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RC-0491-2023 L. Office Use Only PRINCIPLE STRUCTURE Y I Permit#: `2-C - 04 W 202� PERMIT APPLICATI ON --��' Permit Fee:$ lYNDlo — a� Town of CZuccnsbury Mob * ec Fee:$ t1-500 742 Bay Road, Queensbury, NY 12804 { 11:5 [- („ 4V, t �I P: 518-761-8256 www.queensbury.net oice#: (co AUG 9 2023 ! s B Flood Zone? Y N Reviewed I� I � y�' 1 TOWN OF OLIEENSBURIr BUILDIN' &CODES " Tuthill Road -- Project Locatiin: OA— Tax Map #:307.-1'-22.2 I Subdivision Name: IslA srlA izLW-N 1 mar *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units:single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manufactured &modular homes, but not mobile homes.This is in addition to the permit fee(s). / PROJECT INFORMATION: X Residential Commercial, Proposed Use: X Single-Family: Two-Family Multi-Family(#of units: ) — 1. Custom 2. X Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse X Garage (#of cars 2 ) Business Office Retail Hotel/Motel Industrial Heated Warehouse/Storage Building 'Unheated Warehouse/Storage Building A Bement Ride Other(describe: MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor 1,680 SF 1ST floor: 900.SF 2"d floor 900 SF 2' floor: • 3'd floor: Total square feet: 1,800 SF Basement(habitable space): 1,680 SF Total square feet: 3,360 SF Principle Structure Packet Revised March 2022 I ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 650,000 2. 'Proposed use of the building: Single family residence with detached 2 car carriage house 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat:X Gas Oil Propane ' Solar Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one perappliance) 5. Are there any structures not shown on the plot plan? YES X NO Explain, if yes: 6. Are there any easements on the property? YES X NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 37.44 acres b: Is this a corner lot?X YES NO • c. Will the grade be changed as a result of the construction?X YES NO d. What is the water source? PUBLIC X PRIVATE X WELL e. What type of wastewater system is on the parcel? SEWER X PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. 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 also understand that I/we are required to provide an as-built survey by a NYS licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy. I have read and agree to the above: PRINT NAME: Ethan P. Hall-ArchitectWgent for the Applicant SIGNATURE: (� yVale DATE: 5 Aug 2023 Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s):Steve& Denise Terrano Mailing Address, C/S/Z: 2 Tuthill Road, Queensbury NY 12804 Cell Phone: (516 )488-9840 Land Line: ( ) Email:tuthill@dsterrano.com • Primary Owner(s): Name(s):Steve & Denise Terrano Mailing Address, C/S/Z: 2 Tuthill Road, Queensbury NY 12804 Cell Phone: (516 )488-9840 Land Line: ( ) Email:tuthill@dsterrano.com ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): JP Gross Properties, LLC Contractor Trade: General Construction Mailing Address, C/S/Z: 27 Silver Circle, Queensbury NY 12804 Cell Phone: (518 )361-0607 Land Line: ( ) Email:jgross@grosselectricinc.com **Workers' Comp documentation must be submitted with this application** • • Architect(s)/Engineer(s): Business Name: Rucinski Hall Architecture Contact Name(s): Ethan Hall Mailing Address, C/S/Z: 134 Dix Ave, Glens Falls NY 12801 Cell Phone: (518 )260-2888 Land Line: (518 f 741-0268 Email: ephall@nycap.rr.com Contact Person for Compliance in regards to this project: Ethan P. Hall Cell Phone: (518 )260-2888 Land Line: (518 )741-0268 Email:ephall@nycap.rr.com Principle Structure Packet Revised March 2022 '-�,. SEPTIC DISPOSAL PERMIT Office Use Only .44 APPLICATION Permit#: G— �1 — 2-D2,5 Town ofQueens.ury Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Septic Variance? No Flood Zone? No Wetlands? No Reviewed By: _. k1.) Project Location: 4 Tuthil Road Tax Map #: 307-.1-22.2 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ Q 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 5 110 550 Installed? (choose one) ❑ 0 PARCEL INFORMATION: Topography ❑ Flat Rolling ❑ Steep Slope i5 % Slope Soil Nature * Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? >52" Bedrock/Impervious material At what depth? >52" • Domestic Water Supply n Municipal I Well ❑Lake (if well or lake, water supply.from any septic system absorption is . 105 ft.) Percolation Test Rate: 18 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1,500 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub • System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: X Alternative System Bed or other type: Eljen GSF Trenches Holding Tank System Total required capacity? ; tank size # of tanks Septic Application Revised July 2022 - CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Denise and Steve Terrano Mailing Address, C/S/Z: 84 Eagan Road Queenbusry NY Cell Phone: 518-450-9221 Land Line: Email: Tuthill@dsteranno.com • Primary Owner(s): Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): JP Gross Properties Contractor Trade: Mailing Address, C/S/Z: 27 Silver Circle Queensbury NY 12804 Cell Phone: Land Line: 518-792-0216 Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Environmental Design Partnership Mailing Address, C/S/Z: 900 Route 146 Clifton Park NY 12065 Cell Phone: Land Line: 518-371-7621 Email: nzeglen@edpllp.com Contact Person for Compliance in regards to this project: Nick Zeglen Cell Phone: Land Line: 518-371-7621 x 164 Email: nzeglen@edpllp.com 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: Stephen N Terrano SIGNATURE: (:hrsrhahfarm win eirs inrrxannnSiwlra2R DATE: 07/1 7/23 Septic Application Revised July 2022 Mlz, ,)--t,,A-S, 4QU—2P---z7 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) '1, Two (2)full sets of plans 1 r- Over 1,500 sq. ft. requires engineering stamp }r Design loa ds on plans: 115 Wind Floor Loads 40 psf f"(,/ (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf /L )� �g —_5 Calculations Decks 40 psf Wind design for lake front properties uir 6, Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for i"( windows/Tempered glass in bathrooms '1G• Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space t? Above-grade: 5.7 sq. ft. iLi Grade: 5.0 sq. ft. � � 24" (h)x 20" (w) minimum 44" maximum height above door Window controi'devices 24" or less 2nd story or 72" above grade Egress window from basement 5.0 sq. ft. 'if Floor system sizing per table 502.3.1 4�k Residential check ERI or Prescriptive method Driveway length: 300' or more-12' width required/500' or more, turnaround required '�r- Foundation drainage on plans, if required ?/l 6" drop in 10' exterior grade ‘I,/l Framing cross section for each roof line, vertical fire stopping every 10' where (��11 required/joist spans pg. 127 `-f g: Ice & snow shield -24" from exterior wall li'`f, Platforms at exterior doors i,r6 Stairway headroom 6'8"; all stairs 36" width r-' Stair run and rise • 1.46, Winder run and rise Alik Spiral stairs meet requirements '-f► i Smoke detectors—battery backup & proper location, interconnected ' Bathroom fixtures—proper clearance 1 Hall width-36" width `11 - Handrails more than four risers on open sides --4&z.-rF`i 14.<1--L t-- -c II Railing&guards > 30"/basement stairs included/closed risers more than 4" in height `( Safety glazing notes for required areas • } Garage fire separation: 'A" gable end/5/8" under living space &%" on walls/20 min. door 1"��`"and closer )-)(r Garage floor sloped `rf(d Attic access: gasket seal & R-value equal to-roof insulation 12 Z 6 U-- is7 '0 Roof over 30"-22" x 30"/Crawl spaces 18" x 24" access • Continued on back-) -) Residential Plan Review Revised October 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) /�- Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected }� within 15' of sleeping area Soil test results, if required • Septic to well or water line separation iA-,All paperwork signed `'jC Note on plans energy saving light bulbs 90% ` e- Blower door test agency paperwork /-94-2(4) 6 l'k,?Floodplain Permit required -check map: 2 feet above flood elevation Hurricane clips,required loors less than 2 x 10 covered by'/" gypsum or 5/8" wood panel t j - 5 Manuals S &J required for heating system. Cold air return hard piped,'-&d24 2) MA- Separate room for draft HVAC or hot water heater with fresh air \G' g'j HRV shown and calculations Zr?.1---) Baffles at eaves for insulations and knee walls ..A,f)w--c , 4r, sit- Makeup air for range hood >400 cfm )Q-fiN, Continuous header for garage doors to end wall J) _Chimney rain cap shown for fireplaces 1l Deck hold down shown not less than 4 lags and bolts per table 507.2 , Residential Plan Review Revised October 2021 • Oto TOWN 63F Q11EENSBURY • '� , 742 Bay Road, Queensbury,NY. 12804-5902 • Septic System Checklist • i Plan to scale . . • Received Deep hole perc test results from engineer/Architect If applicable(Town Approved Engineers and rchltects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) Ai A• ll wells on property and adjacent properties shown . . ki W• ater line shown Municipal or well 10'separation to any part of system . S• etback to property lines show 10'or more for any part of system • iSeptic tank and pump stations 10'from foundation SO'from any well/lake/wetland 10'from any waterline . &±Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) . I/ Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each ( L• eech Field 20'from foundation 100'from any well 10.from water line (Seepage pit 150'from-well 50'from septic tank‘il /"IlbiSeepage Pits 3-times diameter apart l Septic tank and pump stations over 3 ons 50'from watercourse or wetland distance from bottom of trench o system 24"t bedrock or mottling 36"within 1000'of Lake George Leech field 100'from watercourse or wetland 14; Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation ProvideEngineer/Architect stamp for bed or design systems AA Department of Health Approval for all mobile home park new systems Flood Plain requirements • ij 2'above established flood elevation to bottom of system • Vi All tanks anchored or 2'above flood elevation Oft tit.* TOWN C UE 3 Q ENSBURY 742 Bay Road, Queensbury,NY. 12804-5902 - • Septic System Checklist • LI(^�Plan to scale 14iReceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Architects;June 30 to AprilEngineer ved Engineers and - 15 Town for unapprovedp g Engineers and Architects) • All wells on property and adjacent properties shown . I Water line shown Municipal or well 10'separation to any part of system • iSetback to property lines show 10'or more for any part of system • ( Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline . eptic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) 4 Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each l/Leech Field 20'from foundation 100'from any well 10:from water line *Seepage pit 150'from well 50'from septic tank 4Seepage Pits 3-times diameter apart tft( Septic tank and pump stations over 30 gallons 50'from watercourse or wetland • y !stance from bottom of trencp o bedrock or mottling 36"within 1000'of Lake George liq/Leech field 100'from watercourse or wetland MA— Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation '.Provide Engineer/Architect stamp for bed or design systems pDepartment of Health Approval for all mobile home park new systems Flood Plain requirements • M). 2'above established flood elevation to bottom of system 4 All tanks anchored or 2'above flood elevation 1^(4- nw:::... •rya vrsu:__� A.�,i.�r�,..n, FILE COPY KNIGHT 7 0C hin. �� FIRE TUBE BOILER HIGH EFFICIENCY BOILERS &WATER HEATERS Submittal Sheet KHBWHB-Sub-02 KNIGHT FIRE TUBE BOILERS - FLOOR AND WALL MOUNT MODELS Job Name: lotion: Steve Terrano a- Tuthill Rd.,Queensbury, NY Engineer: Agent/Wholesaler: FW Webb z . Contractor: Type Gas: �`�r� TBD Propane , Model q: Equipment Tag(s): -,�;, " KHB055N JOB NOTES: > Four Pump Control vff-, System Pump with Parameter for Continuous Operation Ili; Boiler Pump with Variable Speed Control Domestic Hot Water Pump Domestic Hot Water Recirculation 1/2" Type HE Uponor Pex > DomesticHotWaterPrioritization DHW tank piped with priority in the boiler loop DHW tank piped as a zone in the system with the pumps controlled by the SMART SYSTEM DHW Modulation Limiting o-io VDC BMS External Control Contact Separately Adjustable Space Heat/DHW o-io VDC Boiler Rate Output Contacts Switching Times o-io Speed SystemSignal Input Smart System Features P Y Pump g > Building Management System Integration o-to VDC Signal to Control Variable Speed Boiler Pump > Smart System Digital Operating Control o-io VDC Input to Control Modulation or Setpoint Modbus Contacts Multi-Color Graphic LCD Display w/Navigation Dial, o-io VDC Modulation Rate Output > Time Clock Soft Keys and Loch-N-Link USB programming o-io VDC Input to Enable/Disable Call for Heat > Data Logging > Three Boiler Setpoint Temperature Inputs > Access to BMS Settings through Graphic LCD Hours Running,Space Heating Plus Domestic Hot Water Prioritization Display Hours Running,Domestic Hot Water > Built-in Cascading Sequencer forup/to > High-Voltage Terminal Strip Ignition Attempts 8 Boilers,with Cascade Redundancy izo VAC/6o Hertz/1 Phase Power Supply Last io Lockouts Multiple Size Boiler Cascade Three Sets of PumpContacts Lead Lag > Maintenance Reminder Efficiency Optimization > Low-Voltage Terminal Strip Custom Maintenance Reminder with Front End Loading Capability DHW Recirculation Pump Start/Stop Contractor Contact Information 24 VAC Device Relay Installer Ability to De-activate Service > Outdoor Reset Control with Outdoor Air Sensor Configurable Proving Contacts Reminder Programmable for Three Reset Temperature Inputs Flow Switch Contacts > Low-Water Flow Safety Control&Indication > Programmable System Efficiency Optimizers Alarm on Any Failure Contacts > Password Security SH Night Setback Runtime Contacts DHW Night Setback DHW Thermostat Contacts > Customizable Freeze Protection Parameters Anti-Cycling 3 Space Heat Thermostat Contacts Optional Equipment Outdoor Air Reset Curve System Sensor Contacts Ramp Delay DHW Tank Sensor Contacts [ICON•X-US Remote Connectivity Modulation Factor Control Outdoor Air Sensor Contacts ❑Modbus Communication Boost Temperature&Time Cascade Contacts ❑BACnet MSTP ['Flow Switch Standard Features []Low-Water Cutoff w/Manual Reset&Test > 95%DOE AFUE Efficiency(55-z85) > SMART SYSTEMTm Control ['Alarm Bell > Modulating Burner with up to io:i Turndown > Condensate Trap []Concentric Vent Kit Direct Spark Ignition > ECM Variable Speed Boiler Circulating Pump OCondensate Neutralization Kit Low NOx Operation > noV Convenience Outlet DBMS Gateway to LON or BACnet IP > ASME Stainless Steel Heat Exchanger OSidewall Vent Termination 3o PSI ASME Relief Valve > High Altitude Models Available > Top and bottom water connections > Other Features ['Wireless Outdoor Sensor (MNPT,WHB 55-285 Only) Automatic Reset High Limit OLP Gas Conversion Kit > Vertical&Horizontal Direct Vent Adjustable High Limit w/Manual Reset > Firing Codes PVC,CPVC,Polypropylene orSSVenting up to ioo ft. Zero Clearances to Combustible Materials ['Mg Standard Construction > Universal Vent Adapter 1SYear Limited Warranty(See Warranty for Details) DM7 California Code 5-Year Limited Parts Warranty Built-in Combustion Analyzer Port : i, ® FRONT LEFT SIDE i �-G Air Intake NIGH i WA I !. FIRE TUBE BOILER cl Water Outlet III . _--- -- 0 Gas inlet .�-� 1E � •• TOP -------r Flue Vent Water Inlet AC 6 High Voltage D 1 Outlet 0 Bedriml t 1 T-Auk; p 43.3/8" O Connection gfr; 9 a � Low Voltage B " - - Electrical illiii 19" 1 Connection 1 is F Condensate r o D o I Drain K . I I • h- 16" h-- H -.1 1 'FLOOR MOUNT A.:91p.ei IEU. Input MBH Net Heating AHRI Shipping Model Capacity Rating Gas Water Air Vent Weight Number Min Max MBH MBH AFUE% A B C D E. F G H I I K Conn. Conn. Inlet Size (lbs.) O KHB0S5N 8.3 55 51 44 95 3-1/2° 13.1/4" 6" 2.3/4" 37-2/3" 13.1/2" 8-1/3" 10.1/2" 15" 32.1/2° 8-1/3' 1/2" 1" 2" 2° 160 <6 108085H 8.5 85 79 69 95 3-1/2" 13.1/4" 6" 2-3/4" 37-2/3" 13-1/2" 8-1/3" 10-1/2" 15' 32-1/2° 8-1/3' 1/2° 1" 2° 2° 165 g 101311011 11 110 102 89 95 2-3/4" 14-3/4" 7-1/2" 2-3/4° 38" 14-1/3" 9-3/4" 10.1/2" 15' 33" 8.1/3" 1/2" 1" 3" 3" 170 • 1018155N 15.5 155 143 124 95 2-3/4" 14.3/4" 7-1/2" 2-1/2" 38" 14-1/3" 9-3/4" 10.1/2" 15' 33' 8.1/3° 1/2" 1" 'i 3" 3" 175 Ql 118199N 19.9 199 184 160 95 3" 15-1/2" 7-1/2" 2-1/2" 38-1/3" 14-1/3' 10-1/2" 11-1/2' 15' 33' 8-1/3" 1/2" 1-1/4"' 3" 3" 195 (Q KH8285H 28.5 285 264 230 95 3" 15.1/2" 7-1/2" 2-1/2" 38-1/3" 14-1/3" 10-1/2" I1-1/2° 15' 33' 8-1/3" 1/2" 1-1/4";; 3" 3° 205 RIGHT SIDE TOP High Voltage BOTTOM -4 rown 1 H Noe yam Electrical Connection Low Voltage Electrical Connection I Air Intake Water Inlet AC Outlet I ?j-- 90E -� A 1 I • I 1 -{ 1 Condensate Drain G ! 1 + I-� - L y 'L.ii Gas Inlet l M~"N Water Outlet I B• I C •1 WALL MOUNT AltRI ERTIEa- Input MBH Net AHRI - Rating, E"5= Ship Model 'Output Water, o t= Gas Water Air Vent Wt. Number Min Max MBH MBH AFUE,% ''"" "' A B C D E F G H I I K L M N Conn. Conn. Inlet Size (lbs.) WHB055N 8.3 55 51 44 95.0 - - 40° 18-3/4" 16" 31-1/8" 8-1/2" 3-3/4" 4-1/2" 6-1/2" 7-1/4° 8-7/8" 3-1/2" 1-1/2" 1-1/23 6° 1/2° 1" 2" 2" 139 1: WHB085N 8.5 85 79 69 95.0 - - r 39-3/4' 18-3/4' 16' 31-1/8" 8-1/2" 3-3/4' 4-1/2' 6.1/2° 7-1/4° 8-7/8" 3-1/2"1-1/2' 1-1/2" 6' 1/2' 1' 2' 2' 142 Q WHB110N 11 110 102 89 95.0 - - ' 41-1/4' 18-3/4" 19' 31-1/8" 10' 2-3/4' 5" 5-1/4' 11-1/2" 8-1/2' 5' 1' 1' 4-1/2" 1/2' 1' 3° 3' 159 1]J'WHB155N 15.5 155 144 125 95.0 - - r 41-1/4' 18-3/4" 19-1/8° 31-1/8" 10" 2-3/4' 5' 5-1/4' 11-1/2' 8-1/2" 5' 1" 1° 4-1/2" 1/2" 1" 3° 3" 166' �['WHB199N 19 9 199 184 160 95-0 - - 41-1/4' 18-3/4' 19-1/8' 31-1/8' 10-1/2° 3' 5-1/4" 6' 11' 9-1/2" 6-1/4"1-1/2" 1-1/2" 4-T/2" 1/2' 1-1/4° 3' 3' 175 VJ(WHB285N 28.5 285 264 230 95.0 - - " 41-3/4' 18-3/4' 21-1/8' 31-1/8' 15' 3' 3-3/4' 5-1/4' 12-1/4' 11' 6-1/4'1-1/2' 1-1/1' 6-1/2' 1/2" 1-1/4' 3' 3' 184' Q WHB399N 39.9 399 377 328 - 96.0 94.4 r 43-5/8' 25-1/4' 21-7/8' 34-3/8' 3-1/8' 4-1/4' 23° 3-7/8' 8-3/4' 12-1/2" 9-1/4°2' 2' ; 23' 3/4' 1-1/2' 4' 4' 213 •Information subject to change without notice.•Dimensions shown are approximate and should not be used for construction purposes.•"Output"is"Heating Capacity"for units with inputs<30o MBH and"Gross Output"for units 2300 MBH.•Change"N"to"L"for LP gas models. •The Net AHRI Water Ratings shown are based on a piping and pickup allowance of 1.15.• Lochinvar should be consulted before selecting a boiler for installations having unusual piping and pickup requirements,such as intermittent system operation,extensive piping systems,etc.•The ratings have been determined under the provisions governing forced draft burners. For technical information call 800-722-2101. Lochinvar,LLC reserves the right to make product changes or improvements Lochinvar,LLC without prior notice. !If Lochinvar® 30o Maddox Simpson Parkway Lebanon,Tennessee37o90 P:615.889.89oo/F:615.54 7.t000 AiV®I LDO e$ ID ©®G Loch c a" ,' IEc ""\ '"".° `• `°O® HIGH EFFICIENCY BOILERS&WATER HEATERS MEMBER `vy,, H 2/22-Printed in U.S.A. I uponor Wirsbo hePEXTM Tubing - Coils Submittal Information Revision A: May 20,2009 : Project Information I Job Name: Location: Part No.Ordered: Engineer: Date Submitted: Contractor: Submitted By: Manufacturer's Representative: Approved By: Technical Data Material: Crosslinked polyethylene PEX-a Engel Method 11 Standard Grade Hydrostatic 200°F at 80 psi(93°C at 5.51 bar); 180°F at 100 psi (82°C at 6.89 bar) / 1' Ratings(PPI): 73.4°F at 160 psi(23°C at 11.03 bar) ',- Linear Expansion Rate: 1.1"/10°F per 100 ft. (27.94mm/5.56°C per 30.48m) • , 1 Product Information and Application Use Wirsbo hePEX'"'tubing is used for closed-loop radiant heating applications. It has an EVOH oxygen diffusion barrier that meets German DIN 4726.A polyethylene layer is extruded over the EVOH barrier to protect from site abuse and moisture saturation. ✓ Description Part Number ID ODiiii Weight 1 5/16'Wirsbo hePEX, 100-ft.coil A1140313 0.292" 0.430" 5.51 lbs. 1 5/"Wirsbo hePEX,250-ft.coil A1180313 0.292" 0.430" 11.00 lbs. 1 j 5/g'Wirsbo hePEX, 1,000-ft.coil A1220313 0.292" 0.430" 36.00 lbs. 1 [ 3/8"Wirsbo hePEX, 100-ft.coil A1140375 0.350" 0.500" 5.51 lbs. n 3/s"Wirsbo hePEX,400-ft.coil A1210375 ' 0.350" 0.500" 20.00 lbs. 3/s"Wirsbo hePEX, 1,000-ft.coil A1220375 0.350" 0.500" 44.00 lbs. 1/2"Wirsbo hePEX, 100-ft.coil A1140500 0.475" 0.625" 5.51 lbs n 1/2"Wirsbo hePEX,300-ft. coil A1250500 0.475" 0.625" 20.00 lbs. 1 1/2"Wirsbo hePEX, 1000-ft.coil A1220500 0.475" 0.625" 60.00 lbs. n 5/8"Wirsbo hePEX, 100-ft.coil A1140625 0.574" 0.750" 8.37 lbs. 1 5/s"Wirsbo hePEX,300-ft.coil A1250625 0.574" 0.750" 28.00 lbs. 5/s"Wirsbo hePEX, 1,000-ft.coil A1220625 0.574" 0.750" 86.00 lbs. 1 3/4"Wirsbo hePEX, 100-ft.coil A1140750 0.671" 0.875" 11.24 lbs. n 3/4"Wirsbo hePEX,300-ft.coil A1250750 0.671" 0.875" 34.00 lbs. n 3/4"Wirsbo hePEX, 500-ft.coil A1240750 0.671" 0.875" 56.00 lbs. 7 1"Wirsbo hePEX, 100-ft. coil A1141000 0.862" 1.125" 14.10 lbs. FT 1"Wirsbo hePEX,300-ft.coil A1251000 0.862" 1.125" 58.00 lbs. El 1"Wirsbo hePEX,500-ft.coil A1241000 0.862" 1.125" 95.00 lbs. n 11/4"Wirsbo hePEX, 100-ft.coil A1141250 1.054" 1.375" 34.00 lbs. 11/4"Wirsbo hePEX,300-ft.coil A1251250 1.054" 1.375" 106.00 lbs. 1 I 1'/2"Wirsbo hePEX, 100-ft.coil A1141500 1.244" 1.625" 44.00 lbs. Q 11/2"Wirsbo hePEX,300-ft.coil A1251500 1.244" 1.625" 133.00 lbs. El 2"Wirsbo hePEX, 100-ft. coil A1142000 1.629" 2.125" 68.20 lbs. n 2"Wirsbo hePEX,300-ft. coil A1252000 1.629" 2.125" 20.4.06 lbs. _ Installation Approved fitting systems include ProPEX®and APR.'. Refer to the Uponor Radiant Installation Handbook for additional information. Standards '� CSA B137.5;ASTM F876;ASTM F1960;ASTM-E84; CAN/ULC S102.2;ASTM-E119/UL 263 Codes ir IPC; UPC; NSPC; IRC; NPC of Canada Listings - 1 -- ------------------- -- ---------- ----- NSF-rfh; ITS; UL; ICC; PPI;WARNOCK HERSEY 25 FS/50SD plenum listing 1 Related Applications Contact Information u, - -- ---- -------- Radiant Heating and Cooling System Uponor,Inc. Uponor Ltd. Snow and Ice Melting System , 5925 148th Street West 2000 Argentia Rd.,Plaza 1,Ste.200 Permafrost Protection System Apple Valley,MN 55124 USA Mississauga,ON L5N 1W1 CANADA Turf Conditioning System Phone: (800)321-4739 Phone: (888)994-7726 Fax: (952)891-2008 Fax: (800)638-9517 www.uponor-usa.com www.uponor.ca 1ProPEX®is a registered trademark of Uponor,Inc. ProPEX-is a trademark of Uponor Ltd. uponol RADIANT HEATING AND COOLING SYSTEMS Stainless- steel Manifold STAINLESS-LDEEL MANIFOLD for Radiant Heating and Cooling Systems SELL SHEET -....--:-:----,. , :-- 90111 AA 7 ,0 V:-L 1_, 't''.-i.-4.41 i •_7 ' . _ _ sail 'p - 1?- .• r ;fir' `"'Tr ice' r 1 Targeted for commercial and residential U �,,17...4,-,) radiant heating and cooling applications, the new Uponor Stainless-steel Manifold is available in 1" and 1'/4" sizes and comes pre-assembled right out of ! pp •r i'.\. the box for faster installs and greater II z` it..2 .� material cost savings. z rn Features: ®.dll■iii r' • 1"and 11/4"manifold offering • Integrated flow meters for simple system balancing • Competitively priced metal alternative -1"manifold features 1.5 gpm flow meters • Corrosion-resistant,stainless-steel barrel -11/4"manifold features 2 gpm flow meters • NPT-threaded ball valve for easy,cost-effective transition • Temperature/Pressure ratings: • Balancing and isolation valves for complete loop isolation -68°F(20°C)at 145 psi • Compatible with all glycols used in radiant heating and -158°F(70°C)at 87.4 psi cooling systems -194°F(90°C)at 43.8 psi • Integrated,full-port ball valves with temperature gauges • Pre-assembled and ready to install right out of the box • Pzi Stainless-steel Manifold Product Offering -�- `--- Part No. Part Description Csr .:,A`.ai Z • �1/ A2700202 Stainless-steel Manifold Assembly,1"with flow meter,B&I,ball valve,2 loops i ' 4 j` s.{ A2700302 Stainless-steel Manifold Assembly,1"with flow meter,B&l,ball valve,3 loops jii A2700402 Stainless-steel Manifold Assembly,1"with flow meter,B&I,ball valve,4 loops A2700402 A2700502, Stainless-steel Manifold Assembly,1"with flow meter,B&I,ball valve,5 loops -f - - A2700602 Stainless-steel Manifold Assembly,1"with flow meter,B&I,ball valve,6 loops T^ 1fi' IP r i _ A2700702 Stainless-steel Manifold Assembly,1"with flow meter,B&I,ball valve,7 loops 'fit`, ,, 1.. :;a A2700802 Stainless-steel Manifold Assemblif y,1"with flow meter,B&I,ball valve,8 loops ` rL b A2701002 Stainless-steel Manifold Assembly,1"with flow meter,B&I,ball valve,10 loops 1 G 0` A2701202 Stainless-steel Manifold Assembly,1"with flow meter,B&I,ball valve,12 loops IT A2720202 Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,2 loops A2720302 Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,3 loops , ``•-� 111—71— '`TE= — —:; A2720402 Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,4 loops = - - -- . - _ - A2720802 A2720502 Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,5 loops ' A2720602.Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,6 loops -I i� 51 f; '' "r_ 5 , , A2720702 Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,7 loops ' - i. 1 A2720802'Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,8 loops r 1 In ; rf `n n ' , c ' - • A2721002 Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,10 loops , A2721202, Stainless-steel Manifold Assembly,11/4"with flow meter,B&I,ball valve,12 loops '-I'fr c. Stainless-steel Manifold Supply and Return 1"NPT Ball Valve with Temperature A. - ;.'� -_: , A2771251 - i (�i Gauge,set of 2 ,,, 1'' f' A2771020` A2771252 Stainless-steel Manifold Supply and Return 11/4"NPT Ball Valve with Temperature N Gauge,set of 2 A2771010' Mounting Bracket for Stainless-steel Manifold,1",replacement part,set of 2 `�� ;� � 1'� A2771011 Mounting Bracket for Stainless-steel Manifold,11/4",replacement part,set of 2 A2771010 \ r ! .� 1 A2771020,Stainless-steel Manifold Flow Meter 1.5 GPM Valve Body,replacement part ,'�, I \ - ' A2771021 Stainless-steel Manifold Flow Meter 2 GPM Valve Body,replacement part �. �}` --,, —- - -. - -. ,. - - -- - - — _-. ��Nf /; Via" 'Y ,A2771030 Stainless-steel. Manifold Isolation Valve Body,replacement part C, � � A2771035 Stainless-steel Manifold Isolation Valve Body,0-ring,replacement part tl y;!e - .. _. - _ A2771030 1 inA2771040 Stainless-steel Manifold Replacement Gasket for R32 Union Connection )E" r" A2771050 Stainless steel Manifold Temperature Gauge,set of 2 upono A2771050 - A2771060 Spacer Ring VA10 for White Thermal Actuators ',1' coo ' l- f- _ _ 1 _ =1 �, r A2771070,Stainless-steel Manifold Installation Kit 1.iiti,,'` 1 A2771251 ��\'� ;, � N L m . 6 O V v o+ z Uponor,14 Ith 000UponorLtd uponor �,' 5925 148th Street West 2000 Argentia Rd.,Plaza 1,Ste.200 yi Apple Valley,MN 55124 USA Mississauga,ON L5N 1W1 CANADA Tel:800.321.4739 Tel:888.994.7726 Fax:952.891.2008 Fax:800.638.9517 8 www.uponorpro.com ETs ti • FILE COPY Carriage House HVAC Load Calculations for Steve Terrano 4 i Tuthill Rd. Queensbury, NY 12804 gift _�. �� sIm�I�`1'FAL. HVAC LOADS Prepared By: Gross Electric Inc. 27 Silver Circle Queensbury, NY 12804 518-792-0216 Tuesday,August 29,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. ReijdOritiO&tight Ciimilieki,A110/4 :!;i; : ?:'. EgeSoftliprDpveloppiTicirie. Gross Electria,Inc • . Carriage House Queensbury.NY28O4 :7 " . 'Page2 Project Report GeneralProceefInforinitidri.. :': j."6- Project Title: Carriage House Project Date: Friday,August 25,2023 Project Comment: High Efficient Radiant Heating System Client Name: Steve Terrano Client Address: 2 Tuthill Rd. Client City: Queensbury, NY 12804 Company Name: Gross Electric Inc. Company Address: 27 Silver Circle Company City: Queensbury, NY 12804 Company Phone: 518-792-0216 Design Data Reference City: Glens Falls, New York Building Orientation: Front of Garage faces North Daily Temperature Range: Medium Latitude: 43 Degrees Elevation: 328 ft. Altitude Factor: 0.988 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -4 -4.56 n/a n/a 70 n/a Summer: 85 71 51% 50% 75 27 Total Building Supply CFM: 502 CFM Per Square ft.: 0.279 Square ft. of Room Area: 1,800 Volume(ft3): 17,180 Total Heating Required Including Ventilation Air: 42,226 Btuh 42.226 MBH Total Sensible Gain: 6,967 Btuh 88 % Total Latent Gain: 921 Btuh 12 % Total Cooling Required Including Ventilation Air: 7,888 Btuh Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Terrano 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29,2023, 10:16 AM _Rhvac--Residential.&:Light Commercial.HVAC-Loads`_::. 's=: .+ ``_: ti, Elite.Software.Development,Inc:, Gross Electric Inc." ;E;.-:'.1. ,Carriage House Queensbury.NY'12804 . . • . ' . :,' .. ' :.Page3` Load Preview Report l Sen Lat Net Sen Sys Sys+ Sys Scope Area Gain Gain Gain Loss CF MI Htg Clg CFM CFM Act Building 1,800 6,967 921 7,888 42,226 502 295 502 System 1 Radiant Heat Boiler 1,800 6,967 921 7,888 42,226. 502 295 502 Ventilation 544 921 1,465 4,022 50 50 50 Zone 1-Gig.:66%,Htg.:49% 900 5,735 0 5,735 18,556 244 264 244 1-Storage Room-Stair Landing 80 162 0 162 1,665 22 7 22 2-Home Office 306 3,936 0 3,936 5,453' 72 181 72 3-Bathroom 44 52 0 52 444; 6. 2 6 4-Bedroom 1 195 658 0 658 3,346- 44 30 44 5-Bedroom 2 195 658 0 658 3,346. 44 30 44 6-Stairs 80 269 0 269 4,302 57 12 57 Zone 2-Clg.:34%,Htg.:51% 900 2,931 0 2,931 19,648 .258 135 258 7-Garage 900 2,931 0 2,931 19,648 258 135 258 Sum of room airflows may be greater than system airflow because system has multiple zones. • C:\...\Terreno 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29,2023, 10:16 AM . ^ Gpss Electric Inc. if Description Gain ain, Gain, Total Building Low E Glass: Pane double hung window, 71.2 1.628 0 1.719 1718 U-valueO.2Q. 3HGCU.G2 11P: Door-Metal'Polyurethane Core, U-vouoO.2Q 198 4.206 O 1.194 1.194 13F1'Obw:VVa|l-Fnyma. R-21 open cell 1/2 lb.spray foam 1403.2 6.751 O 510 510 insulation in3xG stud cavity, no board insulation, brick finish,wood studs, U-volua0.OG5 12F1-Umw:VVaU'Fnomo. R-21 open cell 1/2 lb. spray foam 268.5 1.282 O 178 178 insulation in2uG stud cavity, no board insulation, siding finish,wood studs, U-valueO.DG5 CustomRoof3: Roof/Cei|ing-Roof Joists Between Roof 820.4 1.215 O 575 575 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, PNy third example custom roof R4U insulation, U'vo|uo 0.02 CondiUonod: Roof/Cmi|ing' QOO 1.732 O 1.521 1.521 20R1-11 op: Floor-Over open crawl space orgarage, 820.4 6.984 U 353 353 Radiont, spray foam inou|oUon. R-11 open cell 1/2|b. spray foam insulation, 3 inches in2x1U joist cavity, any cover, U'ma|ua8.U8G 22C'1Orh: Floor-Slab on grade, Horizontal board 24 2.901 O O 0 insulation extends 4' under slab, any floor cover, R- 10 insulation, radiant, heavy moist soil, U-value 1.221 22C'1Orh-t: Floor-Slab on grade, Horizontal board QG 11.604 D O O insulation extends 4' under slab,tile covering, R'1U inou|atinn^J��i.gDt. heavy'm.o.istsgK..U-vaJy�1.221 ...................... ........................................................................................................................_............................................ Subtotals for structure: 38.204 D 6.050 6.050 People: 0 O O U Equipment O O O Lighting: 0 D O Ouobwodc O U D O Infiltration:VWntarCFK8: O. SummarCFM: O O O D O Ventilation:Winter OFNY: 5O. Summer OFN1: 5O 4.022 921 544 1.465 AdEOExuuroion: O U 374 3Z4- Total Building Load Totals: 42.228 931 6.867 7.888 ,Cbd,k`Figur��!��'�,'��'fT��'��+Y.�/��+��'� ��|�`� ��.��'�'��|��'��<��!�'�`^��2��`��/��'�.��|� Total Building Supply CFK8: 502 CF[N Per Square fL: 0.270 Square ft. of Room Area: 1.800 Vb|ume(fl:3): 17.180 Total Heating Required Including Ventilation Air: 42,236 8t h 42.2.28 K8BH Total Sensible Gain: 6.967 8t h 88 96 Total Latent Gain: 921 8tuh 12 % Total Cooling Required Including Ventilation Air: 7.888 EKuh l�mteo```� ` '('�`�.��`�!��.��`|'��.�`� �``' !��'��'|`.�^� ��.�/��! �.� '�-� Rhvocioan/\CCA approved Manual J. D and S computer program. Calculations are performed per ACCA Manual J 8th Edition.Version 2.50, and ACCA Manual D. All computed results are estimates ao building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. 111:Nac Fiasicieritial'sitidhttoirioneiciai EiyAqiiaiii'' ,-;•:-.. -',,:',',:,,'=";'<-',::',':,',.:'' ...:,'...,:':::: ''J',-,' '':!:;',:: :..,..,. ,;. Elite$oftWare VeValoptiiiiit,inc Gross Electric Inc - : •;-.„ ';,- ,,,,-':,,Y; ::" ': C'`..";=':''',-'''-:' '.'::: :' :'''''-': '4.` ::=:,:. :.;.'::,r; .:'?S21'':' , !, -::-:, .,7,- '"•'-'-=:::'... ': ''=''':, i!:,-::'::- .qarriage House Que-ensbury.NY:125Di :' : '. ::';';'-.',:, T '-.,.:,--' ;',„ ,';'::== .„ :,=.,: -: yt:: . .f, .-'.:-. . ..,..,,i,,-:- ,, .,, , S, . --'.- -•Page 5 Detailed Room Loads - Room 1 - Storage Room-Stair Landing (Peak Fenestration Gain Procedure) betth'al-'''''' ':::':::::-:::":?`",=:', :.:J..-.:-'-:::::."''.":'::::7-.''''''.':'-;:-:. :': ''= :.' ':-i':';"':: ,,', ,,l'''':';';%:'''7';:. : ..-:',,.1;:;-:,,.1:0''''',':','''E.':::.'N...:'; • '-,..:'''.:'Iii'-',V'.::',:.:?,'4i::',.::..!, . ]•:'Y. ;;:''.; '1 ',.';'1:''.- Room is in zone 1,which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 80.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 800 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 0 CFM Percent of Supply.: 10 % Actual Summer Vent.: 1 CFM Percent of Supply: 4 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Item i ' .. -,," :.-'..::-'' , ' --.,; :-' : , --,,;:i.:Ate0-- ,:: 4.1.,•- ., ',,Htg.,.::.i,:.:;., ,,.;po,:.' . ,.:,,,,,,=.pi ::: , 1 ,i1L:at:;:: .-:=seri Description : ,.'',.:,:::'')'.-4 .': , 1....!. .:, -."- !:66aritiii:', ' .Naid : :.:: 1:: *fm -',:,',' .•raiie :•::::','',;-`14-1M ; ,l': ''.'r:6''ain- '_ . Gain E-Wall-12F1-0bw 10 X 10 100 0.065 4.8 481 0.4 0 36 S-Wall-12F1-0bw 8 X 10 80 0.065 4.8 385 0.4 0 29 UP-Roof-CustomRoof3 8 X 10 80 0.020 1.5 118 0.7 0 56 FIQQr720.13171.1.Qp.10.X.0...... ... . . . .____....... aft_ r_o.Q.a6 8.5.......__..._Pal..._... __..0,4 _Q.__..... ..........34_ Subtotals for Structure: 1,665 0 155 Infil.:Win.: 0.0, Sum.: 0.0 180 0.000 0 0.000 0 0 ... Room Totals: 1,665 0 162 . . - . C:\...\Terrano 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29, 2023, 10:16 AM ••Fpwac-ResiilOtial 4 Light CcinienOitial.HVACiloads,.: ':. ,:z ,„ •',' :'.:-'' :- .... ....',. Elite 8OftWare bevelbbmpbt,iiic. Gross Electric Inc _.:Carriabe House •Oueensbuiy.NY 12804:- " , : , - ':::. , : .'.._ f ':,`,' ' ._, ',--„:::: .: : ,,,,:-- ,-, '. . r, ,i, •: pagd 6 Detailed Room Loads - Room 2 - Home Office (Peak Fenestration Gain Procedure) deriej-al • •::•,i_-.•"::.:;‘ : ,. '.•,:i ' :::•.- ' ':` -':,".-''.' ..' :, ----••:-- ,- :-''.•: •,:, ;,. : , • ,-: • - Room is in zone 1,which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 18.0 ft. Zone Number: 1 Area: 306.0 sq.ft. Supply Air: 72 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 3,060 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 7 CFM Runout Air: 0 CFM Percent of Supply.: 10 % Actual Summer Vent.: 23 CFM Percent of Supply: 32 % Actual Winter Infil.: 0 CFM •Actual Summer Infil.: 0 CFM Item:, :- ,' •,, •`, : : •:‘ :•:- ' ' Area : :7=,lk..- ",-:: i, Htg i Y , 'Seh : :- : c16': ,,, ' Lat :. : : Seii. Description •:.::,':'.:'.: .: • e• ' ,Qu'antify :Value:. ; -,' :1-111.4.:': L.:os : . -' HtM ':: ..'-: 'Gain . :Gait't S-Wall-12F1-0bw 18 X 10 137.2 0.065 4.8 660 0.4 0 50 W-Wall-12F1-0bw 17 X 10 170 0.065 4.8 818 0.4 0 62 S-Gls-Low E Glass shgc-0.62 0%S 42.8 0.290 21.5 917 77.4 0 3,308 UP-Roof-CustomRoof3 17 X 18 306 0.020 1.5 453 0.7 0 214 Floor-20R1:11qp 18 X 17 ___ 306 0.086 8.5 2,605 0.4 _____ __Q 132 Subtotals for Structure: 5,453 0 3,766 Infil.: Win.: 0.0, Sum.: 0.0 350 0.000 0 0.000 0 0 AEI? Excursion: . . . . . . 170 Room Totals: 5,453 0 3,936 C:\...\Terrano 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29,2023, 10:16 AM Ahyac,Residential A:pght:c9:roinkroial kivA9,040i, ,,:-:,: 2:,,::',4t. :.:;'-...;;:- :;,,-;-;:'. -,.;,:-..', '::'7 L'....:',:'. Elite Spfbnfare-Deyelinirilent,lila:: ,PrOS§Elqctric Inc::,:::, :-:, '',' ':::,::: : ,. ",:::'.' :',:-":"-,::!:'''':;,-::f, ',..,: ::,",:,::'*:;.:;=;i; '',.:':,`,',.:'':::.,':;' ':,,::,: ::,:.... -: :V.-'::,.:': Carriage!.160te 7latieehsbury::-NY,1: 804 " ':' ',':' :::-'''-- c',--: ' :q:' ::--:: :::::::', -.:::.'' : : :::,,: -::.- ':'.5,f :':;,':.., :: ':' .: '::::-.2.-..i ' :::: - :.) 2' --.... , :_. :,:Page 7 Detailed Room Loads - Room 3 - Bathroom (Peak Fenestration Gain Procedure) G6neral ' : ::'; '.;-:,::-'':::',:.., ::•-:,;,:, ..: 4.':!,':'::': , :,.,:': ,',.:::',: ;=:;,,r':: '',:•: ':.•.,::,;,:,,,.-- ';,;:..: ,',i:::':::',:i: :':.:._:-,:: -). : .',,,,;,-;:,,,,, -,:,,::,,,, i :, ,--.,:,,,-,:):-, ,;:' ,;:, ,.,,,. ,T., ,::::,,-::, Room is in zone 1,which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.8 ft. System Number: 1 Room Width: 6.5 ft. Zone Number: 1 Area: 44.4 sq.ft. Supply Air: 6 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 355 cu.ft. Req.Vent.Clg: 50 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 0 CFM Percent of Supply.: 10 % Actual Summer Vent.: 0 CFM Percent of Supply: 5 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM *iii,::;:i:,,,, ; . .,::' ,:-,,-, ,::',;:- ,',:i',,,',',:'.'i?,:;;:: ,;,,-.12';;:':::: ',', i:0'.0'.::: ::','::: :,44.,,::,-,:,`. 1::.`:':Ilt4f,",-i; :. ',.::- soi4,.::-,::: :.:-,:::06: ...,.:,y:::--;-::toti:.:: ::- -,,, ,,:,00iTi.:: :Detdriptiorf:.:i..:i ::,-;:!:::,-;: .'; ;::,! ::-:,:',.:- :- obalitiiii•4''':, :-;,;Vaki-6-::-. ,s-':.i::141TM'-‘,:-''''-‘::':-;:LOi ,'":-:-''..,:,-::`,-:;FITM -',.': :'--,,Gain'' ',:,.. -.,-Y,bairi UP-Roof-CustomRoof3 6.8 X 6.5 44.4 0.020 1.5 66 0.7 0 31 Floor-20E1:110p 6.5 X 6.8 44.4 0.086 8.5 378 0.4 0 19 Subtotals for Structure: 444 0 50 lnfil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AED Excursion: 2 Room Totals: 444 0 52 C:\...\Terrano 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29,2023, 10:16 AM . , Gro 6,0 Detailed Room Loads - Room 4 - Bedroom I Fenestration Gain benenii I 41�� Room is in zone 1.which peaks ot2pm Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 195.0 oqj� Supply Air: 44 CFN1 Ceiling Height: 10.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 1.060 cuft Req.Vent. C|g: O CFyN Number ofRegisters: 1 Actual Winter VenL: 4 CFK8 RunoutAic O CFK8 Percent ofSupp|y.: 10 % Actual Summer Vont.: 4 CFyN Percent ofSupply: Q % Actual Winter|nfiL D CFK0 Actual Summer|nfiL O CFK8 ' en ' �� ' � ` CW��t��'�',��kxa��' .�-��F��. ��N�8�'| 1T�� 7�dh N-VVoU42F1'Obw15X1D 135.8 0i085 4.8 653 0.4 D 49 E-VVal-12F1-Obw13XT 91 0.065 4.8 438 0.4 O 33 N-3|o-LowE Glass ahQo'O.G2O96S 14.2 0.390 21.5 306 22.9 D 327 UP'RoofCuobomRoof3 13X 15 195 0.020 1.5 288 07 O 137 Floor-20URL-1.1gp X13 195 0.086 8.6 1.660 0.4 O 84 Subtotals for Structure: 3.346 D 630 |nfiLVWn.: O.U.8um.: O.0 241 0.000 O 0.000 U O AEDExcuxsion: 28 Room Totals: 3.346 O 668 ' •Rhvac=Residential_ ':1 ht Commercial'HVAC_Loads . a: . = ` '' a. El g r F ite Software Development;.lnc.: Gross Electric Inc t ,,. n " Carnage House Queenstiury.NY-12804 .. 4'. . . .. ,_. `', ::' > .. . z_ .. . .;!., . .,:: .. Page'9' Detailed Room Loads - Room 5 - Bedroom 2 (Peak Fenestration Gain Procedure) Gene Room is in zone 1,which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 195.0 sq.ft. Supply Air: 44 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 1,950 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 • Actual Winter Vent.: 4 CFM Runout Air: 0 CFM Percent of Supply.: 10 % Actual Summer Vent.: 4 CFM Percent of Supply: 9 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM : . n ` . :Ite m.": . _ • : ;. ;Aea U :,Htg rSe '': , CI a Descnption. _ ,`;_,:. :...Quaritity :.;Value a eHTM. Los s ,,:. .,.:.:.HTM=. .: Gin ,:,' :Gain' N-Wall-12F1-0bw 15 X 10 135.8 0.065 4.8 653 0.4 0 49 W-Wall-12F1-0bw 13 X 7 91 0.065 4.8 438 0.4 0 33 N-GIs-Low E Glass shgc-0.62 0%S 14.2 0.290 21.5 .. 306 22.9 0 327 UP-Roof-CustomRoof3 13 X 15 195 0.020 1.5 289 0.7 0 137 Floor-20R1-11op_15 X 13_..__._ 195 __..__0_085.___.__. 8.5 1 560 0.4 0 84 Subtotals for Structure: 3,346 0 630 Infil.:Win.: 0.0, Sum.: 0.0 241 0.000 0 0.000 0 0 AEDExcursion........_.. ...._... .. . . .. _._._._. 28.... . . .......................................................................................................................................................................................................... Room Totals: 3,346 0 658 C:\...\Terrano 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29,2023, 10:16 AM Rhvac.-Residential&Li ghf Commercial HVAC,Loads`i -1.:'''s Elite Saftiiiiaie,Development;Inc: ,=:r. . - _ i� _Carria a House G ss ro Electriclric. 4 . '.r - -. :�•''i;r�Y.,i'sc .,l'r"._.FyM,.'.''r4.Y',�.' ,.,,,,;'p -•roe i Wit. >` - - - Queensbury.NY 12804,:` Page10 Detailed Room Loads - Room 6 - Stairs (Peak Fenestration Gain Procedure) 'General:::. .....•:... . ,:. ...," .- ., - ... . .. c, ... . .T. ,.. .-. . ....- . ".. , .. , " . ..• Room is in zone 1,which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 80.0 sq.ft. Supply Air: 57 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 4.6 AC/hr Volume: 740 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 0 CFM Percent of Supply.: 10 % Actual Summer Vent.: 2 CFM Percent of Supply: 3 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Item .. Areal:." ;;U- Ht,:;,.,: :':, ,Sen:,: CI ,---:(at,'::'::: 1, ',Sen :. T Gain Desch tion . .. . �. ' Qu` ,.. .: ... .. ..:...: � .... � p antity:.. .. ''Value'::; .. - HTM`:: .. .'.Lo's's-;.. `:-WTM_; .: :Gain_ ... a n. N-Wall-12F1-0sw 4 X 9.2 37 0.065 4.8 178 0.7 0 25 E-Wall-12F1-0sw 20 X 9.2 165 0.065 4.8 794 0.7 0 110 E-Door-11 P 3 X 6.7 20 0.290 21.5 429 6.1 0 122 Floor-22C-10rh 24 ft..Per. 24 1.221 120.9 2,901 0.0 0 0_ Subtotals for Structure: 4,302 0 257 Infil.:Win.: 0.0, Sum.: 0.0 222 0.000 0 0.000 0 0 AED Excursion: 12 Room Totals: 4,302 0 269 C:\...\Terrano 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29,2023, 10:16 AM . . bite solkii en, Page I Detailed Room Loads - Room 7 - Fenestration Gain nera Room hain zone 3.which peaks ot7pm Calculation Mode: Htg. &dg. Occurrences: 1 Room Length: 30.0 ft. System Number: 1 RoomVWcth: 30.0 ft. Zone Number: 3 Area: 900.0 oqfL Supply Air: 258 CFK0 Ceiling Height 8.3 ft. Supply Air Changes: 1.8 AC/ r Volume: 8.325 cujl Req.Vent.C|g: U CFPN Number ofRegisters: 3 Actual Winter VenL: 26 CFN1 RunoutAic O CFK8 Percent ofGupply.: iO Y6 Actual Summer VenL: 17 CF[N Percent ofSupply: 7 Y6 Actual VWnter|nfiL O OFYN Actual Summer|nfiL D CFPN �`i �r � � `�`'� �'.,� � `'��c��' �. , � ' � _' ��`^`��> �i�`' � � � � �� ain /diin �� N'VVoU42F1'Oew 26X9.2 64J5 0.065 4.8 310 0.7 O 43 E'VVal-i2F1-Dbw1DXQ.2 93.5 0.065 4.8 445 0.4 O 34 S-VVa|l-12F1-Dbw30J{S.2 277.5 0.065 4.8 1.335 0.4 O 101 VV-VVoU-12F1-Obw10XS.2 92.5 0.065 4.8 446 0.4 O 34 N'Ooop11P1GXB 128 0.290 21.5 2.747 6.1 O 780 N-Door-11PGX8 48 0.290 21.6 1.030 8.1 U 292 UP-Cai4Conditionad3OJ(30 800 0.026 1.9 1.732 1.7 O 1.621 F|oor-22C-10dh8Gft'pe[^---_--_____--'_��__-_-j��1-_----12D.R'__-�11.GD�'_----_OJ0JU _--0- Subtota|o for Structure: 19.648 D 2.805 |nfi|.:V@n.: O.0. Sum.: U.O 703 0.000 D 0.000 D O 8EDJExcuruioO:_------_'--_____--__-__--___--_ __'-_--__-__-_-_---_-_- -___--126 Room Totals: 19.648 O 2.931 , a Rhvac=Residential&Light Commercial HVAC.Loads : - - e Software Development,Inc. < <. Elite Gross Electric Inc.. ` : -,-t: , Carriage'House Queensbury:NY:12804'. .- _ °t: . , . .'" . ...... , a:. .. " - .Page 12 System 1 Room Load Summary Htg ': � ` Min':;;;,,::: r, Rii'r'= ';Run- Clg'"-- Clg' ' .Min . :. Act Room = ';,'Area,,, =4Seris-'-:: - ': 'Hf Duc D - - t: ,uct`' Seris:: Lat GigS s, :No Name , - - .. � SF,�:, :�•Btuh . �.. CFM ,, ,., ;:'Size<.`:`: ,,Vel� . :�.Btuh::., ;�:BfuH. :'.'-'::CFM.;... .,';CFM. ---Zone 1--- 1 Storage Room- 80 1,665 22 1-0 0 162 0 7 22 Stair Landing 2 Home Office 306 5,453 72 1-0 0 3,936 0 181 72 3 Bathroom 44 444 6 1-0 0 52 0 2 6 4 Bedroom 1 195 3,346 44 1-0 0 658 0 30 44 5 Bedroom 2 195 3,346 44 1-0 0 658 0 30 44 _6 Stairs — - 80 4,302 57........_-......_.. 1-0 0 269 0 1 -... ..--.._..—57 Zone 1 subtotal 900 18,556 244 5,735 0 264 244 ---Zone 2--- 7 Garage -_-____900-._-_ 19,648 2583-00 2,931 0 135 __......258 Zone.2.,subtotal........................._.......-._900..._......._19,648.......................258............................................-.................._.........._.__.........._2,931 0 135.........._..........._258.... Ventilation................_._.. 4,1122 —_...._.--....... 544 921 ._.... ----- _..---- System 1 total 1,800 42,226 502 6,967 921 295 502 Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+Excursion" method. • • C:\...\Terrano 2 Tuthill Rd,Qby,NY.rh9 Tuesday,August 29, 2023, 10:16 AM n[�•T.r Terrano, Steve & Denise 91-�023i PFS Corporation d7Wa pF TECO f 1 C Tuthill Rd, lot 6 SFb w/fnshd bsmnt 3360 s.f., Gar 1800 s.f. An Employee-Owned Company Dave Seibel FILE COPY May 31,2023 Cozy Cabins,LLC. • 455 East Farmersville Road New Holland,Pennsylvania 12594 Re: Cozy Cabins,LLC,New Holland,PA NYSDOS Systems Approval No. M003-2022-069 • Submittal: CC-948 Steve&Denise Terrano Residence at 2 Tuthill Road in Queensbnry,NY in Warren County • Dear Mr. Seibel, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the 2020 NYS Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS,2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans: _To the best of our knowledge, these plans have been found to be Within compliance with the State of • New York Rules and Regulations,Department of State, Title 19 (NYCRR), Chapter N>PCII Division of . Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records,review and approval. Should you have any questions,please feel free to call this office at any time.. Sincerely, Michelle M. Baker DigitaUysigned by Michelle Baker Staff Plan Reviewer Michelle DN:cn=Michelle Baker,o=PFS-TECO, • • ou=Michelle Baker, michelle.baker@pfsteco.com Baker. email=m3.05.3.baker119-eca.com,c U5 Date:2023.p5.37 73�3�9-04'00' Northeast Regional Office Adobe Acrobat version:2o2ODo5311467 • Enc: As stated above. r , Cc: PFS—File copy (` �� -- Donald Thomas, Jr.,AIA(DOS) r_. •_ ..,.ryVWV _, �' Al ;,; 570,784,8396 417 Central Rd.Ste.2 • Bloomsburg,PA 17815 e.�., _._ 7:-': I/W.PFSTECO.COM a(1Pt.1 i�tiL isl ,'h''`}� r v�sr�rn 4 MARKS YOU CAN NU ON I i DIVISION OF BUILDING STANDARDS AND CODES. STATE OF NEW YORK • DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY HOCHUL 99 WASHINGTON AVENUE GOVERNOR • ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ TELEPHONE:(518)474-4073 SECRETARY OF STATE W W W.DOS.NY.GOV July 14,2022 Mr. Dave Seibel Cozy Cabins, LLC 455 E. Farmersville Road New Holland, PA 17756 NYS RESIDENTIAL MODULAR SYSTEM CODE UPDATE NEW SYSTEM APPROVAL NUMBER: M003-2022-069 PREVIOUS APPROVAL NUMBER: M003-2020-031 Dear Mr.Seibel: In reference to your written application for approval received June 13, 2022 to construct Factory Manufactured Detached One-Family Dwellings System of Models designated M003 2022.069 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes(2020 RCNYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until July 14,2024,unless sooner revoked,and is subject to renewal at that time.A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A,B, C,D Wind Speed: 115 mph to 5139 mph Vult Wind speed >140 mph will require engineered design. Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for Individual review and approval. -- Exposure Category: Exp B, C(standard),and D Climate Zone: 4,5,and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in;"Hurricane - Prone Regions"and"Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location,dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; - "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 14, 2022 under Systems number M003-2022-069." Page 1 of 3 • The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations,mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade,and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction".Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only)showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model,all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"Insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations •' Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5. • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R" values • Field completed insulation assemblies • Building integration details(module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) Page 2 of 3 • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 10 finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs,landings,decks, handrails,lighting,etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations(if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers' Information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order form is available by emailing me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, (-ar)--116m4.-2/— Don Thomas Jr.,AIA/CEO—Senior Architect • Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Pane 3 of 3 • t unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Generated by REScheck-Web Software Compliance Certificate . `r, Project Steve & Denise Terrano (CC-948) t� Energy Code: 2018 IECC I-' ' i ' Location:. Lake George, Newyork ' " )i Construction Type: Single-family \ 21.sq ..,&po-2,b , �' Project Type: New Construction ` ' ,�6` Conditioned Floor Area: 2,317 ft2 / ` ' I. `'. ci Glazing Area 22% *'-t t r 01, Climate Zone: 6 (7377 HDD) \1 Permit Date: i ti, ',� j J.' 05/31/2023 Permit Number: ��/ r , //✓' Construction Site: . Owner/Agent: \ •/ Designer/Contractor: 2 Tuthill Road Garden Time Cozy Cabins LLC Queensbury;NY 12804 t 652 Quaker rd , 455 E. Farmersville Road Queensbury,NY 12804 ',' New Holland,PA 17557- Compliance: Passes using UA trade-off Compliance: 5.2%Better Than Code Maximum UA: 328 Your UA:,311 The%Better or Worse Than Code Index reflects how close to compliance the house Isibased on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ,'•, Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. , i • Envelope Assemblies . Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Dormer Ceiling:Flat Ceiling orScissor Truss .'• - 72 49.0 0.0 0.026 0.026 2 2 Cathedral Ceiling:Cathedral Ceiling 1,151 52.0 0.0 .0:020 0.026 23 30 Flat Ceiling:Raised or Energy Truss 733 43.0 0.0 . 0.023. 0.026 17 . 19 Left Wall:Wood Frame,16"o.c. ' . 483 29.0 0.0 0.049 0.045 19 17 Door: PV 3680-9L:Solid 22 0.180 0.300 4 7 Door;PV 7280-FRENCH DA: Glass 43 0.220 0.300 9 13 Window:PV 3048:Vinyl/Fiberglass Frame, Double. 10 0.240 0.300 2 3 Pane with Low-E Window:PV 3862:Vinyl/Fiberglass Frame,Double 17 0.240 0.300 4 5 Pane with Low-E Window: PV 3036 CSMT:Vinyl/Fiberglass Frame, B 0.220 0.300 2 2 Double Pane with Low-E Front Wall:Wood Frame, 16"o.c. 271 29.0 0.0 0.049 0,045 8 7 Door: PV 9680-PATIO:Glass 53 0.250 • 0.300 13 16 Door; PV 9680-PATIO:Glass 53 0.250 . 0.300 13 16 Front Wall Cathedral:Wood Frame, 16"o.c. 191 29.0 0.0 0.049 0.045 5 4 Project Title:Steve & Denise Terrano (CC-948) Report date: 05/31/23 Data filename: Page 1 of 11 c 1Uniess he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Gross Area Cavity Cont, Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Window:Vista Glass(30'):Vinyl/Fiberglass Frame, 96 0.270 0.300 26 29 Double Pane with Low-E Right Wall:Wood Frame,16"o.c. -_ 483 29.0 0.0 0.049 0.045 18 17 Door:PV 7280-12L-FRENCH DA:Glass Door(over 43 0.240 0.300 10 13 50%glazing) , Window:PV 9048-3:Vinyl/Fiberglass Frame,Double • '30 ,' 0.240 0.300 7 9 Pane with Low-E . Window:PV 3048:Vinyl/Fiberglass Frame,Double `10\ 0.240 0.300 2 3 Pane with Low-E . Window:PV 3048:Vinyl/Fiberglass Frame,Double 10 0.240 0.300 2 3 Pane with Low-E' , 1 i Window: PV 6048-2:Vinyl/Fiberglass Frame,Double 20 4' 0.240 0.300 . 5 6 Pane with Low-E' Rear Wall:Wood Frame,16"o,c. 243 �29.0' 0.0 0.049 0.045 10 9 Window:PV 3862:Vinyl/Fiberglass Frame,Double 0.240 0.300 4 5 Pane with Low-E 17 r + Window:PV 3862:Vinyl/Fiberglass Frame,Double 17 0.240 0.300 4 5 Pane with Low-E �/ , 1\ Loft Wall:Wood Frame,16"o.c. 188 21.0` \ 0.0 0.057 0.045 10 8 Door:3280-INT(solid wood):Solid . • 19 0.500 0.300 10 6 Stair Walls:Wood Frame, 16"o.c, 106 15.0 ' ''0.0 0.077 0.045 7 4 Door:3280-INT(solid wood):Solid ',, 19 • ` 0.500 0.300 10 6 Dormer Walls:Wood Frame, 16"o.c. 93 21.0 0.0'2 0.057 0.045 4 3 Window:PV 6048-2:Vinyl/Fiberglass Frame,Double 20 ' 0.240 0.300 5 6 Pane with Low-E . Main Floor:All-Wood Joist/Truss,Over.Unconditioned 1,649 30.0 0.0 0.033 0.033 54 54 Space Stair Ceiling:All-Wood joist/Truss,Over 31 15.0 0.0 0.057 0.033 2 1 • Unconditioned Space 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`handatory requirements listed in the REScheck Inspection Checklist. Dwayne Keister-Designer/Draftsman ':, , ,. l� ,_c___ ,„,, 05/31/23 Name-Title S naure 1 Date Project Notes: Lake George used due to Queensbury not in REScheck , 05/31/2023 • Project Title: Steve&Denise Terrano (CC-948) Report date: 05/31/23 Data filename: ' Page 2of11 • 'bless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. REScheck Software Version : REScheck-Web fisInspection 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 ODoes Not (PR1]1 ;energy code compliance for the !building envelope.Thermal ONot Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate ODoes Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ;Systems serving multiple ❑Not Applicable !dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. 302,1, Heating and cooling equipment is Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ODoes Not (PR2]2 on loads calculated per ACCA Cooling: Cooling: ' Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. !ONot Applicable Additional Comments/Assumptions: 1 t High Impact(Tier 1) fiMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Steve& Denise Terrano(CC-948) Report date: 05/31/23 Data filename: Page 3 of 11 • `unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Section Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering Is installed to ❑Complies (F011)2 protect exposed exterior Insulation ❑Does Not gradextends a minimum of 6 in.below ❑Not Observable, e. ❑Not Applicable ; 403'.9 Snow-and Ice-melting system controls ❑Complies (F012)? Installed. ❑Does Not Qi ❑Not Observable ONot Applicable Additional Comments/Assumptions: 11 I High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 JLow Impact(Tier 3) Project Title: Steve&Denise Terrano(CC-948) Report date: 05/31/23 Data filename: Page 4 of 11 i -iunless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Section Framing/Rou h-!n inspection Plans Verified Field Verified 9 p Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Door U-factor. U- U- '❑Complies See the Envelope Assemblies 402,3.4 I ❑Does Not table for values. [FRl]3 ; :DNot Observable 1 'DNot Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, ;average). ❑Does Not table for values. 402.3.3, 402.5 .❑Not Observable [FR2]3 ' ❑Not Applicable ® 1 303.1.3 ;U-factors of fenestration products; ;❑Complies [FR4]1 ;are determined in accordance 1 ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. I } DNot Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]3 ;installed per manufacturer's ❑Does Not a I instructions. ['Not Observable I DNot Applicable 402.4.3 !Fenestration that Is not site built ❑Complies [FR20]1 Iis listed and labeled as meeting ❑Does Not 44 IAAMA/WDMAJCSA 101/I.S.2/A440 !or has infiltration rates per NFRC r Pilot Observable ;400 that do not exceed code DNot Applicable limits. 402.4,5 IC-rated recessed lighting fixtures -❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ,. DNot Applicable 403.3.1 ;Supply and return ducts in attics "❑Complies [FR12]1 'insulated>=R-8 where duct is ❑Does Not ; , ;>=3 inches in diameter and>= ;R-6 where<3 inches.Supply and ❑Not Observable ;return ducts in other portions of i DNot Applicable ;the building insulated>=R-6 for ;diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter `❑Complies [FR13)1 i boxes are sealed with ; ❑Does Not 0 :joints/seams compliant with International Mechanical Code or j ONot Observable International Residential Code,as: DNot Applicable applicable. 403.3.5 :Building cavities are not used as ❑Complies [FR15]3 :ducts or plenums. ❑Does Not 'V i ❑Not Observable DNot Applicable • 403.4 HVAC piping conveying fluids R- R- ;❑Complies • [FR17]2 above 105 9F or chilled fluids ;❑Does Not below 55°Fare insulated to zR- ;ONot Observable DNot Applicable • 403.4.1 •Protection of Insulation on HVAC ❑Complies (FR24]1 piping. ❑Does Not 4' ONot Observable DNot Applicable 403.5.3 Hot water pipes are insulated to R- R- !DComplies (FR18]2 aR-3. ;DDoes Not J ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Steve& Denise Terrano (CC-948) Report date: 05/31/23 Data filename: • • Page5of11 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 'Automatic or gravity dampers are °Complies (FR19P Installed on all outdoor air °Does Not intakes and exhausts. • pNot Observable °Not Applicable Additional Comments/Assumptions: Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. • • I 1 rHigh Impact(Tier 1) J 2 1Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Project Title: Steve& Denise Terrano(CC-948) Report date: 05/31/23 Data filename: Page 6of11 1 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies (W13]2 or the installed R-values ODoes Not 44 provided. ['Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- i R- ;❑Complies See the Envelope Assemblies 402.2.6 i ❑ Wood El Wood :❑Does Not table for values. [IN1]1 ❑ Steel (1! ❑ Steel i❑Not Observable l ;❑Not Applicable , 303.2, Floor insulation installed per ❑Complies 402.2.8 'manufacturers instructions and ODoes Not [IN2]? !in substantial contact with the ❑Not Observable underside of the subfloor,or floor framing cavity Insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous insulation is installed on the i underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing l members. 402.1.1, ;Wall insulation R-value. If this is a R- I R- iDComplies See the Envelope Assemblies 402.2.5, !mass wall with at least of the ❑ Wood ❑ Wood l❑Does Not table for values. 402.2.6 Iwall Insulation on the wall '❑ Mass . ❑ Mass [Not Observable (IN311 exterior,the exterior insulation 0 requirement applies(FR10). ID Steel 0 Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ['Complies [IN4]1 i manufacturer's instructions. ODoes Not ❑Not Observable ❑Not Applicable , Additional Comments/Assumptions: Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. 1i High Impact(Tier 1) I-2 Medium Impact(Tier 2) 3 I Low Impact(Tier,3) Project Title: Steve & Denise Terrano(CC-9413) Report date: 05/31/23 Data filename: Page 7 of 11 sunless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling Insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, " ID Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable • 402.2.E[FIl] j • i❑Not Applicable ' I I 303.1.1.1,;;Ceiling insulation installed per ❑Complies 303.2 1 manufacturer's instructions. .❑Does Not [F12]1 . ,Blown Insulation marked every ' ;300 ft2. DNot Observable I ❑Not Applicable 402.2.3 Vented attics with air permeable ; ❑Complies [FI22]2 insulation include baffle adjacent DDoes Not to soffit and eave vents that extends over insulation. :Not Observable DNot Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3]1 :insulation R-value of the ❑Does Not adjacent assembly. , :Not Observable •❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa.<=5 ACH 50= -ACH 50= DComplles [F117]1 •ach in Climate Zones 1-2,and ❑Does Not <=3 ach In Climate Zones 3-8. DNot Observable • DNot Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 I❑Complies [F127]1 determine air leakage with ft2 ft2 '❑Does Not either:Rough-in test:Total leakage measured with a DNot Observable pressure differential of 0.1 inch DNot Applicable iw.g.across the system including the manufacturer's air handler ;enclosure if installed at time of test, Postconstruction test:Total ' leakage measured with a pressure differential of 0.1 inch ; w.g.across the entire system Including the manufacturer's air i handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]1 f 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 DNot Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F12411 :by manufacturer at<=2%of ODoes Not design air flow. ; ONot Observable i ❑Not Applicable . 403.1.1 Programmable thermostats ❑Complies [F19)2 installed for control of primary ❑Does Not heating and cooling systems and • initially set by manufacturer to DNot Observable code specifications. DNot Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not DNot Observable : :Not Applicable 403.5.1 Circulating service hot water ❑Complies [Fi11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable DNot Applicable l i. High Impact(Tier 1) ' 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Steve& Denise Terrano (CC-948) Report date: 05/31/23 Data filename: Page 8 of 11 :mless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 All mechanical ventilation system :DComplies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy j and air flow limits per Table DNot Observable R403.6.1. DNot Applicable 403.2 Hot water boilers supplying heat ! ,❑Complies (F12612 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water • ['Not Observable temperature based on outdoor DNot Applicable temperature. 403.5.1.1 Heated water circulation systems " '❑Complies [F128]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- ❑Not Applicable syphon circulation systems are ; 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 ❑Compiles [F129]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 DNot Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that DDoes Not manage operation of the pump and limit the temperature of the ['Not Observable water entering the cold water ❑Not Applicable piping to<= 104gF. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat DNot Observable recovery units< 3 psi for DNot Applicable Individual units connected to one 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 [FI6)1 fixtures have high efficacy lamps. ❑Does Not • DNot Observable • DNot Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not • • DNot Observable DNot Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not [Not Observable DNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Steve& Denise Terrano(CC-948) Report date: 05/31/23 Data filename: Page9of11 a Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 ;Manufacturer manuals for • [Compiles [F118]3 :mechanical and water heating [Does Not ;systems have been provided. ! [Not Observable ❑Not Applicable Additional Comments/Assumptions: Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. • • [11 High Impact(Tier 1) } 2 jMedium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Project Title: Steve& Denise Terrano(CC-948) Report date: 05/31/23 Data filename: Page 10 of 11 gs2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 29.00/ , Below-Grade Wall 0.00 Floor ` 30:00 Ceiling/Roof Ductwork(unconditioned spaces): ,' Glass & Door Rating U-Factor SHGC Window 0.27 0.23 Door 0.25 0.25 Heating & Cooling Equipment Efficiency Heating System: • Cooling System: • Water Heater: • Name: Date: Comments - Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Page 11 of 11 •. Steve & Denise TerranoNOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Steve&Denise Terrano SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 2 Tuthill Road, Queensbury,NY 12804(Warren County) Site Coordinates: 43.3046,-73.7382 _ PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ® New Residential Structure ❑ Addition to Existing Residential Structure • ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ® Truss Type Construction (TT) ® Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) ®. Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner 0 Owner's Representative • Job --- - - ----Truss _— .Truss Type -- - - QV !Ply (Cozy Cabins 212 108367 D1124943 ROOF TRUSS 1 I_ 1 UFP Industries bx.,�dd Rapids,MI 49525,Mike Patten .---- . 8A30 a Jan 4 2021 MTek Industries,Inc.Mon Nov 2910:38:42 2021 Copyright 02021 UFP Industries,Inc.All Rights Reserved f 15-0-12 pf�Ip 40-5 - 11-0-7 h 4 • \� r 10 / 11 3 / 6 g 12 10.0012 ,t;.p . Z W N...., d . Note:Hinge centered !Note:Hinge centered I' \ ,,s5/ / \\ Zzil at 4"from top edge 1_at 4"from top edge \ 3x9/ `^C ,(one face)% •• 18-60(40psf BCLL)- • \(one face) . SMH18D/ '. SMH180 �g.p e a 1 .:-__ Yi d'••-• 7 67r8= 13 S 14 eft'= 0-2-12 5..10-0 5-3-3 -- -3-8-13 r -9-0-0 5-10-0 0-2-12 it_ 30-1-8 Plate Offsets(x;Y)-_i1:0-0-7,D-3-7(,j1:1-0-1.D-3-111,12.41-0,0-1-101,(6:0-1r1,0.1-101,17:0-5-2,0.8.21:17:0-0.1,0-3-71 ------ • SPACING-:2-0-0 SPACING-:1-4-D -1 SPACING,:1-0-0 Y C51. DEFL in (lac) Udell L/d PLATES GRIP LOADING(psf) LOADING(psi) ' LOADING(psi) Plate Grip DOL 1.15 TC OA1 Vert(LL) -0.38 1-8 >468 240 MT20 137/130 TCLL 35.8 TCLL 53.7 TCLL 71.5 Lumber DOL 1.15 BC 0.92 Vert(CT) -0.46 1-8 >383 180 MT18HS 137/130 (Ground Snow-0.0) (Ground Snow=75.0) (Ground Snow=100.0) Rep Stress Inch YES WB 0.00 Horz(CT) 0.10 3 n/a n/a TCDL 10.0 TCDL 15.0 TCDL 20.0 ECU. 0.0• BCLL 0.0• BCLL 0.0••-1 ' Code IBC2018/TP12014 Matrix-R i Weight 220 lb BCOL 10.0 BCDL 15.0 I BCDL 20.0 FF=OS LUMBER- BRACING- TOP CHORD 2x12 SPF Not*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 at puffins. IF] T1:1.5 x 1125 Murphy LVL 2.0E BOT CHORD Rigid ceting directly applied or 2-2-0 oc bracing. BOT CHORD 2x12 SPF No.2 REACTIONS. (Ib/slze) 1=833/0.3-8 (min.0.1-10),7=833/0-3-8 (min.0-1-10),8=289/63.0(min.0-1-8),3 662/0-5-0 (min.0-1-8),5=662/0-5-0(min.0-1-8) Max Horz 1=348(LC 8) Max Upliift1=35(LC 13),7=-35(LC 12),8=8(LC 12),3=-478(LC 12),5=-478(LC 13) Max Grav1=1040(LC 23),7=1041(LC 4),8=1849(LC 21),3-870(LC 19),5=867(LC 20) FORCES. (to)-Madmen Compression/MaxImum Tension j TOP CHORD 1-2=-737/28,2-9=588/76,3.6=235/125,3-10=-441/107,410=297/112,4-11=-294/111,5-11=-444/106,5-12=234/127,6-12=-581/76,6-7=-740/28 HOT CHORD 1-13=162/423,13-14=-162/423,8-14=162/423,8-16=162/423,15-16=162/423,7-16=162/423 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=23W146/447/0,4=248/113232/0,5=239/147/442M,8=162/423/925/0 I • NOTES- 1)Wrnd:ASCE 7-16;Vutp115mph(3-second gust)Vasd=9lmph(024in o.c.;TCDL=1.5psf;BCDL=1.5psf,(Alt.141mph®16in o.c.;TCDL=2.3psf; • BCDL=2.3psf);(Ah.163mph @121n o.c.;TCDL=3,1psF BCDL=3.1ps1);h=3011;"CaL It Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C ' Exterior(2E)0-4-6 to 3-0.8,Interior(1)3-4-8 to 12-0-0,Exterior(2R)12-0-0 to 18-0-5,'Merlotti)18-0-5 to 26-9-0,Exterior(2E)26-9-0 to 29-9-2 zone;C-C for members and forces&MWFRS for reactions shown;lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=50.0 psf,Ps=35.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=0.93;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)AN plates are MT20 plates unless otherwise Indicated. - ftr; w� 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must he made to prevent lateral movement of hinged member(s)during transportation. �iI �( �y� 8)Al additional member connections shall be provided by others for forces as indicated. ii" 9)This truss has been designed fora 10.0 psi bottom chord five load nonconcurrent with any other live loads. Ai o ir filr EEO 10)•This truss has been designed for a live load of 20,0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wit fit between the t t�O Pilaff SSIO1, -4 chord and any other members,with BCDL=10.opsf. ri 11J 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 1,35 lb uplift at joint 7,8 lb uplift at joint I ? KE N E C CMAN ', uplift at joint 3 and 47B lb uplift at joint 5. 'u o-t ►� 12)Beveled plate or shim required to provide full bearing surface with truss chord at joints)3,5. • 13)This truss Is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/iPl 1. r_ €tl -F Sy 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '� 1 Pt " f ,aT$ 15)This truss is designed In accordance with the 2015 IBC Sec 2306.1 and referenced standard ANSUTPI 1 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the buiding Is put Into service. lN 17)The field-installed members we en integral part of the thus design.Retain a design professional to specify final field connections end temporary suppo t �s Y �� field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 18)Based on D1124921-Reduced loading from 60 psf The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 11/29/2021 on whether e truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. I AWARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(618)-365-0060 GRAND RAPIDS,M149525 Truss shalt not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing.Concoction and tilling forces have not been considered.The builder is responsible for thing methods and system design.'Builder responsfiOies are defined under TP11.Tits design is based only upon parameters shorn,end is for an individual budding component to be Installed end loaded vertically.Applicability of design parameters end proper incorporation of component Is responsibility of building i designer-not truss designer.Bracing shown Is for!Were!support of Individual web members only.Additional temporary bracing to insure stabBity during construction is the responsibility of the erector.Adrtional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding -di INN ' fabrication.quality control,storage,delivery,erection and bracing.consutt BCS11-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available _ TV from WTCA,6300 Enterprise LN,Madison,WI 53719 J:lsupportMMtekSuppslemplatessurp.tile • UFP INDUSTRIES Job Truss MFG Customer 108367 D1124943 212 COZY CABINS The professional engineering seal indicates that'a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ``%%%'Amu utur414. +14It11/ c et.'"" a W. aF w C. Wit. ,r jli t��r 1 A. + Kt .�• 7' .' er k• v $fit �1. c. Cra Nm.Viti WI *a ir- >gfdru ehr±rcartties �— ��111iQL Q sue ; f` �; � • •„ ,r . + 46, niece were oczazndarpawte I� .r.r.,p ` g - brma.s1i this t urn r city Carmel prdeeder,� 46+ �CI At 1" 1A p- - �`~ cwrea Ito*ma ogres 6noaditareirc .0.it l 1„!+`' °PESSICS Liwxa Ho 2559 t,bi ro Dye: io4d'7D� „minlIlittp ti cc 1. 0 E*i ew• i* E. i 3J7�7TTy�1n1�'6ST' I • • Corporate Engineering 2801 East Beltline,NE Grand Rapids,MI 49525-9736(616)364-6161 Fax (616)365-0060 Job Truss 'Truss Type lay- Ply Cory Cabins 212 108367 D1124944 MONO TRUSS I1 1 UFP Industries Inc.,Grand Rapids,MI 49525,Mite Patten BA30 a Jan 4 2021 MRek Industries.Inc.Mon Nov2910:39:19 2021 Copyright€2021 UFP Industries,Inc.Ail Rights Reserved 1-9-12 13-1-8 , to.00 /2 .(L/2' • ^� 3 3x9\\ 9 (onefece r SMH1BD, F\� Note:Hinge centered 2 . I� ( at 4"from top edge . ,1 1,- - .� `,2 ,,1 . d=l • /T1'_. m r� , w I 1 40ps1BCLL ---_._ - -- -- - e4 E. mil d + - B1 ,� i. • _..__ 15 ri 4x6II 4 az-12 14-8-8 14-11-4 Plate Offsets LX Y)=(1142-8,0.0-5((i:0-1-4 O-0.10j,(2:0-2-6,0-5-0) _ _ SPACING.:2-0-0 'SPACING-:1-4-0 SPACING-:1-0-D CM. DEFL. �in (bc) t/detl Ud PLATES GRIP LOADING(psi) LOADING(psi) LOADING(psf) Plate Grip DOL 1.15 TC 021 Vert(LL) -023 1-4 >755 240 MT20 197/144 - TCLL 35.8 1 TCLL 53.7. TCLL 71.5 I (Ground Snow=75.0) (Ground Snow=10D.0) Lumber DOL 1.15 BC 0.41 Vert(CT) -029 1-4 >603 180 MT18HS 197/144 (Grand Snvw 50.D) Rep Stress incr YES WB 0.00 Horz(CT) 0.07 3 rda rda TCDL 10.0 TCDL 15.0 TCDL 20 0) BCLL 0.0 • BCLL 0.0• ' BCLL 0.0• Code IBC2018/TPI2014 Matrix-R Weight 80 lb BCDL 10.0 BCDL 15.0 BCDL 20.0 _ LUMBER- -�- BRACING- TOP CHORD 2x10 SP 2400F 2.OE'Except TOP CHORD Structural wood sheathing erectly applied or 6-0-0 oc paths. (P) T2:2x12 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x12 SP 2400F 2.0E REACTIONS. (lb/sae) 4=149/Mechanical,1=23610-36(min.0-1-8),3=47/Mechanical Max Horz 1=75(LC 12) Max UpTdt1=-8(LC 12),3=25(LC 12) Max Grev4=733(LC 21),1=752(LC 21).3=66(LC 19) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=120/7,2-3=11/7 BOT CHORD 1-4 0/0 NOTES- 1)Wind:ASCE 7-16;Vutt=115mph(3-second gust).Vasd=9lmph @24in o.c.;TCDL=15psf,BCDL=1.5psf(AIL 141mph @16in o.c.;TCDL=2.3psf; BCDL=2.3pst);(Att.163mph @12in o.c.;TCDL=3.1psf,BCDL=3.1psi;h=308;Cat.11;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i 2)TCLL:ASCE 7-18;Pg=50.0 psi,Ps=35.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs i.93;Ct=1.10 f 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise Indicated. 6)See HINGE PLATE DETAILS for plate placement • 7)Provisions must be made'to prevent lateral movement of hinged member(s)during transportation. 8)This truss has been designed fora 10.0 psf bottom chord five load nonconcurrent with any other live toads. 9)•This truss has been designed for a live toad of 20.0psf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at Joint 1 end 25 lb uplift at Joint 3. 11)This truss Is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSl/TPI 1. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 13)This buss Is designed In accordance with the 2015 IBC Sec 2306.1 and referenced standard ANSI/TPI 1 t'Pdta°ery; 14)Take precaution to keep the chords In plane,any bending or twisting of the hinge plate must be repaired before the building is put Into service. / WE 15)The field-instated members are an Integral part of the truss design.Retain a design professional to specify final field connections arid temporary suppo t�+.0 Kitrot��l`�'7: field-instated members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 41 4`� 16)Based on Di 124922-Reduced loadsrg from 60 psf e FBOFESSIONAL O . Z t. . i IcEVI`I,W'€BMAN. -` Y Eli . / t '� y-� P 1 f r+tip 'Ir4ir.. i0 The professional engineering seal Indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination I 11/29/2021 . on whether a buss design is acceptable under the locally adopted building code rest with the building official or designated appointee. A WARNING - Verify desi nparameters and READ NOTES UFP Industries,Inc. 2801 FAST BELTLINE RD,NE g PHONE(818)-364-6161 FAX(616)-365.0060 GRAND RAPIDS,MI 49525 Truss shag not be cut or modified without approval of the buss design engineer. j This component has only been designed for the loads noted on this drawing.Construction end!Ming forces have not been considered.The builder Is responsible 1 for muting methods end system design. Balder responaiblites are defined under TPl1.This design Is based only upon parameters shown,end is for on individual building component to be Installed and loaded vertically.Applicability'of design parameters and proper Incorporation of component Is responsibility of building ' designer-not truss designer.Bracing shown Islet lateral support of individual web members only.Addirionet temporary bracing to Insure stability during construction - 1 is Ina responsibility of the erector.Additional permanent bracing of the overall structure is the responslliy of the building designer.For general guidance regarding '' rr fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Tess Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\supportlMitekSupp\templatestufp.tpe liti. UFP INDUSTRIES Job Truss MFG Customer , 108367 D1124944 212 COZY CABINS The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,moniiiifti 1 ,,,1,,s�F Ma /y,` 11 i ' /11 V NEW l • ,..1 to � . ' ee '4� W F� ,AtiV.4 - °.�9y KEw F VA � I VI ,, R Ir• : ei — h : B. ..., idg ..,...., Ti"..4 S * 4*r 1. .1 'X ' : .i Wei,II : ,...r• kir Witt! VI ''. "- N $I.• O �� t'. i — — _ 7. r ,ham ` C- riitrt -- i ,me/yew 1VA :*�C� r- .;*Slti yk��. 0a► i i ^: 6 Uwe,'• Hoch•31 4.M o!e?6=d L1aM.ra v7„�Ho z i.crr Data taxi,�u 1/P a l l i d 01,W,►ptituan, '-g°*,:le 8NF4 'zi*F. E. Ili i s srfigNs �•e j" `�i% /ONAL� �e • • • Corporate Engineering 2801 East Beltline,NE Grand Rapids,MI 49525-9736(616)364-6161 Fax(616)365-0060 • Job 'Truss Truss Type Oty Ply Cabins 212 , 1108367 D1125046 KINGPOST 1 1 iCozy . UFP Industries inc., rend Rapids,MI 49525,NM Patten 8.430 a Jen 4 2021 MRek Industies,Inc Mon Feb 2013:15:14 2023 Copyright W2021 UFP Industries,Inc.All Rights Reserved •.Replaccormces d p print Issued Mon Nov 2910:40:44 2021 1— 11-0-11 '� 4 0-1 1 4-o-4 ' 11-0-8 -- i - off: ,t�� T3 T3'� / 11 / 12 10 13 toJ>o 1z ^y1"° H \\ /0.5.0 ' \ 3xs�� / \ axe zi ' (one face ' (one face) - sM26, /!Note:Hinge centered I Note:Hinge centered\ H1Bo N 1 z' ) at 4"from top edge 1 at 4"from top edge « 7 N x �I o Bt 9 ESea Noce 12� 4Sea Note/2f : 1 5x7= 8Sx7-= 1-4-0 0-2-12 0-2112 27-0-0 - — 1401 i ____ 30-1-8 r t- �Plate Offsets(X.Y_ t1:00.0-3-0),12:0-1-0,0-1-101,I 010],17 3•D1--S_0-1-4, -1- :Edge,0 — —=------ -- — — — SPACING-:2-0-0 SPACING-:1-4-0 SPACING-:1-0-0 l C.SI. DEFL In (los) Udell Lid PLATES GRIP i LOADING(psi) LOADING(psi) . LOADING(psf) TCLL 35.8 TCLL 53.7 TCLL 71.5 Plate Grip DOL 1.15 TC 0.44 Vert(LL). 0.00 1 >999 240 MT20 137/130 (Ground Snow=50.0) (Ground Sno,v=75.0) (Ground Snow=100,0) Lumber DOL 1.15 I BC 0.16 Vert(CT) 0.00 1 >999 180 MT18HS 137/130 TCDL 10.0 TCDL 15.0 i TCDL 20.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 Na Na BCLL 0.0• BCLL 0.0 BCLL 0.0 •• Code IBC2018/TP12014 Matrix-R Weight 1191b FT BCDL 10.0 ! BCDL 15.0 I BCDL 20.0 ! =096 — --- -- LUMBER- BRACING- TOP CHORD 2x12 SPF Not Except TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. IP] T1:1.5 x 1125 Murphy LVL 2.0E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 2x10 SPF No.2 REACTIONS. (Ib/stze) 9-12/Mechanical,1=767/D-3-8 (min.0-1-8).7=767/0-3-8 (min.0-1-8),8=-12/Mechanical,3=710/0-5-0 (milt 0-1-13),5=710/0.5-0 (min.0-1-8) Max Horz 135(LC 12),8=435(LC 13) Max Uptift9=445(LC 12),1=-29(LC 8),7=-29(LC 9),8=445(LC 13),3=-429(LC 12),5=-430(LC 13) Max Grav9=198(LC 10),1=829(LC 24),7=829(LC 25),8=198(LC 11),3--918(LC 19),5=915(LC 20) - FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2-788/0,2-10--626/56,3-10=2381123,3-11=-467/82,4-11=317/98,4-12=313/97,5-12=-470/81,5-13=-237/125,6-13-619/56.6-7=79110 BOT CHORD 1-9=145/435,7-8-145/435 • REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(lb)/Maximum Shear f b)/Maximum Moment(Ib.ln) 3=235/149/47410,4=260/101/242/0,5=238/150/470/0 • NOTES- 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=9lmph(024In o.c.;TCDL=1.5psf;BCDL=1.5ps1;(Alt.141mph 16m o.c.;TCDL=2.3psf, ' BCDL=2.3ps1);(Alt 153mph 612In o.c.;TCDL=3.1psf;BCDL=3.1pst);h=30ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C • Exterior(2E)0-4-8 to 3-4-8,Interior(1)3-4-8 to 12-0-2,Exterior(2R)12-0-2 to 18-0-2,Interior(1)18-0-2 to 26-9-0,Extertor(2E)26-9-0 to 29-9-0 zone;C-C for members and forces&MWFRS for reactions shorn;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=50.0 psf;Ps=35.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=0.93;Ct=1.10 1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced sncnv loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. . 6)See HINGE PLATE DETAILS for plate placement. .7)Provisions must be made to prevent lateral movement of hinged mernber(s)during transportation. , � 8)All additional member connections shall be provided by others for forces as indicated. iQ _1(�. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tiEtit�lktlW 7��n 10)•This truss has been designed for a five load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-D tall by 2-0-0 wide will fit between the t chord and any other members. It„%0 PROFESSIQila'ta 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 445 lb upfdt at joint 9,29 lb uplift at joint 1,29 lb uplift at loft Eb uplift at joint 8,429lb uplift at joint 3 and 430lb uplift et joint 5. KEVINA4RF MAN k 12)Provide support to resist horizontal reactions of 435 lb at joint 8&9 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. E j 14)This truss is designed in accordance with the 2018 International Build-mg Code section 23116,1 and referenced standard ANSI/rPI 1. (-= _ . F ' 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1-11 16)This buss Is designed in accordance with the 2015 IBC Sec 2306.1 and referenced standard ANSI/TPI 1 x. 1 • 1' l� f// 17)Take precaution to keep the chords In plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. c`:J'CL /� 18)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections end temporary suppo �9`' •aAI�° field-Installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the fiat set position. 19)Based on D1125022-Reduced loading from 60 psf The professional engineering seal indicates that a licensed professional engineer has designed the Wss under the standards referenced within this document,not necessarily the current state building code:The engineering seal is not en approval to use in a specific state.The final determination 2/20/2023 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. AWARNING .-Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTUNE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-3646161 FAX(616)-365 0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for rating methods end system design. Bolder responsibilities are defined underTPI1.This design Is based only upon parameters shown.and Is for an-Individual balding component to be installed and loaded vertically.Applicability of design psrerheters and proper Incorporation of component is responsibility of building - glii' designer-not truss designer.Bracing strewn le for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibly piffle erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding .O11 N fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Insrdute Recommendation available . from WrCA,6300 Enterprise LN,Madison,WI 53719 J:lsupportWltekSupp\lemptalesWip.tpe Iti. UFP INDUSTRIES Job Truss MFG Customer 108367 D1125046 212 COZY CABINS The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design In a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,l,,lpllllllr3nyyy,, _ i ti 1 i 1 1 1 ♦��`9V��llll•M.q 4"i, #;� . NE,Iti f f j. O f N E 14, 14 1 lifyii) i f 1-, N''' iirtls &`ti •,6-3% • C'�`�, �� / • �� sty �.r0^ x • '� +a J)�_< si _ s lurtw4nolt :•n lb.cl+ycw-ty putt �. �`' .....,* %L1% 4 0,-4.titct. .-LL pre wysn crisis arMnt'd / 1 by rn,ont dud I pm t,ILly L:crnc3 prat.:nr:. �e l (NAL 0 - p_ y� ��++4q �.�/ GNre•aet urger pm Irv,cE Cne Gsl.•blr Mb-pl+M, el �� --+V S.7t1�� l+m„x No 23531 Irpnntinn CLe 1ccye.a514 /f 1 1 1 1 1 1%vt * x+ 11 4 :*E 11,e `ny++JnstnIS • UFP Factory Built 2801 East Beltline,NE Grand Rapids, MI 49525-9736(616)364-6161 a - Job Truss - !Truss Type Qty illy Cory Cabins 212 108367 01125047 MONO TRUSS 1 1 UFP Industries Ina,�andd Rapids,MI 48525,Mike Patten 8.430 a Jan 4 2021 WTek Industries,Inc. Mon Nov 2910:31:15 2021 CopyrightU2021 UFP industries,Inc.All Rights Reserved 1-9-12 • l 4q 10.00 3 I �� 1, Safi /11 (one face) r_V q, Sk1it1BD /9 a Note:Hinge centered - 2 at A"from top edge l 1 rZ_ N • a - T1 •- Aig I' • -I 11 . 4 N \�i 4x5 11 4 0•2-12 1-4-0 ° 0 ` 0-3-0 1-9-12 • Plate Offsets(X,Y)--.11:0-2-3,Q451,(2:0-1-4,0-0-10],(2:0-2-5,0.8-12( SPACING-:2-0-0 - r SPACING-:1-4-0 SPACING-:1-0-0 I Q CSI, j DEFL. In (km) Udell lid PLATES GRIP LOADING(psf) LOADING(psi) LOADING(ps Plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 1 >999 240 MT20 197/144 TCLL 35.8 TCLL 53.7 TCLL 71.5 Lumber DOL 1-15 BC 0.04 Vert(CT) -0.00 1 >999 180 MT18HS 197/144 (Ground Snow--50.0) (Ground Snovr-75.0) (Ground Snot+r-100.0)TCDL 10.0 TCDL 15.0 Rep Stress Incr YES B 0.00 Horz(CT) 0.00 3 Na Na Code IBC2018/TPI2014 Matrix-P Weight 14 lb BCLL 0.0• BCLL 0.0 • W TCDL 20.0 BCLL 0.0 • FT=0% BCDL 10.0 BCDL 15.0 J BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x10 SP 2400F 2.0E'Except* TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purtins. (PJ T2:2x12 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 SPF No.2 REACTIONS. (lb/size) 4=40/Mechanical,1=81/0-3-8 (min.0-1-8),3=49/Mechanical Max Hors 1 a73(LC 12) Max Uplif14=51(LC 12).3-26(LC 12) Max Grav4=51(LC 19),1=108(LC 19),3=69(LC 19) • FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2-123/15.2-3=24/11 BOT CHORD 1-4=0/0 NOTES- 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=9lmph fp24ln o.c.;TCDL=1.5psf;BCDL=1.5psf;(AIL 141mph ffg161n o.c.;TCDL=22pst: . BCDL=2.2ps1);(AIL 163mph @12in o.c.;TCDL=3.Opsf;BCDL=3.0psf);h=30ft;Cat II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)zone;GC for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=50.0 psf Ps=35.8 psi(Lum DOL=1.15 Plate DOL=1.15);Is=1.1);Rough Cat C;Partially Exp.;Ce=1.0;Cs=0.93;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise Indicated. 6)See HINGE PLATE DETAILS for plate placement 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)TNs truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)•This truss has been designed for a rive load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide w➢I fit between the be chord and any other members. uz nfshv+e r y 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at Joint 4 and 26 lb uplift at joint 3. f1°0 W E�q ''i- 11)This truss is designed In accordance with the 2018 International Building Code section 2306.1 end referenced standard ANSUTPI 1. t* ��IZ•te. 12)This truss is designed in accordance with the 2015IBC Sec 2306.1 and referenced standard ANSUTPI 1 t. t GERI31Ei11 I 13)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the bidding is put into service. 0 �0% 14)The field-Installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary suppo a`U PROFESSIONAL NflL,N-0 field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 4 tt 15)Based on D1125023-Reduced loading from 60 psf ; KEv E M AN - E16 ~ [ Yt .1 ► 7.14 svL. 0a • The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current slate building code.The engineering seal is not an approval to use in a specific state.The final determination 11/29/2021 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. • AWARNING -Verify design parameters and READ NOTES PHONE(616)-364-6161 FAX(616)-365-O080.2 GRAND RAPIDS,MI 495 5E Truss shall not be cut or modified without approval of the truss design engineer. . This component has only been designed for the loads noted on this drawing.Construction end lifting forces have not bean considered.The bolder is responsible • for lifting methods and system design.&rider responsibilities are defned under TPl I.This design is booed only upon parameters shown,end is for an Individual building component to be installed.end loaded vertically.Applicability of design parameters end proper incorporation of component is responsibidy of building - designer-not buss designer.Bracing shaven is for literal support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding .4/allitry, fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-09 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WrCA 6300 Enterprise LN,Madison.WI 53719 J:lsupporslJitekSuppuemplaleslufp.tpe UFP INDUSTRIES Job Truss MFG Customer 108367 D1125047 212 COZY CABINS The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design In a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,otso um ii 1111,.NINF Ile ii �� , J ` ° � 0�4:5 F4:Zi U � it, c. Ct t . c r.X1.a St wwn LI Mb,rYJ dva3 am a Wy lna�.r7 Lre'tccr t A• Liotem r. sn�E ,uz'.ac n ��I/ I 11 1�,� • ° i S tiQ1411Se • 100113,3444, 4 tr...'iN. F.,%.(ti r. , Corporate Engineering 2801 East Beltline,NE Grand Rapids,MI 49525-9736(616)364-6161 Fax(616)365-0060 , • _______ ' Job Truss Truss Type • DIY I Phi Cozy Cabins 212 112225 M1032407 MONO TRUSS 1 I . _ tTFFindutstries Inc.,Aand Rapids,MI 49525,Mike Patten 8.620O Sep 222022 MITek la-du safes,Inc.Tue Jr 24 15,33:18 2023 Copyright W2023 UFP Industries,Inc.All Rights Reserved 8-6-0(3_4 psi Cht Load) _ I - --T- 1 i 7 __________ t i - -------1 ____Y ._7_ I----; - . 5-10-3 4-9-5 -.. i . ----- . - ca 11 . . _..- . 3.00 rii __---- 6 _. -- .- 1,, ---- ITITI - - -- . -i4- -'- _. -- , _ ,---- --- _---- - - . . -- -- 4.5 r---- ___ --.-_• -- __------- _•- - - a 15 . •7 . -• --- - 14 __.- - .__.- ----- -- --_„. --- - 75 .. i . • . _. ii - -- i I ii- _- - - l ____- -- -- - --- Wt- __ ..- _- 1 -- '- -_ ---- _ 1 B1 - I 1 1 __.._ 12 13 1\ 1\ Designed for porch application,fully exposed to wind 0-7-12, 9-11-12 _ . 10-7-8 2-1-0 ___ -------- ---------- - _ Plate Offsets AY)-13:0-3-1,0-0-81____ LOADING(psf) SPACING- 2-0-0 , CS,. DEFL in (bc) Vdefl Lid PLATES GRIP TCLL 8.5 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 020 6-11 >636 240 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.39 Vert(CT) 0.15 6-11 >808 180 TCDL 10.0 BCLI. 0.0 Rep Stress tncr YES WB 0.64 Horz(CT) 0.01 6 rda rda ' BCDL Code IBC2021/TP/2014 Matrix-MR Weight 42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verlicals.[P] BOT CHORD 2x6 SPF Not. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. WEBS 2x4 SPF No2 . . • REACTIONS. (lb/size) 6=1234/Mechanical,1=746/0-3-8(min.0-1-8) Max Horz 1=129(LC t3) Max Upift6=-261(LC 8),1=-187(LC 8) . Max Grav6=1479{LC 19),1=836(LC 19) . . FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-1620/501,14-15=-1563/505,2-15=-1494/512,2-16=-152J93,3-16=-74/114,3-4=-120/0,3-6=-930/294 BOT CHORD 1-12=-664/1517,12-13=-664/1517,67 .13=664/1517,5-6=0/0 ' WEBS 2-6=-1543/579 - NOTES- - 1)Wmd:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0pst h=30ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5-6.Exterior(2E)9-5-6 to 12-5-6 zone;cantilever left exposed;porch left exposed;C-C for members end forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=50.0 psf;Ps=38.5 pet(Lum DOL=1.15 Plate DOL.-1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 %WM/ifi 3)Roof design snow bad has been reduced to account for slope. ‘1% _OF Airt 4)Unbalanced snow loads have been considered for this design. - 5)This truss has been designed for greater of min roof five load of 20.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other I .-‘4.0 0're "".....k..7. loads. /.4,6* .....k c .j. b.r 6)This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other five loads. .... 44' (EVN I W \ 7)•This truss has been designed fore live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bi -• 4. chord and any other members. ':: * '. -F. 1EMAN 1* in 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 uplift at joint 6 and 187 lb uplift at Joint 1. .t. .., I --; . 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Based on M1032401-IBC 2021.50 psf ground snow,34 psf drift load over 8-6-0 -ig.34---N ituft-F...-- eil 0NAt- .Atis' . . iftmill The professional engineering seal Indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal Is not an approval to use in a specific state.The final determination 1/24/2023 'on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. A WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 GRAND RAPIDS,MI 49525 - Truss shall not be cut or modified without approval of 1118 truss design engineer. This component has only been designed for the loads noted on this drawing.Constru'efion and lifting forces trove not been considered.The builder Is responsible for lifting methods and system design.Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,end is for an Individual building component to be installed and loaded vertically.Applicability of design parametersand proper Incomoration of component is responsibliity of building . - Fill designer-not buss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the reeponsibity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ali Or ea fabrication,quality control,storage,delivery,erection and bracing,consult BCS11-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA.6300 Enterprise Li%Madison,WI 53719 JAsupportNitekSuppUereptateslufp.tpe _ I --- ------- ------ - - - ___ . .. , . - , UFP INDUSTRIES Job Truss MFG Customer 112225 M1032407 212 COZY CABINS The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. IOW ,�� , . � � k�,� A,mgeo- = ° ',r. Ot A #� two a-�+' I .•PR 4• KEV�N VV. `#s * r ' - * /i`ROFSSSIONALA a, �ifi i F �, I t KEV1t EHE61'u1AN as i.�,�tt '$�?A 2 #E '� .t u i M1 i i1}50 gy}t ,A `c' 40ttAI. '- , . tee, ry e y t� �r ' A9Al ti C�`, - - 4gIWN1 © SS1QP' UFP Factory Built 2801 East Beltline,NE Grand Rapids,MI 49525-9736(616)364-6161 Electrical Load Calculation Form: Date: 5/9/2023 Performed By: GLENCO INC Mfg: _ Cozy Cabins Project: CC-948/Steve&Denise Terrano Model: Cape Air Conditioning * 1920 Central Electric Space Heating ( 0 x.65) * 0 Less Than Four Separately Controlled Electric Space Heating Units ( 0 x.65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x.40)* 0 * Use the larger of the air-conditioning or the diversified demand of the heating load. • Other Loads: Watts or Circuit Wire General Lighting W L Volt-Amps Ampacity Size 1st Story ( 30 x 56 x 3) 5040 15 A `14-2 2nd Story ( 18.42 x 35 x 3) 1934.1 15 A 14-2 Small Appliances ( 2 x 1500 ) 3000 20 A , 12-2 Range 11400 40 A 8-3 • Dishwasher 1200 20 A 12-2 Washer- 1500 20 A 12-2 Dryer 5800 30 A 10-3 Refrigerator 1920 20 A 12-2 Microwave 1200 20A 12-2 Water Heater 5500 30 A 10-2 Subtotal: 38494.1 First 10 KW of other loads @ 100% = 10000 • Remainder of other loads @ 40%( 28494 x.40) = 11398 Heat or A/C from Above: 4880 * ( r Total Calculated Load: = 26278 1� Required Service Size: 26278 _ 240 = 109.5 Amps 05/22/2023�,` Installed Panel Size = 200 Amps file name: CC-948/Steve&Denise Terrano Max panel amps @ 80% = 160 Amps ,ios CC-948/Steve&Denise Terrano SHEET NO. 1 OF 1 CALCULATED BY Glenco DATE 5/9/2023 CHECKED BY DATE Whole House Ventilation Supply Air Worksheet • Manual J Table 5A ' Table 5A • Default Alr Change Values far Three or Four Exposures Construction Air Changes per Kour tHeetingl lnfilitati0r ' -- - CPA fret.ohs Hoer Area of Heated Space tagPtl Fireplooe' • 90>7 or Lou 1 901 to 1500 1 1501 fro 2000 - 2001 to$0D0 5(100 or More 15Bht 0.21 _ i Q. f p.14 t1,11 010 a. 1 `scimwript_ '~~ 0.41 i 4 31 0,2fi 0.22 0 19 . ' 1a Avows I 0.61 I 0.45 0.35 032 028 . . 20 1 Semi-Loose 0.95 , _ 4.7D a.50 pats G.43. 27 Loose . ./ :29 0.44 1 5.5z 0.65 . ' CS• 33 For or"0y541R•or-3I I.er:are.8-L7:MU to z?tl2_•::.re frost:?values.F:,:•v:.-er inc.e e2ilitt_ra2 K+fplacaa ads'0 CM,.:19te°;It.Itw ahme 2015 IRC Table M1507.3.3(1) 2018 IRC Table M1505.4.3(1) 2020 RCNYS Table M1505.4.3(1) CONTINUOUS WHO1.E.HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE RECUIRENENTE PWKLINO UNIT NUMBER OF aLOROOMB ----- _ .�� FLOOR AREA 0-i f-_-_ _2.-3 �.l__ .__,_4,-6 —I ...-- 6-7 I- , a;' (aquas coal) Airflow in HI s 1,500 ^ .30—�--_ 4S--- _.- • 60 • 75 9+9 1,501-3.000 • 05 60 - -7S—>.�,__.- -=-90 I05 • 3,001-4.500 60 75 90 • 105 120 4,501-6,01YJ - 75 �_ __ 90 �__ __ 105 120 135 6,001.-7;500 90 a- . 105 120 135 — 150_---- >7.500 -_ [-. --IU5 .. - --120 �� _ _135 150 165 Far S1: 1 square uare food r.,0.0929 nr.1 Ciub:c feint per minute-0,000 4719 ru'Is. • t . • Construction: iSerrli--Tight , 1st story area sq.ft. 1680,sf • l; 1st story ceiling height . 14.88 ft Total Building sq.ft. 1680 sf ' - _ , Y.-� ). Building volume cu.ft. 24998.4 cf . 05/22/2023 Air Change/Hr Value 0.26 ACH • (ACH*Volume)/60 min=CFM Provided 108.3 CFM • SUPPLY OK CFM Required per Table M1507.3.3(1) 60.CFM . • Whole house ventilation exhaust is provided by a continuous bath fan. See electrical plan - for the identified fixture location and size. • II - • A.a ! AR I L...... . ROOFING SsL1P 'L'Y. LLB —• Roofing&Siding • 'Hardware~• Lumber J -y • • • . %‘4kV�"G� ate, • 1%4-71,11,,,-.....7.,140,--/ - -. _ . :.• • p.__ . ... F... 'AI� 3 I j1 ' 6 I'}, i 3 -T' 2 i . p • ii • • . . A ,',M Pandinstal • , , & TrimGfflde . , Storage StoretheABM Panelsin a dryplace.The bundle. If panels get wet and are not in the bundle for a considerable time, panels should be stored outside only ready to be installed immediately,they wet storage stains and paint defects when it is absolutely necessary and, need to be separated and completely may occur, reducing the beauty and even then, only for short periods of dried. As with all bundled and stacked effective life of the panel. time. Canvas or waterproof paper may roof and siding panels, water or any be used to coverthe panels only if there liquid will siphon (capillary action) Failure to comply with all the is adequate ventilation. Plastic tarps from ends and sides of stacked panels: above recommended procedures should never be used because they voids all warranties and relieves may trap moisture causing sweating If these precautions are not taken A.B. Martin Roofing Supply, LLC of and condensation. Panels that are and moisture is trapped in the panel, any responsibilities for the resulting installed immediately will perform superficial staining or paint peeling damage to, or deterioration of, the correctly even if they were wet in the may occur. When moisture remains ABM panels. Handling Use extreme caution when handling Care should also be exercised to protect abraded if care is not taken.The panel the ABM Panels. Improper handling thefinish when lifting individual panels edges must be protected at all times may cause bodily injury or material from the stack or bundle. Dragging during the unloading and handling damage. A forklift can dent or of individual sheets from the bundle process to insure proper fitting and puncture the underside of the ABM can scratch the surface and reduce proper looking lap joints on the Panel. We recommend that a spreader the paint performance. Though the finished installation. device is used on the forklift for . paint finish of the ABM Panels is tough bundles over 20 feet in length to avoid enough to withstand usual weather bending the ABM Panels. conditions, it can be scratched and Purlin Caution Green or wet oak purlins are not reflective insulation, #30 felt, or Post recommended due to an acid in the and Peel should be used between the / , �/ f/ , oak which can cause the metal to purlins and metal sheeting. f rust prematurely. Also, on a reroof .` job where a slate roof has been used Caution must be taken to inspect `\ previously, metal is known to rust purlins for knots and rotten or soft prematurely due to residue on the spots. Purlins must be solid enough purlins from the slate. Treated purlins for fasteners to hold properly and are not recommended either. If the to withstand the applicant's weight. above mentioned purlins are to be Persons working on the purlins can fall Fig. 1 used, a barrier like Double Bubble through if not careful. • Last modified on February 08,2016 Ephrata,PA:(717)445-6885•(800)373-3703 I Newville,PA:(717)776-5951•(800)782-2712 I www.abmartin.net s • Cutting &Trimming There will always be a certain amount of cutting and ATTENTION:Failure to comply with the recommended procedures trimming necessary on the job site. Whether cutting with relieves A.B.Martin Roofing Supply,LLC of all responsibility for the rib or against it,use an offset hand snips or a Turbo Shear. any resulting damage to, or deterioration of; the paint finish For even better results, cutting may also be accomplished and immediately voids the paint warranty. with a portable shear profiled to conform to the ABM Panels for perfect across-the-profile cutting. ATTENTION:Using a cutting torch;steel cutting blade,abrasive blade or a Carborundum Blade with a saw is not recommended Also care should be taken to brush off all particles after and voids the warranty. installation to further reduce the possibility of rust marks and bleeding on the panel after it is installed. CAUTION: Be extra careful when working with roofing and siding. Safety glasses and other safety equipment is • recommended and should be worn by the worker. Panel Installation PREVAILING vine • Begin laying the roofing panels on I the end of the building away from the prevailing wind so the side lap seams , will face away from the prevailing wind-driven rain. This provides extra security against water penetration. ~ ! ` r ;4. %,! f Since the first panel determines the � �a 5 "~• i - alignment of all remaining panels on 4 3 z! the roof,extreme care should be taken Fig.2 to accurately square the first sheet. The overlapping rib edge should be If roof requires more than one horizontal flush with the edge of the roof, and row of panels, align panel #1 with the panel should overhang the eaves your vertical-edge chalk line, and a minimum of two inches to provide temporarily fasten the panel at two proper drainage. The side rib with points, not at the ends, but along the the drain channel should face the main middle ribs. Overlap panel #2 direction in which the sheets are being above panel#1.Align both panels with laid down (Figure 2).When the panel the chalk line and permanently fasten. is positioned, it should be fastened Install panel #3 next to panel #1 through the first rib,top and bottom. overlapping the ABM Panel as shown The ABM Panel should be attached in Figure 3. Install panel #4 above completely before starting the next panel#3. panel. i •Proper Panel Overlap •It is important to check alignment r :) r' A tip for assuring straight alignment for from ridge to eaves on every sheet. / ill" `J successive rows of panels is to stretch Permanently fasten when the panels • and snap a chalk line on the bottom are in line. Anti-Siphon Channel Perlin Bearing Leg purling from one gable end to the other. Than lay the next sheet and Be careful to properly overlap the d I measure from the end of the sheet panels as seen in figure 3. Improper �_ to the chalk line. This will help keep overlap installation will cause leaks bottom edge straight. and may void the panel warranty. Fig.3 Ephrata,PA:(717)445-6885•(800)373-3703 Newville,PA:(717)776-5951•(800)782-2712 I www.abmartin.net Last modified on February 08,2016 X :i A Panel Profile Approximately 34" high major ribs I COVERAGE; on 9"centers with two 1"wide minor ! 9�y between each. Overlap has an anti- - siphon break for leak-free application Fig.4 above 3:12 pitch. , Fastening Acceptable fasteners include such items as: Sealtite WoodBinders, e = _ , i.- _, F Evergrip 304 stainless steel, Bi-Metal Fig.S or equivalent screws. All screws must have an EPDM sealing washer and should be mechanically galvanized 4;. and painted to match the roofing Now stocking the ZXL WoodBinder. A molded zinc-aluminum head and siding colors. Metal to wood screws with combination metal and - prevents red rust from ever starting even if the protective powder EPDM sealing washers should be coating is breached. Plus the rubber mechanically driven into the valley orogOC washer is under the head so that it is the bottom flat surface immediately - adjacent to the major rib on one side a protected from destructive UV rays. - or the other for both roofing and a_,`f Ourfirst screw with a 40-year wa rra my siding panels(See Figure 5). , .j i to match our panel warranties. t::a For Purlin Installation Screw length should allow for : `, penetration of one inch. '°_:1:: .,.L. For Sheeting Installation -,!ill\ r-x-: is, Screw lengh should allow penetration �.; + I ;; .\ of the sheeting, but spacing „'f tom, requirements will vary depending :in' ' . �� \ upon the thickness,type of sheeting, / - and uplift requirements. Drive the screw through the steel so NOTE: For proper application, the use Millings or filings will occur from the washer is compressed securely of impact drivers are not recommended installing the screws. Care should be against the metal. DO NOT OVERDRIVE for powder coated or any wet painted taken to brush off all particles after the screw,because dimpling will cause fastener. Use of an impact driver may installation to reduce the possibility of the panels to leak. Under-driving can void the paint warranty of the panel. rust marks and bleeding on the panel. also allow leakage to occur around the screw shaft. Roof Pitch ABM roofing requires a certain degree sealant tape can be used on the overlap. 7 inch end lap. Panels can be ordered of pitch to ensure proper drainage. Roofing When you need to end lap roof panel up to 48 foot in length to help reduce should be applied on roofs with a pitch of sheets, an 8 inch lap is recommended end lapping. at least 21 inches per foot. To insure with a roof pitch of 3 inches to 5 inches. weather tightness;a Ve inch wide butyl Any slope 5 inches or more requires a Last modified on February 08,2016 Ephrata,PA:(717)445-6885•(800)373-3703 1 Newville,PA:(717)776-5951•(800)782-2712 I www.alrmartia.net r Panels Over Shingles ABM Panels can be installed over Pull the drip edge from underneath cover the woodpurlins.Thenfinishthe existing sheeted or shingled roofs. For the shingle and/or cut flush to the roof rake with a residential rake trim (#18). shingled roofs,place 1x4 or 2x4 purlins sheeting. After purlins are fastened, Make sure you consult local codes on top of shingles. Securely screw the install a gutter apron (#29) on top of for possible weight limitations with purlins to the rafters,not the sheeting., the purlins running along the eaves to multilayer roofing. Condensation Condensation can cause a problem Condensation from animal confinement. If roof purlins are already installed, lay for metal roofing over open purlins can shorten the life of a metal roof by the insulation on top of the purlins. especially for residential applications. rusting the metal from the inside out. Then fasten the sheeting through the It is recommended to lay a Double A Double Bubble reflective insulation insulation into the purlins. The Double Bubble reflective insulation over the will increase the life of metal roof sheet Bubble insulation will greatly reduce trusses or rafters and then install the where animals are confined. the condensation plus reflect radiant purlins on top of the Double Bubble heat from the sun, thereby keeping reflective insulation.Tape all joints and your buildings cooler in the summer staple the reflective insulation to the and warmer in the winter. bottom of the purlins. The insulation will be most effective with at least a 1 inch air space between the insulation and the metal roof sheeting. Side-Wall Panels Installation Siding panels should be installed The first siding panel must be plumb / starting at the corner or edge of to assure straight alignment of the ', /4 z building. Do not run siding sheets all entire row of panels. A level should the way to the ground. It is important be used to check if panels are plumb. '3 ��%'3i;/ .� that all siding panels be kept 6 to 18 Temporarily fasten the first ABM panel �� 6 s cr r a inches from contacting the soil to. at the starting edge. Install the second 3 2 minimize sheet corrosion. A Base panel next to the first with the ABM Angle (#3) is recommended at the Panel overlapping. bottom edge over the foundation Fig.6 . or splash board, If however you use Run a string along the purling where treated lumber or treated skirt board, fasteners are to be installed. This use a barrier like Post& Peel to cover keeps a straight line to permanently the treated board before trims or fasten panels. panels are installed. Evergrip 304 stainless steel Bi-Metal screws are ABM panel can be installed on recommended to fasten the panels to sidewalls that have up to 3 foot purlin NOTE:Purl ins are also referred to as girts treated purlins. spacing. When you apply panels to or roof lath. ABM panel roofing&siding solid sheeting,or old weather boards, is also referred to as roof panels, root you may need to use longer screws to sheeting,tin roofing,corrugated roofing, reach into solid wood. and other names. Ephrata,PA: (717)445-6885•(800)373-3703 I Newville,PA:(717)776-5951.(800)782-2712 j www.abmartin.net Last modified on February 08,2016 • • Corners & Door Trim (Top View) . DOOR TRIM #22 • . INSIDE CORNER • ALUMINUM SIDE RAIL (TSR) '_ RAKE & CORNER • OVERHEAD DOOR TRIM #14 J CHANNEL #6 #2 Rakes & Gable Flashing (Side View) f GABLE RESIDENTIAL FLASHING / RAKE #18 . #5 1 • . —_. • F&J \\,- POST TRIM #10 i TRIM • I #12 • RAKE & •/ • UNIVERSAL CORNER #2 8 EWALL • 2 DOUBLE • ANGLE #7 • • \- POST TRIM #10 Last modified on February 08,2016 Ephrata,PA:(717)445-6885.(800)373.3703 I Newville,PA:(717)776-5951.(800)782-2712 I www.abmartin.net • Common Trim Usage RIDGE CAP : - -__ _ . •l._ : -.--,_, ... ,_. ..•,. ,-- -I t .....'"- i 1 , ... FASCIA • i . UNIVERSAL -- ENDWALL \ i , _--- • —,-.: .c. . • _ I I/: I • I F-1 POST - ------------1 ---,--': ' TRIM / V .SOFFIT-I F&J 2 : '1 TRIM ill! 11 . :--- 1 ..riL. i • DOUBLE -• -/ Id 1 - 11; ANGLE Irl I I I: BASE -/ . ANGLE .. • Ephiata,i.)4:17 1r445-6g.i5,i,p0p)313-3763 I 1:1f,,mii.11e,PA:(717)776-5951-(800)782-271 I www:zblprt?ri.nct I i1.1 ippitlfg•d:0 1.03ruary 68,2016 • • • • 0 Chanel ow I , • . , I From walls to triming around windows and doors,the J Chanel is one of the most a.. ; versatile and most used trim pieces. • i H • I 0 CZ I I '• 0 • • Overhead Door(OD ) • Almost a combination of the 0) Post Trim and 0 J Chanel,the Overhead Door trim Works for the sides and top of an overhead clOor entrance. I • • I (1) Track Cover(CTcc) Commonly used to cover the tracks of rolling/sliding doors. Get it in the color of your choice. • • • 0 Door Trim (1Tcc725 or.ITcc925) • .1. i • Most often used to trim a sliding door opening. • ; II • 1, • i , NZ' • • Trim drawings might not be pictured in actual scale. Please reference the ABM Panel color charts for precise trim measurements. • Last modified on February 08,2016 Ephrata,PA:(717)445-6885•(800)373-3703 I Newville,PA:(717)776-5951•(800)782-2712 I www.abmartin.net „ - Double Angle (Mu) Commonly used to provided a straight edge between multi-layers of panels such i - as when adding a wainscoting or finishing the gable. li 1 ;. I p �-, i! lid !!1 ; ,i! i!I.,i ire !,1,1 : 1 i . 0 Base Angle (BAcc) -- 1 ” Start with a Base Angle for an easy way to perfectly align the entire bottom row of wall panels. Ap:Use your contrasting trim color to provide a clean horizontal looter appearance. ir, 'r. o III ; c: II �i :n a i Drip Cap (DCcc) , l' i.i h i''• b , 1., k 111 ! !i `l; .K Commonly used above windows or doors to direct the precipitation away from js I 'I! bI. 1. the panel. � ti ^ Trim drawings might not be pictured in actual scale. Please reference the ABM Panel color charts for precise trim measurements. Ephrata,PA: (717)445-6885•(800)373-3703 I Newville,PA:(717)776-5951•(800)782-2712 I www.abmartin.net Last modified on February 08,2016 �, -:--- Universal Ridge Cap(ea) �� _...... Finish off your roof with the Universal Ridge Cap to allow the heat to escape the y.. \ -- " :'." attic space and allow fresh airto infiltrate the building. For best results,use either 3r�.<i; E. �` our Inside Foam Filler Strip,EmSeal,UltraVent,or Perform Vent to prevent driving CC = .•' �` `` wind from carrying rain and debris under the Universal Ridge Cap. c.,`,- fir. , . /,f ,�{ • r . - , ,` , , - Formed Valley(«) r ° ' /' Wide enough to ensure proper overlap to prevent moisture from seeping up sFr °A;`-�" under the two opposing roofing panels. Best practice recommends running r / ex EmSeal along the edge of the Formed Valley to prevent driving winds from .:' carrying rain and debris under the roof panels. X- : ir'- Gambrel Trim(Mc) • ' : ' The Gambrel trim is the perfect trim for connecting two parts of a roof that have ^\.,T y r differing pitches. For best results, make sure you extend the top roof panel at ;h least 1"past the edge of the first bend of the Gambrel Trim,and the use of both !y, / -- Inside Foam Filler Strips under the top panel and Outside Foam Filler Strips on i-r /' top of the bottom panel is recommended. it �. , I ' Inside Cornerac«) Used for finishing the inside corner of a wall. +. r CO 1 Trim drawings might not be pictured in actual scale. Please reference the ABM Panel color charts for precise trim measurements. Last modified on February 08,2016 Ephrata,PA:(717)445-6885•(800)373-3703 1 Newville,PA:(717)776-5951.(800)782-2712 I www.abmartin.net • J^ i, J 0 Rake& Corner(RCcc = Smaller than the 0 Gable Flashing,the Rake&Corner is designed for trimming g a slopping roof with the lower level side wall. Can also be used as an outside 7h _� :, • .i' vertical corner. For best results, use either EmSeal or Sealant Tape to prevent p _ driving wind from carrying rain and debris under the Rake&Corner especially if • the roof panel does not end with a major rib. AI i t :;i 0 Gable Flashing(GFcc) Designed for trimming a slopping roof with the lower level side wall. An extra ' " / 7'" lip helps reflect precipitation away from the wall panels. Can also be used as f ' • s , an outside vertical corner trim. Can also be used as an outside vertical corner. • - ___..r` , . , For best results,use either EmSeal or Sealant Tape to prevent driving wind from jl jai �i l4 carrying rain and debris under the Gable Flashing especially if the roof panel i11)I ' in i does not end with a major rib. • ., Residential Rake(RRu) , Designed for trimming a slopping roof with the lower level side wall. Can also be �' used as an outside vertical comer. For best results,use either EmSeal or Sealant Tape to prevent driving wind from carrying rain and debris under the Residential , Rake especially if the roof panel does not end with a major rib. • • • Trim drawings might not be pictured in actual scale. Please reference the ABM Panel color charts for precise trim measurements. Ephrata,PA:(717)445-6885•(800)373-3703 I Newville,PA:(717)776-5951•(800)782-2712 I www.abmartin.net Last modified on February 08,2016 X .1 f'�I,� I' 111,1�' . Universal Sidewall(SW- 0 • J =?ij�' Used to join a side wall panel with an adjoining roof panel. For best results,use cg I''!( . il' either EmSeal or Sealant Tape to prevent driving wind from carrying rain and O f'1 1�;,: '' debris under the Universal Sidewall especially if the roof panel does not end with +i�+ ,; -- a major rib. (;il . Universal Endwall(Ewco Designed to finish off a wall that is aligned with the top of a sloping roof. For best ,, results,make sure you use the Outside Foam Filler Strip to prevent driving wind ,,f- from carrying rain and debris under the Universal Endwall. . .,•; f :� r Z,- 4, /- `4- - 6 2®,Soffit(Solid or Vented) -f The perfect way to close off the eave of your roof,while also having the option / to allow ventilation. S .. F &J (Elcc) ¢: ;i iI Commonly used to connect our steel or vinyl soffit with the ABM Panel. Also '1 :i I i`1' Igreat for interior use whenyou need to connect the ceilingpanels with the wall �' 1`1; ;i I• panels. � P 1. r I I; r i:; 'I ; 11 li. , Trim drawings might not be pictured in actual scale. Please reference the ABM Panel color charts for precise trim measurements. Last modified on February 08,2016 . Ephrata,PA:(717)445-6885•(800)373-3703 ( Newville,PA:(717)776-5951•(800)782-2712 I www.abmartin.net 5= 0 Fascia Trim(Ric) \,. N.%)--)- ''; ."--- One size in stock to slide under the end of the roof panel and fold down to provide 4 1/2"of coverage over your header. ': 0 •-,,:....-- i 0 i - 10 . ' '4.•:;- 51 q • A . . ' = •--=." -f-':'.' ",..: .%.1--- ."-'<" -- . . ,,..--- 0 Post/Fascia Trim I,PTcc) ----- - -. , Multiple sizes to fit most headers and posts in stock. For added protection, consider using the 0 Gutter Apron or 0 Drip Edge in combination with the Post/ Fascia Trim. ...- hit ' -----;;--i' iltii.i ii Hi' 1. 1 [ !I i , el Gutter Apron (Gila) _.• ../ Flat end goes under your roofing,while the hemed-end folds down to provide / coverage over your header or post fascia trim. \' . ,... . , - -N, / Similar to the Glitter Apron except that it includes an extra lip to deflect precipitation away from the wall below. • : i- i . I • • Trim drawings might not be pictured in actual scale. Please reference the ABM Panel color charts for precise trim measurements. ' . Ephrata,PA:(717)445-6885.(800)373-3703 I Newville,PA:(717)776-5951•(800)782-2712 I www.abmartin.net Last modified on February 08,2016 • 82 Garden Spot Rd. I Ephrata,PA 17522 1717-445-6885 35 Ridge Rd. I Newville,PA 17241 1717-776-5951 wwwabmartin.net Store Hours Mon-Fri:6:30 am-5:30 pm Sat 7 am-11:30 am w a " 0 ABM .„ .„, . Panel , f� xt . li, ,,,_ Specifications s. rE,,. t 6 4 YW fib} r� ll . Y.. t ' F d 36" COVERAGE 1 9" 3/4 Premium/G-100 Standard AZ50 Leon 2b gauge 26&28 g�uEconomyWhat Doo It Mean? ge 28 ga.-0.0157" This is the thickness of bare coil Steel Thickness 28 ga.-0.0157" 26 ga.-0.019"min. Varies before paint Panel Weight 2.2 lbs.per linear foot 28 ga.-2.11bs./lf Varies Thicker steel means less oil canning 26 ga.-2.85 Ibs./If and stronger panels Coating Weight G-100 AZ50 Galvalurne Varies More zinc or loz.of zinc per sq.ft. Aluminum/Zinc Alloy aluminum=more protection Life of Panel Best Better Good Premium will hold up better in harsh environments Zinc Phosphate provides superior Pretreatment Zinc Phosphate 1303 Varies scratch protection,adhesion,cut-edge protection, and corrosion resistance Primer Yes Yes Varies Provides paint adhesion,and corrosion resistance Paint Valspar WeatherXL Valspar WeatherXL Valspar WeatherXL A Silicon Polyester Paint Heat-Formedl Yes Yes Yes Reduces paint crazing Quality Control2 Labeled Labeled Labeled Imprinted for Tracking and Customer Assurance Warranty3. 40 YearLimited Premium 40 YearLimited Standard No Warranty Refer to Warranty for details Paint Warranty Paint Warranty Suggested Agricultural, Residential and light Temporary Shelters (Hint:Use Economy panels when Applications Residential, commercial not exposed to &Interior Panels quality and appearance are not critical) Commercial harsh environments. 1.Heat-forming:The painted steel is heated to over 170°to allow the paint to flex as the panel is formed. Without heat-forming,the paint would crack along the bends and eventually rust. 2.All panels are imprinted on the underlap of the panel with Order Number,Material Grade,Part ID,and Panel Length for customer assurance and warranty information. 3.Most warranties apply only to the paint finish and not to the underlying steel panel.Our G-100 and Standard metal panel both carry the same paint warranty because they have the same paint finish.This does not mean the overall performance will be the same.The AZ50 Galvalume(aluminum/zinc alloy-coated)panels carry a 20-year limited substrate warranty. Load Chart - Alateriails Load Chart PSF MaN Deflection 1/180,m:in. 1 1/2"Bearing • Gauge 1 li idles IIETINIEMIN 18, 74" 30° 36" 28 0.0157" G-100/AZ50 80-110ksi 148 psf 84 psf 54 psf 39 psf "26 0.019"min. AZ50 80-ll0ksi 192 psf 112 psf 72 psf 51 psf Load Chart is for informational purposes only and is not meant to be used as a calculation for purlin or rafter design. ©Copyright 2017A.B.Martin Roofing Supply,LLC.All rights reserved. - EGenerated by REScheck-Web Software l( Compliance Certificate 203114 RC-0491-2023 Terrano, Steve & Denise ,Project Carriage House L� Tuthill Rd, lot 6 SA w/fnshd bsmnt 3360 s.f., Gar 1800 s.f. Energy Code: 2018 IECC Location: Glens Falls, New York Construction Type: Single-family Project Type: Yp New Construction � I^ r�' , _ Conditioned Floor Area: 9$2 ft2 I L_:: ` 4:lazaFILE COPY ` lull -- :I Climate Zone: 6 (7635 HDD) ��i i ''�,� :`i 111 " w . a I,.' , 1' I Permit Date: L ;y. I Permit Number: - TOVv�''`1.—•;'..-. .!` ``-; % , Construction Site: Owner/Agent: Designer/Contracto'r - -- - I 2 Tuthill Road Steve& Denise Terrano Ethan P. Hall Queensbury, NY 12804 A f Tuthill Road Rucinski Hall Architecture Queensbury, NY 12804 134 Dix Ave 516-488-9840 Glens Falls, NY 12801 tuthill@dsterrano.com 518-741-0268 ephall@nycap.rr.com Compliance: Passes using UA trade-off Compliance: 6.5%Better Than Code Maximum UA: 155 Your UA: 145 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling 1: Cathedral Ceiling 900 49.0 0.0 0.022 0.026 20 23 Wall 1: Wood Frame, 16" o.c. 1,260 21.0 3.6 0.046 0.045 53 52 Door 1: Solid 20 0.300 0.300 6 6 Door 2:Solid 20 0.300 0.300 6 6 Window 1:Wood Frame:Double Pane with Low-E 70 0.280 0.300 20 21 Wall 2:Wood Frame, 16" o.c. 367 21.0 3.6 0.046 0.045 17 17 Floor 1:All-Wood Joist/Truss:Over Unconditioned 900 38.0..E 0.0 0.026 0.033 23 30 Space 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 requir-• -nts-ll71 d i Scheck Inspection Checklist. 4 Ethan P. Hall-Architect 'I ,'' '\, 5 AO Z43 Name-Title Signature ",::',V' .T:;;% Date �, k`': =) 11 is Project Title: Carriage House `'"--``• `• -.'> 1 9 �,_�-•��_�`� =��-, Report date: 08/05/23 Data filename: ' =` ``'- Page 1 of10 Project Title: Carriage House Report date: 08/05/23 Data filename: Page 2 of10 REScheek Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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 j 103.1, Construction drawings and '❑Complies Requirement will be met. 103.2 documentation demonstrate I !❑Does Not [PR1]1 energy code compliance for the Location on plans/spec:A- !Q) building envelope.Thermal ❑Not Observable 1 • envelope represented on I I❑Not Applicable construction documents. j 103.1, Construction drawings and ; '❑Complies Requirement will be met. 103.2, documentation demonstrate i !❑Does Not 403.7 energy code compliance for i I Location on plans/spec:A- [PR3]1 lighting and mechanical systems. ; ❑Not Observable 1 e Systems serving multiple !❑Not Applicable dwelling units must demonstrate compliance with the IECC j I Commercial Provisions. 302.1, ;Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 'sized per ACCA Manual S based Btu/hr Btu/hr DDoes Not [PR2]z :on loads calculated per ACCA Cooling: Cooling: Location on plans/spec:A- ,g 'Manual J or other methods Btu/hr Btu/hr ❑Not Observable 1 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions Si• Req.ID 303.2.1 IA protective covering is installed to DComplies Exception: Requirement is not applicable. [F011]2 protect exposed exterior insulation ❑Does Not land extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. [F012]2 I installed. ❑Does Not ❑Not Observable ONot Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 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- ❑Complies See the Envelope Assemblies 402.3.4 i ❑Does Not table for values. [FR1]1 ['Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- EComplies See the Envelope Assemblies 402.3.1, average). ElDoes Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 IU-factors of fenestration products, ,DComplies Requirement will be met. [FR4]1 are determined in accordance I I❑Does Not Q with the NFRC test procedure or I Location on plans/spec:A- taken from the default table. ❑Not Observable 1 ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ; IEComplies Requirement will be met. [FR23]1 !installed per manufacturer's I !❑Does Not i.J :instructions. ;❑Not Observable Location on plans/spec:A- 1 ;❑Not Applicable 402.4.3 Fenestration that is not site built ,❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting i❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code !❑Not Applicable limits. 402.4.5 :IC-rated recessed lighting fixtures ❑Complies Exception: Requirement is [FR16]2 'sealed at housing/interior finish ❑Does Not not applicable. 'and labeled to indicate<2.0 cfm leakage at 75 Pa. ❑Not Observable Location on plans/spec:A- ENot Applicable 1 403.3.1 Supply and return ducts in attics !❑Complies Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ! !❑Does Not completely inside the #, >= 3 inches in diameter and >= building envelope. R-6 where < 3 inches.Supply and j ,❑Not Observable return ducts in other portions of !❑Not Applicable the building insulated >= R-6 for I diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter j❑Complies Requirement will be met. [FR13]1 boxes are sealed with ;❑Does Not joints/seams compliant with Location on plans/spec:A- International Mechanical Code or ; ;❑Not Observable 1 International Residential Code, as; !❑Not Applicable applicable. I 403.3.5 ;Building cavities are not used as '❑Complies Requirement will be met. [FR15]3 ducts or plenums. ,❑Does Not ❑Not Observable 1 Location on plans/spec:A- ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 I Ducts declared to be within the ; ,❑Complies Requirement will be met. [FR28]3 'conditioned space are either 1) I❑Does Not completely within the continuous t I Location on plans/spec:fl- air barrier and within the building ;❑Not Observable 1 thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in i accordance with Section 1 R403.3.6 and the air handler is I located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 ff cfm/100 square feet of 1 conditioned floor area served by I the duct system, or 3)the ceiling ,insulation R-value installed against and above the insulated duct>=to the proposed ceiling ;insulation R-value, less the R- I value of the insulation on the 403.4 i HVAC piping conveying fluids R- R- ❑Complies Exception: Requirement is [FR17]z I above 105 2F or chilled fluids ❑Does Not not applicable. J I below 55 QF are insulated to aR- 3 [Not Observable ' ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC '❑Complies Exception: Requirement is [FR24]1 (piping. 1 I❑Does Not not applicable. g' ❑Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- EComplies Requirement will be met. [FR18]2 >_R-3. ❑Does Not _) I ❑Not Observable Location on plans/spec:A- 1 ❑Not Applicable 403.6 ;Automatic or gravity dampers are; ,❑Complies Requirement will be met. [FR19]2 !installed on all outdoor air ! ❑Does Not intakes and exhausts. 1 Location on plans/spec:A- [Not Observable .j ;❑Not Applicable 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 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 ;❑Complies Requirement will be met. [IN13]2 ;or the installed R-values f E❑Does Not J 'provided. i I ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- DComplies See the Envelope Assemblies 402.2.6 ' ❑ Wood ❑•Wood ❑Does Not table for values. [IN1]1 ❑ Steel D Steel DNot Observable e ONot Applicable 303.2, ;Floor insulation installed per j ❑Complies Requirement will be met. 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 I in substantial contact with the Location on plans/spec:A- .J ;underside of the subfloor, or floor ❑Not Observable 1 ;framing cavity insulation is in ! ONot Applicable 1 contact with the top side of ;sheathing,or continuous insulation is installed on the 1 • underside of floor framing and 1 extends from the bottom to the top of all perimeter floor framing j members. i 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 0 Wood ❑ Wood DDoes Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ONot Observable (�, requirement applies(FR10). ❑ Steel ❑ Steel ONot Applicable 303.2 Wall insulation is installed per ' ;❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ,❑Does Not ONot Observable Location on plans/spec:A- 1❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 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- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood El Wood ❑Does Not table for values. 402.2.2, ❑ Steel 0 Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ;❑Complies Requirement will be met. 303.2 manufacturer's instructions. ;❑Does Not [MP Blown insulation marked every Location on plans/spec:A- 300 ft2. ,❑Not Observable 1 ❑Not Applicable 402.2.3 !Vented attics with air permeable ; i❑Complies Requirement will be met. [FI22]2 ;insulation include baffle adjacent , :❑Does Not to soffit and eave vents that ❑Not Observable Location on plans/spec:A- extends over insulation. 1 ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 I insulation R-value of the ❑Does Not adjacent assembly. Location on plans/spec:A- ❑Not Observable 1 ENot Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable Location on plans/spec:A- 1 ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 EComplies Exception:All ducts and air [FI27]1 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ['Not Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Not Applicable Location on plans/spec:A- w.g. across the system including 1 the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air ['Not Observable conditioned space. handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable Location on plans/spec:A- , occur during Framing Inspection. 1 403.3.2.1 Air handler leakage designated ; ,❑Complies Requirement will be met. [F124]1 by manufacturer at<=2%of .❑Does Not design air flow. Location on plans/spec:A- ❑Not Observable 1 ❑Not Applicable 403.1.1 ,Programmable thermostats ; :❑Complies Requirement will be met. [FI9]2 ,installed for control of primary :❑Does Not heating and cooling systems and j Location on plans/spec:A- initially set by manufacturer to ,❑Not Observable 1 :code specifications. :0Not Applicable 403.1.2 Heat pump thermostat installed ; ;❑Complies Requirement will be met. (FI10)2 'on heat pumps. 1 ;❑Does Not ❑Not Observable Location on plans/spec:A- j !❑Not Applicable 1 403.5.1 Circulating service hot water IEComplies Exception: Requirement is [FI11]2 I systems have automatic or :❑Does Not not applicable. accessible manual controls. •❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 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 j❑Complies Requirement will be met. [FI25]2 :fans not part of tested and listed : ;❑Does Not HVAC equipment meet efficacy IDNot Observable Location on plans/spec:A- and air flow limits per Table1 R403.6.1. ;ONot Applicable 403.2 E Hot water boilers supplying heat f❑Complies Exception: Requirement is [FI26]2 through one-or two-pipe heating j ❑Does Not not applicable. ;systems have outdoor setback I control to lower boiler water j `❑Not Observable ttemperature based on outdoor ;❑Not Applicable :temperature. : 403.5.1.1 ;Heated water circulation systems f ;❑Complies Exception: Requirement is [FI28]2 I have a circulation pump.The } ;ODoes Not not applicable. I system return pipe is a dedicated` Not Observable return pipe or a cold water supply! ❑ !pipe.Gravity and thermos- 4'4 ;DNot Applicable syphon circulation systems are i I not present. Controls for }circulating hot water system j 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 I is at set-point temperature and ! I no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems '❑Complies Exception: Requirement is [F129]2 ;comply with IEEE 515.1 or UL :❑Does Not not applicable. 515. Controls automatically ;adjust the energy input to the '❑Not Observable heat tracing to maintain the ' ❑Not Applicable ;desired water temperature in the piping. 403.5.2 ;Demand recirculation water ;❑Complies Exception: Requirement is [FI30]2 'systems have controls that ;ODoes Not not applicable. I manage operation of the pump :and limit the temperature of the ;❑Not Observable ;water entering the cold water I❑Not Applicable I piping to <= 1049F. 403.5.4 !Drain water heat recovery units ;❑Complies Requirement will be met. [FI31]2 ;tested in accordance with CSA : ;DDoes Not ;B55.1. Potable water-side j Location on plans/spec:A- pressure loss of drain water heat j ❑Not Observable 1 recovery units < 3 psi for ; '❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water I heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;90%or more of permanent } ;DComplies Requirement will be met. [FI6] fixtures have high efficacy lamps. ;DDoes Not ❑Not Observable Location on plans/spec:A- ! 1;ONot Applicable 404.1.1 ;Fuel gas lighting systems have IDComplies Requirement will be met. [FI23]3 :no continuous pilot light. :❑Does Not U ! ;❑Not Observable Location on plans/spec:A- 1 ❑Not Applicable 401.3 !Compliance certificate posted. j ;❑Complies Requirement will be met. [FI7]2 I ;❑Does Not } ;❑Not Observable I ; ;❑Not Applicable 1 High Impact(Tier 1) _ 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 Data filename: Page 9 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID {' 303.3 ;Manufacturer manuals for ❑Complies Requirement will be met. [FI18)3 mechanical and water heating ODoes Not 'systems have been provided. Observable ;❑Not Applicable _ Additional Comments/Assumptions: _ s • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Carriage House Report date: 08/05/23 Data filename: Page 10 of10 E201.8 IECC Energy l( Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 24.60 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 Door 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments T f .:a. ! RNC6ES :. r HEAT RECOVERY:VENTILATOR -, „,, ' _ ., . . FILE COPY i ,.. / ".. _ . . " ' • -• ts' ' , . .. '.,5,L.K. . .t , `, v.j .., a•' . - 'I t O_., ENGINEERING DATA •• L/FEBRE i THERMALLY CONDUCTIVE,PATENTED DEFROST •,__ HT H5 ALUMINUM CORE Recirculating damper defrost system. The cross-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. MOTORS AND BLOWERS Insulated to prevent exterior condensation.Drain connections 2-1/2 in.(12 mm)0D. Each airstream has one centrifugal blower driven by a common PSC motor Balancing ports are located on door. with multiple fan speed operations. INSTALLER SELECTABLE HIGH SPEED SETTINGS FILTERS Adjustable DIP switches are located on the circuit board,Hi3 is the factory setting. Washable air filters in exhaust and supply air streams. Refer to the Installation manual for the adjustment instructions. MOUNTING ELECTRONICS Four threaded inserts at corners of the cabinet designed to accept the The optional control can be wall mounted in a central location of the home. "S"hooks and hanging straps supplied with the unit. 3 wire 20 gauge(min.)100 ft length(max.). OPTIONAL.; ,., '_ - .- . .7. .f , •ACCESSORIES: . .-. ; °:'� {,--; �'�. Dual Hood `-,,her Hood TechGrille - minator 99-190 99-1,• 99-EAG4 Fr� ,-.. 99-194 - 99-186 99-EAGS �, 99-TM �� /` 99-187 ' . i 99-EAG. �' 99-TMS ' 00047 �3i / , • ,l,.• 99- , 99-TM6 rt a s LIFEBREATH CONTROL OPTIONS TIMER OPTIONS `32,, • ",.' 99-DET01-Lifebreath 20/40/60 Minute Timer • FEATURES' 99 DXPLO2.1 t9-BCO21.99=8CO3 99-BC3•,,, Initiates high speed Ventilation for 20,40 or 60 minutes.3 wire 5 speed fan operation on each mode ✓ connection. r,, 1 99-DET02-Wireless Lifebreath 20/40/60 Minute Timer 2 speed fan operation(Low/High) _ Initiates high speed Ventilation for 20,40 or 60 minutes.Wirelessly Continuous low speed fan operation ✓ ✓! r' V connects to main control for ease of installation.40'approximate range. ✓ ✓ 5 Excusive to Lifebreath. Humidity control through adjustable Dehumidistat f Large digital LCD screen i ' r 99-RX02-Wireless Lifebreath Repeater \ f'' Extends range of 99-DET02 Wireless Timers.Plugs into 120V power outlet. LED status indicator lights ✓ 4; ; ✓ Wirelessly connects to main control and 99-DET02.Install at halfway point - between timer and main wall control if timer is out of range. Continuous Ventilation V ✓ 3' ✓ Continuous Recirculation ✓ ', ' 20 0N/40 OFF ✓ ✓ i ✓ t' - \ ` t, s, ". 10 ON/50 OFF ✓ / ' e' -8.'"` '20 ON/40 Recirculation V ✓ ✓ / y\ \'' L '--. }20/40/60 min.High speed override button V ; 99-BCO2 99-BC03 99-BC04 99-DET02 99-DET01 ,Compatible with 99-DET02 Wireless Timer ✓ Y✓ ✓ ' 3 wire connection ✓ ` ✓ ✓ ✓ 0 0 LIFE=REHTH' a' Indoor Air Systems 69-RNC6 ES(0620) wvnv.lifebreath.com :__:--:::, ., RNC6ES . .- .{ HEAT RECOVERY VENTILATOR. i 1. PE;r'FO MANCE (Hv0 CERTIFIED) L/FEBREyTHe INTW.G.(PA) • i..0:2(50) 03(75) a:'0,4(100) l• 0.5(125) 0.6(150) 0.7(175) 0.8(200) .0.9(225)�i ' ELECTRICAL SPECIFICATIONS ,t,CFM(Lis), CFM(Us) CFM(Us)-••.CFM(u s)',.`CFM(Us) •.•CFM(Us) ,' CFM(Us),` CFM(Us) . - .. . . VAC @ 60Hz 115 Net Supply Airflow 176(83) 164(11) 152(72) 140(66) 128(61) 116(55) 103(49) 89(42) Watts/Law Speed 48 Grass Supply Airflow 119(85) 167(19) 155(73) 143(68) 131(62) 118(56) 105(50) 91(43) Watts/High Speed 14 Gross Exhaust Airflow 171(81) 159(75) 148(70) 136(64) 124(59) 111(52) 98(46) 83(39) Amp Rating 1.25 Sensible Effectiveness(ASE) o leo WEIGHT: @ 64 CFM(30 Us) 32°F(0°C) 73/0 160 51 LBS(23 KG) Sensible Efficiency(SRE) ' :::: 14D .. SH 54E 12013°F(25°C) 3 100 0 NOTE: a BD "' Front clearance of 25 in.(635 mm)is 60 recommended for servicing unit.Round duct connections are 5 in.(127 mm)and oval 40 collars use 6 in.(152 mm)connections. A 20 vo ` ISD 0O 1 1 1 I 1 1 1 1 1 1 e �.HillI 9001 ` / ?4J 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 ..,,u.us .. CERTIFIED 1¢asrtxm Static Pressure(in w.g.) DIMENSIONS FRONT VIEW TOP VIEW Sin. 4 Q s 4 (125 mm) Collar site i--1 ^ 1 • Recirculating ��; , , Defrost Damper " , (For TPO Model Only) _ , \ 1 E EI g 0 E •C I filter = n, c0 Removable Heat ' Recovery Care • fi — 0 1 Stale air to outside Motorized 11 b Fresh air from outside Impeller '` e i 10 Condensate 223/4 In.(578mm) Stale air from inside Drains 4 ,I 10 Fresh air to inside Date: Contractor: y41 WARRANTY r: '* { �Unrts carry a lifetime warraniy Tag: Supplier: ' '`on the HRV core and a5 year .t ^replacement part warranty. is i+i=< '. f';' 7<, - 5 a Project: 0ty: Quote it: ' ``"'t :t' All units conform to CSA and ULstandards Engineer: Submitted By: F ®8 /��y7 7p=�/� Control: Timer: TimerQty: LI E ARE• ' T ° , 01 Indoor Air Systems 69-RNC6 ES(0620) www.lifebreath.com 1 • 4- -),_ -0,-,A.A.r_. ?..ta A_ ..._ 2...„0,--a, i ENNEEN V \H2.NE, —i,d_-_-;-_-, - ,n,, I. _•N N ,__, .e.....,. ,,,_-,,-,,-:4,__-..A.,,s,5.,,ri.,_,._1-76, 4)-4L l M___, .. • ■ ■ ■ . i 0■ .. Vic . II r , E,__:',_.A' ,-' ________ • i - '4„ f----------7 ■ ■■ 0, _, mn■ ITO L t 10"...-.......- -_I` iLA.....- -.'"-'-'" ,. -,,. 1 eoENVIRONMENTAL DESIGN��N� N � � mmn��1��n�P�xmf1�m PARTNERSHIP, ��~ ^ (P)518 371 7621 (11518 371 9540odIpIllp cum �haping �hephymiom| e^,i,*nmen, Apr122. 2024 Town cfQueenobury Building & Codem 742 Bay Road C>ueenobury. NY 12804 Attn: John O'Bhen. Director Re: Ternano Residence—4 Tuthill Road Dear Mr. O'Bhen: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design p|ano, prepared by this office, reviewed and approved by the Town ao associated with the wastewater system app|ioation, are as follows: Proposed Site Improvements For The TenanoResidence 4 Tuthill Road, Town ofQueenobury April 3. 2O23 Sheet1 Wastewater Plan Sheet2- VVaotevvaerOetai|o During the course of construction Environmental Design Partnership LLP was on the job site to observe key components of the system installation on April 19m of2O24. | have provided an 'as-built' plan which indicates the system component |ooationo, in accordance with the approved Town plans. Based on my inspection of the system installation it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Sincerely, John Tedesco, Project Engineer. Attachment T WASTEWATER SYSTEM - BASIS OF DESIGN WASTEWATER ABSORPTION FIELD DESIGN CALCULATIONS: REGULATORY AUTHORITY. TOWN OF QUEENSBURY THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH j N U NYSDOH APPENDIX 75A AS FOLLOWS: DESIGN STANDARDS. NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), � r WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM. DESIGN PERCOLATION RATE = 16-20 MINIIN TOWN OF QUEENSBURY ORDINANCE - CHAPTER 736: SEWERS AND SEWAGE DISPOSAL - PART 1, TOTAL BEDROOM COUNT = 5 ""' "' -III _j y, ON-SITE SEWAGE DISPOSAL SYSTEMS DESIGN FLOW = 710/GAL/DAY/BR Q ...I 110 X 5 = 550 GAL/DAY PROJECT DESCRIPTION., THE PROPOSED WASTEWATER SYSTEM TO SERVE THE THREE (3) BEDROOM APPLICATION RATE = 0.7 GAL/DAY/SF RESIDENCE AND TWO (2) BEDROOM GARAGE, SHALL CONSIST OF A 7,500 GALLON PRECAST CONCRETE .�.� REQUIRED ABSORPTION AREA = 550 / 0.70 = 786 SF SEPTIC TANK, - GRAVITY DISTRIBUTION SYSTEM TO ABSORPTION TRENCH DESIGN. REQUIRED TRENCH LENGTH = 786 SF / 2.OFT = 393 LF PROJECTED FLOWRATE: BASED ON A FIVE (5) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST PROPOSED FIELD = 8 LATERALS AT 50' EACH = 400 LF L 1991 WATER SA V/NG FIXTURES 0 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW = 400 LF X 2.0 FT = 800 SFLU (ADF) IS 550 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE 'LOW FLOW' TYPE '-' MANUFACTURED SINCE 1997 THEN THE FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRATE \ w DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT Z,' ,(,)"11, r TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE 'Z cow :J COMPONENTS BE PART OF THE HOUSE DESIGN. (� �,cm e+ r r � , a SEPTIC TANK: A 1,500 GALLON SEPTIC TANK IS PROPOSED FOR THE FIVE (5) BEDROOM DWELLING. LL � O M ABSORPTION FIELD SYSTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A 393 LF (MIN.) STONE TRENCH CONFIGURATION DISPERSAL SYSTEM WITH EIGHT (8) LATERALS AT 50 LF EACH, 400 LF TOTAL. -- j dp in SITE VA N <r / W o , W 4 0 6 i C'7 3 LU _ \, W L Q - OPP), LU N8 29'40" . zz z 88� 4 W I J NO2`1 '12" > Cf) W I � 96 � - - LU ul�,iw st M o' niluu,I / wrN� Z 18' WIDE PAVED DRIVE a SITE L - - FES W/ RIP-RAP LOCATION MAP � �. , a " � 18" INV=865.50 " SOIL DATA: SCALE: 1" = 2000' 10 VEGETATED SWALE W/ --- e A THE FOLLOWING INFILTRATION WERE OLU 021ANDWERE OBSERVED BY ENVIRONMENT L STONE CHECK DAM DESIGN PARTNERSHIP, LLP: _ - ro - - Cn m W _ FES W/ RIP-RAP \ STONE INFILTRATION TRENCH \ \ Z l T�1 Q -- - oo� � 18" INV=853.50 SOIL STABILIZATION RATE=96 /N./ HR. \ bo �� CD � W THE FOLLOWING PERCOLATION TESTS WERE PERFORMED ON 18" ADS N-12 .opt` �`� �� W W CU JULY 12, 2023 AND WERE OBSERVED BY ENVIRONMENTAL 26 LF Cs� 9.62% '`�, �V `'` CD CU LL DESIGN PARTNERSHIP, LLP: \ oo°o` a \ \ e of PT 7 N0853 92"E L.L 3 "2 , #� `/ a+ V \ Q 88L 22 u SOIL STABILIZATION RATE=18 MIN/lN. +� A o `� V �� W O Z 01 Z 00 PT#2 /l � FES W/ RIP-RAP � o y 18" INV=868.00 �� \ �\ \ , )poy- /� O 0 a SOIL STABILIZATION RATE=6 MINN. e I �� ro �, ,00 N LL J U �z' SOIL DATA: � \ \ DRAWN BY CVD J THE FOLLOWING TEST PITS WERE PERFORMED ON JANUARY 15, =525.00 CHECK av N�z ' a / rz 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN L 128.43' � $ A / W 3 PARTNERSHIP, LLP: 00 / h W EDP PROJECT NUMBER 13743 31 _ \ HE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS � c 0�• i \ ONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE TP 1 18" ADS N-12 \ ROFESS/ONAL, (l.E.) ENGINEER FOR AN ENGINEER, (/7 \ 65 LF @ 1.54% ANOSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR O" - 14" TOPSOIL/ORGANIC MATERIAL 1 \ Oj� Q URVEYOR FOR A SURVEYOR, /S A VIOLATION OF THE NEW 14" - 40" GREY LOAMY SAND, VERY ORGANIC, ROCK LEDGE 0h� i Fp ORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS w A CLASS "A" MISDEMEANOR. _ FRAGMENT Zb40" ROCK REFUSAL/LEDGE AS ,tiy W REVISION DATE BY NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLEg1 THE FOLLOWING TEST PITS WERE PERFORMED ON JULY 72, 2023 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN 0 PARTNERSHIP, LLP: �. \ `.... \ XX�(`Q TP#2 \ FES W/ RIP-RAP y^ b+ o = T #1 _ 5�.•. 2" 136" LIGHT BROWN SILTYSAND L _ _ � ,��` 7 'PROPOSED DRIL 18" INV-854.50 g � �� °D - o - \, �\ � LED WELL � 5 \ � PT U - ° 36 - 60 GRAY SILTY SAND Z POTENTIAL EVIDENCE OF MOTTLING AT 36", NO GROUNDWATER \ \\� T OBSER VED L 22. 19.W 2.2 O" - 72" TOPSOIL/ORGANIC MATERIAL \ PT O CU Y \�12" - 36" LIGHT BROWN SILTY SAND 36" - 60" GRAY S1L TY SAND Y / � \ \'\�� X�� I low U s MOTTLING OBSERVED AT 36", NO GROUNDWATER OBSERVED 4" PVC SDR-21 BUILDING �� # � d o SEWER @ J"/FT. MIN SLOPE 0" - 72" TOPSOIL/ORGANIC MATERIAL TP#4 i `, . VI x857.001� �� v 12" - 30" YELLOW-ORANGE SANDY LOAM w 30" - 52" GRAY BROWN SANDY LOAM 1 / ,\` 4" PVC SDR-21 GARAGE \ �\� \\\\ �\\�\ V \\ "�" Li z SEWER C� J��/FT. MIN SLOPENO SEASONAL HIGH 1,500 GALLON PRECAST �� VN � + 1 �� w GENERAL SANITARYRNOTES:TER OBSERVED \ 000, CONCRETE SEPTIC TANK \\ \ �� \ \ \ PROPOSED WASTEWATER SYSTEM 0Y 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE �� a USE EIGHT (8) STONE TRENCHES � � � "� 3 LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. 4" PVC SDR-21 EFFLUENT AT 50 LF EACH, REFER TO N DETAILS & CROSS SECTIONS SEWER @ J��/FT. MIN SLOPE � \ I 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. \ Ww \., I /w� °, W' CD Ul P D�STR =RETXE 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS � SHALL BE 20 FEET. W a 0 - E S'y� f 3 a .. . U 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED � � '� ,,� `"�, ��" �' Q SYSTEMS SHALL BE 10 FEET. VEGETATED SWALE TO DIVERT ANY SURFACE J ; RUNOFF AWAY FROM WASTEWATER SYSTEM X X, 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. � � "� N4838 0"W � M �l ' SCALE: 153.8 ,'',,�' 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. � „ 1 " = 30' 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): �' A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION. B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. ' •' a C) PRIOR TO BACKFILLING BED AREA. L D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. m 8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 7-1/2" DIAMETER. SHEET TITLE: o a 9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. /r,//r, �+��/r,//r,��p 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO MAP REFERENCES: - W PLAN f� , BE UTILIZED FOR THE ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. 7) Map Entitled: "MAP OF A SURVEY MADE FOR IN �� m 11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT HAVEN LAKE GEORGE HOLDINGS. LLC" I I E GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC o INSTALLATION FOR NECESSARY MODIFICATIONS. Map Date: May 27, 2022 Prepared By: Von Dusen & Steves Land Surveyors SHEET: W 12L FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. GRAPHIC SCALE 2) Map Entitled: "WASTEWATER SYSTEM PLAN PREPARED 73. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS FOR MULLER ESTATE - IN HAVEN 0) DURING CONSTRUCTION. Map Date: November 16, 2027Ul O N 14. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR Prepared By: Hutchins Engineering PLLC 30 25 20 is to s a 15 30 120 f 2 OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO (IN FEET) N DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. 1 INCH = 30 FT. U 'R � 0 z V CD BACKFILL FOR SETTLING 24" INSPECTION PAVED DRIVEWAY E TOP OF STONE CENTER COVER (TYP.) OF STONE TRENCH TO W 0 / � �j/�j/�j��j�� / I I I I = BE SLIGHTLY DEPRESSED L� J N. N. INLET OUTLET lid z TERRATEX NO. 2 NONWOVEN L z Q CONSTRUCTION FABRIC OR I I (/ UNTREATED BUILDING PAPER I I I I / Lu o OR STRAW EARTH BACKFILL w cV JOINT x CO BACKFILL -III-I Z Z EARTH " III-III c-> N PERFORATION z 4" PERFORATED PVC PIPE OR00 EQUAL -I I I Q LENGTH MI I I o 0 0 0 0 0 0 0 0 0 0 0 #2 CLEAN CRUSHED -I I I I MI I Lu " N 4" INLET PIPE MIN. PLAN VIEW 4" OUTLET PIPE MIN. _ _ LEVEL TRENCH BOTTOM OR ROUND STONE I —III SLOPE @ - PER FT. SLOPE J'/FT. SLOPE - J"/FT. X GROUND WATER, BEDROCK WRAP BOTTOM AND SIDES OF —I I I I I N N z 24" OR IMPERVIOUS LAYER CRUSHED STONE "-1 g" STONE WITH NON-WOVEN III III- N O N- 6" LIQUID LEVEL THE SLOPE OF THE INLET g OR WASHED GRAVEL GEOTEXTILE SUCH AS MIRAFI o 0 0 0 0 0 0 0 0 0 0 0 PIPE BETWEEN THE N 18'$ RESIDENTIAL UNIT AND THE 160N OR EQUAL _ — = SEPTIC TANK TO BE Ya" PER \ \ _ _ L 42"-1,500 -1 0 �' —III -I r O NOTES: LONGITUDINAL VIEW z 11"If BAFFLE (TYP.) 48"-2,000 _ CROSS-SECTIONAL VIEW 1) DO NOT INSTALL TRENCH IN WET SOIL. 6" WALLS o -III III- co 2) RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. (TYP.) I I-I I _________ _ a 3) END OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. g" 4) SLOPE DISTRIBUTOR PIPE @ 1/16" - 1/32" PER FT. -III -I I MI I MI I I I I I I I I-I I I III—III-I MI I LL ABSORPTION TRENCH DETAIL 6" OF CLEAN SAND, PEA "+UNCOMPACTED EXISTING EARTH —��I—��—�� X' 111= III— �/� C Z X NOT TO SCALE LENGTH GRAVEL OR WASHED L Q AGGREGATE COMPACTED.NOTES STO N E I N Fl LTRATI 0 N TRENCH : SECTION VIEW Q 1. SEPTIC TANK TO BE PRE-CAST CONCRETE, AS MANUFACTURED BY FORT MILLER OR EQUAL. W 2. CONTRACTOR TO PROVIDE SANITARY TEES IN SEPTIC TANK. SEE CONSTRUCTION NOTES. NOT TO SCALE STONE ABSORPTION TRENCH, USE 3. HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. W EIGHT (8) LATERALS @ 50 LF EACH 4" PVC LID WITH THREADED PLUG - - ----- ----------------- ------------- - --- ----------------------- ---------------------------------- CONCRETE: 4000PS1 FINISHED GRADE O REINFORCEMENT: ASTM A615-GRADE 60 SIZE OUTSIDE OUTSIDE OUTSIDE LIQUID INLET OUTLET WEIGHTS, LBS Lu ASTM A185-GRADE 65 GALLONS LENGTH WIDTH HEIGHT LEVEL HEIGHT HEIGHT TOP IBOTTOM I BAFFLE I TOTAL ENRAINED AIR: 5.0%-9.0% ri r---------------------------------- MEETS ASTM C890 1,500 11'-O" 6'-0" 1 6'-3" 4'-1" 5'-1" 4'-10" 12,000 11,740 1,175 124,91.q ---------------------------------� 4" PVC SCH-21 Lr- --------------------------------- ------ --------------------------------------- 1 , 500 GALLON SEPTIC TANK p------- ---------------------- - W O } 4" PERFORATED PVC PIPE OR EQUAL NOT TO SCALE IIIIIIII -III I ~ J : Z ------- ------------------------ ------- ------------------------------------- 73 4'. MIN. = m W f 0 Z N 4' w o ---------------------------------------------7 NOTES: W t W > N L --------------------------------J CONNECTION OF BUILDING DRAIN TO BUILDING SEWER D 4" SOLID PVC SHALL BE WITH A GASKETED FITTING TO ALLOW FOR TH BEND GASKETED 4" Q a L N PIPE OR EQUAL THERMAL EXPANSION/CONTRACTION OF THE PIPE AND PVC, SDR 21 L O O c) -------------------- --- 4" PVC EFFLUENT __________________________----_----_----_----_----_____7 DIFFERENTIAL SETTLEMENT. , � +> SEWER FROM TANK L—---------------------------- J 20 - #1 �1` ♦ W O o ---- c� 25' - #2 � � 4" LATERAL-PVC SDR-21 4" OUTLETS i ��r (SEE PLAN AND PROFILE) O Z Z 3 o FINISHED GRADE Q _q ---------------------------------� �—� — — — p p c ---------------------------------------------- — — — — — — L---------------------------------J� d TO D. BOX FROM BUILDING L 12"MIN ------------------------------------------------------------ 7 N I I I I I I REMOVABLE COVER / ~COVER \ \�-\ DRAWN BY cvo PRECAST CONCRETE ----- ------------- DISTRIBUTION BOX, TYP. L .a CHECK BY NLZJ3 4"X4"X4" GASKETED WYE PVC SDR 3 50' _I - INLET BAFFLE INVERT 21 OR APPROVED EQUAL 6' DRAINAGE FILL EDP PROJECT NUMBER 13743 INLET 4" OUTLET E ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS N _ N - 2" MIN. EV, 4 _ (MATCH LATERAL MATERIAL) ONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE I / / 2" MIN. RN SCAPEAARCHIITECT FOR�AEER FOR LANDSCAPE AARCHITECT ENGINEER, OR Of 1O ` RVEYOR FOR A SURVEYOR, IS A WOLATION - THE NEWLd O / \ / \ / 1 ORK STATE EDUCATION LAW AND/OR REGUATIONS AND IS W ABSORPTION TRENCH DETAIL — — — SAN ITARY C LEAN 0 UT2 TYPO REVISION A cuss A" MISDEMEANOR. DATE BY NOT TO SCALE NOT TO SCALE 12"MIN COMPACTED CRUSHER RUN a OR PEA GRAVEL / rn 3 STANDARD CABLE-SPLICE/ -0 HDPE PIPE SEALS (TYP) WATER-TIGHT CONNECTION VENTED oi 4" OUTLETS HDPE PIPE SEALS (TYP) AT WELL SEAL WELL o SECTION VIEW GALV. IRON DROP PIPE e PLAN VIEW NOTES: WGU PUMP MOTOR CABLE L IN SEALED CONDUIT oLi 1. D-BOX TO BE #1 OR #2 DISTRIBUTION BOX BY FORT MILLER OR EQUAL. ~ 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. USE OF SPEED CONDUIT i LEVELING DEVICES IS REQUIRED. CONNECTION 12" MIN. N 3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND ELECTRIC 12"-18" FINISHED o DISTRIBUTOR LATERALS SHOULD BE AT LEAST 1/32" PER FOOT. BOX o GRADE 00 4. BAFFLE IS REQUIRED. - - -17 - I = 5. D-BOX TO BE SET ON 12" MIN. COMPACTED CRUSHER RUN (ITEM #4) OR >I IiiiTi OVER-SIZE DRILLHOLE FOR 3 PEA GRAVEL. I I I GROUT SHALL CASING SIZE PLUS4" WITH MIN. BENTONITE GROUT MATERIAL DISTRIBUTION BOX , TYP • GATE oFOR FULL LENGTH OF WELL w SWALE TO DIVERT SURFACE DRAINAGEVALVE Df o I I CASING z AWAY FROM WASTEWATER SYSTEM e w I I MOTOR CABLE o TERRATEX N0. 2 NONWOVEN NOT TO SCALE HYDRO- oN z PNEUMATIC PRESSURE ° 00 �� CONSTRUCTION FABRIC OR UNTREATED PRESSURE � I I I 6" DIA. x 50' MIN. STANDARD - - � w BUILDING PAPER OR STRAW TANK fl SWITCH z I I WEIGHT STEEL WATER WELL + l �= w PITLESS �3 CASING PIPE (AWWA A100) d(" w'�' FILL SYSTEMS STANDARD NOTES: ADAPTER o I I I }` N FINISHED GRADE 00 A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION. OR SOIL PERCOLATION TESTS PROVE STEMTHAT MAY BE UT ILIZED, PROWDEDUALITY AND DEPTH THE FOLLOWING SOIL PECIFI SPECIFICATIONS INADEQUATE ARE MET.AFINAL APPROVAL OF FILL FILL RELIEF PRESSURE VALVE I i I I _' /� \ \\ \\ \ 'QX 75�g S.ZOpE TOSTEMS SHALL NOT BE GRANTED THE ADMINISTRATIVE PROIQSIONS OFLTH THIS FILL IS IN ORDINANCE. AND THE SYSTEM EVALUATED ACCORDING ° PRESSURE B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: GAUGE \ \ 1 THEREGROUN MUST TER AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL OVER BEDROCK OR � e U \\/\\/\\ ROCK e a a Q 11 i / / / 2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL l v /\\/\\/ BE TWELVE (12) PERCENT. a I /// �//�/// / °TS, AND DROP ,. SCALE: � \\\\\\\\\\\\ \ \ J. OTHER PLANTFORMSLACING FILL , SHALL BEOF REMOVEDPRXISTING �OROTOGATHE PLNIC ACEMENT OFITHENG LFILL AND��E NATURAL 3/a" SPIGOT LINE CASING 2 MSEASONALA IIGH TOIii \i\ N.T.S. GROUNDWATER OR IMPERVIOUS 4" PERFORATED PVC r�j\\/\\/ /\\/\\/\\/\\/\ SOIL PLOWED OR SCARIFIED. FLUSHING/SAMPLING AMP TAP UNION SHOE L 4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY G/S d LAYER PIPE OR EQUAL \ /�\//\\/\//\//\//\//\//\//\ GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR CLAYS CONTAINING NO ti \ \\ \\ \\ \\ \\/\// ORGANIC DEBRIS OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER AND THE FILL CHECK/FOOT VALVE / ABSORPTION TRENCH, /\\/�\/\/ /\/\ \ SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SlX (6) MONTHS OR BE MECHANICALLY BARING LOADED BALL- a \ \ \ \ CHECK VALVE SUBMERSIBLE PUMP MOTOR s REFER TO DETAIL EXISTING GRADE / /��\/j\/j\/j\//\/\ COMPACTED. PERC RATE IN-SITU FILL MATERIAL SHALL BE 5-20 MINUTES PER INCH. Ln BY ENGINEER TUOPOBE SIZED N COMPLETION MIN./INCHLE FILL 5-2N \\///\//\\//\\//\\//\\//\/ 5. SUFFICIENT BOTTOM ANDLL MUST MAXIMUMBHIGHSTALLED SEASONA�GROUNDWATER.ENSURE A OF TWO (2) FEET BETWEEN ANY TRENCH BEDROOMS NOTE: OF WELL DRILLING. L RATE, REFER TO FILL NOTES \\�\\/\�\/�NN j��j�\\\\\\\ \ 2 3 4 5 ALL PIPE, FITTINGS, TANKS, SUBMERSIBLE WELL PUMP SHEET TITLE: . /�\\//\//\//\/ \ 6. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS PUMP CAPACITY, GPH 250 300 360 450 L WH CH COME AND AIN TORCO TACTSLA 7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP-SLOPE WASTEWATER DIRECTION AND OF SUFFICIENT LENGTH TO DIVER SURFACE AND SHEET WATER RUNOFF AROUND THE FILL PRESSURE TANK, GALLONS INSIDE 42 82 82 120 WITH POTABLE WATER SHALL a SYSTEM. BE NSF APPROVED STD. DETAILS SERVICE LINE FROM PUMP INSIDE DIA.* 3/4" 3/4" 1" 1-1/4" 10' MIN. SUMP41 8. THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW oL, NATURAL SURFACE RUNOFF, AND SEEDED. *SERVICE LINE LESS THAN 50 FEET LONG, HDPE PLASTIC OR TYPE K COPPER. TUBING FOR SERVICE LINES 50 FEET TO 150 FEET USE o 9. SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON NEXT SIZE LARGER PIPE. THREE (3) HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER SHEET: Ld ABSORPTION FIELD CROSS SECTION AT END OF LATERALS 10. THE CONTRACTOR SHALL IDENTIFY THE SOURCE PIT FOR THE FILL SOILS SO THAT THE ENGINEER CAN DRILLED WELL, TY po PERFORM IN-SITU PERCOLATION TESTS (5-20 MIN,) TO CONFIRM THE COMPLIANCE OF THE FILL SOIL. rn N❑T T❑ SCALE ALL TESTING SHALL BE COMPLETED AND THE ENGINEER SHALL ISSUE A LETTER OF COMPLIANCE N❑T T❑ SCALE 2 o f 2 N BEFORE ANY SOIL IS BROUGHT TO THE SITE. THE PERCOLATION RATE OF THE FILL SOILS SHALL BE IN THE 5 TO 20 MINUTES/INCH RANGE. N L O) N G z Ln E V3, LU 0 /m/0" A om 7717 "M 2- . I............ < �"5 W A/1 LLI LLJ % CD `X 10 cm C) go cy Z,, d) ci I/q al, .......... < A, M1, T rl LLI Q 'q N 't < 'x m N 0 f)f p 4 f Lu LED WELI, :�,Tl N F-- a U) HOUSE < Lu < ui 0, u 2 F� d gg mr ,19 x < M 1� W j M I Do, 71 ,�....... Lu 0 AS—BUILT DIMENSIONS LL A.0 47.7' W, kD 55.V GARAGE cn A.E 104.0' 0 UJ A.F 104.4' g A.G 57.7' 1,500 CALLON PRECAST B:C 38.1' ,,jCONCRETE SEPTIC TANK 8:11) 27.8' 81 75.7' 0 U) B:F 94.0' Lu >_ Lu 8:G 66.5' Ill 0 I�&/'IMW Z", z :2 'RALS AT cn W >_ < Z 0 W Z < < w 5�A 0 o _J LL _j 0 Z E UJ z W D U O� 0 ui C) g 'I 1EEEEE REVISION DATE BY 0 IL SCALE: 1 20' 7� SHEET TITLE: E c GRAPHIC SCALE SEPTIC 2 AS—BUILT 20 20 15 10 5 0 40 80 SHEET NO. (IN FEET) LB 4) 1 INCH = 20 FT. 1 OF 1 JLT Building Services, LLC 700 Indian Road Fort Plain, NY 13339 518-925-7718 jlt uildin services m il.corn Blower Door Test Results Report Test Date: August 8,2024 Client Name: Garden Time Client Address: 652 Quaker Rd Queensbury, NY 12804 Test Site Address: 4 Tuthill Road Queensbury,NY Test Data Area Tested [cult]: 42,756 cuft Infiltration Rate Results [CFM@50pa]: 1,757 cfm50 ACH50#as tested at 50 Pascal: 2.47ach *2018 Code N1102.4.1.2 requires<_3ach Based on our test results your building......................PASSED *Air Infiltration Testing for 2018 IECC Residential Code Provisions and 2020 NYS Energy Code R402.4.1.2 I certify the above information as performed in accordance with Resnet/ICC380,ANSI E779 or ASTM E1827 protocols,and BPI standards using up to date calibrated Retrotec equipment models#5101 and#DM32 as required. Thank You for choosing JLT Building Services LLC. Jim Telfer BPI ID#5058106 11 WASTEWATER SYSTEM — BASIS OF DESIGN WASTEWATER ABSORPTION FIELD DESIGN CALCULATIONS: //�_ l I'llREGULATORY AUTHORITY. TOWN OF QUEENSBURY THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH S NYSDOH APPENDIX 75A AS FOLLOWS: / , DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (1GNYCRR APPENDIX 75-A), DESIGN PERCOLATION RATE = 16-20 MIN/iN WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM. TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136. SEWERS AND SEWAGE DISPOSAL - PART 1, TOTAL BEDROOM COUNT = 5 ON -SITE SEWAGE DISPOSAL SYSTEMS DESIGN FLOW = 110/GAL/DAY/BR PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE THREE (3) BEDROOM = E X 5 = 550 GAL/DAY LE ®�� RESIDENCE AND TWO 2 BEDROOM GARAGE, SHALL CONSIST OF A 1,500 GALLON PRECAST CONCRETE APPLICATION RATE = 0.7 GAL= 550 F CI O REQUIRED ABSORPTION AREA = 550 / 0.70 = 786 SF ` SEPTIC TANK, - GRAVITY DISTRIBUTION SYSTEM TO ABSORPTION TRENCH DESIGN. REQUIRED TRENCH LENGTH = 786SF / 2. OFT = 393 LF PROPOSED FIELD = 8 LATERALS AT 50' EACH = 400 LF �"'_ , "" PROJECTED FLOWRATE. BASED ON A FIVE (5) BEDROOM COUNT AND NYS DOH STANDARDS FOR POSTS - �, . 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW = 400 LF X 2.0 FT = 800 SF E 6, ,n �, ri- ,. (ADF) !S 550 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE 'LOW FLOW' TYPE L) l ; p MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS NEEDED. IRIS FLOWRATE� Ma j' 1 I DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT ,, r j TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE I !j 1�1COMPONENTS BE PART OF THE HOUSE DESIGN. NOV V 2023 bb" SEPTIC TANK: A 1,500 GALLON SEP77C TANK IS PROPOSED FOR THE FIVE (5) BEDROOM DWELLING. L.. '11,11,ABSORPTION FIELD SYSTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A 393 LF (MIN.) STONE TOWN, OF�--- TRENCH CONFIGURATION DISPERSAL SYSTEM WiTH EIGHT (8) LATERALS AT 50 LF EACH, 400 LF TOTAL.`®�'aY BUILD _G ES \ �. A AV/ A 'V ` l i l i i. i `t i i` x s t t 1 l 1 A \ V v. / � v I i ;" i ? 1 t i i i i ;� l \ \ \ \ \ /� ' .. \ , 't , { : t L t i i \ ' t t `, t it t 't t ^^^ �' > _ _ V A / y y v y V \ A \ /, , A �1 't xi , i t , , i . i ? x t j// ! V A \ \ V A\ V/< ' yvv \ \ 1 Z +'Lex i i ?i is �i a e,/'�i�� , i t t�%y ? ';xy' �/ '� <J : // �'i t .'` A\ \\ A \\ ";s v / N' \ `� 't �t ! i i i ' 't ziT?�.%`tY Y, � i P ��' J � E R " U R 1 ^.,,, 1 t I i , r" 'i �} \ ^-\ \ \ 11 1 C ,\ /,`{ \\ \\ \ \ ��\ \ x / /< \`\ �\ �t ix `t t �`�tx i. 1 i j it i A ;� \ ,t _ tt \ \\ \\ f \ \ \ \ t ? t 1 i 3UfiI i IV 7i( QQ!E `,DEPT. \ `\ \ t \ t\ \ ,/' \ `\l \\ \\ \\ �t tyI i ;t '\ % i i i i i r t i, t _, I / % / Il ',x 1 ` \ y \..'' f r' \\ \ \ \\ / \J\/ \ ate`. O i i i i i F i 111 / r\ , ____" l t i v0 `t \ i\ ,� \\\ Z \ \\ \ \\ , \ "\ �y 'l x x i ,i i y i try,,, �'" ,`t I'll /' '' i \ \ t \ \ \ \ \ `\ \ \ i / �" \ '\ y i i i i xLJ i e' t \ i , ti , + t \ � 't x 4 , \ i l \ xi? t\ , i \ t \ i - t t i t ? x i t / , \ t t / / l l \ j a x /' / / ' - --7 , � _ _ t \ \ \ \ ix \ .� / � l '\ \ '; i � , 1 t i i t? t \x. t i / % 1 % y 1 \ ' \ _ ' — - - k \ ''� \ �\ '\ '\ '.\ - — - - — k, `\ `\ ,`\ l i i i ?. i i ! ,i ? t ''L t ,\ ,\ \ , \ /' \ x `t \ 1 ``` `\ — __— ''t\ 'i F i i i. i i x ' t i t i ; i `'zi t i \ /• ^�^ �\� 11 j , \ \ \ t ..\ '`.._._ \ \.__—. \. `i j i xt x i t , i t i { i , i ,, \\ /\ /� \ - ` _ _ 't i \ t '1 _ ----- •..�----------- \_ \C/ \ \y 't 't t x i 1 } i i }. t t , t, I _ - '\ \\ t — \ 1 \, \ t t / i .' \ \ '` } 't — - �`` \ I \ 't \\ � ,''i t i `i i � i1 , i i i ti i i i , \ i / ` \ \ tti \ \ \ - _ \ \ \ i \t \t \ \y i t } i } i1 ii i 1 1 i i } } \ \ t \ \� \ \ \ \ t � :\ x i, o i i i 1 i i `, \ < / \ \ ` \ i \ - ,►-, N 1 `\ ,`\i i i ` i ' i i i yi 1 \ --�_ - �".� \ \ a \ i i i i �1} F'G EN S$URY - -- •-� \ i \ \t \ , s i Tb iN Q - / - � i B ILPING D XRTMENT \t �% \,' _ \ i _, , \ \ \\ . 0 \ \ f / \ � t y � i i � i \y ii i k ? , i i r lirnited' xa' i anon, compliance \\ �� `y `'\ \ \ \\ \ \ \ t ``\ \ f\\\ \\ x x \ l i x x i t i i iB� etloro tl'1 �', \ • \ \ \ \. \ \ \, , \ `\ f \. , i x, t t '\ i t i i i i i ` \ a1 `\ \, \l x i i \ ./ 9 40 G \ \ 1 \ \ \ t t \ \.,` k i i t t t 't 'y t 1 ti x i t z x a ss �!�Ii , t i wittl our Corhm�nt$ sail';no be construed as a _ \ ? re in :,' �" \ti N8� � \ \ \ \ ,+ \ , i i ` 1 � plan a d � a�iflcations a z' \ \, \ \\ 1 \ \`\ ``\1 `.`., i i i t t t tam`' `\ '\ ix I xi i fx i i 1 1ndlCalin till pp '\ \ \ \ ` \ `t \ i t x i i full; cdmpli*e \With a 1Bu�ding Codes of ` 1 �t �. \ \ `\ \': \ , \\ t \ i S t { •i t t i x t \ i t i \ i ? i I '\ i x A\ i t x i St e , � k 1 , ale Ybr \ , 1 , t i ,,tt 1 \ t i i i '�t ''1 \ i s l x t i , 1 1 4 `\ i i \ \ t t i 1 t L x ll \ i `� 1 y l , x i i x `\ \ L '\ t t i , \ \ t }} t 1 x t I 1 , % t i t i 1 _.. `. , t ,. � \ \ ` . \ t \ \ \ , i x. t >\� i , t i t i ? `t t _ \ .....,, \ ! yl i \ :� \ \\ \`\ , ` \ \ 1 \ \\ \ `� \\ :/ .i ii. xi ; ; ? 1 a\' i 1 si ti i i L i x ;,s `tj ti '�. +�\.. ��... \ ` \ i \ , / x x i x ' t i , i , 1i 1 O ... \ \ `, l , \ i i / x t i ? , x ,t ,i { 1 11 i tti , i i i `t \x It 't 't '1 i. ` \ \ } I ; ' \` \. \\ \\ ` ? :� t +,\. \ \ \ ` i 1 i , i. ; ti i (it t / 7 i i t 'i. } F t , t x x •i.. " I \ \ \ \ ,� , \ t \ \ t i ti ? i L /, I % i I , t I i 1 t 't \ \ \ \\ \ \ ° \ \ \ \ i / i ii I i } i ' '; I l I i { i I i ie ; i \ 1:)\\ r w \ \ \ y `\. 1 \ i t ? ,i i i i i 1 { i , { 7 I I q I \ NO2'f 12 \ \ \ \ \t \\ \ i I i i 1 i i i 1 i /' // I i i i ! I I J i 96.1° \ 1, \ i t t 1 i i i i ; F / , # I j I j� I — .. �� .\ •� `i , 1 f` �,.,,�` \ i '} i i / t, %' �+ I 1 { i -- — j I _`\� J. \ % i ..`\ i .t— 1 1 i i I '�. f I t t ? 1 / I f \ 18' WIDE PAVED DRIVE /`' i '', { i i' t i— 1 — i i i j t +\ I !'+' ! i t :+' f, _! _— --, — i 1 I j I t a 11 \ N. aD `, :x I # i ; i , r'F jr /f i f / I { i 1J i\ \ — i i \ } 1 t I? I 'i i i -� { \ , `i 1 1 t -f- \ i {�� i f I I { \ i I M t \ i / �' \ � t F t i I J i l I I ii 1\\ /,' i 1 I r 1 — 1 — 1 \ t I : , x} i' `\ \ `\ \ x it xx FES W RIP -RAP , I i \ i I' -{- - - v' / 11 1 i 1 I I I SITE LOCATION MAP \ \ t / t I` y — i 1 ,.._ . \ \ \ 1. i 1 18" INV=865.50 1 \ ii , ,',,, ` / 1 — —il — — i1 ,' `' .` r i 1 i 1 1 I � 1 , SOIL DATA. --;\ --- l' e. „ , _.. \ `\ \. \\ , ` i t , \. t ,i t — T' I �'+' /I, i I t t i SCALE: 1 = 2000 \ \ `\ `\ i tt i \.\ �\ — / x> i i I i `, i ATHE FOLLOWING INFILTRATION TESTS WERE PERFORMED ON MAY 28, 2021 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: /L SOIL STABILIZATION RATE=96 iN./ HR. THE FOLLOWING PERCOLATiON TESTS WERE PERFORMED ON JULY 12, 2023 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: P 1 C SOIL STABILIZATION RATE=18 MIN/iN. \ P &22 I \ SOIL STABILIZATION RATE=6 MIN/IN. \ _$� SOIL DA TA: ,\\ THE FOLLOWING TEST PITS WERE PERFORMED ON JANUARY 15, ` 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN \ PARTNERSHIP, LLP. \ - \.. TP#_1 \ \ \ 0" — 14" TOPSOIL/ORGANIC MATERIAL �__ 1 11 14" — 40" GREY LOAMY SAND, VERY ORGANIC, ROCK LEDGE I FRAGMENT ,` -- % - 40" ROCK REFUSAL/LEDGE i` NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE { i 1 THE FOLLOWING TEST PITS WERE PERFORMED ON JULY 12, I 2023 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: TP�2 0" — 12" TOPSOIL/ORGANIC MATERIAL 12" — 36" LIGHT BROWN SILTY SAND —_ _ — 36" — 60" GRAY SILTY SAND POTENTIAL EVIDENCE OF MOTTLING AT 36", NO GROUNDWATER OBSERVED TPj3 0" — 12" TOPSOIL/ORGANIC MATERIAL 12" — 36" LIGHT BROWN SILTY SAND 36" - 60" GRAY SiLTY SAND MOTTLING OBSERVED AT 36", NO GROUNDWATER OBSERVED TP.#�4 1 O" — 12" TOPSOIL/ORGANIC MATERIAL i 12" — 30" YELLOW —ORANGE SANDY LOAM 30" — 52" GRAY BROWN SANDY LOAM NO SEASONAL HIGH GROUNDWATER OBSERVED GENERAL SANI TAR Y NOTES, 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. J. MIN/MUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS SHALL BE 20 FEET. 1 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET. I 5. MIN/MUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. 1 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION. B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. C) PRIOR TO BACKFILLING BED AREA. D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. 8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2" DIAMETER. 91 WHEN THE BEDEA HAS L SURFA BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED S1 UIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO THE ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. N DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS IN THE EVENT THAT 10• CONSTRUCTION s ARE TO 8E INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC BE UTILIZED FOR)R NECESSARY MODIFICATIONS• SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE 11, THE SYSTEM DES�� GMAGE GRINOER S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS uOMPLY WITH ALL 0, ►tThII s11% f( .,YIA1I \ \ \ \ ` x i i I i \ —,J i\ f r f �\\ A j I l 1 i y x i ` \ t a ° ii ' i \ \`\ VEGETATED SWALE W/ — \, f — i t / I 'r I'' ;' j ( i i i i i i ix i ';11 i t \ \\ \ \ i i 'i i I \\ STONE CHECK DAM �� \1 j ? 'y /I f' /+ / /± w j' i , ; `; i i tt ii \\ \ \ ` t i' i s >c-- — '� \ \ \ , \._ r J F+ I r+ I+ i y�\ i ' I i i %i t t x i x ` V A I V ` s I .V 'C \ , { \ fhI'. r` / l /' i` t 1 1 i 1 i x \ i ti x i i 11 \\ \ \\ \ \ i x .i i — ,� \\ \ \ \ ,\ I II i,. ,1 i 1 i t `x `xx ,t .> ,t x \ \ s + `\ \. f� j'� 1'� 11 '� r ;'Y\\ z i 1 i 1, i x tx , i i �\\ c4G \\ �\ — \L — _?i c'" \ `\ ��,.� FES W/ RIP —RAP \� \ STONE INFILTRATION+ TRENCH ;' \ i 1 i I } i i i i i , it a \„/'C 18" INV=853.50 \ f _ 1_ \\ i i i zx i , i r O \ \ ", \ I t I i i t t i \ \\ ` \\ \ I ,4 Q\ \ \\\\ `QvOOo' a t f \. ,\\ \ ...� \..,\ \\\ �\ \\ `� \\ t i+' x `\ ,i x x xi t x \ a� :r �1 \ \ \ \ \ 1 i i tt tt tx j `\ \ 18" ADS N-12 \ \ \\ \\ 11 `\ 0 O4)6 'q I, �. \� \\ \\ \ \ ', tt \ 'I t i , \\\ \\ \ \ 26 LF @ 9.62% ,\ \ \ \ `\ :i 0000' i I. \ \ \ * \\ \\ \.\\ \��\\\ � \\ \\ \ \ \\ '�\ ,I � \ , \ t � � \\\ ` `, \ \ \\11 O b \\ \ \ \. \. N, IN \ \ , , i \ L \\ \ \ 1. y11 N08 53'1.2'E v � `V c \ v\ -11 iv` \t ��t`x 852 , Oo0'c # ♦•../I y. y A..�.. \\ v \. \vyv. v �� \ A\ \v \\ \\: \� .\ \ \ 11 Nt \ ,�V �. v\ `. 88, 22' I \ \ ` \ ` t\ \ \ \ ' \\ \ `\ ` \ x i O . / V� / ,.\, \ "\ \.-, }101 i \x \ t \ l `l ` 'i 'y 1 \ \ \\ \` \\\ \ FES W RIP —RAP :\k t \ ,40 \\'? i ;i i \1 it F y y \ \; 18° INV 868.00 \ I i \ \ o i \ ii xi i L I , \ 1 \ I \ �, \ \ `\ I \ ° x x tt xi \` L'r 128.43' l \ I I� '. l\ i% '\ \ \ \/y' \\ \ \\\ i r r g `i x x x 1 'I / '\ 1 \ 1 t i , 'tli1 \ \, / \i \\ i , 'i i 6 i \ \ \\ y r i 1 1 I 1 i 1 \ \ I, y 18" ADS N 12 \\ \ A I / \ It \\ \� \ 65 LF ® 1.54%'\ y 1 qa- / 1.t i i, 1 1 i I 1 I \ \ \ \\ 'O" I i '`\ x ''i i 'I i \ of O i i 1 \ ., 1 r \ t i t i i I i \ \ 11 It ry�O 1 i i I j, # �\ I. \ 't ` ` \ it `tl ,\ `'1 ' r/ , 11 '\ t x 'x ix i a@� i 1 i 1 i I i E I 1 1 / l ff ,i t j .,\ + t 1. 1 t `,\ } f0 i i ' I I ..\ / \\ I r 1 ti i `i \ \ i i % , i , i i '\ ` 1; . 1 Y / \ `4� x ,, i i.` ' € 1 1 1 E \ i , " ^- \\ \. i E i ,\ ii i i `� ii is it e , i\ i . �A�........ ry i I I i y ix i i i 1 1 i \', 3 j \ I , W i . 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MIN SLOPE I \ \� \\\ \ �\ \\\ `\ \� \ \ I t \ t \i \ 1 I f \ ;i 1 i ;\° / \\ \ \\ \ \\ \ I 1 \ /` I i . 85�.00\� ib \1 \ 1 1 1 I \ //' i 1\ ? i ' i i; \ , x %\1\ \\\ \� \ \� �\ \\`l i ! i 1 I / \ \\ i t i �� 4" PVC SDR-21 GARAGE \ \\\\\ \ �� \\ \ \\ \\\ \� 1 I : 01 I I j t { \I t ' i i ��' SEWER ® j"/FT. MIN SLOPE \, \\ ,� \ \\\ �\ \� \\\ i i 1 IIII 1 I _ _ I ___. -` / ) \ i ' %i :` \ ' \\\ \� \\ �\ \ \\\ \\ i } 1 j %i x ' ■I 1 1 c30 4 ' �— Z2 - 2� ^ �� ,.` (�4�� i/ /' ♦ \ \\ 4 \ \\ \\ \ .' \ \ \\ \� \ W t I I }�[C. k:3 \ _.._ �\ i \ i, \ \ 1,500� GALLON PRECAST \\ \\ \ \\ \ \\ C11 I i i / \\ \ _ \ \ CONCRE?E SEPTIC TANK - \� \\\ \\ �\ \� PROPOSED WASTEWATER SYSTEM, 1 0 i i , ! i 1 Terrano, Steve Denise ��✓✓ ,' \ — \ `\ \ \ \� USE EIGHT (8) STONE TRENCHES ! i i ' 4 `• i ,�C/ ._ \ i `1 I I 1 1 t Tuthill ,, iot 6 ' �. \ 4" PVC SDR-21 EFFLUENT ,," \ \ i 1 1 1 AT 50 LF EACH, REFER TO i ; i i 1 I 1 i - /`j t ` , __ \ , \ `,\ \ \ \ \ 1 ; DETAILS & CROSS SECTIONS 0 ; ! I 1 I SFD W/fnshd bsmnt 3360 s.f., Gar 1800 s•f. - , i \ \ SEWER ® /FT. MIN SLOPE \ \\ \ I *, / /J f ; \11 t 't \ \\ \ `\ \ i 1 a 1 i i 1 _ _ 4/� i i L \ i 1 1 :m 1- 1- --t i ?i PRECAST CONCRETE `\ \ \\ :i I 1 1 i i i {j i I =i x t `, \ . j 1 i j I11 DISTRIBUTION BOX.,,,, \ \ 1 l 1 1 � I I 1 I i ;i `D /f \xi \ x \ `\ �\ I ; � 1 i i I I j .� /�' :\ `� 1` I t\. \ I' \ ! i1 1 f ? i 1 1 { i { i i i g: I 1- I ' t € O !` ° VEGETATED SWALE TO DIVERT ANY SURFACE `\ ,/ i i ` i I I 1 I ' 1 1ti 1 r i 1 I : 1 I it fr/ \` `, RUNOFF AWAY FROM WASTEWATER SYSTEM r` I'' \ f� // j f' }I tl 1 I I ! 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II f , // r\ i l i ij Ii r'/ ' t t, /, } f/ `++,, i , /' \t. \`. \ \ / I I { /} , II/r I \ r I I r r i. II t /' /t , / i / / I I' ,' s I # I I I /` / 1. \ i i \\ i it !' / , \ �,' l''tff'' /`( / /` /; I i I j I i`\ :\ � X\i t ', / f 'f, '}; }, , r tr /; fj /I `\ I , i i i r: , ,\ \ '\\ \ \ { 1 2 I1 !' i. I II - ;� f . F , / ,' % ,, / I It i , i. ,�; `1 t t t 1 �y j f , 1 i' !L /` ; ii ; j r", t ,/, f //t �r`/ , /r '/• - CES: f` I i I , MAP REFEREN \ \\\ i it y \\ I I / r , I I ,'' ,,1" , /. / ;/, \ a // LI lI \ `. \ , i I ,1 t \`. I 3 1 T I ' } ! 1 f, f'' f, }r' /, I, ,' I' / / r, /rt J 1 Ma Entitled: "MAP OF A SURVEY MADE FOR IN 1 � I I ' � f / / i` p GEORGE HOLDINGS. LLC" �C ^`h' -20 HAVEN LAKE Map Date: May 27, 2022 prepared Ry; Van Dusen & Steves Land Surveyors Ma Entitled: "WASTEWATER SSTPLAN P INNHAVENARED P FOR MULLER EAT GRAPHIC SCALE '2G 3C _- �_ E '0 5 0 15 30 (IN FEET) 1 INCH = 30 FT_ "Ill is i "I., � �II // I (I \ \, o 11 \\- I \ ro} i fl� , w. w \ =i 2 w, i , I \ 1 \ `\ \ h r� / Z Z_ meµ\ > r �•'/ ,O N " if .,.. 2 .. 11 ll ,11 '- � C A �................................-. {E O N co N W N N I. 2 C`) 1 m 0_ Nw I..L ® Q O U 0- LL Q w Z 2 ll— LU � W in 2 W >0 O LU ry 1^.L LL 2 o 0 < O Oz >- 1LW _ J D Z z =mW F— V/ 0 r ICI W ,t w 3 �/ / Q `Q U 0 ® ®� O L O LUQ Z 000 a. _j I- U DRAWN BY CVD CHECK BY NLZ EDP PROJECT NUMBER 13743 £ ALTER "- - TNESE DOCUMENTS IN ANY WAY, UNLESS ONE UNDER THE DIRECT SUPERNSION OF A COMPARABLE ROFESSIONAL, (LE.) ENGINEER FOR AN ENGINEER, NDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR SURVEYOR, IS A NOLAPON OF THE NEW K STATE EDUCATION LAW AND/OR REGULA77ONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY _' /I N � >s �\ r ��- ate` ". rl�', ,F w L` LU �� III I03S6 \_ SCALE: ill =30' SHEET TITLE: WASTEWATER PLAN SHEET* 1 of 2 BACKFILL FOR SETTLING TERRATEX NO. 2 NONWOVEN z Q CONSTRUCTION FABRIC OR g UNTREATED BUILDING PAPER EARTH OR STRAW xx `O BACKFILL z 4" PERFORATED PVC PIPE EQUAL LEVEL TRENCH BOTTOM GROUND WATER, BEDROC N z 24" OR IMPERVIOUS LAYER i NOTES: CROSS -SECTIONAL VIEW 1) DO NOT INSTALL TRENCH IN WET SOIL. LONGITUDINAL VIEW 2) RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. 3) END OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. 4) SLOPE DISTRIBUTOR PIPE CAD 1/16" - 1/32" PER FT. 1 ABSORPTION TRENCH DETAIL NOT TO SCALE 4" PVC EFFLUENT SEWER FROM TANK PRECAST CONCRETE ISTRIBUTION BOX, TYP. EARTH BACKFILL STONE ABSORPTION TRENCH, USE EIGHT (8) LATERALS ®50 LF EACH —----- -------------------------I 4" PERFORATED PVC PIPE OR EQUAL ------------------------ 7-: -- - - - - - - - - - - - - - - - ------ -- I 4'. MIN. 4 ----------------------------- ----------------- --------------- � 4" SOLID PVC r— PIPE OR EQUAL ------------------------- ---------------------------------� U 0 ------------------ --------------- - , I� 50' _ I ABSORPTION TRENCH DETAIL NOT TO SCALE 2' MIN. SEPARATION TO SEASONAL HIGH 3ROUNDWATER OR IMPERVIOUS LAYER SWALE TO DIVERT SURFACE DRAINAGE AWAY FROM WASTEWATER SYSTEM 4" PERFORATED PVC PIPE OR EQUAL ABSORPTION TRENCH, REFER TO DETAIL EXISTING GRADE VI PERFORATION )PE ®j"-3�"PER FT. USHED STONE J"-1 J" WASHED GRAVEL TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER OR STRAW — FINISHED GRADE USEABLE FILL 5-20 MIN./INCH PERCOLATION RATE, REFER TO FILL NOTES INLET — 4" INLET PIPE MIN. SLOPE J"/FT. Z — I 24" INSPECTION I I COVER (TYP.) I III III II II II II LENGTH PLAN VIEW 6" 18" 6" WALLS (TYP.) LIQUID LEVEL 8" BAFFLE (TYP.) 6" 42 48" -1500 ", -2,000 o OUTLET —y- 3 #2 CLE 4" OUTLET PIPE MIN. SLOPE - J"/FT. OR F WRAP BOTTOM AND SIDES THE SLOPE OF THE INLET STONE WITH NON -WOE PIPE BETWEEN THE GEOTEXTILE SUCH AS MIF RESIDENTIAL UNIT AND THE 160N OR EQI _ = SEPTIC TANK TO BE Y4" PER J U' FT. w D _ D UNCOMPACTED E — 6" OF CLEAN SAND, PEA GRAVEL OR WASHED LLNG I H AGGREGATE COMPACTED. NOTES: SECTION VIEW 1. SEPTIC TANK TO BE PRE -CAST CONCRETE, AS MANUFACTURED BY FORT MILLER OR EQUAL. 2. CONTRACTOR TO PROVIDE SANITARY TEES IN SEPTIC TANK. SEE CONSTRUCTION NOTES. 3. HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. CONCRETE: 4000PSI REINFORCEMENT: ASTM A615-GRADE 60 ASTM A185-GRADE 65 ENRAINED AIR: 5.0%-9.0% MEETS ASTM C890 NOT TO SCALE 2011 - #1 25" - #2 — 4" OUTLETS T VVILLIJ PLAN VIEW SIZE GALLONS OUTSIDE LENGTH OUTSIDE WIDTH OUTSIDE HEIGHT LIQUID LEVEL INLET HEIGHT OUTLET HEIGHT WEIGHTS, LBS TOP IBOTTOfl BAFFLE TOTAL 1,500 11'-0" 6'-0" 6'-3" 1 4'-1" 5'-1" 4'-10" 12,000 11,740 1 1.175 24,915 FINISHED GRADE 1L MIN COVER REMOVABLE COVER INLET 4. BAFFLE, , o INVERT 4" OUTLET N — 2° MIN. EV. �2" MIN. �o 12"MIN COMPACTED CRUSHER RUN OR PEA GRAVEL , WIPE SEALS (TYP) HDPE PIPE SEALS (TYP) SECTION VIEW NOTES: 1. D-BOX TO BE #1 OR #2 DISTRIBUTION BOX BY FORT MILLER OR EQUAL. 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. USE OF SPEED LEVELING DEVICES IS REQUIRED. 3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTOR LATERALS SHOULD BE AT LEAST 1/32" PER FOOT. 4. BAFFLE IS REQUIRED. 5. D-BOX TO BE SET ON 12" MIN. COMPACTED CRUSHER RUN (ITEM #4) OR PEA GRAVEL. DISTRIBUTION BOX, TYP. NOT TO SCALE RPTION FIELD CROSS SECTION AT EN[ ;roi F 1 OF LATERPLS FILL SYSTEMS STANDARD NOTES: A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION. OR SOIL PERCOLATION TESTS PROVE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION, A FILL SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE PROVISIONS OF THIS ORDINANCE. B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS 1. THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL OVER BEDROCK OR GROUNDWATER 2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TWELVE (12) PERCENT. J. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS, AND OTHER PLANT FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED. 4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. PERC RATE IN -SITU FILL MATERIAL SHALL BE 5-20 MINUTES PER INCH. 5. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF TWO (2) FEET BETWEEN ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL GROUNDWATER. 6. ONLY ABSORP77ON FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS ABOUT THE FILL SYSTEM IN THE UP -SLOPE 7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACEFACE AND SHEET WATER RUNOFF AROUND THE FILL DIRECTION AND OF SUFFICIENT LENGTH TO DIVER SUR' SYSTEM. SHALL BE CROWNED OR SLOPED TO ALLOW 8, THE TOP OF THE FILL OVER THE LEACHING FACILITY LOPE NOT STEEPER THAN ONE (1) VERTICAL ON NATURAL SURFACE RUNOFF, AND SEEDED. 1EWALL AS ORDERED BY ENGINEER 9. SIDE SLOPES OF THE FILL SHALL BE GRADED TO A S FOR THE FILL SOILS SO THAT THE ENGINEER CAN THREE (3) HORIZONTAL UNLESS RETAINED BY A STOi TO CONFIRM THE COMPLIANCE OF THE FILL SOIL. EER SHALL ISSUE A LETTER OF COMPLIANCE 10. THE CONTRACTOR SHALL IDENTIFY TESTS OU2CEMIN0ERCOLATION RATE OF THE FILL SOILS SHALL BE IN PERFORM IN -SITU PERCOLATION Al I TESTING SHALL BE COMPLETED NFDST THE EZE'' STONE INFILTRATION TRENCH NOT TO SCALE 4" PVC LID WITH THREADED PLUG 'INISHED GRADE PVC SCH-21 NOTES: CONNECTION OF BUILDING DRAIN TO BUILDING SEWER SHALL BE WITH A GASKETED FITTING TO ALLOW FOR I �TH BEND GASKETED 4" THERMAL EXPANSION/CONTRACTION OF THE PIPE AND PVC, SDR 21 DIFFERENTIAL SETTLEMENT. 4" LATERAL -PVC SDR-21 ` (SEE PLAN AND PROFILE) ---�� - -'-r--- TO D. BOX FROM BUILDING 4"X4"X4" GASKETED WYE PVC SDR 6" DRAINAGE FILL 21 OR APPROVED EQUAL (MATCH LATERAL MATERIAL) SANITARY CLEANOUT, TYP. NOT TO SCALE STANDARD CABLE -SPLICE/ WATER -TIGHT CONNECTION VENTED AT WELL SEAL WELL GALV. IRON DROP PIPE WGU PUMP MOTOR CABLE IN SEALED CONDUIT CONDUIT CONNECTION 4li 12" MIN. 12"-18" I FINISHED GRADE - I- - OVER -SIZE DRILLHOLE FOR GROUT SHALL BE CASING SIZE PLUS 4" WITH MIN. 1Y2" BENTONITE GROUT MATERIAL = I I I FOR FULL LENGTH OF WELL p w I I CASING �o o I I MOTOR CABLE Of CY I I I 6" DIA. x 50' MIN. STANDARD PITLESS z I ( WEIGHT STEEL WATER WELL ADAPTER o I I CASING PIPE (AWWA A100) L m I I ROCK DROP LINE CASING SHOE CHECK/FOOT VALVE SUBMERSIBLE PUMP MOTOR 3/4 H.P. MIN. TO BE SIZED BY ENGINEER UPON COMPLETION NOTE: OF WELL DRILLING. ALL PIPE, FITTINGS, TANKS, SUBMERSIBLE WELL PUMP PUMPS AND APPURTENANCES WHICH COME INTO CONTACT WITH POTABLE WATER SHALL BE NSF APPROVED STD. 10' MIN. SUMP 'JtTCVila LINt LtSS IHAN 5U I-LLI LUNG, HUNt FLASIIC UH I COPPER. TUBING FOR SERVICE LINES 50 FEET TO 150 FEET TYPE K NEXT SIZE LARGER PIPE. USE DRILLED WELL, fyp, NOT TO SCALE ELECTRIC BOX °d GATE "a VALVE HYDRO- 8 PNEUMATIC PRESSURE a PRESSURE SWITCH ' TANK HIGH PRESSURE RELIEF VALVE PRESSURE GAUGE I n d d a d 34' SPIGOT FLUSHING/SAMPLING TAP UNION SRING LOADED BALL - CHECK VALVE BEDROOMS 2 1 3 4 5 PUMP CAPACITY, GPH 250 300 360 450 PRESSURE TANK, GALLONS INSIDE 42 82 82 120 SERVICE LINE FROM PUMP INSIDE DIA.* 3/4" 3/4" 1" S I N to .Q. . t Cam: =Iz ca ate'. Ei.. _� .. N CM N N W N N N 2 I, C7 r' J O � Lu a. ® � Q LL ud U)Z Lu Z F- iCll G W > cl) Lu N L^.1� L.L G Q W 0 0, zI m W L0 Z ® r LLJ wW ^^ rr� V J cy u_ Qn/ ®LL0 Y• �0� Lu < Z Z �'0 L�.. 000 CL JI—U DRAWN BY CVD CHECK BY NLZ EDP PROJECT NUMBER 13743 E ALTERATION OF THESE DOCUMENTS IN ANY t UNLESSONE UNDER 7NE DIRECT SUPERNSIAV OF A PARABLEROFESSIONAL. (LE) ENGINEER FOR ANNGINEER,DSCAPE ARCHITECT FOR A LANDSCAPE ATECT OR RWYOR FOR A SURWYOR, IS A WOLA77ON UF THE NEW ORK STATE EDUCA77ON LAW AND/OR REGULA77ONS AND IS A CLASS A' MISDEMEANOR. REVISION DATE BY N' A .. 3 yr F�Es 1` SCALE: N.T.S. SHEET TITLE: WASTEWATER DETAILS SHEET: 2of2 D_ 0 L9 (L CD M N N M u 0 rn 3 'a 0 c Cl L L o, I Z J D_ 3 3 1 In i LJ W 2 (4 v d 4- v a / 0 3 a I / 0 c d L L a, I N / a 0 m s 3 H / r oa Ln z Ljj w C3 / z w x 3 N 1 IT N Y v E 3 u 0 m I IL Y 0 i o) L d c n tA tA L OI c N L d L c rn v a c N E c 0 L J C v o, N LA L N N © 2024 BY ENVIRONMENTAL DESIGN I ' PARTNERSHIP, LLP, ALL RIGHTS RESERVED LANDS N/F OF JOHN & THERESA WESTON UNAUTHORIZED ALTERATION OR ADDITION TO BOOK 707 OF DEEDS AT PAGE 144 THIS MAP IS A V10LA77ON OF SECnON 7209 1 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S CIRF EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. (V&S) N82 '29'40 "E - -- ® GPS-R MB \C3Mry�� ` "�1 MAP REFERENCES: 1 Ma Entitled: "Subdivision of Lands, Mountain Terrace Estates, -� Owner/Applicant: JP Gross Properties,�-� LLC'" T. Map Date: November 9, 2020 -�- Prepared By. The Environmental Design Partnership, LLP Map Filed: September 17, 2021 a Warren County Clerk's Office W 4 , Map No. 2021-3000075 (D-39) Q 2 %W%15 cur 2) Warren County Real Property Tax Map Q Town of Queensbury Section 30z 00 _ Block 1 Lot No. 22.2 O lu , \� - DEED REFERENCE: Qi�\ \` 1) TITLE SOURCE ant Deed with Lien Covenant \� (Warranty ) z \ Grantor. Richard D. Gifford and Dawn Gifford Grontee: JPGross Properties LLC Dated: April 24E 2014 Recorded: May 29,2014 Book 4986 of Deeds of Page 87 - - �` - - - - ^ 100, MINIMUM SIDE YARD SETBACK r- - - - \ . RIP_ RAP SURVEY NOTES: 40 MPH \ 1) All underground utilities, If any, not field located. SIGN / .\ 2) All building offsets are measured from foundation walls to 'boundary line. ` 3) No monumentation set for this survey. 4) This map was prepared without the benefit of an `\ up-to-date abstract of title and is made subject to whatever state of facts such o \\ € document would reveal. t 5) Final survey completed on August 21, 2024. VERT ®CND M `\ J ,\ \ / Cb G LEGEND: / O AC denotes Air Conditioner \ i lb ALO denotes Approximate location of t \` \ \ �- \ CB denotes Catch Basin oyz CIRF denotes Capped Iron Rod Found CND denotes Conduit DW denotes Drilled Well \\ i t `\` `\.\ EOP denotes Edge of Pavement CIRF �\ \ HDPEdenotes Black Plastic Pipe (v&S) .\ JB denotes Junction Box ` MB denotes Mailbox NG 85A /y�G RIP -RAP \% N/F denotes Now or Formerly w�GUYS \ \`\ NM denotes Niagara Mohawk Utility Pole Z�88 0 \ �\ OHUL denotes Overhead Utility Lines PC denotes Plastic Cover PE denotes Propane Entry R=525.00' PTF denotes Propane Tank Filler \ /\ SWL denotes Single White Line L128.43 oss�90 =' ` UG denotes Underground f \\ \` VERT denotes Vertical DW \ ♦ t \ t EAVE l (TYPICAL) _ OVERALL LOT 6 \ ,. �... ;. DP6 5�� RAP 200 0 200 400 CB \ \ SCALE: 1" 200' GRAPHIC SCALE (IN FEET) �i \ 1 INCH = 200 FT. _ \� LANDS N/F OF LANDS N/F OF MICHAEL & KIM MANNEY LANDS N/F OF JOHNI& THERESA WESTON TRACY TABOR & DAVID CORLEW BOOK 4337 OF DEEDS AT PAGE 56 BOOK 651 OF DEEDS AT PAGE 706 BOOK 707 OF DEEDS AT PAGE 143 BOOK 707 OF DEEDS AT PAGE 144 e , aI NB326'02 "E 480. 65, N8243'20 "E - - 973. 83' - - LILAC LANE N8229'40"E 480.69 NO2.12'12"E \ �>::. 96.89' N06 23'10"W oo \; 50.00' N0853'12"E SEETHE .98.22' r LANDS N/F OF AT PACE 249 _ 04, �/` PATR/CA R=525.00' WILLIAMS& /y1� L=128.43' v L O T 6 > NTER A495EOF r, TOTAL AREA = 37.440t ACRES o BOOK DEEDS AT PAGE 33 (NORTH SECTION - 35.630i ACRES) LOT 2 Z !� N483820"w N5222.21sW ls� 153.83' (SOUTH SECTION = 1.81f ACRES) z 132.23'- �o 9Q Z SEE MAP REFERENCE No. 1 0 - LANDS N/F OF N5431'30 E� 41.92' A Q Z R=40.00' L=100.27' V W R=80.00' Z W L=112.69' N082325"WJ 84,87'- S70'02'08"W 95.37' 200.00' trw acv yr ..- AT PAGE 121 S2022'02 E R=160.00' 58225 49.54'18'W I 65. 5' L=183.73' 65.95' N67'06'41 "W LANDS N OF ENSBURY 1 103.27' TOWN OF QU S51 06'14"W BOOK 675 OF DEEDS AT PAGE 349 LOT 5 LOT f LOT 3 68.69' R4 125.00' L=93.49' S2021'49 E tJ / 74.78' �g3�p5 00 yk�•ROPO o R=525.00' ' LOT 1 L=12.36 � 'O4 ky J�E �.06g 6 h R=325.00' S�8 45 92 E 1$ R=110.00' S6T0641 N70'02'OB"E L=167.88' S8f L=126.31' 103,27' 95.37' __ 1,023.53' S822036"W R=175.00' LUZERNE ROAD N51'06'14"E L=130.89' 47.89' LANDS N/F OF CORINNE JENNIFER MATTIISON BOOK 4202 OF DEEDS AT PAGE 143 s�. c �\1, �-N �O J HOUSE DETAIL 20 0 SCALE: 1,+ 20' GRAPHIC SCALE 480.69' D SEP 0 2024 TOWN OF QU FENSBURY BUILDING LDI NG CO DES � € R/P- RAP A GRAVEL DRIVE `------- �\ EAVE (TYPICAL) `goo; / AC / EB / EB \ VERT EM I PE \ CNDCO / PC� \ A OVERT PC ALO UG STAKEPROPANE SEPTIC \ ,[ \ SERVICE TANK \ \ v \ \ PTF LATH \ \ \ \ \ (ALO SEPTIC SYSTEM) \ \ \\ \ \\ \ \ spy \�J 20 40 (IN FEET) 1 INCH = 20 FT. 100 N Q. !- jaTi Z€ fff � Z \ �A p VN N N O N N 1 � r z , N O_ O0 A AdIlk VJ V CO 5 ( Q o m m � Z) W UJ am 1r n I ' v li W O 0 W U CIS0 Z WO < 0 QCl) �O 0Y J ZJ�� J W L (1) Q - � 2 co z O 0 VJ w Z�z� �F-W7 't W 0 :D W aa0 C) O (.0 W W �-QZ� U � O Q 0-1O v/ DRAWN BY TSH CHECK BY TJM EDP PROJECT NUMBER 13884 THE ALTERATION OF THESE DOCUMENTS IN ANY WAr,,, UNLESS DONE UNDER THE DIRECT SUPERVISION IF A COMPARABLE PROFESSIONAL. (LE) ENGINEER F A d f ENGINEER, LANDSCAPE ARCHITECT FOR A LAY,hr �i ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A LSD + OF THE NEW YORK STATE EDUCATION LAW A + RECULAAONS AND /S A CLASS A' MISOEMEANC r'• REVISION DATE I E-1 €, `z �a Ii r '. TIMOTHY J. E McALONEN PLS 50,471 tmcalonen@edplip.com a� AND �U SCALE: AS NOTED SHEET TITLE: FINAL SUR1/EY (FOR CO) SHEET: 1 of 1