 0 !lll11 0 0 min 0 0 f 0 0 1111!! 0 0 pnn 0 0 10 Ceilings a 16G0 2.4. 1.1 240 570 269 340 808 381 b ' 0 0 11111! 0 0 llllll 0 0 c 0 0 !I!!!! ' 0 0' Hill! 0 0 d 0 0 111111 0 0 Ill!!! 0 0 ' e 0' '0 nut' 0 0 llllll 0 0 f 0 ,0 llllll 0 0 Ill!!! .0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 (Note:room b 0 0 Will - 0. 0 111111 0 0 . perimeter c 0 .0 llllll 0 0 llllll 0 0 is displ. d 0 0 111!0 0 0 llllll 0 0 for slab e 0 0 lull! 0 0 !II!!!! 0 0 floors) f 0 ,0 11111! , , 0 0 llllll .0 0 • • 12 Infiltration a 44.7 3.5 25 1116 89 65 2903 230 Ventilation 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 3191 *** ****• 7537 '*•* ,*•* *•. •••• .. Less external heating *••' 0 ••* 0 .. ... *,.* Less transfer *•• 0 . *., Heating redistribution *••* 0 *' 0 ••*• •*•- ***• •••. 14 Duct loss 6% '191 •'** 6% 452 •'*• •. .. 15 Total loss=13+14 **** 3383 ' '*'* '*** 7989 **** *'•* ••. **** 16 Int.gains: . People @ 300 0 *'* 0 0 *•*• .0 ***• *TM* • Appl: © 1200 0 ••" . 0 •0 *•. 0 .. ...: 17 Subtot RSH.gain=7+8..+12+16 •**` ***' 930 •*•* •*•* 3307 •*•* ••** ***. *•• Less external cooling .,. 0 •*** ••*• 0 ... **** .... ***It Less transfer . •.. 0 **.* ...* 0 .... *.** *..* **. Cooling redistribution •..• ** 0 ** •. . .** 0 .* .* ...* •..• 18 Duct gain. 5% *`*' 46 5% ***' 165 ' *•** • 19 Total RSH gain=(17+18)•PLF 1.00 **** 976 1.00 '*'* 3473 *••• 20 Air required(cfm) 41 42 97 150 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed: . 4-..... wrightsOft* 2020-Jul•0910:28:30 Right-Suite®Universal'2017 17.0.16 RSU25116' Page-3 !eI+ ...t.langeworthy\Documents\York\FRAZIER GARAGE:rup Cala=MJ7 Front.Door faces: N • Manual S Compliance Report Report Job: 19101Date: ,Jul:09,2020 Entire House By: Plan: 19101 _s P:Iroject Information. For: -Co,oling.Equipme.nt ,r " - Design Conditions Outdoor design DB: 85.0°F Sensible gain: 40059 Btuh Entering coil DB: 75:3°F Outdoor design WB: 71.0°F Latent gain: 14716 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 54775 Btuh Indoor RH: 50% Estimated airflow: 1734 cfm Manufacturer's',Performance Data at Actual Design Conditions Equipment type: Split.AC Manufacturer: York Model: CZH06011+FC62C3XH1++S.1-1TVM4K1 Actual.airflow: 1900 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0% of load Total capacity: _ 0 Btuh 0% of load SHR: 0% ° Heating--Equi;pment :_ . _ Design Conditions. Outdoor design DB: -4.0°F Heat loss: 253321 . Btuh Entering coil DB: 64.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: York Model: TM9T120D2OMP11 Actual airflow: 1900 cfm Output capacity: 115000 Btuh 45%of load Temp. rise: 50 °F Meets areall requirements of ACCA Manual.S. 2020-Jui-09 09:59:37' At "Pitwrightsoft° Right-Suite®Universal 201717.0.16 RSU25116 Page 1 ACCK ...ngeworthylDocumentstYoric FRAZIER CLEVERDALE.rup Cat=MJ7 Front Door faces: N Residential Plans Examiner Review Form RPER1 ACiL k.e , for HVAC System Design (Loads, Equipment, Ducts) 15Mar09 PitanifirivCcrtractusclArraka QUEENSBURY NY Header Information Contractor: REQUIREDATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 0 No Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes 0 No 0 OEM performance data(heating,cooling,blower): Yes ❑ No Building plan-#: 19:101 Manual D Friction Rate Worksheet: Yes 0 No 0 Duct distribution sketch: Yes E No E Home address(Street or Lot#,Block,Subdivision): , Entire House HVAC LOAD CALCULATION (IRC M1401.3) • Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: -4 °F Orientation: . Front Door.-faces-North Indoor temperature: 68 °F North,East,West,,South,Northeast,Northwest,Southeast,Southwest Total.heat loss: 253321 Btuh Number of bedrooms: 5 Conditioned floor area: 15034 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 85 °F Indoor temperature: 75 °F Windows Roof Grains difference: 27 grub @50% RH Eave overhang depth: 0 ft Sensible heat gain: 44510 Btuh Internal shade: none - Blinds,drapes,etc. Eave Latent heat gain: 16351 Btuh Depth Window Total heat gain: 60861 Btuh Number of skylights: 0 'HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace. Equipment type: . Split AC Heating cfm: 1900 umaee,He pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 1900 Model: York Model: York Static pressure: 0 in H2O TM9T120D2OMP11 CZH06011 Fan's rated external static pressure for design airflow Heating output capacity: 115900 Btuh Total cooling capacity: 0. Btuh Heat pumps-capacity.at winter designou door conditions- Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1900 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in.H20 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: 0 in/100ft. Branch duct: Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. I 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft Right-Suite®Universal 2017 17.0.16 RSU25116 , CONTINUOUS WHOLE-HOUSE MECHANICAL VEN ra — �j MBER OF BEDROOMS I _ ate,+ OwEORAREA 2-3 4-5. _I' 6-7' — , FLOOR ARFIS. -�; - Airilow in'CFR _ �" (square ; fq feet) � b0 75 90 30 45 1 <1,500 60 75 90 145 � i,501.-3,000 . 45 90 105 120�lst-i_l: 60. 75 :, • 3,001-4,500 105 " 120 135 �' 4,501-6,000 75 90. 6,001—7500 '90 105 I 135 150 <.y, 120 I 135 • 7,500 I05, 65 JI !; • .��;,;- For SI:l squaiefoat=0.09Z9 m2,l cubic foot per minute=0.0004719 rn3ls. - 1.4•:,;. TABLE lhi1:67o3 3(2) 514;! INTERMITTENT WHOLE=HOUSE MECILIVCAL VENTILATION RATE FACTORS tt RUB!-TIME PERCENTAGE IN EACH 4-HOUR 3i5 `•0 SEGIWEHT 1.3 $^"` 4 3 2 15 • Factof interpolation. "ii��I tted to be determined by interpol I t r° a,For ventilation system run time values bete+sea those given,the factors are p ''%`. b.Extrapolation beyond the table is prohibited. • • IF TABLE M75a7 4 �z`,a e". .13, �507 Local exhaust rates;Local exhaust,systems shall MINIMUM NE REQUIRED TWO-FAMILY AUST S ' x be designed to have the capacity to exhaust the minimum air AREA TO BEExHAuST DWELLINGS •.i4 ' flow rate determined in accordance.with Table Nl1507.4. '_= ent or25 c[IIi �'j:-:, Ifitcheas 100 cfm intennitt an r„,, Bathrooms-Toilet Mechanical exhaust capacity of `•,t,;. i . : intermittent or 20 cfm continuo , i1:<.. 9 Raoms ,f `:.4 •u;i,.. For SI• t eel*foot per minute=0.6004719 m3/s: •:1 r �c�z i sloe Co° - ?OC r f 1 cic.r Sc�� .-Er. .I 155 MAX .1 „,; HEAT RECOVERY VENTILATOR • ENGINEERING DATA LIFE�a4EFITl� THERMALLY CONDUCTIVE,PATENTED DEFROST n � ALUMINUM CORE Recirculating damper defrost system. 1LC—D2 2 LQ,1S20 The counter-flow heat recovery core transfers heat between the two airstreams.It is easily removed for cleaning or service. CASE Twenty gauge prepainted galvanized steel for superior corrosion resistance.Insulated to MOTORS AND BLOWERS prevent exterior condensation.Drain connections 2-1/2 in.(12 mm)0D.Balancing ports Each airstream has one centrifugal blower driven by a common PSC motor,with multiple are located on door. fan speed operations. ELECTRONICS FILTERS The DXPLO2 control included with the unit can be wall mounted in a central location of Washable air filters in exhaust and supply air streams. the home.3 wire 20 gauge(min.)100 ft length(max.). MOUNTING Four threaded inserts at corners of the cabinet designed to accept the"s"hooks and WARRANTY hanging straps supplied with the unit Units carry"a lifetime warranty on the HRV core,and a 5 year replacement parts warranty: OPTIONAL ACCESSORIES:' Weather Hood TechGrille Terminator Wireless 20/40/60 99-185 99-EAG4 Fitting Min Timer 99-EAGS 99-DET02 99-186 99-EAG6 99-TM4 99-187 , 99-EAGS l 99-TMS 4P -, �1 . ; 99-TM6 \-,---.--'--., \e" LIFEBREATH CONTROL OPTIONS TIMER OPTIONS FEATURES 99-DXPLO2 99-BCO2 99-BC03 99-8C04. 99-DETOl-Lifebreath 20/40/60 Minute Timer Initiates high speed Ventilation for 20,40 or 60 5 speed fan operation on each mode ✓ minutes.3 wire connection. 99-DET02 2 speed fan operation(Low/High) `4 ✓ Wireless Lifebreath 20/40/60 Minute Timer Continuous low speed fan operation / Initiates high speed Ventilation for 20,40 or 60 minutes.Wirelessly connects to main control for Humidity control through adjustable Dehumidistat ✓ ✓ ✓ ease of installation.40'approximate range. Excusive to Lifebreath. Large digital LCD screen ✓ 99-RXO2-Wireless Lifebreath Repeater LED status indicator lights ✓ ✓ ✓ Extends range of 99-DET02 Wireless Timers.Plugs into 120V power outlet.Wirelessly connects to Continuous Ventilation ✓ `/ main control and 99-DET02.Install at halfway point between timer and main wall control if timer Continuous Recirculation ✓ ✓ is out of range. 20 ON/40 OFF ✓ "- 10 ON/50 OFF / 20 ON/40 Recirculation . 20/40/60 min.Highs speed override button P ✓ 99-DXPLO2 99-DEr02 Compatible with 99-DET02 Wireless Timer ✓ ✓ ✓ ✓ ®/ 3 wire connection ✓ ✓ ✓ ✓ L IFLc EF TH ®o Indoor Air Systems 15SMAX(01-01-18) www.lifebreath.com o c A, v 1] I 155 MAX i,, HEAT RECOVERY VENTILATOR ,1 >_ 4 ow I PERFORMANCE(HVI CERTIFIED) LIFEBRERTI- ,( i 0.1(25) 0.2(50) 0.3(75) 0.4(100) 0.5(125) 0.6(150) 0.7(175) ELECTRICAL SPECIFICATIONS IN.W.G.(PA) CFM(L/s) CFM(L/5) CFM(L/s) CFM(L/s) CFM(L/s) CFM(Us) CFM(Us) VAC @ 60Hz 115 Net Supply Airflow 184(87) 163(11) 146(69) 132(62) 115(54) 92(43) 60(28) Watts/Low Speed 66 Gross Supply Airflow 188(87) 166 1/8) 149(70) 134(63) 117(55) 94(44) 61(29) Watts/High Speed 118 Gross Exhaust Airflow 239(113) 228(107) 212(100) 193(91) 172(81) 150 p1) 126(60) Amp Rating 1.4 Sensible Effectiveness(ASE) 32°F(0°C) 84% 180 WEIGHT: @ 59 CFM(28 Us) 71 LBS(32 KG) Sensible Efficiency(SRE) ° 160 SHIPPING WEIGHT: • @ 59 CFM(28 Us) 32°F(0°C) 75/° 73 LBS(33 KG) E 140 Sensible Efficiency(SRE) 32°F(0°C) 15% @64 CFM(30Us) lzo Sensible Efficiency(SRE) 13°F(25°C) 12% o ioo NOTE: @ 64 CFM(30 Us) a Front clearance of 25 in.(635 mm)is 80 recommended for servicing unit All ducts l� �� use 6 in.(152 mm)round collars.Balancing V I 90 0 .4o4IIIdAI 60 dampers are located in all air streams. r.,'�"„z,r.;l .... 5 CERTIFIED enarmm 7 1 I I I I I I 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 Static Pressure(in w.g.) DIMENSIONS FRONT VIEW TOP VIEW I Flier I 14 3/4 i� n.(375 mm)�I Recirculating �_ I I Damper _ — *: I I Removable 14,P11111111RN �` I'll Blower �lt Heat Wiy Motor (� Stale air to outside ReCore /I 1111 b Fresh air from outside Core ■C� ---- =__-—'�i Stale air from inside 1101 _ ♦ m O .Fresh air to inside I • 6R ioundn.(152 Collars'mm) I1--- — 33 5/8 in.(854 mm) I — •o v - Date:, WARRANTY Contractor. Units carry a lifetime warranty Tag on the HRV core and a 5year replacement parts warranty. Project Qty. Supplier. Engineer Quote#: All units conform to CSA and UL standards OS Control: Submitted By. LIFEBRERTH° -It IndoorAirSystems Timer Timer Qty: 1SSMAX(01-01-18) www.lifebreath.com I Generated by REScheck-Web Software ej( Compliance CertificateREVIEWED FOR ENERGY CODE COMPLIANCE Project Frazier Residence FILE COPY Energy Code: 2018 IECC Location: Lake George, New York .soREDARcy, Construction Type: Single-familyikiie Project Type: New Construction 4 :: Conditioned Floor Area: 8,435 ft2 * '�` Glazing Area 20% d+� • o..seG �� Climate Zone: 6 (7377 HDD) 9TFOFNE`11yo Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 12 Shore Acres Phinney Design Group Queensbury, New York 12804 142 Grand Ave Saratoga Springs, New York 12866 Compliance: Passes using UA trade-off Compliance: 14.5%Better Than Code Maximum UA: 1448 Your UA: 1238 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 Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter CEILING: Cathedral Ceiling (no attic) 4,773 59.0 0.0 0.018 85 SKYLIGHTS:Wood Frame 28 0.400 11 WALLS:Wood Frame,24" o.c. 7,590 24.0 6.6 0.037 215 DOORS 2:Solid Door(under 50%glazing) 48 0.500 24 DOORS GARAGE:Solid Door(under 50%glazing) 216 0.050 11 DOORS 1:Glass Door(over 50%glazing) 665 0.300 200 WINDOWS:Wood Frame 845 0.290 245 FLOOR:Slab-On-Grade(Unheated) 493 10.0 0.730 360 Insulation depth: 0.3' FOUNDATION WALLS: Solid Concrete or Masonry 3,102 25.0 7.0 0.028 87 Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory equirements listed in the REScheck Inspection Checklist. Michael R. Phinney,AIA I 7/10/2020 tj taul Name-Title Signatur ` Date Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 1 of10 e i Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 2 of10 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 ❑Complies 103.2 documentation demonstrate 1 ❑Does Not [PR1]1 ;energy code compliance for the Ili :building envelope.Thermal '❑Not Observable (envelope represented on ❑Not Applicable ;construction documents. ' 103.1, ;Construction drawings and '❑Complies 103.2, (documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 (lighting and mechanical systems. DNot Observable ,J (Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate (compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: DComplies 403.7 (sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: ❑Not Observable ,9) :Manual]or other methods Btu/hr Btu/hr ❑Not Applicable ;approved by the code official. PP I ( Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 3 of10 • Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 ;Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FOl]1 I 0 Unheated 0 Unheated DDoes Not table for values. a I ❑ Heated 0 Heated DNot Observable DNot Applicable 402.1.2 ;Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [FO3]1 :depth/length. DDoes Not table for values. V DNot Observable ❑Not Applicable 402.1.1 ;Conditioned basement wall R- R- DComplies See the.Envelope Assemblies [FO4]1 i insulation R-value.Where interior R_ R- ODoes Not table for values. Lo„, ;insulation is used,verification may need to occur during ['Not Observable :Insulation Inspection. Not ❑Not Applicable ;required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall i ❑Complies [FO5]1 :insulation installed per I DDoes Not ;manufacturer's instructions. DNot Observable DNot Applicable 402.2.9 ;Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 :insulation depth of burial or DDoes Not table for values. u ;distance from top of wall. DNot Observable DNot Applicable 303.2.1 A protective covering is installed i '❑Complies [FO11]2 ;to protect exposed exterior i DDoes Not insulation and extends a �' DNot Observable ;minimum of 6 in. below grade. i € DNot Applicable 403.9 ;Snow-and ice-melting system ❑Complies [FO12]2 :controls installed. DDoes Not ' ['Not Observable i DNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- DComplies See the Envelope Assemblies 402.3.4 ; DDoes Not table for values. [FR1]1 ['Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- DComplies See the Envelope Assemblies 402.3.1, average). DDoes Not table for values. 402.3.3, 402.5 [Not Observable [FR2]1 I ❑Not Applicable v 303.1.3 ;U-factors of fenestration products DComplies [FR4]1 :are determined in accordance DDoes Not 4 ;with the NFRC test procedure or ; ;taken from the default table. :Not Observable ❑Not Applicable 402.1.1, Skylight U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.3, ❑Does Not table for values. 402.3.6, 402.5 ❑Not Observable [FR5]1 ; ❑Not Applicable 4 402.4;1.1 ;Air barrier and thermal barrier DComplies [FR23]1 ;installed per manufacturer's DDoes Not ;instructions. DNot Observable ,❑Not Applicable 402.4.3 ;Fenestration that is not site built f! DComplies t [FR20]1 ;is listed and labeled as meeting DDoes Not �, ;AAMA/WDMA/CSA 101/I.S:2/A440 1 for has infiltration rates per NFRC ONot Observable ;400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures DComplies [FR16]2 sealed at housing/interior finish DDoes Not and labeled to indicate 52.0 cfm leakage at 75 Pa. # ['Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; DComplies [FR12]1 ;insulated >= R-8 where duct is 1 DDoes Not , 4 '>=3 inches in diameter and >= ❑Not Observable R-6 where<3 inches.Supply and :return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 1 ;for< 3 inches in diameter. , 403.3.2 Ducts,air handlers and filter ; DComplies [FR1311 ;boxes are sealed with i DDoes Not ,, :joints/seams compliant with ;International Mechanical Code or ( [Not Observable ;International Residential Code,as ❑Not Applicable :applicable. ; 4033.5 ,Building cavities are not used as . DComplies [FR15]3 ;ducts or plenums. ODoes Not `%° i 1 ❑Not Observable ,> ; i ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- DComplies [FR17]2 ;above 105°F or chilled fluids DDoes Not ;below 55°F are insulated to>_R- 3 ['Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.4.1 i Protection of insulation on HVAC ( ❑Complies [FR24]1 !piping. s ,❑Does Not u, :Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 i .R-3. DDoes Not 4, ❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies [FR19]2 !installed on all outdoor air ❑Does Not • ;intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled i 1❑Complies [IN13]2 :or the installed R-values ❑Does Not i provided. ❑Not Observable DNot Applicable 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 1/2 of the ❑ Wood 0 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). 0 Steel 0 Steel ONot Applicable i 303.2 ;Wall insulation is installed per i DComplies [IN4]1 :manufacturer's instructions. f ❑Does Not 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: Frazier Residence Report date: 07/07/20 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- DComplies See the Envelope Assemblies 402.2.1, : 0 Wood 0 Wood ❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel 0 Steel :Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per DComplies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 ;Blown marked every Not Observable 300 ft2. . ❑ ❑Not Applicable 402.2.3 ;Vented attics with air permeable 1❑Complies [F122]2 :insulation include baffle adjacent I ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable : ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- DComplies [FI311 insulation R-value of the ❑Does Not adjacent assembly. ❑Not Observable I ❑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 ❑Does Not 1<=3 ach in Climate Zones 3-8. DNot Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 DComplies [FI2711 :determine air leakage with ft2 ft2 DDoes Not ;either: Rough-in test:Total Not Observable ;leakage measured with a ❑ i 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 iw.g.across the entire system ;including the manufacturer's air :handler enclosure. I 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 DComplies (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 tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ' 1❑Complies [FI24]i by manufacturer at<=2%of ❑Does Not design air flow. , ❑Not Observable t ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary I ❑Does Not heating and cooling systems and c }initially set by manufacturer to ['Not Observable code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed 1 (DComplies [FI10]2 on heat pumps. I ODoes Not : I [Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water 1 DComplies [FI11]2 :systems have automatic or s ❑Does Not ;accessible manual controls. ii ❑Not Observable 1 ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3' Low Impact(Tier 3) Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies [F125]2 :fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 1 and airflow limits per Table DNot Observable R403.6.1, i 11:1Not Applicable 403.2 Hot water boilers supplying heat I{ ❑Complies [FI26]2 :through one-or two-pipe heating i IDDoes Not ;systems have outdoor setback ;control to lower boiler water ❑Not Observable :temperature based on outdoor 1 DNot Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The Does Not ;system return pipe is a dedicated ;return pipe or a cold water supply DNot Observable ;pipe. Gravity and thermos- DNot Applicable :syphon circulation systems are E not present.Controls for # circulating hot water system ;pumps start the pump with signal ;for hot water demand within the ;occupancy.Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and :no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ) ❑Complies [FI29]2 :comply with IEEE 515.1 or UL ' ❑Does Not 515.Controls automatically ;adjust the energy input to the DNot Observable ;heat tracing to maintain the ENot Applicable ;desired water temperature in the ;piping. • 403.5.2 ;Demand recirculation water si ❑Complies [FI30]2 :systems have controls that I ❑Does Not ;manage operation of the pump and limit the temperature of the i❑Not Observable :water entering the cold water } DNot Applicable ;piping to <= 104°F. } I 403.5.4 Drain water heat recovery units ; ❑Complies [FI31]2 ;tested in accordance with CSA S`S DDoes Not ;B55.1.Potable water-side i' ;pressure loss of drain water heat ❑Not Observable ;recovery units<3 psi for , DNot Applicable ;individual units connected to one f or two showers. Potable water- } :side pressure loss of drain water heat recovery units< 2 psi for ;individual units connected to :three or more showers. 404.1 90%or more of permanent ; ❑Complies [F16]1 :fixtures have high efficacy lamps. ❑Does Not : ; ❑Not Observable ❑Not Applicable 4041 1 'Fuel gas lighting systems have 1 (❑Complies [FI23]3'"" 'jno continuous pilot light. ;❑Does Not �i: ;❑Not Observable , ;DNot Applicable 401.3 ;Compliance certificate posted. i ❑Complies [FI7]2 i ❑Does Not I [Not Observable l • ,DNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 9 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 1Manufacturer manuals for `❑Complies [FI18]3 mechanical and water heating ODoes Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Frazier Residence Report date: 07/07/20 Data filename: Page 10 of10 aci/e 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 30.60 Below-Grade Wall 32.00 Floor 10.00 Ceiling / Roof 59.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door 0.30 Skylight 0.40 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments . .. . FINISHED GRADE POLYETHYLENE EXTENSION � INSTALL POLYLOCK PL-625 POLYETHYLENE EXTENSION . TO GRADE WITH TAMPER 1/32" FILTRATION EFFLUENT TO GRADE WtE TAMPER RESISTANT ACCESS COVER FILTER SUCH THAT IT fS READILY RE�STANT ACCESS COVER EXTERIOR LNEA7HERPRDOF JUNCTION BOX 1-1/4" HOPE GRINDER REMOVABLE THROUGH TANK IF NECESSARY. SEAL CONDUIT G S TIGHT. PUMP.FORCE MAIN' ACCESS COVER NSTALL CON OL PANEL 1N HOUSE REDUCER TO CONNECT MIN SLOPE HOPE GRINDER PUMP 12" MIN COVER 12" MIN. t 2 t COVER FORCE MAIN 1/4".PER FOOT COVER INSTALL FLOAT SWITCHES TO 4" PVC SDR-35 - _ a .<. 4" PVC. SDR-35 2" a . . :.. .°.•. a... ; , . . . ': MAiNTA N�LEVELSUAS INDICATED . INLET INLET . < .•' - . _. :`� ,. ; 4 PVC SDR-35 ` ' .4 . , ,. .. GRINDER PUMP LIQUID LEVEL INLET _ 2 �-- 4" PVC SDR-35 t-, ' 4 CONNEC.l14N IN 6" M!N' LIQ ID LEVEL OUTLET EFFLUENT BALL VALVE CONNECT TO 2" PVC SiDE OF LEAD TANK MIN. SLOPE a SEWER PRESSURE D1S7RIBU770N t/8" PER FOOT ' MANIFOLD AT PURAFLO 16" MIN., SLOPE INSTALL VALVES AND UNIONS CHAMBERS a .1 16 4"H x18"W SLOT, E 7H 1/8" PER FOOT SUCH THAT EITHER PUMP CAN BE " ISOLATED AND REMOVED Wi THOUT (2) 4" EELBOW OF OUTLET 18"MIN PUMP STATION NOTES Z x WA AND SEAL(TiP r OR 6" ELBOW INVERT REQUIRING PIT ENTRY SEAL ALL TANK OPENINGS WATERTIGHT. a ) -� `' ALARM 3" BALL CHECK VALVE . 1 . PROVIDE POS/TINE PROVIDE. AND INSTALL UL LISTED PACKAGED PUMP r�a a PROPOSED f250 GAL � 2 Q � ABOVE 'PUMP ON' ' •! to DUAL COMPARTMENT Q Z_ ORAINBACK TD WATERT7GFfT SLEEVE & LAG PUMP ON PUMP STATION CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. PRECAST CONCRETE ° AND SEAL (1YP) 4 �' o 0 60-759 OF 25-40% OF FLOAT SWITCHES - INSTALL INSIDE " INSTALL DUPLEX, ALTERNATING, 77ME DOSE CONTROL SEPTIC TANK AS c 'fl PUMP ON PUMP PtT IN LOCATION ACCESSIBLE (2) 2 SDR-26 PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. MIN/MUM 2X W1D7H 2ND TANK IN SERIES TANK VOLUME TANK VOLUME PVC FORCEMAlNS SJE RHOMBUS IFS SINGLE PHASE DUPLEX LIME DEMAND MAXIMUM 4X W1D7N WITHOUT PtT ENTRY 2" SCH-40 PVC INSIDE MODEL MINIMUM 2X WIDTH PUMP OFF WET WILL THROUGH WALL IFS31W114H4D6A8AC10E17D18A 20Q0 GALLQN PRECAST CONCRETE PRIMARY SEPTIC TANK A MUM 4X D a a - ._ 4 • . . .,'° - a 4.r VOLUME OF DOSE TO 16 MIN, UNION - LOCATE SUCH THAT UNION INSTALL POWER & CONTROL WIRING TO CONTROLLER WiTH p - - 8 ° ° w - " , a CAN BE DISCONNECTED AND PUMP '' • ' a ' � ' ' BE 50f GALLONS : ALARM IN HOUSE IN ACCORDANCE K17H MANUFACTURER'S REMOVED WITHOUT TANK ENTRY INSTRUCTIONS AND NA77ONAL ELECTRIC CODE (N.E.C.) " • REDUCING TEE POINTED DOWNWARD M7H REQUIREMENTS " 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TD 12" 3/4-1-1/2" SEPTIC TANK NOTE$ ALTERNATE PUMP DOSlN DUPLEX EFFLUENT PUMPS G AND TO PROVIDE A �� CRUSHED STONE ALL UNITS. SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW PORK STATE Q (80 GAL FORCE MAIN VOLUME, 50 GAL DOSE FOR 4 . DEPARTMENT OF HEAL7H AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED 12" SHED S ONE CHAMBERS, W17H 2 HOUR TIME DELAY BETWEEN D CRUSHED STONE OSE PER BY UTOPIA EN7FRPR/SES OR EQUIVALENT. 12- 3/4-t-1/2" i250 GAL PRECAST PUMP. ALL STRUCTURES SHALL BE PLACED ON FARM, COMPACT SAND OR GRAVEL BASE. SEPTIC TANKS IN SERIES & PUMP STATION DETAIL CRUSHED STONE CONCRETE PUMP TANK PUMP TD BE MYERS MESP0100 MODEL 38s5, WE07H WHERE EXIS71NG SOIL COND17IONS ARE UNSUITABLE, CRUSHED STONE SHALL BE NTS 230Y, SINGLE PHASE, 50 GPM PUMP AT 445 88 , PLACED AS NECESSARY TO ACHIEVE A STABLE BASE• SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. CONSTRUC770N DESIGNED FOR H-20 i+WIEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. 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' 1 . ..........,__.___._..__.........-.._._.........._....._..._. - ,7 Y__1 , .....__. !.__..._._ - - ! 1.... i _�5..-_I - - ?.. _ PURAFLOOPEAT FIBRE BIOFIL _____.. ._._...____-____._...__...._____-____.__._.._-_-___.__.._.__ ..-____. . _. _.-_- __.-.__. ..,._- _.__.__............... _.-.-._____..___..__ __.._-___._._,_.._ __ ._ .. . .._. _ _ _ _:. .! _ .'-3- TER & ABSORPTION BED SECTION _-___ .._.,_._._._ 343 .................._........_....__ _..___- r _______.....__ _. .._..... ...__.._-...__._. __.._.._._._,...___..._._._..._._._____......................................_.._ _ __...__.._......_-__--.. __.._.__..__ __._ ....._.___........._._.......----_-___-__..-.___... _...._.__--.-......._SCALE: .1_'.'_=2_`...._. i _.........................._........___.___..._.-.........--..._.........__..___..._..__....--..._..._..__-�_..........__`___-__ _._ ___..__._....__.-_.._.__..___-......_...._.._.....__._.__-_.____.,.__..-. 1 .._......____ ..._---_.__ . .......... WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL SPEC1'FICATIONS WASTEWATER SYSTEM PILL MATE . RIAL NOTES WASTEWATER SYSTEM SETBACK SCHEDULE 7-BEDROOM RESIDENCE + 2-BEDROOM BUNKHOUSE EFFLUENT, FI TPl2 AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE EN71RE AREA OF WATER SAVING FIXTURES EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON OUTLET PIPE PROPOSED ABSORP71ON BED AND TAPER AREA. PROPERTY LINE WELL HOUSE LAKE GEORGE FROM SEPTIC TANK TO PUMP STA77ON .TO BE A COMMERCIAL DES GPF MAX. FLUSH, 3 0 GPM MAX. FAUCETS) EFFLUENT FILTER WITH i/32-INCH FILTRA710N POLYLOK PL-625. "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND OR SANDY SEPTICT DESIGN FLOW - i f 0 GPD/BEDROOM ANK 10, 50, 10, ,gD� LOAM WlTl4 /N PLACE PERCOLAnav RATE OF 3-fi MlN/tNCH AND NO ORGANICS OR OBJECTS HOPE GASKE7FD UD STRAIN RELIEF CORD GRINDER PUMP NO ABSORPTION GELD SYSTEM DESIGN FLOW - 990 GPD HOUSE SEWER PIPE OVER 3" IN SIZE. LESS THAN IOX BY WEIGHT SHALL BE FINER 7HAN 0.05mm. AT LEAST 25% GRADE TO DRAIN AWAY CONNECTOR TES 10' IOD, 20' 20Q1 PIPING TO BE 4" SDR-35 OR SCH-4Q PVC. INSTALL WITH 1/4" PER OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15X FROM PUMP STA77ON SEAL ALL TANK OPENINGS WATER77GHT• 3000 GAL CAPACITY REQUIRED FOR SEPTIC TANK FOOT MINIMUM SLOPE• OF THE MFTER►AL BY WEIGHT SHALL BE LARGER THAN A t/2" S/EV,E INSTALL 2D00 GAL & 1250 GAL TANKS /N SERIES ;; =. - ° !, ,:! }_._-; a> >-= i , !___ - -=_ -- !; i:- . ; _--: ; , _ PROVIDE AND INSTALL UL - ! _.-.I '--- I I !, i-_- 1 =.•.! ' c:_ t 1€ LISTED PACKAGED PUMP CONTROL PANEL IMTH ABSORPTION AREA SYSTEM FiLL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF i -"!' !' -` ` '-'-' '' I I---i �-- -=: -- -_== ;!_:: w-- VISUAL AND AUDIBLE ALAR w ! _ - ' '---! I •---__ I ! M. INSTALL CONTROL PANEL fNSIDE MOUSE 1N PUMP STATION - f250 GAL PRECAST CONCRETE EFFLUENT SE R PIPE 3-FEET BETWEEN 5EASONAi HIGH GROUNDWATER (28") AND BOTTOM OF ABSORI�1TON BED. ',! (f=i ELECTRICAL QUICK.' !_- �.PROT EC77VE CABLE 1 ACCESSIBLE LOCATION. W/DUPLEX, ALTERNATING PUMPS & TiME DOSING PIPING TO BE 4" SDR-35 OR SCH-40 PVC INSTALL W77N 1 8" PER __ 1 / ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA DISCONNECT--, ' -SHROUD (HOPE) , l'' . FOOT MiNiMUM SLOPE. AND TAPER AREAS OWER & CONTROL Wt i I ! -. ! - ;!-=i !; I I_- !-- f! 1 ! --ii=i-_, INSTALL P RING TO CONTROLLER WITH ALARM IN HOUSE IN -- =i -€ i !--^I ! 1.,_.__.t i !..-.-_- t 1 i!_-i t e - i I...1 t --; QUICK DISCONNECT ASSY.:s! ' " -- ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS .: : ;I 1; . i POWER/ALARM CABLE PRIMARY TREATMENT - FORCEMAIN ABSORPTION AREA SYSTEM FiLL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12".UFTS WITH - ` 1 i -`'�i�� I 1!i'_ ' " ' �i • ' :--:)i`" SET ALARM LEVEL AS INDICATED. 2000 GAL & 1250 GAL SEP71C TANKS W/EFFLUENT FILTER PIPING TO BE 2" SDR-26 PVC OR SDR-9 HDPE• MAINTAIN 3' MIN/MUM TRACKED EQUIPMENT PRIOR TO iNSTALLA7701V OF ABSORP7101V TRENCHES €! ';I ' ==j I i i .._-'1 E/ONE EQUALIZER SECONDARY TREATMENT - COVER AND pOS/TINE DRAiNBACK TO PUMP STATION. SS CAST BALL VALVE !' ! i - PUMP TO BE E�ONE DH071 GRINDER PUMP. INSTALLER TO NOTIFY ENGYNEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO __= I ! ` 2"0 INTERNAL WELL VENT 1 PURAFLO�PEAT FIBRE BtOF1LTER CHAMBERS TRANSPORTING TO SIT£ - I i _j ' VERIFY EXISTING ELECTRICAL SERVICE PRI ABSORPTION RFn AGGR£GA , i ,• INLET GROMMET TO ACCEPT 4.5" 91.8" OR TO PURCHASING PUMP. DESIGN FLOW PET? CHAMBER: 150 GPD/CHAMBER STONE IS TO BE.3/4" TO 1-i/2" WASHED CRUSHED STONE. � O.D. PVC HO . SYSTEM INSTALLATION NOTES 1.25 DISCHARGE -' _L! y i USE SEWER AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL INSPECTION AGENCY SP 1 !_ ►s 812019, AV 60 2019 8 CHAMBERS TO BE INSTALLED " ?- REQUIRED PRIOR TO START-UP OF PUMP STATION. ELEC7RtCAl 1NSPEC770N LEACH FlELE? - 12" CRUSHED STONE ABSORPTION BED FI R FABRIC CONSTRUCT7DN SHALL BE AS SHOWN ON THIS DRAIMNG AND IN ACCORDANCE WITH SEAL IS TO BE AFFIXED TT PUMP STATION CONTROL PAN EL. TAX MAP#227.17-1-11 BELOW PURFALO CHAMBERS FILTER FABF?IG TO BE' 4.$ OZ/SY NON-WOVEN SEPARATION FABRIC, THE N.Y.S DEPARTMENT OF HEALTH iNDIV1DUAL HOUSEHOLD SYSTEMS AND 7NE � ABM �T MANUFACTURER ANUA'S INSTRUCTIONS ERATION OF THIS DOCUMENT EXCEPT BY A LICENSED DESIGN PERCOLATION RATE' = 21-30 M1N/!N 1FNCA7E MIRAFI 140N OR EQUIVALENT PRQFESSIONAL ENGINEER IS A VICILATIC)N OF NYS EDU CHECK VALVE a INLET CATION LAW. ASSORP77ON APPLICA71ON RATE = 0.6 GPD/SF 41'6" 4 APPROVAi. D FILL MATFRIA� AFTER EXCAVATION OF. ABSORPTION BED Tb THE DEPTHS REQUIRED, THE WALLS AND DISCHARGE c ON RAWINGS 3/6/2020 STANDARD ABSORPTION BED AREA REQUIRED = 1650 SF FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN 26" FILL MATERIAL TQ 8E GRANULAR SANDY LOAM BACKFJLL MATERIAL . 25% REDUC77ON FOR PEAT FIBRE BIOFJLTERS SMEARED SEC77ONS OF TRENCH. ALRM 3 ENGINEERING COMMENTS 2/26/2020 Wt1H NO PARTICLES GREATER THAN 3" AS DESCRIBED IN "FILL 2 ENGINEERING COMM REDUCED ABSORPTION BED AREA REQUIRED = 1238 SF ANTI-SIPHON OFF 18" ENTS 2/10/202CP MATERIAL NOTES" PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS VALVE " PUMP ON 1 ENGIN INSTALL 16O80' ABSORPTION BED BELOW CHAMBERS 14 EERING COMMENTS & RESUBMISSION TO PLANNING BOARD 1/15/2020 SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS PUMP OFF O ISSUED FOR SITE PLAN REVIEW & AREA VAR (1280 SF TQ BE PROVIDED) TQP OIL AND WASTE' MATERIAL IN THE STONE ABSORPTION BED. LANCE � • SEASONAL HIGH GROUNDWATER ® 28" PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. 11/15/201.3 SEED AN0 ESTABLISH TURF. DISPOSAL FtF1D SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL No. Revisions Date • PROVIDE 3-FT Of SEPARATION l0 SHGW FIELD• DUAL WALL CORRUGATED . HDPE TANK 1�� 29.5" SEMI-POSITIVE G� ��E • REMOVE TOPSOIL & ORGANICS AND INSTALL BED DISPLACEMENT TYPE PUMP ��ti WASTEWATER DETAIL SHEET • POTABLE WATER SUPPLY TO BE LAKE WATER WITH FILTRATION DO NOT USE HEAVY EQUIPMENT WITHIN 7NE ABSORPTION AREA AFTER ABSORPTION ,�'` & UV DiSINFEC77ON SYSTEM HAS BEEN INSTALLED. E/ONE DHO71 GRINDER PUMP ASSEMBLY DETAIL prepared fo NIS Meghan & Daniel Frazier J 7N/S SYS1E'M IS DESIGNED FOR- WA7FR CONSERVING FIXTURES AND IS NOT DESIGNED � � ` °� IZ Shore Acres Road TO ACCOMODA7E EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH 2d, Town of Queenstwry, Warren County, NY AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS p O96 i2� <a''�' 0 E ��• Drawn: LWO Checked: GTH Scale: NOTED Date: 9/4/19 ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED 1 9 Hovrl . FROM 7NE WASTEWATER SYSTEM. ALTERATION F UMENT IXCEPT 6 and Rood . BY A LICENSED PROFES5i0NAL ENGINEER Queensbury, NY 12804 �� S�OI_�� . ' IS A VIOLATION OF NYS EDUCATION LAW. Hutchins En ineerin PLLC (518) 745-0307 Phone 9 g 518 745-0308 Fox t 'NOR-r�► cA��tt 'Fta sisos>� sl:orE INSTALLATION 1W-04 36 FENCE POST STANDARD SPECIFICATIONS FOR SILT FENCE DETAIL .. O.C: MAX DRIVEN MINIMUM t6" DEFIN/ ON :::,r�:, :: ;: iz" INTO GROUND _ A TEMPORARY BARRIER DF GEOTEX77LE FABRIC INSTALLED ON THE CONTOUR STABILIZED CONSTRUCTION ACCESS '''�/" ' 11 2"''$" _ _ . '"r.- �.' (5.12.Scm -`-=` --<_ SILT STOP EMBED IN ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL ---, �~' � CONSTRUCTION SPEQFICA77ONS 1.Prepare aoA before katagi rolled ��,`- - _ - ._._; ,,, " products � �=- -w= Z:- w_ GROUND 8 MIN. DRAINAGE ARE OF DISTURBED SOILS I audtns any neoe eiy application of •�= '•--. =- PURPOSE AS Z • STONE SIZE - "USE 2-4 STONE. 50' MIN OR AS NEEDED • LENGTH - NOT LESS THAN 50-FEET tieg,� and �_ - ~ - ti - "I FOR /ND1VIDtlAL SITLr CONDITIONS • THICKNESS - NOT LESS THAN 6-INCHES -�-_=,Z o 2.Begin at the tap of in slope by _ _ .,`;�_. 11 TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSi77ON OF TRANSPORTED b . THICKNESS CN - 12-FOOT MINIMUM, ® anchorlrig the RECPs in a t3'(15an) ;1 __ ` ® deep x 6"(t5an} wide trendi witii _.,_ -- �.- SEDIMENT LOAD. • GE07EX71LE - WILL BE PLACED OVER THE ENTIRE ® �y tr'(socm)of REII �'~- = APPLICATION 6r� �� AREA PRIOR TO PLACING OF STONE. extended the up pope " �.' ��= - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE • SURFACE WATER - ALL SURFACE WATER FLOWING OR fl5cin) of the trends. slatil the REC m with FENCE PLACED ON A SLOPE: a row - DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL 12"(3ocrr)apart in the bottom the iii ►. r =-- -v trench. � '1 1:2 SLOPE �•-. ... ._.,_,_. , a'to b (50%) 25-FT BENEATH THE ENTRANCE. :•,'.•:• •"o•;.`,`• ,•'.• .• m soil ��td 8 MIN. 1:3 SLOPE (33%) 50-FT IMPRACTICAL. A MOUNTABLE BERM /F PIPING IS Yf9TH tF 5H y.� - " . ,• 2 __,,._..'_._„ ., remaining tr(9oan) portion of 1:4 SLOPE (25%J 75-FT SLOPES WILL BE PERMITTED. ` '- '•- RECPs book over the seed and - • MAINTENANCE THE ENTRANCE SHALL BE .-,• •^^ r-,• '�"" compacted earl. seams REM over 1:5 SLOPE OR LESS 100-FT - SAMPIOSM"spawd apWWmatsi / MAINTAINED !N A CONDITION WHICH WILL PREVENT • •` compacted sad .wgh a rely of - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC deft n)arart of F�O� PERSP ACRE PER 100-FEET OF FENCE WITH MAXIMUM PONDING D P RIGHT'S-OF-WAY E TH OF 1.5 ALL SEDIMENT SPILLED, DROPPED, ��''• ECTTVE Solt BACKFiLL FEET WASHED OR iRACTED ONTO PUBLIC RIGHTS-OF-WAY 3.hoi the RECPa (n) dawn or (B} MUST D REMOVED iMMEDIA1EtY. holz unri across p fie• REM - EROSION TILL OCCUR AS SHEET EROSION. EXISTING GROUND 6" MIN COURSE OF • WHEN WASHING IS R �" urucg with face. ate aide 36" FENCE POST EQUiRED, IT SHALL BE DONE ON mustagainst the sod surface. ed to 1 - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE 2-4" STONE AN AREA STABILIZED IITN STONE AND WHICH DRAINS must be severely fastened to say DESIGN CRITERIA r-, ( awoplUft-te l INTO AN APPROVED SEDIMENT"TRAPPING DEVICE. appropriate tocatbris shown In the ' - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS STABI • PERIODIC INSPECTION AND NEEDED MAINTENANCE - amafa "'g" g SILT STOP EMBED !N AS POSSIBLE, LIZED CONSTRUCTION ACCESS SHALL 8E PROVIDED _ 4.The edges of parallei RECPs must be a " NTH A- MIN/MUM OF 10-FEET FROM THE TOE OF A SLOPE. DED AFTER EACH RAIN EVENT. .4--' stapled wgh epproimatey 2• - s• o GROUND 8 MIN. - (s•t2.5cm)overlap depending on ft N THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABIUZED. NT S _� s REM ve RECPa spkea down the FLOW UNDISTURBED GROUND - SENSITIVE AREAS. TO BE PROTECTED BY SILT FENCE MAYBE NEED TO 8E . ape must be end over end(shingle �1-"'- REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT:style)vAth an apprordmats S'V-Scm) .k . `�\ s"(� �i - WHERE. THE ENDS OF THE SiLT FENCE COME TOGETHER, THE TWO ENDS ovedep• Staple through ova fail a z �� area, entire E !width, )apart SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT sans entire RECPawktg► N SEDIMENT BYPASS AT THESE CONNECTIONS ' _ FABRIC MATERIAL CRiTI �Ig . . ' '1. ` :.. GRAB TENSILE STRENGIN 90 LBS `. '": Diming Not T�� SEDIMENT CONTRfJL FENCE DETAIL A57�r D1682 = .:.:.: ELONGA77ON AT `" 1`. • `•: �:,; *NOTE: FAILURE 50.'E; ASTM D1682 e-'• -� ::,••:• OUTLET FROM DIET. AREA " { hlt3laTlt Dbctai>rrei:_ in loose soil a>ndgiona the use of NTS ':•. • A 1 GARMERII The Infommtion presented herein is general design ird wmal only.For Opel apoicagons,consul an or stake le -'' t• - ,•%` 34018t Wesd�-Cynt6Lkna Rd. PH:�0 972 204g Wofessiaml for futtluer design gilk�nat, 6`1(San) rrmy necessary �: is` "`. , » Tar a IN 47633 props*severe the f�cP'8, SLOPE LENGTH/FENCE LENGTH )&T, ': '_4 :%- - ,' 8 MIN. 6-8" RIP RAP EXTEND , 1 . C ) CON.STRUCTIONSPECII:IGITIONS .,,�' •• = 'v LEVEL ,I' -' i U- ihawnonc3.16.* �- • WDt/ElV WIRE FENCE 'fD BE FASTENED SECURELY TO I -T 1 SLOPE STANDARD REINFORCED SUPER FENCE POSTS WITH o~ :'�:: >: ::' •:.• : , I 1 1 _ 1E, �; WIRE nEs :'3` r '�i' '' EROSION CONTROL BLANKET DETAIL sTAPt E5 POST SHALL BE STEEL EITHER "T" OR "U" Mont AT:: , 111' <2r% 300/15Q0 N/A NIA TYPE OR HARDWT30D. . ;..;_..: :.�„ I 1 !t I , �' 1 �:. ;PIR£'QU77`Aft,L E E I'I, r- GEOTL7CTILE FABRIC TENCATE {_ MIRAFI t40N 0R EQUIVALENT NTS • FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE NTN ""~ � r , �{ � 1. +,.�.'` �' {�' 2-1046 115/i000 250/Z000 30012500 : .`::' . _ TIES SPACED EVERY 24" AT TOP AND MlD SECTION. FEN •' : Z. 10-203'0 100/750 150/1000 200/1000 CE SHALL BE - •'..•^a°:":`. *. ^.. :_ W! 'r I L-irT--' 1 I - ' S_' ! " i "'---BURY END 4 INTO 501E . uWOOWN WIRE, 6" MAX. MESH OPENING. .; {( i i! ,I !L s �' r `; `�- '�.-, , 20-33R5 60/ 80 • IRRIEN '� >... ....{ :� J r 1 1 I,! 71 T i r t II r ! i- ! 4„ MI . ri i ''�'-- ,,___-__-- /750 100/1000 TWt? SECTIONS OF FILTER I `!k I !: -' N ,Z STONE TER C�O7H AD E JOIN EACH �1 r=! ! __•. ... OTHER r T L i 4 - - 33-50% 40/250 70/350 100/500 W i-i/2" TOP COURSE ASPHALT - - _ ,.._ .. _ . ... t_.. ..�.. 0 00.0 o SHALL BE. R 1F717t:R X,6 MIRAFIS 100X, F�BiUNKAlL 140N CLOTH MiRAF7 140N OR EQUIVALENT BE OVER :;.. : ,• , y,_... �'! GEDTEXIILE FABRIC ElTHE i / 5WM APPROVED EQUIVALENT. >5095 ZO/125 30175 12" MIN `'. o o:J:o.'o o `� ' o 0 2-1/2" BINDER COUI?SE ASPHALT O.o o o'•• • PREFABRICATED UNITS T S SHALL BE GEOFAB, ENViROFENCE OR APPROVED DETENTION B/'1J L N OUTLET D� o o . O U GRANULAR SUBBASE EQUIVALENT. AIL j , o O' . o o COURSE - --,! - NYSDOT SECTION 304 T E 2 • MAINTENANCE SHALL 8E PERFORMED AS NEEDED AND MATERIAL NTS _1 1:---i ,!! !! -�I,t_....._ i .. _ _.'--'-t_..-Eii-_ { i.........!, ...„i! If F'_._.E jj -r'!-=! . -,:1-,I...... '` -I ! _:1;_....__.,I{ ;__I} ::.::... ,! _rl OR 4 COMPACTED TO 95.E STD. !1- ! , _•;E -. ! F REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE -j; �- 1 . . 'II. ,I L__I I I--- _ :.,' I PROCTOR -...!I I-W._.'E .__..I 1` : ',...__.�!.'. i._ ! ' :'_"_,I I E_�:I - 18" SUBGRADE COMPACTED To GEOlEXTILE STABILIZATION TOP OF SWALE '� MlN. I . 90% STANDARD PROCTOR. FABRIC NYSDOT 207.14, 16' TOTAL SUBBASE WIDTH � - - -' - - - - TOP OF CREST ''-<:a TENCATE M/RAFl HP37O OR 14' TOTAL SURFACE WIDTH 11 r- 9" MIN. ;'`_,: `_ ',,., '' ASPHALT PAVING DETAIL EQUAL K:_.- _ -' :t. . A VIPER TO MEET 3% CROSS ? EYlSTING GRADE .. :,�' .;•. '.,r; - 2 NORTH SW SLOPE Pl:R GRADING AN t I Jy J ., tA_ter,t 6-8 RIP-RAP ;� ,j--,,.-:`' y� -;, �- t . NTS G PLAN .. :� , , r ,.fr �, t I - y� a - _ _ _ I .C7" ,�- ., ..�' ry >{ -'I ; `( `®C,`'GPE '`:? SEED AND MULCH I 2 ? rs.- rr..l, -- ! f 'lL t>` ..r Ste✓ " " 1 i"4 _+ c. - - t:"� :Cif"l 6 MIN. 2-4 cf-; 3 .- YARD AREAS OR !...-......_i 1 !---- 1 i..� „..,; .�I ' - I ! I { !--'_-_ !Y.-.I --!' .____! i i" I-I I 1-� ,r':�.` _ .f •_ ';:r .... ! f--- 1-- , LABIAL __ i L._ I ' ! --_ : ' __ ! - -- i €- ! ! --- 1 CRUSHED STONE a:,..,` t SOD _... SEED AND M I _ I , I- - ____-.:_.-_I I I - ! - - ,,,e" .�.:;_ --,, MULCH ;._. ._ I 1- - 1 , : -- - ---C - - , : -.� __ i - !__- _. _- `' FILT 4.5 WIDE TAPER TO .MEET I { 1 ! , : , I ' ! i_ .., !... -1 , -1 1 I I.... ; __ _..._ 1 .1 , . ER FABRIC ___ _. «_.._._ SIDE SLOPES 1 !-- ! !-._-' ' !_ 1 , - - ...... ! 18 _. _:-; - Y EXISTING GRADE ( t _ - t -- I .....-, ! I- _ ! i.i-' - -I f.' - '' ! FlLTER FABRIC ' ! I i DITCH SOTTO 140N I:........ _ . : . ' '- ._ j AL 6 ,. _._...; : ! 1 � RiP-RAP OR ! , j ! _ :_... it - 1 --i I CH _........ < : __.. DITCH BOTTOM �" ; R _ _ AFT ; .. _ E _.__ _ _ _. i f S !, E -a E , ----._: ROC _.__.1 .............-! ,_ _. ! I ! _ i - - ! _- i_�� ELEVATION ,� 7Y K LINED , : : I •_.._. } : !- _...._. _, _.... :; ;.:....;_ i : ,_.............. . . ._... ': ,_ _.._ _ _._ _ I _ ` 1- • -- ___ _ 1 I 1 D/TCHLlNE --- : . ! ! ! ---: __._._... ( ! i -- -;_ _! - - r ., _� t _-.._. _ ! 1'---'-.--1 1 ,--- i i i : , __ _ ._.-._. _ - ••-'•\ __ i ..)r:«. ,� i . i ! I -_ R PLAN 16' AC/N _ - -'. •- - .% ' -; _ ___._ !_ .._.._.i G _ ,. I _ -- %rI-.. -_.; 1 ;.__........-; ! �'" ROADWAY '- 12" TOTAL DEPTH OF �'� PE COMPACTED � WALL _._... r „ ' : ! __ SUBG E x'..OP j............. ,` I LAYS DOT ::_ FOUNDATION ,`.:• f HOUSE 1 ! I _ { -- ---'III ;--....._.1 ---- 3D4. OF S ;, l``_Y .Y, ,', SUBBASE. SECT. _-.__._i ;-- - f '�- _ ! ,.__�__!____ ...; ! :. GEOTEXTILE TYPE 2 OR 4 COMPACTED TO t _ _ DRIVE SE --� _1 --- STABILIZATION FABRIC SECTION . l _ _ r 1 f - - t ' '.,' EA 7R i 1 , , ! W/ASPHALT 11 -,.T!!:-I i' � -;' _.._.. ,.i ! : .,: i ...................I 1 _ , I i ? N PAVE ENT SO - 11} .-,,LL�. I I_z_.,; _ I i( ;`� ! E E FILLED WITHCH ! I I TS M URFACE ! --;=' SAME ELEVATION _ __, _ ! }- " __..__ _ �_. i _.--_. -_.__ - -I ! ' i i ; j ! _ I _._ ! ._. I - V1 -gfY^ ,- __ ! 1 _ -_- 1 -3" STONE 1 ' , I : 1 1 "; i . - -! €- �.,1, !; S ! ! 1. 3r �- ' .. N : , ii I I :�:��_ , : _� i = , > ,<:. ! ! MINIMUM 3-6 FILTER FABRIC TENCg1E .I: } r :L .. j '. i1 - . - !.. 1 ; RIP RAP OR COBBLE MIRAFl 140N OR EQUAL -_ i , 1 PROFILE .1 P RAP DITCHLINE DETAIL F1L7�R FABRIC M,RAFI TOP OF BERM t TO BE LEVEL1. NTS 14ON OR EQUAL - . ROCK OUTLET DENSE, GRASSED SURFACE CHECK DAM DETAIL =n WEIR PER PLAN BERM PER OR PLANTINGS P£R LANDSCAPING_PLAN L d V+� SPLASH TRENCH DETAIL SEED & INSTALL EROSION Pt_AN COLD WEATHER INFlLTRA71ON NTS NTS CONTROL BLANKETS TRENCH PER PLAN . TOPSOIL 2 -'."�_,-I .,, -1 t kw GRADING PF P A PLANT AND MULCH STANDARD AND SPECIFICATIONS FOR f!lgnf(- �/ SURROUNDING YARD AREAS WINTER STABILIZATION - - � l 1 �v ; �/ =1 I''�_; 1 I i I i 1� V/ INSTALL RIP RAP ON SIDES AND :_�e�-i: E.. .._...:1 { {..._.. I f-:'.'i f.m'-j-Li---'--- �,_ .;� . �� 10 TOP OF CULVERT END t { - _ '= -1. 1-.-r1 I (- -1 E ...--i!!--' _ Perimeter and sensitive,locations.Silt - - _ ._ i-_:' pe t cation foito !- 1, _._ 1 I i - i .I ! �! 1 k ! !-_ t s. - I e and other __; _ :.- :Iy !•• - _ -' _ "'. - -, _ -- '"YY i ! i I �.-.._ practices requiring earth disturbance taus ! 1 i _...__. ___, -. L..... .1 ,_.......1 I.-- 12 - .. tr. ,, ! - __ _ 1 i i---, . =fi r-.,<-, _.-•:, i I : I . t be installed __ , . ..._ .! { { I,___EE I :, 1 i _ ---. !, 1! „ "!=-- - :: a 1 E E. i b(;l 1 1-..._.: :._.,._._ ._..-.E .:....... ......._! ,-._...: : 1, 1 . !.I .- .F:..1 ....-_.E t! ` i ,--- ..:i'� 1` - - - . I Ore the round freezes. t I _._ _- S, ( __i's ............ 1! _ E 8 - I 1 -r 7 r-• _ g ---- ^: : ,_._! -_..... , E--- ,-: MtN.- -: ' _ _.. .: . ., MIN. TOPSOIL i- 1 ! ��._ -- - -- _^_ - __' f}_..-.. 'i - - i I _ s . -- ---:,! s: _ 1 1 f : 1 ' 1 - I. : i- I__, , I 1=- FLARED END SECTION Wi1H ...._7 ,_, r I L..._.:••1, ...1 1.__! !! -; F � � �. I _ - - - --- - --! 11_-_._1 :_.. -_. -._ .... : !. OVT:R 1 I! I : I (- , 1. . . _ _ 7. - 1 ! _....i 1 _ r�..�n ; .._ - 1. NFlLTRA7ION ; 1 1 1 ' !- !i'- ,Y"`.. .' - ! ; ` r /.. Soil stockpiles must be elected b thq ! 1_._.. 1 !.. BOUNDARY CONDITION ;!_. . ! :.. .... _ �.•k,._„? _..-; ____. ! .._..:1 I-.-, „- : I =I I � ; , ;_.__ I i___..._. , ; -_1 - _k .�. •�_ _ __- - BOLTED COUPLING BAND Y use Of , . ;!_,. BO 1--.�. -�I""'..",t""^T�� k^i' I";•i:-f t-..- ,, - !•-- BASiN - - !....._. .I ! }; , - :C S< { '1< !' t r....."'' _-,,.:•L: -'E - 1 -.._ ___- BANK RUN LOAMY SAND t ' ! ! _.__., +� estabhshed vegetation,anchored straw _-r- __ ! ! - - q '} , : ,- ,._ _. ` - �- r` i 1,- 1•:-- : s ; ' 1 mulch,rolled "T?,^_ __I - - __- --- 1 - - ._..... _.- established _ REA - stabilization matting,or other du FILL TO CREATE BE ---. I .., ! - . �-- -._-- ! i 1, : 1` - - _g durable BERM _.,, - 1 . ._, ; _ �-• �•• I .E,(..-- ,I_ i ,_. �.. -1 ;,�� i � i�-- � '` _: •. --1 =t - - g 11 I = _ :1 -_,1 ..-...I J E 1 -- ! - -- EXCgVATF NA 1 1 1 1 -I I , y -! , -: homer must be installed at Least 15 feet( -- I 1 :, s _.... ; _ I , - CLAY 1 - �I : t -., h_...r _, 4 �. ' from the toe of :,: �i-� ,-.1 1 t...._.:• ! : ,.-�, I !--;;!-_ , . . -1 1.�_ I ! _-! : .r-.l r ,a s ' 1' -- 4 �.. !1._..-.__!: 1_-� ;.-- TINE !- 1-_ ._ : I _ 1! i!, E............I.............! !......_,, __.Lc q -'." -._ "`- i ..-..-�,i'-. ! i'i ..., 1 I ., _,�.i..: }1 . I.-_ the stockpile to revert soil migration EXIS t _._-•. ! ;..........: I - i......._...: -1; - _. - p t3ra and to capture T. GRAD£ _-!!r_-:E -- _ I 1 I - 1 & I ALL 12 MIN. BANK I + ; I + -! 1 �..� �; '�J "' f , �1 ; 'I 12" MIN. p :, !I}--._I, , 1---1, 1_.-� !.__..._,.. .....MIN., _ ---], ___ ,;___--; , , 1 --[ {-:-w_ _ r _1_ :., . _ ! E DOT MEDIUM STONE FILL 8 loose sort. ,• ., _ !,_�_-;- _ ,1 :! I... `_� ! . ! ' J. 1 ___ -.. f I _. !^_ ,__._. .-_..... I I.•. I_.- !!-_ , ! RUN LOAMY SAND BE - _-- .1__ . _._ __.. ., I I__ I_-,!! i, E! ...i _ Low �, 1-}._ I i I =� r ., Y I E- _ L . 1!---( :,! ._ I_._;t t^I !j -1:!__ 1! a I =1 I i I. :'; '-- 1: ! . _ _ ,y-�' i : , _d - .! . � : f LONG BY 6 CULVERT PIPE __ (._(..:., - i,--� --. I =:_ ; . k I TOPS ! ! t, ~I 1 __, _ - _I 1 "'-!I -!!, _11 -_ t.�s. -- 1-.!, OIL COURSE - _�< `I , ; ! -1 NA7lVE SOILS !_-- --: _ - _ _........-- I i. .__....-. .. i';____t I --; 1- I f�. 8. In areas where soil disturbance activity 1=__._I! I f III t -•.1I- f 1<1r ;�` . �� d ! --.I _... ty has tam rani i _ ,k:_-......_(: , _( �_..___I :! _.. } . ram- -i- .: !4; , ; temporal �:.. �_..1 , !., (._......... ... .,..I f 1---.-, I I-._.._. I... �I I ��- ! I - -! }_.._; I:_._... or permanently ceased,the application of 1 _._._! -__.. { . ! E «.. __ PP soil _1 ! --1 r__.._ E 1....._ 9 1 ....._-.1 --- ' ' " ! ; ;' ±`l r stabilization measures be initiated ,,1_..a._. ! .!..._, , __._.i I ,-._.. i t . r r f.,�1 _i, - - b the end of ! ! -- � _._ ;,^I_.� 1.__ ! 1 i � _ i ` y'',., a. - : I._�: -i E i_ _. y _._._ I _ -i11=-1: !_.i ' . ... IE._.1E - - - ; I -- 1a - iii . I I- the next business day and completed !{.;- I t i__ __-., _ . ... I _ -- - - _ P witJtln three 3 - �-.. . ,.. - __ -... . -- .w , l da ... 7 j....._I i_.._! ,-- 1,., 1 1 i -1 1 ._..._-'-__ , _ __ --I r�� j 1 "i+,...: ,.! `._.i. !•- I� ° - ys. liolled erosion control blankets most I-_I I 1--1 :i--! ' -- I -._. i = ; :___,; __.. I ' _ t be used on i L._._i -.. - i �.. _ --- r . -- 11 __ 1!--1 : 1-_. I .__ i ,1...._I ! -- - -,1 11C:C "✓ U END ....._..._ L_, _...1 all sic _.._, l ; ,,. !, ( __ _ - SOIL !_..._;; pas 3 horizontal to 1 vertical or else - __ _ y per. � ......1 ._._...i I ..__' !." � 1 ! , I '.:.. ...._:"` iL 0. - __. 1 i _,:�r.-,i�' � ,�`�'F-,t_.x•�. 7�.".. I•i-�.1 _ �i•. I 1 !I 1 _ p Definlltion&Scow W 1 €-. =E i `.:--; ":,_` .., 4 -,-__,.... - -- 1 f i !( I! 1 1 -!, - rrR 9. If straw mulch alone is used for temporary 1 # : ' -; _ ' --' �%` `'` _;__.. -; _! ° _W!:+- 1 j--i 1, ; , i 4 MIN. ,42 STONE a 4. .G____.5...-_�:�"_. s,,..3 r'C" r�'1r y �' i_- f r -. !, i ; 4" P _ J _ stabilization,it shall be applied at double the standard . = 1 „ , ;: - :�, , - r VC SOR-35 STANL�IPE '€- BERME I --i <_.,,_.,� _ z:. -- ' 13 I D VEGETAT j' _ 1 I_ ,,- 1 A temporary site specific,enhanced erosion and sediment rate oft tons per acre,making the application rate 4 ED INFILT "" ' _ 1 RATION BASIN , I__.., I :: ,:�.:; .4.,, , _. , _-.�.._I::. -, ABOVE GRADE -- N DETAIL :.:-_-, : .� .._. I : : ! i control plan to manage runoff and sediment at the site during tons TO 6 1 I-_ -.. ,_. .....,_. w...., _ R ___•, I :-- i S.-...,,i-�_- .I 1- M/RAFI ONFAB g per act•°.Other manufacnired mulch°$should be TENCA ;___.. NTS L ,< T`, • .z' �� i_-�. construction activities in fire winter months to protect off-site applied at double the manufacturer's _ , ;.�i 1 ; . •_�, .,,, --I - ---- FlLTER FABRIC MIRAFi waterreso recommended _ -!1 i• -I.i_ , 1_.:.-_i 1 • IC• urces. rate. r s ,S . , 1 ";= -!11-i111 - ,I_ _- i '- ! E 140N OR EQUAL ! - ,� -_; i - =1 I 1; t - I ! _ i-f 1 _ - -. ! !! ! I i �_ I _.-.... 1- i 1 i. , !!i- . .I-- !!4...__. t0. To ensure 11 , -!. � .l j ; _ 1i �� INFIL7RA710N TRENCH FILLED Conditions Where Practice Aonlles adequate stabilization of disturbed soil in ! !-I , i - _ I - " " - advance of a melt event,areas of disturbed soil should - Thls standard applies to all construction activities involved be stabilized at the end of each work day unless: - _ WITH 2 -4 CRUSHED STONE . __.._. 1__ ! 1 with ongoing land disturbance and exposure between ,- __- i CULVERT END SECTION DETAIL - t TRENCH WIDTH NTS a a. work will resume within 24 hours in the same area PER PLAN November 15 to the following April 1 YARD DRAIN and no precipitation is forecast or, 11 NOTE: SEE Si7E PLAN EL PER PLAN Design Criteria b, the work is in disturbed areas that�,Ifect and FOR AREA AND GEOMETRY INFILTRATION TRENCH DETAIL retain runoff,such as open utility trenehes, 6" PVC OUTLET � 1 � l. Prepare a snow management plan with adequate storage foundation excavations,or water management WIDTH PER PLAN TO OUTFALLfil IV Is _ for snow and control of melt water,requiring cleared areas. 2-3" MULCH NATIVE PLANTINGS, PER PLAN a , r *o tsa wt�rI . , t _ ��re P 812019, AV 6a2019 snow to be stored in a manner not affecting ongoing SEE LANDSCAPING PLAN construction activities. 11. Use stone paths to stabilize access perimeters of i " tupitig; C, h' buildings under construction and areas whore tierf ( y _,. ... construction vehicle traffic is antics ated.Stone paths �� AP 2. Enlarge and stabilize access points to provide for snow P =+' ' f h=!'! ��_ 1!._. -: , r:.. .:: ALTERATION OF THIS DOCUMENT EXCEPT^8Y1A mane should be a minimum 10 feet in width but wider as - - gementand stockpiling.Snow management '.;;:�i � - LICENSED !:__DEPTH PER PLAN' ;::;a:: ::...:, :. .... . . PROFESSIONAL E activities must not destroy or degrade installed erosion necessary to accommodate equipment, I,,.__d1!1.: !i i.-.-i s! -!!!. }! TT :.:;i:,>;:;::::;:;..:�-*;--_ -,._.._; �+ott , ,t ilk: ENGINEER IS A VIOLATION OF LAYS EDUCATION _ ; r-_ and sediment control practices. -- - _-_ - . 14111* TiON LAW Maintenance ;.w_,}i, (tl!_ I i! :::;:::;.::::: i,. . :..:_ 'CoW ! -- Tfa 3. A minimum 2 tom;!, .... _ GINEERING COMMENTS ._ ... .. .... ..... .: :.:: .::<'_=.. ;;- um l Y Ii a 3/6�202 5 foot buffer shall be maintained from all ' eT~3hciyrtae EN Ili' I �I l ... .. = i__.: .__ Ap: perimeter controls such as silt fence. Mark slit fence The site shall be inspected fre uenti to ens !!- r E:--' }:. •..�- ,1.l.i 30' MiN. - - r _...1_... b..Wiij- " �( . ... .. _.. ._.....PLANTING SOIL; -i ,_......1 F n lhhe;S or 2 26 202 with 1 p 9 Y urn that the =_ -...:.• I . . - i '--..11 1... I SoR 0 E'!_ tall stakes that are visible above the snow k. erosion an !_.....,,!�; ,! ! :•::,"..,>: :__, _ pac d sediment control plan is I i.!_ ,.... ` P performing Q Its winter I i -A, .. :+ ... 9 2 •+• _III-.1 1--+ _.i ! .. .. _..-.. .. ..:a it.! ..•I f;.:..{I I..__i+l-..._1 ...... ...: .:::_: ..y: R'�'.: r, .. E stabilization function. , .:! !I-''i ! .:::•.. ::.. . : :.: : ::- .,:: ._. --:; -.., -+1 . .. .;•. ' ENGINEERING COMMENTS t on.7f the site will not have e urth -1: 11 ;:_...: i :.:: I a�stc: 2 1 .....:.:...:. :....... . :•:::::::.::....::: -- . . 0 2020 _-�1• I.-1 off •:' p p 4. 1 ,_...,;._.;11, _i,i- ............. .•.r...._.. ..-.,"..:.. .... it :.. _.. I j_. _ .._ i{Q BI / / Edges of areas that dram to a w disturber a .> :,........: :....-.,::._ '. .. •::..,:..-- :.::-:..:.: 1, ._.... - :.... aterbod within g activities ongoing during the"winter --;11_!-I;r..>.;I E___;, __ .......... ..:.. .. . ..... ::1••-__a -E .<sr. , r:: : .. Y g g ng ntt r season Mt v..., . - -i 1 .::....... . ...... ...,.: •.::.:...,.-.. :::.::,-, i,i _. ,._. tgrE ik,ut dim: > ! t :..:...:.....:;....::.:.:: .... ., _ ti- :. - 1 ENGINE:.:. :.............. .�_ L: . ..._...II,r , ENGINEERING COMMENTS & R 100 feet will have 2 rows of silt fence,5 feet apart, bare exposed soil must be stabilized by established __ t 1..__;!__ fi__E ..... 8 (i:-::1,,-_- ( _.._ ,! _ .,. .v- . ,_ - ;_ RESUBMISSION TO PLANNING BOARD 1 15 2020 :iI! I__ I: I'! _ ,,. ....�. •x t _) t. .1-_I ,_ L(_-I roe:. :.: -: * .st'::. itistatled on the contour. vegetation,straw or other acceptable mulch,matting,rock, . _ i I .. •: . .:. .,......- :: r>trr a . !, ._ i .:.._...1 gr t ate. - tc ;t_ t,. t j{- - ( 0 or other approved material such as rolled erosion control !I i=-1�,�.-(I 1-_!(I:_ x'` ,!_! :':_ ::' I _i .-.{� ISSUED FOR SITE COdnC#S.Seeding .E!_:1 I. .__i(I_.:.:" I... !wl, -.__ .!__I I'i...-_;!,._ _. ..—....i;;.._ _., ' -!:,._ ':1, '_ 5. Lhainaga structures must be kept open and free of snow P g of areas with mulch cover is ;,!=;-_; ,._-.-•,_i-; I E....U. i I •..:.• E,!..- -; ,•- ,'---';!_•_. -,.,- preferred ! I 1 1 _ __. ..:...... :. . .. .c;-t... ;1 I! :: � !- ,I 1 E-:._.. {.^;. ! -- !!__I E:. - '_ i �,Z '.4,:. z�: N o. and ice dams. All debit but seeding alone is not cc __. ! 1 s,Ice dams or debits from g o acceptable for a -!:1--., I___; --- _..i:;. 1 . ._;1, _+ I 1!__.' (,_-- .'-!E . ;1._. :�._t.11 :-:_, .I 1 E...,11 I. ,,_. • proper stabilization. - !!.-- .. 11 __1 .ems 1.-._......., ..i 1:liflty y.._q::...1.._, ._._i-. 1,�..-•t,t:.Y_.._i!:-._.- I. �1',- �i uaJ' th'h'.ti:e$: ?:,11. J;H- .}E?xly'i ._,: .L�.{ �_ -!- ..:, •^} r-i -!1!=I --.. , _:.; Imo_ - h . i 13 .� D a t e0 PLAN REVIEW ,& AREA ZIANCE owin lions that r r_ _._,! c k Revisions 1 19 Plowing opera restrict the flow of runoff and _:..--._ .,__., !__.._.:,:__:..._, __ ; -._,.f :-, r-_ _..., I.l_.}:: �{�= �� a r ._.._, , _...., ,__I ,_-._. ;!_!:....... ....... ...�`1 .___ �$�, 4 r. �" 72�• -.. '7t x,v N•',eC� SurS '#. �' .C.k1S �rr,?S7:._-. EI .,,r ...»...r .?R_."+x.r .n,r-- ..'.v..,r •d Z,Ct {4 ": 11 ��ti o �� CONSTRUCTION DETAIL SHEET me twater,shalt be removed. Compliance inspections must be performed and reports 12" 2 CRUSHED STONE FILTER FABRIC 6" PVC UNDERDRAINIII111 S 2 ,r\ filed properly in accordance with the SWPPI'for all sites 6. Sediment barriers must be itucatled at a(i appropriate under a winter shutdown. IIzAPZ. PED /N FILTER FABRIC TO OU7FALL PER PLAN i .� ,a `t try.. p16� : Md November 2016 x k . ,. I - := 3 ` Ill Meg an & Daniel Frazier Page 2.38 New York state Standards and s BIORE'l"ELATION DETAIL w �� .; _ � ��1 Specifications c %; ..t A e fit Per Erosion and SedtrttG'iit Centro) �1 �t c't i 12 Shore ACreS Road Town of Queensbury, Warne» County, NY xrn� Ra a s�esa cs xr e �� . c sxa pnsr ens i )ins t�JVZp �� t �x x f P�r'xx k r14 .. �,.�'..� I Six <s�sxr 'oi90 Drawn: Lt1� Checked: G1H Scale: NOTED Date: 9/4/i9 u4 Ni ...,i�x 35 err s 1 -- 1.....---I-I . _.o...1. 11...1I1._1..m...l..I _.._.._ ALTERATION F iS CUMENT W7(CEPT 169 Hoviland Rood Queensbury, NY 12804 291438-�1$7 BY A LICENSED PROFESSIONAL ENGINF�R (5i8) 795-0307 Phone . . . IS A VIOLATION OF NYS EDUCATION LAW, Hutchins Engineering PLLC . g 518 745-0308 Fax dock gout- �\overed - Adjomer's Wood studioA 'ate MMF CIRF ------ - ------- E L s Frame house ' �-'' f RS �n 0.3'North / CI 0 Landscape Architecture, D.P.C. TG-I8 ne SN-26 TG-3 IPF S MD-12 - i �,a' i I i , _Y r TUDIO A SN-78 CA-55. <�U TURE CO-23 \ _ - - • AI-37 RF-27 AU-22 RF-10 34 - / LANDSCAPE ARCHITECTURE ! r i 1 ENGINEERING, C r MA LING _.... ... t. GT-6 r I CIRF ' w � 1 / , 1 d w w SARATOGA SPRINGS, NY 12866 /' I i �I • PO BOX 272 RF-61 � , KE Mean High �' w ✓ W iw w i. • ---- AR OFFICE LOCATION: ig Water. 320.20' ; w � � ''� �� r ,' 480 BROADWAY, SUITE 324 W w SARATOGA SPRINGS, NY 12866 G AR-3 (518) 832-4005 RG w w / / r , � t AI-21 .. . s y w � -� ,�` ' /�/ �'` � i/ / 1 ! 1 T IS A VIOLATION OF NEW YORK STAT w I w w w w �' I w /_> i ( I j ' , / //,fl///, i - / t EDUCATION LAW FOR ANY PERSON, UNLES W fr/ry /: ; i THEY ARE ACTING UNDER THE DIRECTION OF , w - --. - • i/'''� / LICENSED PROFESSIONAL ENGINEER ,.// C 0 ARCHITECT, LANDSCAPE ARCHITECT, OR LAN SS-17 SURVEYOR, TO ALTER ANY ITEM IN ANY WAY b wt y w w w w w ✓ / 'j j" ,✓ 1/ / f/X"y. 9,//,/i ' IF AN ITEM BEARING THE STAMP OF EF-8 C . . CA-33 LICENSED PROFESSIONAL IS ALTERED THE w w w w W f dock ALTERING LICENSED PROFESSIONAL SAL STAMP C a O - /./i'rf ', / ,' /, '1%7 % NOTATION "ALTERED ALTERED BY' FOLLOWED AND LBY THEUDE IR i ! / / / .- / _ - _ / //,!� , _ �/ I ,/ i w wAreaw w w ' w w w / O / / /'; �/ ''� SIGNATURE, THE DATE OF SUCH ALTERNATION w , G L it w ftd f 1 f/ t.f�/ .r _> 13 pT w W l w W w C/ _ % AND SPECIFIC DESCRIPTION OF THE h, / . f/ ' �%, �,/' % ' ALTERATION. , / w w - . ' . ., w <- r. . 'o. w w .. • CA 11 '%�, i r/, i 'V • /, , ', i '�/i % '/ aCre� / � MD-10rr, / CO-31 -% y w w w w;' w w /w w W CA-39 wGa�f rf, ;w r�'AI-31 /, /,'i, /r J • , / $t a i' w / •ry 02 OQ HA-9 ) LAWN w/ S.IT- Y�O f -. •- y w w 11w• _ TL-35 i ST-16 �` /w _/� w w w/ _ wi w �,� �w ✓ w� � AU 20 TL 3 =� — - W w � w w/ w W �✓�.� .� .. w�w _ � �' ."f l/ z�/ I' DRAWINGS e. 1 PV 0 SS 14 EX. TREE TO �{ w MS-21r, I `�� f , `REMAIN, TYP. .! w w � ./��<`� � .. W � w y w � � w w W � w w f / •/' , ` �. / , ,y/� I t j,, /�r , � wl �' f! / y FG-3 1 ® I w ,.. d0 _ �w /% r !� '✓ C NST U I O • %i IV-2, �' w SS-12 a'. / MS-23 �. ;- u /p, w ., a! y/ a w w , w li a w �- / w i'�E a t w`, __._ .J,1' /: ' '•'/r/ f, i. =/,'/ wr MS-22 MS-37, / ;. 1` I, IV-9 w CA-23 w d w W w w� w/' W ` w // ' '/ �! I // . • �1 /-14 SA CC-1 4, MD MS-18 w E ; CA-69 '/ i� PV-12 , / j'KL-6 a CA-21 1 / � • � + w a`� �t I 'l RF 6 PV-15 IV-9 J/ \p� Do� rr ,\ \ • 'J I �i i r�/ I i%✓ • Yid,�if/ 'r / SA-22 �� EF-23yEL Y/ 1 1� Z V TL-30 SS �� ''t� -- l 1�Y/ I . //v/////' ',;/f ;y /;; I !� C) (n ob �V TL-26 i/j//j / / ��/��//�i j /y��^�///�i i 1"�� CS-6 ob AR-2 CP I I e� HA-26 BA-3 O _ JH-6 BP-1 ; / - - n /r i/t j /j / y" / %� �, T / W � S A-7 _ w hl CL-15 yf / fi // Qw I lr� C'� 0 LS-101 tr MS-4- •1 �, / ✓///��y r / � IV-65 / /y �y PA-7 / �� •, CP-33 ''' � <C y' ' A , f i /,' / �/ ////r�! ,f// fir`!, j • i __ __ _ - -� -- - LL SS-52 i /OR-28 CA-27 W / - MS-13 - - ` t _ _ 7 !. F FG-3 CA 27 ' ., i 1 OR-19 Q MS-19 co EX. TREE t / r MCP-8 _" O N REMAIN, TYP. I I r"" / 4 IV-4 /CO-39 �,_ �.z .f _ BN-1 _ _ ---- —— CA-40 -�?'-,._M ny.--F . -L j I G I I I 2i' • _ _ /,7` T 7 7/"+ ' j PA-IS �. _AV � ,•_, --—-- '— — '�— �� , MS-41 ,j�/ �/� "1�'" ,r f/� /, "'�=�—%+ � �/, r j `, VDm51 t / f �v / HV-16 / /��/ �' / i� 5mfr r i BN I VD-7 , 12" I F , W U � 0 W i - AA-24 PS-3 ' rn LL MMF AA-3 - HV-3 I v IRF1, , i L.L. MMF HV 5 BP-2 C RF I`IPF I' P 7 ,.... i 1 ! , : PLANTING SCHEDULE w Q PLANTING NOTES Ix KEY JQTYJBUFFER SCIENTIFIC NAME COMMON NAME MIN. SIZE COMMENTS I N NOTES: NOTES: I. ALL PLANT BEDS TO BE MULCHED WITH 4" DEEP SHREDDED TREES I. TREES SHALL BEAR SAME RELATIONSHIP I. TREES SHALL BEAR SAME RELATIONSHIP To FINISH GRADE AS IN THE NURSERY. CEDAR-NATURAL COLOR, UNLESS OTHERWISE NOTED ON THE PLANS. TO FINISH GRADE AS IN THE NURSERY. 2. NEVER CUT A LEADER TG 27 3 THUJA OCCIDENTALIS ARBORVITAE 2" CAL. / 10'-12' B & B 2. THIN BRANCHES&FOLIAGE AS DIRECTED 3. TREES SHALL BE PLUMB&STRAIGHT. 2. PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND WHILE TREE.NEVER UT NORMAL LEADER"APE of REPORT ANY CONFLICTS OF EXISTING UTILITY LINES TO THE PS 3 0 PINUS STROBUS WHITE PINE 2" CAL. / 10'-12' B & B 3. TREES SHALL BE PLUMB&STRAIGHT.' e INSTALL 3 GUYS PER TREE EQUALLY LANDSCAPE ARCHITECT. BA 0 3 BETULA ALLEGHENIENSIS YELLOW BIRCH 3" CAL. / 14'-16' B & B ATTACH NOTCH STAKE LV.STEEL TO RECEIVEACAB E.LE STAKE. SPACED AROUND LEES @ LL.ATTACH�" 3. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL CC I 0 CARPINUS CAROLINIANA AMERICAN HORNBEAM 3" CAL. / 14'-16' B & B ENCASE WIRE AROUND TRUNK TO � � GALV. STEEL CABLES®�HEIGHT OF TREE. _ .__ -_ REINFORCE RUBBER HOSE ABOVE FIRST PROVIDE REINFORCED RUBBER HOSE TO GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR PR 1 2 PRUNUS SEROTINA BLACK CHERRY 3" CAL. / 14'-16' B & B BRANCH.SECURE ALL ENDS OF CABLE ENCASE CABLE AROUND TRUNK.SECURE % " NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF WITH GALV. CLAMPS. ALL ENDS OF CABLE W/GALV. CLAMPS. BN 3 0 BETULA NIGRA RIVER BIRCH 3" CAL. / 14'-16' B & B 4•GALV. TURNBUCKLE EA.CABLE NURSERYMEN, INC. AND SHALL BE OF SPECIMEN QUALITY UNLESS PT 3 0 POPULUS TREMULOIDES QUAKING ASPEN 3" CAL. / 14'-16' B & B _ APPROVED OTHERWISE BY DIRECTOR'S REPRESENTATIVE. 3"0 X 8'CEDAR STAKES,3 PER TREE. J 4"GALV. TRUNBUCKLE EA. CABLE 4. WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF GT 6 0 GLEDITSIA TRIACANTHOS 'INERMIS' HONEY LOCUST 3" CAL, / 14'-16' B & B 2'TYP. STAKES TO BE SAME HEIGHT,DRIVEN IN ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL. CHANGED AR 8 0 ACER RUBRUM RED MAPLE 3" CAL. / 14'-16' B & B ON A SLIGHT ANGLE. STAKES TO BE �� OUTSIDE OF ROOT BALL. ! 3"0 X 2'-0"CEDAR STAKES,3 PER TREE, - , WRAP ALL DECIDUOUS TRUNKS NEATLY F.G. TY DRIVEN IN AT A 25'ANBLE;STAKES TO PLANTS SHALL BE EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, BP 3 0 BETULA PAPYRIFERA PAPER BIRCH 3' CAL. / 14 16 B & BTO A LEGEND: F.G. BRANCH HEIGHT(FALL PLANTINGOND ONLYOWEST /. BE OUTSIDE OF TREE PIT. \ LEAF, SIZE, BRANCHING, CULTURE AND FRUIT. FG 6 0 FAGUS GRANDIFOLIA AMERICAN BEECH 3" CAL. / 14'-16' B & B 3'HT.PLANTING MIX SAUCER =� .•; -i':z`; 5. A MINIMUM OF 6" OF SUITABLE TOPSOIL IS REQUIRED IN AREAS WITH SHRUBS PROPERTY LINE =`'P' PROPOSED LAWN SEEDING PRIOR TO SEEDING. " 3"DEPTH BARK MULCH;PULL MULCH _ ^' " t`4` 3'DEPTH SHREDDED MULCH(NATURAL COLOR); AA 2] O ARONIA ARBUTIFOLIA RED CHOKEBERRY 24-30" HT. CONTAINER :- ___. 6. PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL AWAY FROM TREE TRUNK % PULL MULCH AWAY FROM TREE TRUNK AMENDED PLANTING MIX,COMPACTED j PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. IV 28 II ILEX VERTICILLATA WINTERBERRY 24-30" HT. B & B 35' SHORELINE PLANTING BUFFER \ / AMENDED PLANTING MIX,COMPCTED 7. SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO CS 0 18 CORNUS ALBA 'SIBIRICA' RED TWIG DOGWOOD 24-30" HT. CONTAINER CUT ROPE SURROUNDING BOTTOM OF TREE CUT ROPE SURROUNDING BOTTOM OF THE r" U E TRUNK AFTER BACKFILLING BUT BEFORE TRUNK AFTER BACKFILLING BUT BEFORE PROPOSED VEGETATIONWHEN HEY CAN BE INSTALLED. PLANT 0 BE INSPEC ED BY___. T S T T - MULCHING.DO NOT REMOVE BURLAP. - MULCHING. DO NOT REMOVE BURLAP. HA 35 0 HYDRANGEA ARBORESCENS WILD HYDRANGEA 24 30" HT. CONTAINER 060 W NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92% NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92% LANDSCAPE ARCHITECT AT DELIVERY. CL 36 O CLETHERA ALNIFOLIA SWEET PEPPERBUSH 24-30" HT. CONTAINER 0 UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE 8. MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF �OQ PROPOSED STEP STONE WALKWAY z PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE. VD 22 0 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 24-30' HT. CONTAINER DECIDUOUS TREE PLANTING DETAIL ^/ EVERGREEN TREE PLANTING DETAIL HV 24 0 HAMAMELIS VIRGINIANA WITCH HAZEL 24-30" HT. CONTAINER W SCALE:N.T.S. L SCALE:N.T.s. 9. TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH PROPOSED ORNAMENTAL BOULDERS 2 GRADING. TREES SHALL BE PLANTED 3" HIGHER THAN PREVIOUS CP 59 0 COMPTONIA PEREGRINA SWEET FERN 24-3O" HT. CONTAINER GRADE. SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE KL 16 0 KALMIA LATIFOLIA MOUNTAIN LAUREL 24-30" HT. CONTAINER PROPOSED FLAGSTONE PATIO Lu SAME RELATIONSHIP TO GRADE AS PREVIOUS GRADE. JH II O PARTHENOCISSUS QUINQUEFOLIA VIRGINIA CREEPER 6-12" HT. CONTAINER U r , 10, PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS SA 0 51 SPIRAEAALBA MEADOWSWEET 4' HT. CONTAINER 0 SHOWN ON DRAWINGS. PROPOSED GRASS / LAWN SURFACE z L1J 11. UNLESS NOTED ON PLANT LIST, PLANTS TO BE BALLED AND PERENNIALS GRASSES / FERNS / GROUNDCOVERS W BURLAPPED OR CONTAINER GROWN. SN 104 0 SYMPHYOTRICHUM NOVAE-ANGLIAE NEW ENGLAND ASTER #1 CONT. CONTAINER • p 12. FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR MD 33 0 MONARDA DIDYMA BEEBALM #1 CONT. CONTAINER PERIMETER FENCE & VEHICULAR GATE z PRUNE TO REDUCE FOLIAGE BY ONE THIRD. I ALWAYS PRUNE TO NODE OR CROTCH, DESIGNATED AREA OR APPROVED EQUAL APPROVED BY LANDSCAPE IR 0 34 IRIS VERSICOLOR BLUE FLAG IRIS #1 CONT. CONTAINER r+* NEVER CUT LEADER. RETAIN NATURAL • CHARACTER OF SHRUB. ARCHITECT. W MULCH BED-PLACE 3"SHREDDED BARK RF 115 0 RUDBECKIA FULGIDA BLACK EYED SUSAN #) CONT. CONTAINER ORNAMENTAL FENCE MULCH AROUND ALL SHRUBS EF 23 14 EUTROCHIUM FISTULOSUM JOE PYE WEED #1 CONT. CONTAINER J :o u 3"MULCH OVER 3'LIP OF TOPSOIL LS 40 52 LOBELIA SIPHILITICA GREAT BLUE LOBELIA #1 CONT. CONTAINER LL t Z ,r••.d TO FORM SAUCER 09 AI 89 0 ASCLEPIAS INCARNATA SWAMP MILKWEED #1 CONT. CONTAINER W ~ ' CUT AND REMOVE BURLAP PERENNIALS-SEE SHEET C-IOX FOR TYPE FROM TOP ONE THIRD A AND LOCATION OF PLANTING AU 122 0 ARCTOSTAPHYLOS UVA-URSI BEARBERRY #1 CONT. CONTAINER U N Z 6 SHRUB BALL SS 26 65 ANDROPOGON GERARDII BIG BLUESTEM. GRASS #1 CONT. CONTAINERWj o PREPARED TOPSOIL IN 6' LIFTS — ANICUM VIRGATUM SWITCH GRASS #1 CONT CONTAINER GRAPHIC SC o Q 2'SHREDDED HARDWOOD BARK MULCH 133 0 P J AROUND PERENNIALS AND GRASS SPRIGS RA C ALE � � ____________��— SCARIFY COMPACTED SUB-SOIL III—1 - Ms 239 0 MATTEUCCIA STRUTHIOPTERIS OSTRICH FERN #1 CONT. CONTAINER n- LL 6 �" TOADEPTHOF4' 1E—III III—III—III—III—I I- SUBSOIL 35' SHORELINE BUFFER RECOMMENDED 20 0 10 20 40 III—I I—�11—III=III—.III 11 OR 47 0 OSMUNDA REGALIS ROYAL FERN #I CONT. CONTAINER DATE: 01/15/2020 I I—Ii1 I i I—I i I III—I 1� I I 12"PLANTING SOIL MIX IN ALL PERENNIAL (NON-COMPLIANT) ) TL 128 0 TYPHA LATIFOLIA BROAD LEAF CATTAIL #I CONT. CONTAINER PROJECT N0, 1. SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO BEDS PLACED IN 6'LIFTS(TYP.) 7 SHRUBS PREVIOUSLY EXISTING GRAL'E• SHOVEL CUT AT EDGE SHORELINE SHORELINE BUFFER I TREE / 14 PERENNIALS CA 411 O CAREX SPP. NATIVE SEDGE #I CONT. CONTAINER 19009.11 OF PLANTING BED / 350 SQ. I INCH = 20 FEET LENGTH BUFFER AREA 700 SQ. FT. / / 350 SO. FT. PA 0 25 POLYSTICHUM ACROSTICHOIDES CHRISTMAS FERN #1 CONT. CONTAINER DRAWING NO. 7,980 SCI. 300 CO 0 93 CORNUS CANADENSIS CREEPING DOGWOOD #1 CONT. CONTAINER SHRUB PLANTING DETAIL 4 PERENIAL & GRASS PLANTING DETAIL 22s' 35' to TREES 80 SHRUBS DIG SAFE NOTE: 3 FT. PERENNIALS TE 0 49 TRILLIUM ERECTUM TRILLIUM #1 CONT. CONTAINER THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES �_� SCALE:N.r.s. SCALE:N.T.s. SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. DWG OF 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (518)745-0307 Fax: (518)745-0308 June 22, 2020 Town of Queensbury Building Department Mr. Mark Smith 742 Bay Road COPY Queensbury, NY 12804 FILE Re:, Meghan & Daniel Frazier— 12 Shore Acres Rd —Cleverdale— Lake George New Home Construction Tax Map ID: 227.17-1-11 Dear Mark, We are in receipt of your comments for the building permit review that you are conducting for the referenced project and we offer the following revisions and responses: 1. It is my understanding that the neighboring parcels have lake-water supplies. The as- built surveys in the town's property files records do not depict any wells on the northerly and southerly neighboring parcels. The locations of their lake-water lines are not shown on those surveys, therefore their locations cannot be depicted on our plans. 2. The proposed waterlines have been added to the plans and are well over 10-ft away from any of the wastewater system components. 3. The 10-ft property line setbacks for the wastewater components have been added to the plans. 4. Dimensions for the septic tank to the house and closest property line (bunkhouse) have been added to the plans. Also, a wastewater setback schedule has been added to Sheet S2. 5. Dimensions for the absorption bed to the property lines and the shoreline have been added to Sheet S2. 6. The grinder.pump station has been eliminated at the bunkhouse; it is proposed to install a 1000-gallon septic tank and a 500-gallon effluent pump station at the 2-bedroom bunkhouse. With this revision, we calculate the required septic tank volume for the 7- bedrooms in the house as 2000-gallons per NYSDOH Appendix 75-A. A 2000-gallon tank is proposed, along with a 1000-gallon tank in series, thus there is 1000-gallons of. capacity available for a sink-mounted garbage grinder and jacuzzi tubs. The applicants propose a spa/jacuzzi tub in the master bedroom and an' in-sink- garbage grinder in the kitchen. Enclosed please find four sets of updated site plans and detail sheet with these revisions incorporated into them. It is the applicants' goal to begin construction as soon as possible; please contact me if you have any questions or if you require additional information. Best Re s, Lucas W.Dobie, P.E. Enclosures Cc: Meghan & Daniel Frazier John Clark— Builder Chris Crandall — Crandall Excavating