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HomeMy WebLinkAbout48623-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE k SOUTHOLD, NY WHa " BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48623 Date: 12/19/2022 Permission is hereby granted to: 150 Deer Run LLC 337 Merrick Rd L nbrook, NY 11563 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 560 Wa on Wheel Ln., Cutcho ue SCTM # 473889 Sec/Block/Lot# 108.-3-9.4 Pursuant to application dated 9/12/2022 and approved by the Building Inspector.. To expire on 6/19/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,525.60 CO-NEW DWELLING $50.00 Total: $3,575.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT f` Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt :/wwsutlaolcl'I�awin .��o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: 2 2022 { Applications and forms must be filled out in their entirety. Incomplete VAA I lNG applications will not be accepted. Where the Applicant is not the owner,an ' Or ,��' ' J i Owner's Authorization form(Page 2)shall be completed. Date:9/2/2022 OWNER(S)OF PROPERTY: Name:150 DEER RUN LLC SCTM# 1000-108.00-03.00-09-004 Project Address:560 WAGON WHEEL LN CUTCHOGUE, NY 11935 Phone#:631-830-0200 Email:rd@daveylaw.us Mailing Address:c/o DAVEY LAW PC, 220 MAIN STREET CENTER MORICHES, NY 11934 CONTACT PERSON: Name:RACHAEL C. DAVEY Mailing Address:220 MAIN STREET CENTER MORICHES, NY 11934 Phone#:631-830-0200 Email:rd@daveylaw.us DESIGN PROFESSIONAL INFORMATION: Name:N&P ENGINEERING, ARCHITECTURE & LAND SURVEYING, PLLC Mailing Address:70 MAXESS RD MELVILLE, NY 11747 Phone#:631-427-5665 Email:rmcgrath@nelsonpope.com CONTRACTOR INFORMATION: Name:KAISER GROUP INC DBA KAISER BUILT Mailing Address:276 CEDAR AVE PATCHOGUE, NY 11772 Phone#:631-831-3801 =mail:garreft@kaiserbuilt.com DESCRIPTION OF PROPOSED CONSTRUCTION RNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,525,000.00 Will the lot be re-graded? WYes ❑No Will excess fill be removed from premises? ❑Yes IANo 1 PROPERTY INFORMATION Existing use of property:VACANT LOT Intended use of property:SINGLE FAMILY RESIDENCE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 I this property? RYes ONO IF YES, PROVIDE A COPY. Check Box After Reading., The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances, g buildin code, housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):MICHAEL SCIARA BAuthorized Agent ❑Owner Signature of Applicant: Date: lop STATE OF NEW YORK) SS: COUNTY OF SUFFOLK MICHAEL SCIARA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ARCHITECT (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _y day of 20 � I Notary Public Ashley L C Marciszyn PROPERTY OWNER AUTHORIZATION Notary Public, State of New York No. 01 MA6310007 (Where the applicant is not the owner) Qualified in Suffolk County nn(r Term Expires August 18, 20_% I, residing at y to apply on do hereby authorize my be alf to the own of Southold Building Department for approval as described herein. Owner's Sig tur Date Mmd naN & Print Owner's Name f Generated by REScheck- eb Software Compliance Certificate Project 560 Wagon Wheel Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 4,657 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 560 Wagon Wheel Ln Cutchogue, NY 11971 Compliance: 4.1%Better Than Code 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 Ass m lies Gross Area Cavity Cont. Prop. Req. Prop, Req. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 813 50.0 0.0 0.026 0.026 21 21 Cathedral Ceiling: Cathedral Ceiling 1,445 50.0 0.0 0.021 0.026 30 38 North Wall: Wood Frame, 16" o.c. 1,077 21.0 0.0 0.057 0.060 55 58 Orientation: Left side Door: Glass Door(over 50%glazing) SHGC: 0.21 63 0.270 0.320 17 20 Orientation: Left side Window: Wood Frame SHGC: 0.27 55 0.270 0.320 15 18 Orientation: Left side East Wall: Wood Frame, 16" o.c. 1,863 21.0 0.0 0.057 0.060 87 92 Orientation: Back Solid Door: Solid Door(under 50%glazing) 21 0.210 0.320 4 7 Orientations: Back Door: Glass Door(over 50%glazing) SHGC: 0.21 141 0.270 0.320 38 45 Orientation: Back Window: Wood Frame SHGC: 0.27 169 0.270 0.320 46 54 Orientation: Back South Wall: Wood Frame, 16" o.c. 1,213 21.0 0.0 0.057 0.060 65 68 Orientation: Right side Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 1 of 8 W Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter I Solid Door: Solid Door(under 50% glazing) 21 0.210 0,320 4 7 Orientation: Right side Window: Wood Frame SHGC: 0.27 60 0.270 0.320 16 19 Orientation: Right side West Wall: Wood Frame, 16" o.c. 1,833 21.0 0.0 0.057 0.060 90 95 Orientation: Front Door: Glass Door(over 50%glazing) SHGC: 0.21 49 0.270 0.320 13 16 Orientation: Front Window: Wood Frame SHGC: 0.27 207 0.270 0.320 56 66 Orientation: Front 1st Floor: All-Wood Joist/Truss 2,516 30.0 0.0 0.033 0.047 83 118 Bonus Room Floor:All-Wood Joist/Truss 513 30.0 0.0 0.033 0.047 17 24 Mechanical Equipmgnt Description Fueltype Efficiency Boiler 80 AFUE Air Conditioner 16 SEER 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 b "Iding has been de gned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda y requirem is Ii ed in the REScheck Inspection Checklist. Mt SGJ.&A —Afw (.r Name-Title �g at Date Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 2 of 8 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 61.0% 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 ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.2, documentation ion dr wins trate ❑Does Not ITITITITmmm 103.1, drawings and p Requirement will be met. 403.7 energy code compliance for ❑Not Observable Location on plans/spec: M- [PR3]1 lighting and mechanical systems. 801 Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, p coolingequipment - g 9 p q 403.7 sized n erACCA Manual S based is atin Heating: 1❑Oc�m Cies Requirement will be met. Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable ,, Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3�Lowmlmpact(Tier 3) Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 3 of 8 M section # Foundation Inspection Complies? Comments/Assumptions & Reg..11�...__ 303.2.1 A protective covering is installed to ❑ �.._ _......................_.._ Complies i[FO11]2 protect exposed exterior insulation ❑Does Not Q, Ii„ and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Exception: RequireW-� - ment is not applicable. [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 liigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 4 of 8 Section Plans Verified Field Verified # Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions & Re_g.ID _ Door U factor, U__ U- ❑Complies See the Envelope Assemblies 1402.3.4 ❑Does Not table for values. [FRI]1 ❑Not Observable ❑Not 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]1 ❑Not Applicable [ R4]1 are3 actorsITproducts fenestration ❑Com w pllies determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable .,..__ ._, �., - ....�...., .........._.._..-----...-...-...�. ...... 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not tt4 AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. __._..--------_----..... . _�� _..-.-_.....--........ 402.45 IC-rated recessed lighting fixtures ❑Complies [FR16]z sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable i❑Not Applicable 405.2 All ducts in unconditioned ­ _ _.. ' spaces R- R- � ❑Complies Requirement will be met. [FR25]1 or outside the building envelope ❑Does Not are insulated to >_R-6. ❑Not Observable Location on plans/spec: M- ❑Not Applicable 801 .,__.------._.---------_ 403.3.5 Building cavities are not used as ❑Complies Requirement will be met.. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable ------------------------- .. --......_ 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- Location on plans/spec: M- �,i3 ❑Not Observable ❑ g01 Not Applicable _,,,,, 403.4.1 Protection of insulation on HVAC ;❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not a„+ ❑Not Observable ❑Not Applicable ...... ,., .moo., _. .... _.-..._.._....-._--.- 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �_ --__ 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 5 of 8 section rPianvs,.Verified Field Verified # Insulation inspectionValue Complies? Comments/Assumptions ORAD All installed . ..._ ...� .,. _ _ ......, �,�_ ._._.e._-P_..__.._m_..... insulation is labeled ❑Com lies [IN13]2 'or the installed R-values ❑Does Not AO provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R value. . R- . R- ❑__...._ ... _�,. ..._... Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable —- ._....__--.... w ..... - ---------------- I, 303.2, Floor insulation installed per ❑Complies 402.2.8 'manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable 'framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ' ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation V requirement applies (FR10). E] Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ._. m 3 Low Impact(Tier 3) Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? comments/Assumptions-s __. .. . 402.1.1, Ceiling insulation R vGlue, R- R- ❑.Complies . .. See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑ [FI1]1 Not Applicable 303.1.1.1, Ceiling � .-_-.-----.-._ ...... w .... -. insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F1211 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ....... :.. _.. 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 — ACH 50 = ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable [02. 3 3� p cfm/100 pressure tested to Ducts are z z cfm/100 ❑Complies Requirement will be met„ 71determine air leakage with ft ft ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. ........ ...... ..-- , 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection, 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F12411 by manufacturer at<=2%of ;❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. able 403.1.2 Heat um thermostat installed '❑Co pliesc -....._...e ..._...— PP pump Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable [03.5.1 Circulating service hot water ❑Complies Requirement will be met. 1112 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable Locatinn on lane/ever: P- ❑Not Applicable 801 _.._..........__ ...... _.......--_ ...... . 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F12512 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) EHigh Impact(Tier 1) Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 7 of 8 [:Section Plans Verified Field Verified# Final Inspection Provisions Value ValueComplies? Comments/Assumptions RegID 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable Location on plans/spec: P- return pipe or a cold water supply; 701 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 � � � .... ,. ,. ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Notapplicable. 515. Controls automatically adjust the energy input to the El 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 [F13 0]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the i❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1042F. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [F13 1]2 "tested in accordance with CSA ❑Does Not not applicable. 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not 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 Requirement will be met. [1716]1 fixtures have high efficacy lamps, ❑Does Not ❑Not Observable =❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [F123]3 no continuous pilot light. '❑Does Not not applicable. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17 12 '❑Does Not ❑Not Observable :FNnt Annlicahlp ....................... .........__ .......... _.�...... 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 560 Wagon Wheel Report date: 08/30/22 Data filename: Page 8 of 8 Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 0.27 Door 0.27 0.21 CoolingHeating & Boiler 80 AFUE Air Conditioner 16 SEER Water Neater: Name• Date: Comments AAUTT New Construction: P. O. Box 38, Oakdale NY 11769-0901 (631)218-1148 August 30,2022 Rachel C. Davey,Esq Davey Law PC 220 Main St Center Moriches NY 11934 Re: Water Availability—560 Wagon Wheel Lane,Cutchogue SCTM#0900-103-2-29 BP#2000704820 Notification# 300089346 Dear Ms. Davey, We have received your request for information regarding availability of public water to the above referenced property. There is an existing water main available to the above captioned property on Main Road provided you obtain easements from the owner of Wagon Wheel Lane, Suffolk County Tax Map number 1000-108-3- 9.5. Connection fees,which include any applicable water main surcharges,an application and an inspection will be required for the house service line installation. SCWA recommends the use of smart irrigation control systems and drought tolerant plantings to promote conservation and minimize the impact of peak pumpage so as to ensure compliance with the SCWA Water Conservation Plan. SCWA prohibits the use of open loop geothermal systems. If you have any further question or would like to proceed with application for service,please contact at our New Construction Department at(631)218-1148 or the undersigned at(631)563-5610. Please be advised that should your requirements for service increase at any time following the issuance of this letter,you are urged to contact this office. This letter of availability expires 8/29/24 Sincerely, '§tephdn '�uber Assistant Manager"' ` SH:lap Exiting Main I , r r tia. � I✓/� l� J eoi 1 1' /i / Ir::�' % ,/r ,r���( ':✓ r �,.//�;//��'' a/;fir il�/n/%% ��/ /��l/r/r�"i� ������/ri r,, l !/% err/ �, //� i/, �I/Jr 1 r�i//ii ioi,/ ✓ r1„/ / ����a; � �//%// r r �g ,,,,io/ r/./ o � � � „ / �/, fir%„! ;, G rY„ °Ji ,,. 1,,,..�/ ,/r / �% /✓iii; r� ,,, '�,c, ✓ a-, ,,,,. �� .l�i/����ir////ri/��� ,...,�nl r���r%�<k�a,rl�I✓/;,�bwtiri.rm ri,a.,,.rm/,r�r� „a r,�H��,..dYw„„,,;,,,, ;, „r, ,,,,, i, ,,, ,,,,r„'..„r,//,///%�(rr�rr//rrry„r,,,,,c,.... /rrr/,��l6i l!// ,o r�... /Gr/a��C,r ;; Sffa1k Co n, De t. of �` Laoar, Licensing Sk Consumerffwirs r lid rr/ i� it lrta�; HOME IMPROVEMENT LICENSE Name GARRETT J KAISER y Business aMr e This certifies that the )eager is duly licensed KAISER GROUP INC DBA Dy the County of suffolk f y% License Numbers H-53302 Rosalie Drago r Issued: ComnTissioner IIII rr i% l /5;� NY � F New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a ^AAAAA 611731582 NICHOLAS DEVITO AGENCY 449 ROUTE 24AMV4. k MT SINAI NY 11766 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KAISER GROUP INC DBA KAISER BUILT 150 DEER RUN LLC 276 CEDAR AVENUE DBA AH REALTY HOLDINGS PATCHOGUE NY 11772 150 DEER RUN SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12416430-3 96070 05/06/2022 TO 05/06/2023 7/19/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2416 430-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/[WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT GARRETT KAISER OF A ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 6051198 AC CERTIFICATE OF LIABILITY INSURANCE DATE`MM/°°'YY,"' 071912022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CONTACT Jennifer Heiser Nicholas Devito Agency, Inc. PHONE 631 509-6388 FtlX 631 509-0099 449 Route 25A E-MAIL ADDRESS: 'ennifer devitoa enc .com Mount Sinai, NY 11766 INSURER S AFFORDING COVERAGE NAIC# INSURER A: Penn Star Ins. Co. X673 _ INSURED INSURERB: _.r r $ IVe ,tV InS. Co. 2,42f0 Kaiser Group Inc. — DBA Kaiser Built INSURER C: 276 Cedar Ave. INSURER D Patchogue, NY 11772 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00033718.269762 REVISION NUMBER: 14 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 'A—DDE SUBR. �POCICY EFF POLICY EXP - ILTR TYPE OF INSURANCEIN212 A= POLICY NUMBER MM/DD / 9=1 LIMITS A X COMMERCIAL GENERAL LIABILITY PAC7229953 04/16/2022 04/16/2023 EACH OCCURRENCE $ 1 OOO OOO �. CLAIMS-MADE F x1OCCUR PR MI U (F„ar p,rren $ 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000000 JECT POLICY❑ PRO- LOC PRODUCTS-COMP/OP AGG '',$ 2000000 OTHER, $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B 02034523-2 oa/1s/2o22 04/16/2023 _Ea Dt $ 300,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED id P BODILY INJURY(Per accent AUTOS ONLY AUTOS ( ) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY r idem _ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB __]:�CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER OT'H- TAT AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A ---�--� (Mandatory in NH) E.L,DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE FOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 150 Deer Run LLC THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN DBA AH Realty Holdings ACCORDANCE WITH THE POLICY PROVISIONS. 150 Deer Run - Southold, NY 11971 AUTHORIZED REPRESENTATIVE J-H ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and loqo are registered marks of ACORD Printed by J-H on 07/19/2022 at 04:31 PM MAINTAlf+i'ED AND P4001FI'ED AS E REMOVED UNTIL DA-A: DWELLING, POOL, POOL SHED AND PATIO = 8,650 SF JURISDICTION. 6,750 SF x 2/12 = 1,125 CF REQUIRED MENTS• PROVIDED (3) 8' 0 x Y ED = 1,137 CF PROVIDED REQUIRED DA-B G WITH THE TOWN OF DA-A: DRIVEWAY: 2,000 SF OWNER/BUILDER/DEVELOPER. 1,900 SF x 2/12 = 317 CF REQUIRED OR MATERIALS DURING PROVIDED IGHT OF WAY DURING (1) 8' 0 x 8' ED =337 CF PROVIDED imnwi ..moH.... ... .m mw+wu�vam ����m�na w ,..gym mw,vnrry �1L,14, Rv Q g J/ ..,, • ,.. .. ��k F ii r a r A z f s �� l f r J itc 4 1 �• i 1 � I '� Y 12/12/22 ' ,� 'wj n R-22-1484 I a , �.. i II mn.W 11� K-0 R u, �nnm wmu +sf mmaav +,mea unw ¢N rroewuu REMOVED POOL SHED (AL 10-6-2022 REVISED AS PER SCDHS COMMENTS DATED 8-31-2022 9-1-2022 �. REVISION DATE WNER: i0 DEER RUN, LLC OVERALL PLAN 'O DAVEY LAW P.C. ?0 MAIN STREET FOR LIC NANT: I'ES NY 11944 PPLIC560 WAGON WHEEL LANE T: 0 DEER RUN, LLC SITUATED AT O DAVEY LAW P.C. r I ITr`V rl�11 C '0 MAIN STREET C R M H NY 11934 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M.; DISTRICT: 1000„ SECTION: 108.00, BLOCK ., 03.00, LOT:009,004 ♦ up ,,,E P engineers • architects • surveyors 70 Maxess Road,Melville,NY 11747.631.427.5665.nelsonpope.com _... r1 r1 w n DRAWN BY: RF CADD: 22085-SP.DWG SCALE; /OS. LIST IV DRAWIMIGS IT or 17 COVER PAGE A-305 _ WALL SECTION ��jvJ G-000 COVER PAGE A-501 DETAILS 11111 CIVIL A-502 - FRAMING CONNECTOR DETAILS NELSON + POP E SS-101 - OVERALL PLAN MECHANICAL 1 SS-102 - PARTIAL SANITARY PLAN AND PROFILE M-001 - MECHANICAL ABBREVIATIONS, LEGENDS, & NOTES engineers•architects•surveyors SS-103 - SANITARY DETAILS 1 . M-400 - BASEMENT MECHANICAL PLAN SS-104 - SANITARY DETAILS 2 M-401 - FIRST FLOOR MECHANICAL PLAN 70MaxessRoad,Melville,NY11747 ARCHITECTURAL M-402 - SECOND FLOOR MECHANICAL PLAN 631.427.5665.nelsonpope.com G-001 - GENERAL NOTES M-403 - ATTIC MECHANICAL PLAN G-002 - GENERAL NOTES M-404 - ROOF MECHANICAL PLAN G-003 - RES CHECK CODE NOTES M-801 - MECHANICAL SCHEDULES G-004 - HERS CODE NOTES M-802 - MECHANICAL SCHEDULES & RISER DIAGRAMS CONSULTANT A-090 - PLOT PLAN & ZONING ANALYSIS PLUMBING A-101 - FOUNDATION CONSTRUCTION PLAN P-001 - PLUMBING ABBREVIATIONS, LEGENDS, & NOTES A-102 - FIRST FLOOR CONSTRUCTION PLAN p-701 - PLUMBING RISER DIAGRAMS A-103 - SECOND FLOOR CONSTRUCTION PLAN 560 WAGON` WHEEL A-102 - ROOF CONSTRUCTION PLAN p-801 - PLUMBING SCHEDULES A-201 - EXTERIOR ELEVATIONS FIRE ALARM A-20 - EXTERIOR ELEVATIONS FA-001 - FIRE ALARM ABBREVIATIONS, LEGENDS & NOTES A-301 - BUILDING SECTION FA-400 - BASEMENT FIRE ALARM PLAN A-302 - BUILDING SECTION FA-401 - FIRST FLOOR FIRE ALARM PLAN C ��� � O� � � NYA 1. 935 A-303 - BUILDING SECTION FA-402 - SECOND FLOOR FIRE ALARM PLAN A-304 - BUILDING SECTION TABLE 602.3(1) FASTENING SCHEDULE TABLE 602.3(1) FASTENING SCHEDULE TABLE 602.3(1) FASTENING SCHEDULE �. V �1° '" ITEM DESCRIPTION IOELEMENTS OFF FASTENER R AND APE LOCAT ON NG AND ITEM DESCRIPTION MENTS NUMBER STENER APE LMCATON AND DESITEM BUILDING I�LEMOENTS OFFA NUMBER ENER AND TYPE LOCATION AND ROOF WALL CONTINUED 4-8d box 3-1Od box 31 '/2" _ 1 , 8d common (2 Y2" x 6 12-f 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK (2 Y" x 0.113"); or Y x 0.128" ; or 0.131" nail Blocking between ceiling joists or 3-8d common 17 Top plates, laps at corners and 2-16d common Face Nail RSRS-01 2 Y8" x 0.131" STATE ENERGY CONSERVATION CODE, NEW YORK STATE STRETCH CODE 1 rafters to to late Toe Nail intersections > " ( P P (2 Y" x 0.131')• or 3 / x 0.162 or nail (roof) 3-10d box 3-3' x 0.131" nails 10d common (3" x 0.128"); or 3-8d box Y x 0.148" nail; or c-000 c-000 SECTION TAG 3-Y x 0.131' nails (2 Y2" x 0.113"); or 32 1 Y8" - 1 Y" 8d common 2 Y" x 6 12 SEP 1 2 2022 i OVERALL AREAS EGRESS WINDOW SCHEDULE 2-8d common 0.131") deforme� nail ' WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET 2 Y" xo0.113" ; or (2 Y2" x 0.131") or OTHER WALL SHEATHING LOCATION OF NEW-- a` IIILDI^'^r� �i BASEMENT 2,517 S.F. ( ) 18 1" brace to each stud and late Face Nail g OF EMERGENCY ESCAPE AREA p 2-10d box SINGLE FAMILY FIRST FLOOR 2,`i17 S.F. 3-8d common Per Joist, ,� 1 Y2 alvanized roofing •�` . .,, 2 Ceiling joists to top plate 3 x 0.128' ; or 'g > 9 �'� SECOND FLOOR 2768 S.F. MODEL CLEAR OPENING (2 Y2" x 0.131"); or toe Nail Y 33 Y structural nail, %�; head diameter, 3 g 1 RESIDENCE �, k.. , faF KEY PLAN 3-10d box 2 staples at 1 Y" cellulosic fiberboard or 1 Ya lon7q 16 ga. DETAIL TAG \GARAGE 61_1 S.F° ADH 3250 5.7 S.F. (Y x 0.128")• or 3-8d box sheathing staple with /6" or 1 c-000 FRONT COVERED PORCH 2:30 S.F. _ 2 Y2" x 0.113" ; or crown REAR COVERED DECK It>4 S.F. 4-lOdxb0.X31" nails 2-8d common 1 3 " galvanized roofing REAR UNCOVERED DECK 1 E 8 S.F. Ceiling joists not attached to 3" x 0.128" ; or 2 Y" x 0.131" ; or 34 2% " structural nail, %�; head diameter, 3 6 i parallel rafter, laps over partitions ( ) 2-10d box cellosic fiberboard or 1 Y Ion 16 ga. 3 (see Sections R802.3.1, R802.3.2 3-16d common Face Nail 19 1' x 6" sheathing to each 3" x 0.128" ; or Face Nail sheathing staple with �16" or 1" DESIGN LOADING (3 3" x 0.1 1 "); it bearingcrown p and table R802.5.1(9)) 2 staples, 1" crown - 4-3" x 0.131" nails Y 1 Y galvanized roofing 1 Y` 4 \ Ceiling joists attached to parallel 16 go., 1 /" long 35 y sum g g 7 7 ELEVATION TAG y I N .� nai staple galvanized, c-000 "��r _ 3-8d box 9yyP WIND DESIGN SUBJECT TO DAMAGE FROM ICE rafter (heel --IIoint)), (see Sections Table R802.5.2 Face Nail sheathin d 1 Y long; 1 Ya" GROUND SEISMIC WINTER BARRIER AIR MEAN 4 R802.3.1, R802.3.2 and table (2 2 x 0.113"); or g screws, type W or S SNOW SPEED TOPOGRAPHIC SPECIAL'VVIND-BORN DESIGN Frost DESIGN UNDERLAY- FLOOD FREEZING ANNUAL R802.5.1(9)) 3-8d common 1 %4" alvanized roofing LOAD WIND DEBRIS Weathering Termite (mph) EFFECTS CATEGOR line TEMP MENT HAZARDS INDEX TEMP 4-10d box (2 Y" x 0.131"); or 36 5 •• nail; s aple galvanized, 7 7 REGION ZONE depth REQUIRED / ggyypsum e s NO. REVISIONS DATE (3 x 0.128 ); or 3-10d box sheathin �d 1 / long; 1 20 131 NO NO NO B Severe 3'-0' Moderate Yes Yes 10 94 452 50 3-10d common Face Nail 3" x 0.128' ; or g screws, type W or S ^� ; to Heavy 5 98 Collar tier to rafter, face nail or 1 " ( ) 5 Ya" x 20 a. rid e strop to rafter 3 x 0.148 or each rafter 1" x 8 and wider sheathin to 3 sta les, 1 crown WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 2X8E g g p Y FRAMING NOTATION r' s`.: d m 9 P Face Nail t ` , 4-3" x 0.131" nails 20 each bearing 16 o., 1 / Ion 6d deformed @ 16' O.C. LOAD: 20 P.S.F. Y - 9 9 I EXTERIOR DECK LOAD: 30 P.S.F. 3-16d box nails 2 toe nails /a' and less gd common 0") nail; or w Wider than 1" x 8" 37 6 12 (3 Y2 x 0.135 ); or on one side 4-8d box (2 Y" x 0.131") nail SNOW LOAD ROOF LIVE LOAD): 40 P.S.F. 3-10d common nails and 1 toe (2 Y2 x 0.113"); or `R AVERAGE DEAD LOAD ALL CEILING LIVE LOAD: 40 P.S.F. Rafter or roof truss to plate (Y x 0.148"); or nail on 3-8d common d common 6 oFposite side (2 Y" x 0.131"); or 38 /" _ 1" (2 Y2 x 0.131") nail; 0 6 12 2ND. FLOOR LIVE LOAD: 32 P.S.F. 4-10d box o each 3-lOd box e orme _ _ LINE INDICATES 1ST. FLOOR LIVE ASSEMBLIES : 10 P.S.F. Y x 0.128' ; or rafter or 2 Y2 x 0.120" nail BEAM ABOVE ROOF DEAD LOAD (SOLAR READY ZONE 15 P.S.F. 4-3" x 0.131" nails truss (3" x 0.128");crown ( ) a t t 4-16d 4 staples, 1' crown 10d common SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, (3 Y" x 0.135"); or 16 go., 1 Y/" long (3" x 0.148") nail; or STRUCTURAL ELEMENTS, & LOAD PATHS 3-10d common Toe Nail FLOOR 39 1 Ye' - 1 Ya 8d deformed 12 NOT TO SCALE (Y x 0.148"); or 4-8d box (2 Y2" x 0.120") nail NO. ISSUED DATE Roof-rafters to ride valleyor 4-1Od box (2 Y" x 0.113"); or ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 7 hip rafters or roof rafterto (Y x 0.128"); or 3-8d common TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS 01 ISSUED FOR CLIENT REVIEW 8/25/22 minimum 2 ridge beam 4-3 x 0.131 nails 21 Joist to sill, top plate or girder (2 )/2" x 0.131"); or Toe Nail 02 ISSUED FOR PERMIT 9/2/22 RAFTERS HAVING SLOPES GREATER THAN 3/12 L 180 3-16d box nails 3-1Od box GROUND SNOW LOAD PSF / 3 Y x 0.135" ; or RAFTER RAFTER 20�G 30 50 70 WITH NO FINISHED CEILING ATTACHED TO RAFTERS INTERIOR ( ) (3" x 0.128"); or ROOF SPAN FEET WALLS & PARTITIONS H 180 2-16d common 3-3" x 0.131" nails SLOPE SPACING (3 Y2 x 0.162' • or End Nail (INCHES) 12 20 28136 12 20 28 36 12 20 28 36 12 20 281361 FLOORS & PLASTERED CEILINGS L 360 � 8d box(2 Y" x 4' o.c. RE UIRED OF 16d COMMON NAILS PER HEEL JOINT SPLICES 3-1Od box 0.113 top nail ALL OTHER STRUCTURAL MEMBERS L 240 Rim oist, band joist or )' 12 4 6 8 10 4 6 8 11 5 8 12 15 6 11 15 20 �"'� 3" x 0.128" ; or J 1 8d common � '�. �. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H 360 22 blocking to sill or top plate Es ` EXTERIOR WALLS- WIND LOADS WITH 13RITTLE FINISHES L 240 3-3" x 0.131" nails (roof applications also) (2 Y" x 0.131"); or 3:12 16 5 8 10 13 5 8 11 14 6 11 15 20 8 14 20 26 EXTERIOR WALLS- WIND LOADS WITH FLEXIBLE FINISHES L 120 WALL 10d box 6" a.c. 24 7 11 15 19 7 11 16 21 9 16 23 30 12 21 30 39 16d common 24" o.c. (3" x 0.128"); or top nail 12 3 5 6 8 3 5 6 8 4 6 9 11 5 8 12 15 8 Stud to stud (not at braced wall (3 Y2" x 0,162") face nail 73 x 0.131 nails 4:12 16 14 1 6 8 10 4 6 8 1 11 15 8 12 15 6 11 15 20 panels) 1Od box (3"x0.128"); 16" o.c. 3-8d box 24 5 8 12 15 5 9 12 16 7 12 17 22 9 16 23 29 (2 Y2" x 0.113"); or 12 3 4 5 6 3 4 5 7 3 5 7 9 4 7 9 12 1) CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING WORK AND SHALL FAMILIARIZE or 3" x 0.131 nails face nail THESE PLANS ARE AN INSTRUMENT OF 2-8d common 5:12 16 3 5 6 8 3 5 7 9 4 7 9 12 5 19 112 16 HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK COMPLY WITH SAME. SERVICE AND ARE THE PROPERTY OF BUILDING M"EMOGM7 AM 'A L lf S I S Stud to stud and abutting studs 16d box 3 Y"x0.135"); 12" o.c. 23 1" x 6" subfloor or less to each (2 y" x 0.131"); or 24 4 7 9 12 4 7 10 13 6 10 14 18 7 13 18 23 2) CONTRACTOR SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OF SOUTHOLD PRIOR TO STARTING ANY WORK. ( joist NELSON + POPE. UNAUTHORIZED 9 at intersecting wall corners (at or 3 x0.131 nails face nail 1 3-10d box 12 3 4 4 5 3 3 14 5 3 4 5 7 3 5 7 9 3) CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION braced wall panels) 16d common 16" o.c. (3 x 0.128 ALTERATIONS OR ADDITIONS); or Face Nail 7:12 16 3 4 5 6 3 4 5 6 3 5 7 9 4 6 9 11 APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. I NS TO THESE (3 Y2" x 0.162") face nail 2 staples, 1 crown. .°. 24 3 5 7 9 3 5 7 9 4 7 10 13 5. 9 13 17 DOCUMENTS ARE A VIOLATION OF MAXIMUM BUILDING HEIGHT - 35' 16 a., 1 Y/" Ion j 4) ALL WORK SHALL CONFORM TO 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE AND ALL RULES AND SECTION 7209 OF THE NEW YORK STATE - - - - - - -- - 16d common 16" o.c. each 12 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 Built u header 2' to 2 header 3-16d box REGULATIONS. HIGHEST RIDGE 10 � ( (3 /" x 0.162") edge face nail EDUCATION LAW. INFRINGEMENTS WILL - - -- with Y2' spacer) 3 Y2" x 0.135" ; or 9:12 16 3 4 4 5 3 3 4 5 3 4 5 7 3 5 7 9 5) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. P ) 24 2 subfloor to joist or girder ) Blind and BE PROSECUTED 16d box (3 Y" x 12" o.c. each 2-16d common face nail 24 3 4 6 7 3 4 6 7 3 6 8 10 4 7 10 13 6) ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND PLACEMENT OF CONCRETE ARE TO BE CAREFULLY 0.135'); edge face nail 1 " 12 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4 5 = 3 / x 0.162" SUPERVISED BY THE CONTRACTOR. SEAL � 5-8d box 3-16d box 12:12 16 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 - MEAN (BUILDING HEIGHT) " At each 7) IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, - (2 Yz x 0.113 ); or 2 planks (plank & beam- (3 %" x 0.135") or 24 3 4 4 5 3 3 4 6 3 4 6 8 3 6 8 10 RED q o 11 Continuous header to stud Toe Nail 25 floor & roof) bearing, face THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS -(�G RC 4-8d common 2-16d common nail PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. �5 EL A. (2 Y2' x 0.131"); or (3 ,2" x 0.162") TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL C� SNP Sc, IL PRESSURE OF 2,000 POUNDS PER SO. FT. AND �✓ �` 9� �, HIGHEST EAVE 4-10d box 3 8) ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SO x 3-16d common SHEATHING USED TO RESIST WIND PRESSURES - SHALL HAVE A MINIMUM OF 3'-0 OF COVER. IF CONTRACTOR ENCOUNTERS POOR SOIL CONDITIONS THEY SHALL STOP -1 0.128") (3 2" x 0.162") MINIMUM ULTIMATE DESIGN '�n•. r MINIMUM NAIL MINIMUM MAXIMUM PANEL NAIL WORK AND CONTACT THE ARCHITECT. M 16d common 16" o.c. 4-10d box WOOD WIND SPEED V Iun BUILDING HEIGHT IS DETERMINED FROM (3 %" x 0.162") face nail 26 Band or Rim joist to joist (3 x 0.128"); or End Nail NOMINAL WALL SPACING 9) ALL CONCRETE SHALL BE IN ACCORDANCE WITH TABLE R402.2 OF THE NEW YORK STATE RESIDENTIAL CODE: * N 12 Top plate to top plate STRUCTURAL PANEL STUD (MPH) SLAB: 2,500 psi FOUNDATION WALLS & FOOTINGS: 3,000 psi CONCRETE TO HAVE 5% TO 7% / (P "o V THE AVERAGE GRADE TO THE MEAN 10d box 3 x 12" o.c. 4-3' x 0.131 nails PANEL 00 SIZE PENETRATION THICKNESS SPACING Edges Field Wind Exposure AIR-ENTRAINMENT PER R402.2 HEIGHT BETWEEN EAVES & RIDGE. FINAL 0.128"); or 3" x face nail 4-3" x 14 go. INCHES SPAN �nche inches Cate or 9j 031986 O� i a� 0.131 nails 7 ( ) (IN.) (IN.) (• ( 10) ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH (2) #5 REBAR HORIZONTAL CONTINUOUS. UNLESS F � i SURVEY TO PROVIDE REQUIRED ELEVATION staples, / " crown RATING O C14 'I DATUM TO DEMONSTRATE COMPLIANCE. 8-16d common Face nail on 20d common Nail each o.c.) o.c.) B C D OTHERWISE NOTED. F N E`N (3 Y" x 0.162"); or each side of (4" x 0.192"); or layer as 6d common 1.5 24/0 3/8 16 6 12 140 115 110 11) ALL STRUCTURAL WOOD FRAMING SEE WOOD NOTES. OWNER MAXIMUM BUILDING HEIGHT ALLOWED: 35' 12-16d box end Joint follows: 32' (2.0" x 0.113") 12) ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE (2) 2" X 6" UNLESS NOTED OTHERWISE. � 13 (minimum 24 O.C. a: top Q BUILDING HEIGHT PROVIDED: 28'-1" Double top plate splice (3 Y2" x 0.135"); or lap splice and bottom 8d common 16 6 12 170 140 135 13) DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL 150 DEER RUN LLC C/O DAVEY 12-1 Od box length each and staggered (2.5" x 0.131") 1.75 24/16 7/16 24 6 12 140 115 110 PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. LAW PC � AVERAGE GRADE (3" x 0.128'); or side of end 10d box 24" o,c. face 14) ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF FOUNDATION WALL OR SUPPORT COLUMN BELOW. o 12-3" x 0.131" nails Joint (Y x 0.128"); or nail al top FASTENERS FOR ASPHALT ROOF SHINGLES. 15) ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2" THICK UNLESS OTHERWISE NOTED. o NOT TO SCALE and battom 27 Built-up girders and beams, 2 3" x 0.131" nails staggered on R905.2.5 FASTENERS. 16) INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2 x 4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH PROJECT o inch lumber layers SIDES UNLESS OTHERWISE NOTED. opposite sides � BUILDING PLAN REVIEW NOTE FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, NEW SINGLE FAMILY And: 17) ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X 1-3/8" X WIDTH AS NOTED ON PLAN WITH co 16d common 16" o.c. 2-20d common ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH (3 MM)] APPROPRIATE HARDWARE. L Bottom plate to joist, rim joist, 3 %" x 0.162" face nail " Face nail at RESIDENCE BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMAL j g ( ( ) (4 x 0.192"); or SHANK WITH A MINIMUM 3/8-INCH 9.5 MM DIAMETER HEAD, ASTM F 1667, OF A 18) ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. _ 14 band oist or blocking not at ends and at / ( ) ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING braced wall panels) 16d box 3-10d box each splice LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND NOT LESS THAN 3 4 i (3 % x 0.135 )• or 12 o.c. (Y x 0.128")• or p / 19) PROVIDE 6'-8" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. � AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT face nail INCH (19.1 MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS 3 x 0.131 nails 20) ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- INSULATED GLASS, INSECT SCREEN, & JAMB EXTENDERS AS 3-3 x 0.131 nails 560 WAGON WHEEL GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN THAN 3/4 INCH (19.1 MM) THICK THE FASTENERS SHALL PENETRATE THROUGH THE 3-16d box 3 each 16" REQ'D, AS MANUFACTURED BY ANDERSEN WINDOWS OR APPROVED EQUAL UNLESS OTHERWISE NOTED. PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE Bottom plate to joist, rim joist, (3 Y2" x 0.135"); or o.c. face nail 4-�6d box SHEATHING. CUTCHOGUE, NY 1 1935 m (3 2 x 0.135"); or 21) ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS 15 band Joist or blocking (at 2-16d box 2 each 16" REGULATIONS, AND APPLICABLE NYS RESIDENTIAL BUILDING CODE SECTIONS. - ACCURATE braced wall panel) (3 %" x 0.162"); or o.c. face nail 28 Ledger strip supporting joists or 3-�6d common At each joist R905.2.6 ATTACHMENT. w rafters (3 2 x 0.162") or rafter 22) ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. RESIDENTIAL CONSTRUCTION CODE. o - IS THE RESPONSIBILITY OF THE LICENSEE face nail ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY DRAWING TITLE M 4-3' x 0.131 nails 4 each 16" 4-10d box THE MANUFACTURER, NUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR 23) ANY DEVIATION FROM THESE PLANS,WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE a MEP STATEMENT OF COMPLIANCE o.c. face nail (Y x 0.023 1' o ails TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 21 CERTIFICATION OF THESE PLANS. 4-8d box UNITS VERTICAL IN 12 UNITS HORIZONTAL 21:12 175-PERCENT SLOPE SHINGLES 24) THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND / OR OBSERVATIONS OF THE CONSTRUCTION. Q 2-10d box Each end ( ) ALL HEATING, VENTILATION, AND AIR CONDITIONING WORK TO COMPLY WITH CHAPTERS 12-24 (2 Yz" x 0.113"); or 29 Bridging to joist (Y x 0.128"); or toe nail SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S APPROVED INSTALLATION 25) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. COVER PAGE N OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK. ALL ELECTRICAL WORK TO 3-16d box INSTRUCTIONS. 26) THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS OR SEE OUTLINE SPECIFICATIONS. 3 2" x 0.135" or 2-8d common o COMPLY WITH CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF THE STATE OF NEW ( )' 2 8d x common ; or 27) THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER 4-Y2 common Toe Nail 2-3 x 0.131 nails ~ YORK. ALL PLUMBING WORK TO COMPLY WITH CHAPTERS 25-32 OF THE RESIDENTIAL 2 Y' x 0.131" ; or GENERAL NOTES. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER z CODE OF THE STATE OF NEW YORK. SPACING OF FAS-ENERS 1. ALL LUMBER SHALL BE HEM FIR NO.2 FB = 850 PSI SINGULAR, 975 REPETITIVE FV PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATIONCD 4-10d box DESCRIPTION OF NUMBER AND TYPE TO THE ARCHITECT OR ENGINEER. DRAWN BY: PV CHECKED BY: RM =- ACCURATE 3" x 0.128" • or ITEM BUILDING ELEMENTS OF FASTENER EDGES (IN)INTERMEDIATE = 95 PSI, E = 1,300,000 PSI, MAXIMUM MOISTURE CONTENT < 19%. OR DOUGLAS FIR - IS THE RESPONSIBILITY OF THE LICENSEE 16 Top or bottom plate to stud 4-3" x 0.131" nails SUPPORTS IN NO.2 FB= 875 SINGULAR, 975 REPETITIVE FV = 95 PSI, E = 1,500,000 PSI, MAXIMUM 28) THE CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND UNDERPINNING THROUGH DURATION OF NEW FOUNDATION AND CONFORMS WITH GOVERNING CODES APPLICABLE Al THE TIME OF SUBMISSION DATE: 8/9/22 SCALE: AS NOTED Q 3-16d box WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO MOISTURE CONTENT < 19%. SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP GIRDER CONSTRUCTION AS GOOD CONSTRUCTION PRACTICES DEEM NECESSARY BASED ON THE EXISTING CONDITIONS. --- - ---- -------- - - - - - CONFORMS WITH REASONABLE 'STANDARDS OF PRACTICE AND WITH VIEW TO THE 3 Y2 x 0.135 or FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING SEE TABLE R6i)2.3 3CD SAFEGUARDING OF LIFE, HEALTH, PROPERTY, AND PUBLIC WELFARE ( ) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING ( ) COATING - UNLESS NOTED IN THE DRAWINGS FOR THE RESIDENCE IN FLOOR AND ROOF 29) DOUBLE MICROLAMS TO BE NAILED TOGETHER WITH TWO (2) STAGGERED ROWS 16D COMMON WIRE NAIL AT 12' O.C.. PROJECT#: N22XO85 2-16d common FRAMING. 30) ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL TAX MAP#: 1000108000300009004 (3 2' x 0.162"); or 6d common 2" x 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE 2020 IRC, 2nd PRINTING, AS 00 L F, gown End Nail MEMBERS TO BE FASTENED USING GALVANIZED METAL HANGERS BY 'SIMPSON STRONG TIE OR APPROVED EQUAL. o 3-10d box 30 %" - y" 0.113") nail subfloor, 6 12-f ADOPTED BY NYS AND THE 2016 NYS SUPPLEMENT. 3. ALL WOOD EXPOSED TO 31 THE CONTRACTOR SHALL PROVIDE A CERTIFICATE IN COMPLIACE WITH N1101.14. A PERMANENT CERTIFICATE SHALL BE SHEET NO. i CONTACT INFO. (Y x 0.128"); or wall WEATHER SHALL BE A.C.Q. TREATED. ALL WOOD THAT COMES INTO CONTACT WITH ) COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. NELSON & POPE MICHAEL SCIARA RA, AIA 3-3 x 0.131 nails 8d common 2 Yz" x CONCRETE IS TO BE PRESSURE TREATED. 4. ALL WOOD CONNECTORS SHALL BE c� 0.131") nail roof); or "SIMPSON", OR APPROVED EQUAL. ALL FASTENERS FOR PRESSURE TREATED WOOD �� w 70 MAXESS ROAD (631) 427-5665 RSRS-012 Y2" x 0.131") MELVILLE, NY 11747 nail (roof) OR EXPOSED ARE TO BE HOT DIPPED OR GALVANIZED STEEL. CD LEGEND Y ° T� Q I, �V - - - -28- - - - EXISTING 2 FT.CONTOUR w = 30 EXISTING 10 FT.CONTOUR \ 1 I ° ?• N oHw EXISTING OVERHEAD WIRE LAND N/F N 630 �4 �� \p JESSICA KELLEHER �� ® O PROPOSED SANITARY LEACHING POOL i 0 E SCTM:1000-108.00-03.00-012.005 i \ o ZONE:R-80 1� 323.971 / r' = O PROPOSED SANITARY MANHOLE W o E PROPOSED SANITARY IA SYSTEM ; I <,�\ \ \\ \ REMAINS OR BARBED WIRE FENCE, NOT,LOCATED I (w) PROPOSED WATER S i (E) PROPOSED ELECTRIC SITE AREA :, o (sF)_ PROPOSED SILT FENCE c °s PROPOSED DRAINAGE POOL , GENERAL NOTES c_. 1. NELSON&POPE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S 'a te t,"i ?s3!Re EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE ` i I CONTRACT DOCUMENTS. 2. OWNERICONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS THAT WILL o BE REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT FROM START TO FINISH,INCLUDING BUT NOT LIMITED ;. TO PERMITS FOR MUNICIPAL ROAD AND CURB CUT CONSTRUCTION;GAS,ELECTRIC,TELEPHONE,AND CABLE INSTALLATION;WATER MAIN AND SERVICE INSTALLATION;SITE CLEARING AND TREE REMOVAL;EXCAVATION;SITE IMPROVEMENTS;DEMOLITION;AND BUILDING CONSTRUCTION. CONTRACTOR SHALL COORDINATE THE REQUIRED UTILITY AND MUNICIPAL INSPECTIONS. 3. LOCATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION. i , \ \ \ ry \ I o CONTRACTOR SHALL NOTIFY OWNER PRIOR TO COMMENCING CONSTRUCTION OF ANY DISCREPANCIES BETWEEN , ` ` \ co \ ` ` 00 a) ACTUAL FIELD LOCATIONS AND INFORMATION REPRESENTED ON PLAN,FOR DIRECTION. EXISTING UTILITY z i \ ` \\ ` ` \ \ M Lu I I LOCATIONS SHOWN ON THE PLANS IS BASED ON AVAILABLE INFORMATION AND FOR INFORMATIONAL PURPOSES M i \ ` \\ \\ \ \ 00 I 3 3 ONLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING UTILITIES WITHIN ' M ' \ \`\ \ \ M i = o THE LIMITS OF CONSTRUCTION. SITE KEY I o SITE DATA SCALE: 1°-600' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY FOR THE REMOVAL i 60.0'SETBACK FRONT YARD ` \\ \\ \\ \` - - - - ' AND DISPOSAL OF ANY EXCAVATED AND DEMOLISHED MATERIALS AND DEBRIS. \ \\ \ \\ - ,\ \\ SCTM: 1000- 108.00 -03.00-009.004 -�c 5. UNSUITABLE MATERIAL(AS DEFINED IN THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING JURISDICTION ZONING: R-80 AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD SPECIFICATIONS,LATEST EDITION) SITE AREA: 106,450 SF ° UNDER PAVEMENT,WALKS AND CONCRETE SLABS OR AS INDICATED WITHIN THE SITE WORK CONTRACT BUILDING AREA: ±3,200 SF 'I 75.D'REAR YARD SETBACK DOCUMENTS,SHALL BE REMOVED AND REPLACED WITH SELECT GRANULAR MATERIAL. EL 33.0� (is) (� (�s) (js) (ds)=1�s) (�s) \ \ \\ \ \\ \\ _ \ \ v EL 33.0 \ \ I 6. SELECT GRANULAR FILUMATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE MUNICIPAL AGENCY SANITARY CALCULATIONS: HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD SPECIFICATIONS, RESIDENTIAL: 5 BEDROOM SYSTEM LATEST EDITION. M SITE TO BE FILLED PROPOSED SANITARY SYSTE \ ` SITE DENSITY: 7. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING JURISDICTION AND (SEE SHEET 2 OF 4) \ I ,\\ \\ I \\ \ `\ ° AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD SPECIFICATIONS,LATEST EDITION. ALLOWABLE DENSITY: \? \\ \ \` ` \\ \\ 20 `` \ ` \ I 8. ALL EXISTING STRUCTURES AND SITE IMPROVEMENTS SPECIFIED TO BE REMOVED,SHALL BE COMPLETELY 2.444 ACRES X 600 GPD/ACRE = 1,466.4 GPD o REMOVED AND BACKFILLED. BACKFILL TO BE SELECT GRANULAR FILL,COMPACTED TO 95%MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT,AS DETERMINED BY MODIFIED PROCTOR TEST,UNLESS OTHERWISE NOTED. PROPOSED DENSITY: `34 \\ POOL \\ \` `� ` UP g, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS MATERIAL AND 5 BEDROOMS: 550 GPD Q EL ` Q \ ` ` i \ \\ 34.0 EL \ \ \ \ SHED _ \ ` \ \ `� `� DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. IA SYSTEM: 550 GPD REQUIRED W LL Q �� �� / \\ E \\ `\ \ - �\ \\ \ \\ \ 10. ALL MUNICIPAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION SHALL BE NOTIFIED A MINIMUM OF PROVIDE: HYDRO-ACTION AN600 =600 GPD O --\(E) \ \ I = FORTY-EIGHT(48)HOURS IN ADVANCE OF ALL CONSTRUCTION,UNLESS OTHERWISE INDICATED AS A CONDITION z `� \\ m \\ EL 34.0 LL \ `\ `� ° OF MUNICIPAL APPROVAL OR PERMIT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INSURING J = ,' i' / `\ \ \ \ \ \ I ALL NECESSARY MUNICIPAL INSPECTIONS,CONDITIONS OF APPROVAL,AND CERTIFICATIONS ARE PERFORMED LEACHING POOLS: AND OBTAINED IN ACCORDANCE TO THE APPLICABLE PERMITS AND MUNICIPAL REQUIREMENTS. J C� I-- I \ 3 MINIMUM LEACHING FOR 5 BEDROOMS AS PER TABLE 5 =400 SF W I / ' `� \ ® ` -� \' �� `� , `�\ 1� 1 �, ° 11. INSTALLATION AND SERVICE COORDINATION OF ELECTRIC SERVICE IS THE RESPONSIBILITY OF THE OF SIDEWALL AREA REQUIRED 2 W , i ( ' ' ' ' ' ' ' i CONTRACTOR. ALL WORK SHALL CONFORM,AS A MINIMUM,TO THE REQUIREMENTS OF PSEG. PROPOSED RESIDENCE Q O �' �' �'� �' ® \` \` (5 BEDROOMS) 1 I \ ` 1� 0 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS VESTIBULES, PROVIDE: z ' \\ \\ ±3,200 SF �� PROPOSED \� �� SLOPED PAVING,PORCHES,RAMPS,GARAGES,ROOF LEADERS,PRECISE BUILDING DIMENSIONS AND BUILDING 400_ 1.5 GPD/SQ.FT./DAY=266.7 SF a POOL �� �, ' I UTILITY ENTRANCES. 266.7 SF= 25.1 SF/LF = 10.63 VLF Q PROPOSED WATER � \ FFL 34.0 I \ ` 2 (2)8'x 8' EFF. DEPTH LEACHING POOLS z ` A 20'x 40 \ 1 ° > W -- ('^) ('^) (w) (w) i(w) (w) (w) (w) - \ , 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF EROSION CONTROL MEASURES ' i' DRAINAGE POOL \ \� N \\ �I PROTECTING NEW AND EXISTING IMPROVEMENTS AND ADJACENT PROPERTIES CONFORMING TO THE FEDERAL, (OPEN GRATE) �� l N I ` �1 STATE,COUNTY,AND LOCAL MUNICIPAL REQUIREMENTS.EROSION CONTROL IS THE SOLE RESPONSIBILITY OF DRAINAGE CALCULATIONS : % (w) (w) (w) (w) (w)_L (w) (w) �, \ 8'f7J x 8'ED �� \ �' � THE CONTRACTOR.SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND IN PLACE PRIOR o `, ` LL `\ '1 REQUIRED DA-A 1 ° a ° , \ \ 1 1 TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. MEASURES SHALL BE MAINTAINED AND MODIFIED AS .� ° b / , ° 9 1' ,, 144.3' \ NECESSARY THROUGHOUT THE IMPROVEMENT CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL DA-A: DWELLING, POOL, POOL SHED AND PATIO =8,650 SF %'" . ° . ° '° ' \° ° 1• ° �° ' a \ EL 34.0 EC 34.0 \ \ ` , = ACCEPTANCE OF IMPROVEMENT CONSTRUCTION BY LOCAL MUNICIPALITY HAVING JURISDICTION. 6,750 SF x 2/12 = 1,125 CF REQUIRED PROPOSED ° o ;• S' ' ' r '° 1. i "° 1� ' ` \ PROVIDED J. e DRIVEWAY ° \ , , 1 , , I 14. ALL DEBRIS SHALL BE REMOVED IN ACCORDANCE WITH STATE,AND LOCAL REQUIREMENTS. , ° ' 1 °� ° I , \ (3)8 0 x 9 ED = 1 137 CF PROVIDED _ ,, °F '� LAND N/F ' JAMES E CORSS TRUST 15. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88) SCTM:1000-109.00-01.00-008.008 REQUIRED DA-B \, \ 1 �` ZONE:PROTECTED 16. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS A PRE-CONSTRUCTION MEETING WITH THE TOWN OF DA-A: DRIVEWAY: 2,000 SF ' 120.0' i I ( 3 SOUTHOLD ENGINEERING DEPARTMENT SHALL BE SCHEDULED BY THE APPLICANT/OWNER/BUILDER/DEVELOPER. L 34.0 , \ , \ \ 0 1,900 SF x 2112 =317 CF REQUIRED \ALL 17. THE RIGHT OF WAY SHALL NOT BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING PROVIDED (SF) (SF) (SF) (SF) (SF) (SF) (SF) (SF) (SF) (SF) (SF)-� ti ` , � CONSTRUCTION.THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT OF WAY DURING (1)8 0 x 8 ED = 337 CF PROVIDED CONSTRUCTION. \rsFj\ EL34.0 SOIL �\ \.\ `\ \\ ° ST CKPILE LL ' TEST I /sF ' \ p w HOLE ' ZONING TABLE - - - - - - - - W \ _ DIMENSIONAL REQUIREMENTS (R-80): i0 ' ` DRAINAGE POOL(TYP.) \ ` I ` \ _ o rsF 8'0 x V ED `� \ LL ` O I REQUIRED PROVIDED _ LOT AREA 80,000 SF 106,450 SF �p �'/ \\\ `` 1�� J\rsF� \` \ EL 33.0 \ \\ O\\ o LOT WIDTH 175 FT 322.79 FT \ (SQ (SF) (SF) (SF) (s?j \ 0p LOT DEPTH 250 FT 328.38 FT �' �`� ` �\ �, \\ `� `\ \\ N \ I FRONT YARD SETBACK 60 FT 120 FT z U) `o SIDE YARD SETBACK 20 FT 100.7 FT SILT FENCE(sF) `� \\\ \\ I BOTH SIDE YARD SETBACK 45 FT 231.9 FT \ REAR YARD SETBACK 75 FT 144.3 FT o LIVABLE FLOOR AREA 850 SF TBD o �\ 1� \ \\ \\ \\ LOT COVERAGE 20% ±3% UP BUILDING HEIGHT 35 FT TBD NUMBER OF STORIES 2 1/2 TBD 0 N`�f' C3IlaC LIc.'C7, cr =ic~c 142 631.765.36777 FIRE i \ _'- x _ x --__ r ,' `\ \\ \ \\ 3 `(i•cl �1411e• WELL ` I x i- x - EXISTING CHAIN LINKFENCE x -� \ x --•--- x _-__ x \ \ \ \ Name: Davey Ix x x x Surveyor: Ehlers Location: Cutchoque _ _ _ _ _ _ _ _ _ _ S.C.D.H.S. APPROVAL _ _ _ _ ' ' I I \• \\ Tax Mop Number: 1000-108-344 x Y - - - - - / i I Q 1 REVISED AS PER SCDHS COMMENTS DATED 8-31-2022 9-1-2022 WELL S &3`2T30"-W ,� I w , , \\ \\ ° Project DC a�:ripliCln: Lot No. REVISION DATE HEAD I - - - - - -' I ,, 322.79 \ - -x p \ \ \ I C)8t£': 12/27I21 OWNER: I - - �' ¢ i I ,' `\ `\ _ Dark orom loam O 150 DEER RUN,LLC OVERALL P LAN - - - - > i \ "o C/O DAVEY LAW P.C. w ' \ I 220 MAIN STREET FOR ' ` P�a °€awn Sat�dy sllt F�4` CENTER MORICHES NY 11934 560 WAGON WHEEL LANE b� LAND N/F ,N LAND N/F ` 0 12` 150 DEER RUN,LLC L6 APPLICANT: SITUATED AT BRENDA&KENNETH CORRIGAN N JOANNA LANE Pa, frown tine graJ St' C/O DAVEY LAW P.C. SCTM: 1000-108.00-03.00-010.000 SCTM: 1000-108.00-03.00-009.005 I 220 MAIN STREET C U TC H O G U E ZONE:R-80 ZONE:R-80 13, CENTER MORICHES NY 11934 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK Comments: No water encountered S.C.T.M.; DISTRICT: 1000, SECTION: 108.00, BLOCK: 03.00, LOT: 009.004 BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY PREPARED BY WARD BROOKS LAND SURVEYOR DATED 1-26-22 TEST HOLE ELEVATIONS REFER TO NAVD 88. NELSON + V' OPE IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL Y t engineers architects surveyors ENGINEERING AND LAND SURVEYING, SECTION 7209 FOR ANY PERSON, UNLESS HE IS GRAPHIC SCALE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND NY 11747.631.427.5665•nelson o e.com 20 0 10 20 40 80 t 70 Maxess Road,Melville, p p SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEERS DRAWN BY: RF CADD: 22085-SP.DWG SCALE: OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL .° O AFFIX TO THE ITEM HIS SEAL AND NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE ''§ " ` S - 1 `°°� •-�-�`"",. ' n;•, CHECKED BY: KS FILE NO.: AND THE DATE OF SUCH ALTERATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION. ( IN FEET ) V.=20' DATE: MARCH 2O22 PROJECT NO.: 22085 SHEET NO.: 1 OF 4 I I I/A OWTS NOTES: UTILITY CONTACTS ` 1. ALL SANITARY PIPE LENGTHS ARE MEASURED FROM CENTER TO CENTER OF SANITARY: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES STRUCTURES AND INVERTS ARE CALCULATED ACCORDINGLY. STRUCTURE TO 360 YAPHANK AVENUE,SUITE 2C STRUCTURE SEPARATION DIFFERS FROM THE LABELED PIPE LENGTHS AND YAPHANK,NEW YORK 11980 1/A OWTS CONTROL WIRING AS PER SHALL NOT BE USED FOR LAYOUT PURPOSES. FOLLOW THE DIMENSIONS SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS MANUFACTURER IN 11"PVC T,, PROVIDED FOR STRUCTURE SEPARATIONS AND ALL SCDHS MINIMUM 335 YAPHANK AVENUE SCH-80 CONDUIT SEPARATION STANDARDS. YAPHANK,NEW YORK 11980 (SEE CONTROL PANEL NOTES 5 AND 6) 2. ALL SANITARY PIPES EXITING THE FOUNDATION LEADING TO A SANITARY WATER SUFFOLK COUNTY WATER AUTHORITY EL 34.0 EL 34.0 0 SYSTEM SHALL BE CAST-IRON, CLASS 2400 OR GREATER, FOR A MINIMUM OF 2 260 MOTOR PARKWAY GRADING CANNOT EXCEED 5% PROPOSED IA/OWTS SYSTEM FEET BEYOND THE FOUNDATION WALL. THE PIPES SHALL BE A MINIMUM OF 4" IN HAUPPAUGE,NEW YORK 11787 IN AREA OF SANITARY SYSTEM HYDROACTION AN600 DIAMETER AND PITCHED AT 2% (1/4" PER FOOT) UNLESS SPECIFIED OTHERWISE TOP EL: 34.0 ON THE PLANS. GAS: NATIONAL GRID PROPOSED SMH A-1 INV IN: 28.2.1 1393 VETERANS HIGHWAY INV OUT: 28 PROPOSED I/A OWTS 3. CLEAN-OUTS ARE REQUIRED EVERY 50 FEET OR AT BENDS. LONG SWEEP HAUPPAUGE,NEW YORK 11788 27 INV IN: 27.9 TOP EL: .4 CONTROL PANEL ELBOWS ARE REQUIRED FOR ALL BENDS AND SHALL NOT EXCEED FORTY-FIVE INV OUT: 27.8 (45) DEGREES. BENDS WITHIN THE FIRST TEN FEET FROM THE FOUNDATION ELECTRIC: PSEG (e) (E) (e) (e) SHALL BE CONSTRUCTED OF CAST-IRON FROM THE HOUSE UP TO AND 1650 ISLIP AVENUE PROPOSED SLP A-2 EL 34.0 INCLUDING THE BEND. BRENTWOOD,NEW YORK 11717 TOP EL: 33.1 4. SEWER PIPES AFTER THE SEPTIC TANK OR I/A OWTS SHALL BE DR-18 MINIMUM TELEPHONE: VERIZON INV IN: 27.5 W RATING AND BE PITCHED AT 1% 1/8" PER FOOT UNLESS SPECIFIED OTHERWISE 501 N.OCEAN AVENUE BOTTOM: 19.5 I 2'MIN.-4"0 CAST IRON PIPE EXTENDING ( ) PATCHOGUE,NEW YORK 11772 m 'THRU FOUNDATION FOR SANITARY LINE ON THE PLANS. rs� 5' 10' 5. ALL SEWER PIPING EXITING THE DISTRIBUTION POOL/BOX SHALL BE SET AT THE MIN. SANITARY CALCULATIONS: SAME ELEVATION. (s) M 6. AN I/A OWTS INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE SAFETY NOTES 8'-4"DR-18 @ 1%MIN. ® (s) (s) BUILDING INVERT 28.5 RESIDENTIAL: 5 BEDROOM SYSTEM PURSUANT TO SUFFOLK COUNTY CODE CHAPTER 563,ARTICLE VII (SEPTIC � � � INDUSTRY BUSINESSES)WITH AN ENDORSEMENT AS AN INNOVATIVE AND 1. THE CONTRACTOR IS REMINDED THAT ALL CONSTRUCTION PRACTICES MUST EXP LP CLEAN OUT, SITE DENSITY: ALTERNATIVE TREATMENT SYSTEM INSTALLER THROUGH THE SUFFOLK COUNTY 6 ASSEMBLY � � FOLLOW OSHA REQUIREMENTS AND ANY OTHER APPLICABLE LAWS. ALLOWABLE DENSITY: DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS. (ENDORSEMENT J) CONSEQUENTLY, ALL BELOW GRADE,ABOVE GRADE, CONFINED SPACE AND 5'-4"DR-18 @ 1%MIN. 2.444 ACRES X 600 GPD/ACRE= 1,466.4 GPD 7. ALL INSTALLED I/A OWTS ARE REQUIRED TO BE REGISTERED AND HAVE AN SIMILAR ASPECTS OF THE WORK SHOULD BE CARRIED OUT IN COMPLIANCE PROPOSED RESIDENCE ACTIVE O&M AGREEMENT BETWEEN THE PROPERTY OWNER AND AN WITH ALL APPLICABLE REGULATIONS. 10'-4"DR-18 @ 2°�°MIN. (5 BEDROOMS) PROPOSED DENSITY: AUTHORIZED MAINTENANCE PROVIDER. AN O&M CONTRACT AND ANNUAL O&M ±3,200 SF 5 BEDROOMS: 550 GPD ARE REQUIRED ALONG WITH SAMPLING EVERY 36 MONTHS. 2. THE CONSTRUCTION SITE IS TO BE KEPT FENCED IN ITS ENTIRETY WHENEVER FFL 34.0 8. ALL OWTS SHALL BE TESTED FOR WATER TIGHTNESS AS PER SCDHS THE CONTRACTOR IS NOT WORKING AND ONLY THAT PORTION NEEDED FOR IA SYSTEM: STANDARDS. SITE ACCESS OPENED WHEN CONTRACTOR IS WORKING. EFFORTS SHOULD 550 GPD REQUIRED 9. VENT PIPES SHALL BE A MINIMUM OF 2" DIAMETER AND LOCATED A MINIMUM OF BE MADE TO KEEP THE SITE FROM BECOMING AN "ATTRACTIVE NUISANCE". PROPOSED SLP A-1 ? PROVIDE: HYDRO-ACTION AN600 =600 GPD 3 FEET FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A (W) (W) (W) (W) TOP EL: 33.1 CARBON FILTER CONFORMING TO THE MANUFACTURER'S STANDARDS. BOTTOM: 19.5 LEACHING POOLS: 111. EXTERIOR PANEL OWTS CONTROL OPLAC PLACEMENT ENABLES THE YSTEM TO BE SERVICED AT ANY SANITARY NOTES: \ MINIMUM LEACHING FOR 5 BEDROOMS AS PER TABLE 5=400 SF TIME, ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE BUILDING. (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) OF SIDEWALL AREA REQUIRED 12. PANEL BOX MUST BE WITHIN VIEW OF THE SYSTEM LOCATION TO HELP 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND PROVIDE: FACILITATE OPERATION AND MAINTENANCE. SPECIFICATIONS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY DEPARTMENT OF HEALTH, 13. THE PANEL SHALL MEET NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS AND ALL OTHER RELEVANT AGENCIES AS 400+ 1.5 GPD/SQ.FT./DAY=266.7 SF (NEMA)4X SPECIFICATIONS. APPLICABLE. 266.7 SF_25.1 SF I LF = 10.63 VLF 14. THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND a a °a •� �a a (2)8'x 8' EFF. DEPTH LEACHING POOLS MOISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION BOXES. 2. UTILITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND 4 a a a EL 34.0 EL 34.0 15. EACH SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM AVAILABLE RECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL ° �' -�d LEGEND CAPABLE OF ACTIVATING AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY UTILITIES PRIOR TO COMMENCING WORK. CARE SHALL BE TAKEN NOT TO DISTURB EXISTING d' a �a ° a - SEEN AND HEARD BY OCCUPANTS OF THE BUILDING. THE DEPARTMENT UTILITIES AND SERVICE CONNECTIONS (OR PORTIONS THEREOF)TO REMAIN. THE ' Q a a` - - - -28- - - ' EXISTING 2 FT.CONTOUR RECOMMENDS A TELEMETRY DEVICE BE INSTALLED TO PROVIDE IMMEDIATE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED UTILITY SERVICE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER COVERED BY THE O&M CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL COORDINATE a' a ° a 1 a 30 EXISTING 10 FT.CONTOUR AGREEMENT. WORK WITH THE APPROPRIATE UTILITY COMPANY. d d OHW ,a EXISTING OVERHEAD WIRE VENT NOTE: 3. REMOVAL OF EXISTING STRUCTURES, INCLUDING BUILDINGS, DRAINAGE SYSTEMS AND ® PROPOSED SANITARY LEACHING POOL OTHER STRUCTURES, IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE a • , 1) THE I/A OWTS UNIT SHALL BE VENTED TO THE ROOF OF THE BUILDING TOWN OF SMITHTOWN AND APPLICABLE COUNTY, STATE AND FEDERAL AGENCIES. THE ® PROPOSED SANITARY MANHOLE BEING SERVED.VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FOR DEMOLITION AND DISPOSAL �i THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM OF EXISTING STRUCTURES AND MATERIALS. \ PROPOSED SANITARY IA SYSTEM HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED PORTION OF THE EL 34.0 \` , , ' ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT THE SYSTEM TO THE 4. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF (W) PROPOSED WATER RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF TRAFFIC MEASURES DURING CONSTRUCTION AS APPLICABLE. (E) PROPOSED ELECTRIC THE RESIDENCE AND TERMINATE A MINIMUM OF 18 INCHES ABOVE GRADE. -(SF)- PROPOSED SILT FENCE THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM ANY 5. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATING, WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER CUTTING, REMOVING OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF ( PROPOSED DRAINAGE POOL DEVICE.ALL VENT PIPES MUST HAVE A MINIMUM DIAMETER OF 2 INCHES. SOUTHOLD SHALL BE NOTIFIED 48 HOURS BEFORE ANY SITE WORK IS BEGUN. EL 34.0 6. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND PROPOSED PARTIAL PLAN CONTROL PANEL NOTES: DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. GRAPHIC SCALE 1) I/A OWTS CONTROL PANEL TO BE MOUNTED AS SHOWN ON PLAN. 7. ALL EXISTING SANITARY AND DRAINAGE STRUCTURES ARE TO BE REMOVED IN ACCORDANCE 5 0 2.5 5 10 20 2) EXTERIOR PANEL PLACEMENT ENABLES THE SYSTEM TO BE SERVICED AT ANY WITH SCDHS REQUIREMENTS. STA 0+16 TIME, ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE BUILDING. o o I/A OWTS 8. GAS SERVICE LOCATION IS SCHEMATIC AND BASED UPON INFORMATION AVAILABLE AT THE ton M t- t- o HYDROACTION AN600 v 11 N °i " 11 11 t" TOP:34.0 3) THE PANEL BOX MUST BE WITHIN VIEW OF THE SYSTEM LOCATION TO HELP TIME OF PLAN PREPARATION. THE ACTUAL LOCATION IS SUBJECT TO CHANGE BASED UPON + < W 11 o a w z INV IN:28.2 ( IN FEET ) FACILITATE OPERATION AND MAINTENANCE. UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH UTILITY o Q w Z Q = d INV OUT: 28.1 COMPANY PRIOR TO COMMENCEMENT OF CONSTRUCTION. ~ a o> �, z zN 4) THE CONTROL PANEL SHALL BE PLACED AT A COMFORTABLE HEIGHT FOR � GRAPHIC SCALE 40 40 ACCESS. 9. GRAVITY SEWER LINE PIPING SHALL BE 4" DR-18 WITH THE EXCEPTION OF THE LINE FROM THE 10 0 5 10 20 40 BUILDING TO THE SEPTIC TANK WHICH IS REQUIRED TO BE CAST-IRON SOIL PIPE FOR A 5) THE PANEL SHALL MEET NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION MINIMUM OF 2 FEET BEYOND THE FOUNDATION WALL. EXISTING GRADE (NEMA)4X SPECIFICATIONS. CLEAN OUT IN FEET 10. PIPE LENGTHS AND SLOPES SHOWN ARE APPROXIMATE TOTAL PIPE LENGTH. ASSEMBLY ( ) 6) THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND - MOISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION BOXES. 11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A PLUMBING PERMIT FROM THE TOWN OF FINISHED GRADE -' --- -_ SOUTHOLD FOR THE INSTALLATION OF THE SANITARY SYSTEM. -- --• _ 7) EACH SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN 12. ALL SANITARY PIPES EXITING THE FOUNDATION LEADING TO AN IA SYSTEM SHALL BE __ -- BUILDING AND HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT CAST-IRON, CLASS 2400 OR GREATER, FOR A MINIMUM OF 2 FEET BEYOND THE FOUNDATION INVERT 28.5 RECOMMENDS A TELEMETRY DEVICE BE INSTALLED TO PROVIDE IMMEDIATE WALL. THE PIPES SHALL BE A MINIMUM 4" IN DIAMETER AND PITCHED AT 2% (1/4" PER FOOT) 30 3 REMOTE ALARM NOTIFICATION TO THE 0 & M PROVIDER COVERED BY THE 0& M UNLESS SPECIFIED OTHERWISE ON THE PLANS. 8'-4"DR-18 @ 1%MIN. _ _ _ � _ � 2'MIN.4"O CAST IRON PIPE EXTENDING AGREEMENT. . s THRU FOUNDATION FOR SANITARY LINE FFL 34.0 5'-4"DR-18 @ 1%MIN. ----- ---- -- --- - - �a 10'-4"DRAM-@-I%MIN. 0 01 (' i' • •60 I/A OWTS 2"0 VENT TO BE PROVIDED AND PIPED TO BUILDING €f an q BOTTOM OF LEACHING Depth to water POOL EL.19.5(8'ED) Monitoring well(upper number is station name;lower number is estimated depth to water,in feet) No-Data 1 REVISED AS PER SCDHS COMMENTS DATED 8-31-2022 9-1-2022 Estimated depth to water below land surfaces" No. REVISION DATE In feet t OWNER: PARTIAL SANITARY PLAN AND PROFILE 150 DEER RUN,LLC 11-2a {; C/O DAVEY LAW P.C. 21-34 'r 220 MAIN STREET FOR ro .".iz 't, CENTER MORICHES NY 11934 560 WAGON WHEEL LANE 10 10 31-so Y `' .,� APPLICANT: 51•75a' .'';., 150 DEER RUN,LLC SITUATED AT STA 0+48 STA 0+00 (� ze_100 C/O DAVEY LAW P.C. C U TC H O G U E PROPOSED PROFILE VIEW 101-125 220 MAIN STREET 1"=5' D 12&-150 CENTER MORICHES,NY11934 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK L) 151-175 S.C.T.M.; DISTRICT: 1000, SECTION: 108.00, BLOCK: 03.00, LOT: 009.004 BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY PREPARED BY WARD BROOKS 176-20U ;»" , "# LAND SURVEYOR DATED 1••26-22 >201 - y A N ,<t <' -^ . ` ELEVATIONS REFER TO NAVD 88. __ ),p E hero l; Y ° ) „ Est mated dept to water�e1;,;v lard NELSON + POPE 1 tai4P5%ftiF,%t C E surface;€n feet:28 f 89.•: , ',. ' r,• . , IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ==€= 8 engineers architects surveyors ENGINEERING AND LAND SURVEYING, SECTION 7209 FOR ANY PERSON, UNLESS HE ISbraM.-tonrgWe+ltoge:ameas�,ed ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND eF: -�"a:E''�'._'""''�"''es•nr..hem=°"'$eta" I -tea e + t'< 70 Maxess Road,Melville,NY 11747-631.427.5665•nelsonpope.com SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER ztma:eadeptr.mwacer. L �' , ': z,,1 OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL GROUNDWATER MAP `' •. '`. DRAWN BY: RF CADD: 22085-SP.DWG SCALE: AFFIX TO THE ITEM HIS SEAL AND NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE FFL EL 34 NTS �: wb ; ;v� S S- 102 APPROXIMATE DEPTH TO GW: 28' •P:A.yE`'u ,; e.,„ CHECKED BY: KS FILE NO.: AS NOT AND THE DATE OF SUCH ALTERATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION. APPROXIMATE GW EL. 6 S.C.D.H.S. APPROVAL "' DATE: MARCH 2O22 PROJECT NO.: 22085 SHEET NO.: 2 0F 4 11.94' CLASS A CONCRETE OWTS AN60 ° •a' CEMENT 0 P.S.I.TYPE II WATEFLEXIBLE JOINTTIGHT SEAL " TUF-TITE EFFLUENT O r FILTER EF-4 O !.. . ��o/o oQ� A UTLET TO OUTLET 4"0 P.V.C. ° O NLET k �� A DISTRIBUTION BOX (SDR-35)@ 1.00/ 4"0 P.V.C. (SDR-35)@ 2.0% — _ 4" -BAFFLE TE 4- 1 �- — T-BAFFLE TB-4-18" -0 DR-18 @ 1.0% o S�Oe� N`O,� 1 s,l t , a ° .74'DIA. 6.83'DIA. STANDARD MANHOLE TUF-TITE o FRAME AND COVER TYPE SOLIDS DEFLECTOR No.4 REBAR AT 8" PLAN 'F'ADJUSTABLE CASTING O.C.E.W. BOTTOM FINISHED GRADE EFFLUENT FILTER DETAIL NOTE: NOT TO SCALE " 1. THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCESS OVERS SHALL BE SET FLUSH TO GRADE, ADJUST TO GRADE WITH RED BRICK COVER FOR EASE OF MAINTENANCE AND REPLACEMENT. TUF-TITE COVER TO BE FILLED WIT WATERTIGHT,LOCKING,INSECT-PROOF,SKID-PROOF AND TYPE II MORTAR(MINIMUM OF 2. DROP TEE SHALL EXTEND 18"INTO LIQUID. CONCRETE OR IF COVER WEIGHS LESS THAN AND APPROVED FOR SEWAGE USE. TUF-TITE HEAVY 60 POUNDS,PROVIDE SECONDARY SAFETY LID DUTY FLAT RISER LID WITH 1.75"STAINLESS STEEL CV ° TWO COURSES AND MAXIMUM OF 15' OR DEVICE SQUARE DRIVE SAFETY SCREWS OR POLYLOK 3008-HD `- I• FINSIHED ISERS TO CONFORM TO ASTM D24-12 AN 24" MIN. = 24 S.C.D.P.W. STANDARD MANHOLE (24 MIN.) THE RISER TO TANK CONNECTION SHALL ( ) ao DIAMETER GRAD w STEPS (STAINLESS STEEL OR BE WATERTIGHT AND STRUCTURALLY FSOUND NOT TO EXCEED HEIGHT ° z STEEL REINFORCED COPOLYMER 24" MIN. W 24" MIN. ' MAX. POLYPRPYLENE) Q 12" O.C. VENT STACK SHALL BE PROVIDED ASSEMBLY,RE-CIRCULATION 1 MIN. w (TYP•) 7/8"SQUARE OR 3/4" DIAMETER WITH VENTILATED CAP TO PREVENT 245 COMPLETE AN600 2.5 MAX 1 - SELF SEALING BUTYL RUBBER THE INTRODUCTION OF WATER 1 --112" MIN. w 1 1/2" CLEARANCE CIRCUMFERENTIAL 6" MIN. z REINFORCEMENT-0.15 a a SQ.IN. PER FOOT OF HEIGHT. ROOF PROVIDE WATERTIGHT w 4'-0" I VENT STACK BOOT AND o 5" DIAMETER FLASHING AS REQUIRED NOTES: 4"0 DR-18 @ 1.0% �� HOLE TO BE CORED. PROVIDE 1. ALL TANKS MUST BE WATERTIGHT.TWO METHODS OF ENSURING TANKS ARE 3'-3 MAXIMUM WATERTIGHT SHALL BE EITHER VACUUM TESTING OR WATER PRESSURE TESTING (TYP) 'KOR-N-SEAL' FLEXIBLE SLEEVE METHODS AS FOLLOWS: SING DR-18 @ 2.0%G STANDARD 2 cr OR APPROVED EQUAL. 1.1. VACUUM TESTING:SEAL THE EMPTY TANK AND APPLY A VACUUM TO FOUR(4) TANK CONNECTING KIT w INCHES(100MM)OF MERCURY.THE TANK IS APPROVED IF 90%OF VACUUM IS HELD A No. 2 STEEL HOOP I FOR TWO(2)MINUTES. W w AROUND OPENING 1.2. WATER TESTING:SEAL TANK;FILL TANK WITH WATER TO OUTLET INVERT PROVIDE EFFLUENT TYPICAL ELEVATION,LET STAND FOR 24 HOURS.REFILL THE TANK TO THE OUTLET INVERT FILTER ON OUTLET PIPE. U) Z Q (TYPICAL) AFTER THE 24-HOUR PERIOD IS COMPLETE.LET THE TANK STAND FOR AN SEE DETAIL THIS SHEET TANK,AN600 245 Q O PVC JOINTS fin-- FLEXIBLE ADDITIONAL 10-HOUR PERIOD.THE TANK IS APPROVED IF WATER LEVEL IS HELD PRETREATMENT 0 U v C, JOINT(TYP) FOR THE 10-HOUR PERIOD.WATER PRESSURE TESTING IS RECOMMENDED TO BE w DONE ONSITE AFTER INSTALLATION. _ (.7 N 2. SEPTIC TANK SHALL BE INSTALLED LEVEL IN ALL DIRECTIONS(MAX.TOLERANCE IN ANY ih `t DIRECTION+/- INCH)AND IN ACCORDANCE WITH MANUFACTURER'S zo rx) RECOMMENDATIONS. _ I ( 2" PVC 3. ALL THERMOPLASTIC TANK COVERS SHALL BE UV PROTECTED,CAPABLE OF AN600 W/ 00 ° ° ° WITHSTANDING 2,500 LB.,AND BE PLACED IN A NON-TRAFFIC AREA WITH STAINLESS PLATFORM STEEL TAMPER-RESISTANT FASTENERS. COMPLETE MONOLITHIC BASE SLAB I I STRAP TO SUPPORTING MEMBER 1 1/2"CLEARANCE REINFORCEMENT- No. 4 FINISHED I I IN BUILDING AS REQUIRED ill (TYPICAL) REBAR 8" O.C.E.W.TOP FLOOR SECTION A-A SEE SCORING DETAIL 3"MIN.BED OF PROPERLY GRADED ` V-2" d 2'-81/2"Po 4 DIAMETER SANITARY SEWER MANHOLE DETAIL SAND OR PEA GRAVEL 6'-0" 5'-1/2" NOT TO SCALE 2"VENT PIPE TO HYDROACTION AN600 NOTES: HYDROACTION SEPTIC NOT TO SCALE f 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. 3. MANUFACTURER. TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF VENT PIPE DETAIL S.C.D.P.W. SPECS. 4. LOADING TO CONFORM TO AASHTO H-20 LOADING NOT TO SCALE AK-080917- 1 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000PSI 0 0 ° ° 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. A185 Fs=65,000PSI CONNECTION DIAGRAM PAGE •••••• • • ♦ 7. CONCRETE TO BE 4000PSI @ 28 DAYS 3 AK-080917-1 12 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP& BOTTOM STEEL ® REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. ® ® ® ® ❑ m ® INSIDE4LID VIEW 9. AN INTERNAL DROP ASSEMBLY SHALL BE USED AT ALL LOCATIONS WHERE THE INVERT GRD ELEVATIONS DIFFER BY MORE THAN 2 FEET. HOUSE MAIN > _... 10. A 5' DIAMETER MANHOLE SHALL BE USED WHERE INTERNAL DROP MANHOLES ARE REQUIRED ELECTRICAL =z �1 CG2 �3 �° �C6 11. MANUFACTURERS IDENTIFICATION SHALL BE CAST IN INTERIOR SIDEWALL TOP SECTION OF M PANEL z 0 1 ® ® MANHOLE . 6 O O G)� O 1 3/16" o "' 1 3/8 O . O �� . 'QO M PROVIDE ® r m QD 0 CD 40A BREAKER n \�1 O - -- .A . 'v A 115/120 VOLT U e O --I CTl CC) SERVICE O z Nf Ma xa !°AAxxla xoRz;;: xyylM W wet- ---1AT ... y (3)#8 CONDUCTOR WIRE L1 N =r0 1 r (1)#10 GROUND WIRE INCOMING 115 m ® ®$ �"0 A S.S. OR STEEL REINFORCED �I p 15 7/16" COPOLYMER POLYPROPYLENE IN 1 1/2"PVC(SCH 80)CONDUIT !`�' u V ® O 0 ♦ IN N c N CI N I 2 3 4 6 6 ♦ S� ¢ ft"00 CIW1°E AMBEN(N.- °�EFN( no 14" m S I� I i INC°MING II3 O�f•4 I+ PIIMPI Pt MPI PUMP) _ uA owrs ® ® ® ® ® - ♦ _ 1/2" GRADE 60 STEEL CONTROL � SP1 N DD1 NI P1 N C1 N 1 2 4 5 6 ° --- - -- -- -- - --- 0 ° REINFORCEMENT PANEL SECTION A-A CONTROL WIRING AS PER CONTROLWRER IN 1INGAS E PVC w Y w s w o o o STRUCTURAL MANHOLE STEP DETAIL (SCH 80)CONDUIT m " = 0° '= w w U_ U_ NOT TO SCALE z z a 3 m a 3 3 Uj ¢ Q o o a a a o z z _dG NOTE: I/A OWTS = w m ? � Cro 1. AS MANUFACTURED BY M.A. INDUSTRIES INC. OR APPROVED TREATMENT M m ° 7 IL :2 EQUAL m C.D �w SYSTEM v- of o= w o0 p ~ ¢Uj ¢ X U CONTROL PANEL DETAIL a w w z z � x SINGLE LINE WIRING DIAGRAM NOT TO SCALE NOT TO SCALE ALL INFORMATION CONTAINED IN THIS DRAWING IS Aiwo F_ 1 REVISED AS PER SCDHS COMMENTS DATED 8-31-2022 9-1-2022 CONFIDENTIAL AND PROPRIETARY TO SEPTIC PRODUCTS INC. SEPTIC PRDDUCTSINC No. REVISION DATE CHANGES TOLERANCES DRAWN BY DATE OWNER: 150 DEER RUN,LLC SANITARY DETAILS 1 E xxx t.005 F DECIMALS C. BARRICK 08/11/17 TERMINAL CONNECTIONS C/O DAVEY LAW P.C. - 220 MAIN STREET FOR D = CENTER MORICHES NY 11934 560 WAGON WHEEL LANE FRR ACTIONAONA MATERIAL SPECIFICATION:L SCALE: PART N0. C x/x = t.1/64 AK—aH(J917-1 APPLICANT: B. ANGLES AS NOTED FULL 150 DEER RUN,LLC SITUATED AT ,AI I x• = f1/r C/O MAIN P.C. C U TC R O G U E 220 MAININ STREET CENTER MORICHES,NY11934 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M.; DISTRICT: 1000, SECTION: 108.00, BLOCK : 03.00, LOT: 009.004 BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY PREPARED BY WARD BROOKS LAND SURVEYOR DATED 1-26-22 ELEVATIONS REFER TO NAVD 88. a^M' 'kw ° NELSON + POPE IT IS A VIOLATION OF NEW YORK STATE EDJCATION LAW ARTICLE 145, PROFESSIONAL ° 2 FOR ANY PERSON, UNLESS E engineers • architects • surveyors ENGINEERING AND LAND SURVEYING, SECTION 7 09 O SO U SS H IS " • -� 70 Maxess Road,Melville,NY 11747-631.427.5665•nelsonpope.com ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL -� > V DRAWN BY: RF CADD: 22085-SP.DWG SCALE: AFFIX TO THE ITEM HIS SEAL AND NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE ° SS -- 10 3 CHECKED BY: KS FILE NO.: AND THE DATE OF SUCH ALTERATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION. S.C.D.H.S. APPROVAL DATE: MARCH 2O22 PROJECT NO.: 22085 SHEET No.: 3 OF 4 PIPE AND FITTING SPECIFICATIONS: DUCTILE IRON PIPE AND FITTINGS SHALL MEET THE FOLLOWING SPECIFICATIONS: 1.DUCIFILE IRON PIPE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST REVISION OF ANSI•/AWWA C150/A21.50. / Al! 000u'°0000 2.DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST REVISION OF a oon°o°noa° v°oeoo=°o°o ANSI,/AWWA C151/A21.51.EACH PIPE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST j°o°006200va°°0'°' � oa OF A'F LEAST 500 PSI ATTHE POINT OF MANUFACTURE. oo °on Lo - TOP OF TRENCH 3.PIPE SHALL HAVE STANDARD ASPHALTIC COATING ON THE EXTERIOR.PIPE SHALL ALSO HAVE A ° CEMENT-MORTAR LINING ON THE INTERIOR IN ACCORDANCE WITH ANSI/AWWA C104/A21.4,OF 2'0 O LATEST REVISION. ° o LOWER LIMIT FOR 3'-70 HEAVY DUTY SHEETING DRIVEN ° ° 4.PIPE SHALL BE CLASS 52.THE CLASS OR NOMINAL THICKNESS,NET WEIGHT WITHOUT LINING, CAMPBELL#1104A AND CASTING PERIOD SHALL BE CLEARLY MARKED ON EACH LENGTH OF PIPE. ADDITIONALLY, CAST IRON FRAME AND PULLED ALTERNATE "B"-CLASS I MATERIAL HAND THE MANUFACTURER'S MARK,COUNTRY WHERE CAST,YEAR IN WHICH THE PIPE WAS PRODUCED, AND COVER A. -"A" 0.D. "A" o COMPACTED OR ALTERNATE "A"-CLASS 4"MIN.-8"MAX BRICK AND THE LETTERS"DI"OR"DJCTILE"SHALL BE CAST OR STAMPED ON THE PIPE. ° II OR III MATERIAL COMPACTED IN MAX. 5.ALL PIPES SHALL BE FURNISHED WITH PUSH-ON TYPE JOINTS.JOINTS SHALL BE IN ACCORDANCE LEVELING COURSE PRECAST 0 6" BY THE LAYERS TO 95% DENSITY MIN. WITH ANSI/AWWA C111/A21.11,OF LATEST REVISION,AND BE FURNISHED COMPLETE WITH ALL REINF.CONC. EDGE OF TRENCH 0 12" ° STANDARD PROCTOR TEST(A.A.S.H.O. NECESSARY ACCESSORIES. REINFORCED PRECAST TRAFFIC BEARING DESIGNATION T-99 CONCRETE COLLAR FINISHED DE SLAB ° 0 ) 6.FITTINGS SHALL BE DUCTILE IRON.FITTINGS SHALL CONFORM TO THE LATEST REVISION OF EITHER #5 BARS @ 6" ° ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53.FITTINGS AND ACCESSORIES SHALL BE BOTH WAYS SAND AND O ° 0 0 FURNISHED WITH EITHER PUSH-ON OR MECHANICAL TYPE JOINTS IN ACCORDANCE WITH I.D. CLASS I MATERIAL ANSI/AWWA C111/A21.11,OF LATEST REVISION. 8-#3 BARS OR z 4-#3 BARS GRANULAR 0 HAND COMPACTED EQUAL VERT. 24„ OR EQUAL HORIZ. SOILS 1/°2 0.D o 7.ALL PIPE,FITTINGS AND ACCESSORIES SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH THE LATEST REVISION OF ANSI/AWWA C600.NEWLY INSTALLED DUCTILE IRON WATER MAINS 4"0 DR-18 @ 1.0%MIN. 3111 ° NOMINAL 3"THICK X 12" WIDE SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST REVISION OF ANSI/AWWA C651 PRIOR (SEE PROFILE) e° 3�� TO PLACING IN SERVICE. j\\j� +• • '�\�� 3�� LUMBER PLANKS A.C.Q. TREATED 6A/\\�/ �\�/\� 0.8 RETENTION PLACED 8.ALL PIPE AND FITTING JOINTS SHALL BE RESTRAINED.RESTRAINERS SHALL BE MANUFACTURED OF \/\\/ A O ° O 0 0 0 0 ° 0 / PERPENDICULAR TO CLOF TRENCH HIGH STRENGTH DUCTILE IRON IN ACCORDANCE WITH ASTM A536 GRADE 65-45-12 FOR ALL //\\ ° AND CONTINUOUS ALONG SIZES. TRENCH WIDTH PRECAST /i�� CENTERLINE REINF.CONC. PVC GRAVITY PIPE AND FITTINGS SHALL MEET THE FOLLOWING SPECIFICATIONS: RINGS SEWER FOUNDATION IN ORGANIC SOILS 1.THE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM D 3034. THE PIPE SHALL BE LU //\�// NOT TO SCALE \\/ F \/\ COLORED GREEN FOR IN GROUND IDENTIFICATION AS SEWER PIPE. p //\\/ p O N /\\//� TOP OF TRENCH 2.ALL PIPE SHALL BE MADE FROM QUALITY PVC RESIN,COMPOUNDED TO PROVIDE PHYSICAL AND � j\\j W a -1 2. O TOP OF TRENCH /i\/ Q� Eo W /i\/i. SHEETING DRIVEN MECHANICAL PROPERTIES THAT EQUAL OR EXCEED CELL CLASS 12454 OR 12364 AS DEFINED IN Ocwi� /j�% o AS PER SHEETING ASTM D 1784. > ,\\j\ 3'MIN. /\\j O 0 O w !\\// \//\\' > DESIGN 3.PIPE SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. PROVISIONS MUST BE MADE a j�/j F {' /jam a ° ° ° LOWER LIMIT FOR ° o FOR EXPANSION AND CONTRACTION AT EACH JOINT WITH AN ELASTOMERIC GASKET. THE BELL %�// ///\�j a CONDITIONS ° BOX SHEETING o ° \/ 8'DIA. SHALL CONSIST OF AN INTEGRAL WALL SECTION WITH A FACTORY INSTALLED ELASTOMERIC - /\\/ ° DRIVEN AND GASKET WHICH MEETS THE REQUIREMENTS OF ASTM F477. THE JOINT SHALL BE DESIGNED TO o "A" O.D. "A" d' PULLED o "A" O.D. "A" o MEETTHE REQUIREMENTS OF ASTM D3212 UNDER BOTH PRESSURE AND 22 IN.HG VACUUM. \/�\ /\ 4.PIPE SHALL BE SDR 35 MEETING THE REQUIREMENTS OF ASTM D3034. \`�\\j j \\/� TRENCH ° 0 ° ° ° o TRENCH \j\\ 3'MIN.ABOVE /\\/ DEPTH 1 ° 1 DEPTH 5.FITTINGS AND ACCESSORIES SHALL HAVE BELL AND/OR SPIGOT CONFIGURATIONS COMPATIBLE /\// O o ° ° o ° WITH THAT OF THE PIPE. \//\ GROUND WATER \//\ 0 0 SEE \/i\\� PIPE SAND AND o PIPE 6.ALL PIPES, FITTINGS AND ACCESSORIES SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH j�/j NOTE EMBEDMENT ° GRANULAR ° ° EMBEDMENT THE LATEST REVISION OF ASTM D2321. \\//� BACKFILL TO BE CLEAN SAND AND GRAVEL //�\ ° SOILS o ° o I.D. ° ° o o ° ° SECTION A-A ° ° ° ° o o ° o O o O o o O ° O o 0 , ° O °O SANITARY COMMERCIAL O o CLASS I MATERIAL o 0 TRENCH WIDTH ° HAND COMPACTED ° ° TRENCH WIDTH ° 0 LEACHING POOL DETAIL SHEETING CLASS II OR III MATERIAL SLP EMBEDMENT COULD COMPACTED IN MAX. 6" HAND SHAPED BOTTOM I.D. "A" (MAX) LAYER TO 95% BE TO PIPE 1/2 O.D. MIN. NOTES: NOT TO SCALE SUBGRADE 8 0 TO 36"0 12, DEPENDING ON SOIL DENSITY(ASHO. T-99) ALTERNATE"A" ALTERNATE"B" 42"0 TO 84"0 18" 1. AS PART OF THE INSTALLATION OF LEACHING POOLS,CONTRACTOR IS CONDITIONS 96"0 TO 144"0 24" RESPONSIBLE TO EXCAVATE 6'INTO EXISTING SAND AND GRAVEL 4'4" ACCEPTABLE TO HEALTH DEPT.AND ENGINEER AND BACKFILL -- WITH S.C.D.H.S.ACCEPTABLE CLEAN SAND AND GRAVEL TO INLET PIPE ELEVATION. SEWER FOUNDATION IN GRANULAR 2.EFFECTIVE DEPTHS ARE MEASURED FROM INVERT TO B0170M SOILS ALL TRENCH DEPTHS 6Wx6W/6x6 WWF OF STRUCTURE. NOT TO SCALE TOP& BOTTOM 3.DUMMY RINGS SHALL BE PROVIDED AS NECESSARY TO BRING 2' ;' LEACHING POOLS TO GRADE. OPENING PRECAST CLASS "A° 4.CONCRETE TO TEST 4000 P.S.I.@ 28 DAYS. 4000 PSI TYPE II CEMENT 5. REINFORCEMENT MEETS A.S.T.M.A-615,A-185 SPECIFICATIONS. 6.REINFORCE FOR H-20 WHEEL LOADING WITH 18"GROUND COVER. CAPPED OR PLUGGED SUFFOLK COUNTY TYPE"F" FINISHED GRADE ADJUSTABLE CASTING TO GRADE 7•PIPE PENETRATIONS SHALL BE THROUGH THE LEACHING POOL WALLS AND NOT THROUGH THE DOME OR TOP SLAB. ADJUST TO GRADE WITH N.J. SHALE RED BRICK&MORTAR 8" (MIN. OF TWO COURSES & MAX. OF 15") 6Wx6W/6x6 WWF 2' ° TOP& BOTTOM • 4 PRECAST CLASS "A" "''^' `'�. y';u.•w°:f ' 4000 PSI TYPE 11 CEMENT hgF'Ji;.eM�irt�,�li S.h,,tr•".;"!+"� 6" LAYER OF STONE 8"TYP. MAINTAIN MIN. 6" SEPARATION BETWEEN BRICKWORK AND STRUCTURE 4" (MIN. CLASS 150 PIPE) SEE PROFILE 4" DIA.450 BEND WOVEN WIRE FENCE(14 1/2 GA. MIN.,MAX.6"MESH SPACING) WITH PLAIN END 36"MIN.FENCE WITH FILTER FABRIC OVER. WOVEN WIRE FENCE(14 1/2 GA. AND MECHANICAL POSTS.DRIVEN 16" MIN.,MAX.6"MESH SPACING) MIN.INTO GROUND WITH FILTER FABRIC OVER. JOINT FITTING (D.I.P.) 36"MIN.FENCE #4 @ EACH CORNER(TYP.) POSTS.DRIVEN 16" 10'CEN TO CEN MAX. U a 4"x 4"X 4"WYE BRANCH O m z MIN.INTO GROUND WITH MECHANICAL JOINT = LL FITTINGS (D.I.P.) w tO FL W-� 4" MIN. DIA. 4" MIN. DIA. FLOW LL 'I GROUNDRBED O DR-18 I DR-18 o FLOW a D.I.P. SPOOL PIECE #4 @EACH SIDE J EMBED FILTERFABRIC 6"MIN. O� INTO GROUND 1 REVISED AS PER SCDHS COMMENTS DATED 8-31-2022 CLEAN-OUT DETAIL 9 , 2022 Qv �� Z No. REVISION DATE SECTION OWNER: NOT TO SCALE ISOMETRIC PLAN VIEW 150 DEER RUN,LLC C/O DAVEY LAW P.C. SANITARY DETAILS 2 220 MAIN STREET FOR SILT FENCE DETAIL CENTER MORICHES,NY11934 560 WAGON WHEEL LANE NOT TO SCALE r..ST.AILDARD SYMBOL NOTES SF 150 DEER RUN,LLC SITUATED AT 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS C/O DAVEY LAW P.C. C UTC H OG U E WITH WIRE TIES OR STAPLES. 220 MAIN STREET CENTER MORICHES NY 11934 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE S.C.T.M.; DISTRICT: 1000, SECTION: 108.00, BLOCK : 03.00, LOT: 009.004 WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY PREPARED BY WARD BROOKS 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY LAND SURVEYOR DATED 1;26-22 SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. " rs �_ •...�. NELSO 'N' POPE ELEVATIONS REFER TO NA\/D 88. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL ; ;� ^• + REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. 5. POSTS:STEEL EITHER T OR U TYPE OR 2"HARDWOOD. IT IS A VIOLATION OF NEW 1 ORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL gay ti a;. s � 0 � engineers • architects • surveyors �..,. ENGINEERING AND LAND SURVEYING, SECTION 7209 FOR ANY PERSON, UNLESS HE IS 6. FENCE:WOVEN WIRE, 14 1/2 GA.6"MAX.MESH OPENING. `f � . ' �•-'-" ` ii: 70 Maxess Road,Melville,NY 11747.631.427.5665•nelson o e com ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND 7. FILTER CLOTH SHALL BE A WOVEN GEOTEXTILE COMPOSED OF p p SURVEYOR, TO ALTER AN 17FEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER POLYPROPYLENE CONFORMING TO AASHTO M288. , : ',,t `';?` . #�' OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL DRAWN BY: RF CADD: 22085-SP.DWG SCALE: p, SS- 104 AFFIX TO THE ITEM HIS SEAL AND NOTATION ''ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. CHECKED BY: Ks FILE NO.: S.C.D.H.S. APPROVAL �;w.°:«;.:r�, ::�s�~" .�. DATE: MARCH 2O22 PROJECT NO.: 22085 SHEET NO.: 4 OF 4 2020 RESIDENTIAL CODE OF NYS ANALYSIS 3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHERE THE R311.7.4 WALKLINE. THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE TURN AND R311.7.10.1 SPIRAL STAIRWAYS. THE CLEAR WIDTH AT AND BELOW THE HANDRAILS AT SPIRAL SECTION F915 CARBON MONOXIDE ALARMS SECTION R309 FIRE-RESISTANT CONSTRUCTION BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING PARALLEL TO THE DIRECTION OF TRAVEL ENTERING AND EXITING -HE THE TURN. THE WALKLINE SHALL STAIRWAYS SHALL BE NOT LESS THAN 26 INCHES (660 MM) AND THE WALKLINE RADIUS SHALL BE NOT In R302.5 DWELLING-GARAGE OPENING AND PENETRATION PRDTECTION. OPENINGS AND PENETRATIONS SURFACES OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE BE LOCATED 12 INCHES (305 MM) FROM THE INSIDE OF THE TURN. THE 12-INCH (305 MM) GREATER THAN 241/2 INCHES (622 MM). EACH TREAD SHALL HAVE A DEPTH OF NOT LESS THAN 915.1 GENERAL. NEW AND EXISTING RESIDENTIAL BUILDINGS AND . THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ADJACENT TO THE GLASS EXTERIOR. DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE 63/4 INCHES (171 MM) AT THE WALKLINE. TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NOT WALKING SURFACE. WHERE WINDERS ARE ADJACENT WITHIN A FLIC,HT, THE POINT OF THE WIDEST CLEAR COMMERCIAL BUILDINGS SHALL BE PROVIDED WITH CARBON MONOXIDEIT Ar ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. MORE THAN 91/2 INCHES (241 MM). HEADROOM SHALL BE NOT LESS THAN 6 FEET 6 INCHES DETECTION AND NOTIFICATION IN ACCORDANCE WITH THIS SECTION 915. R308.4.4 GLAZING IN GUARDS AND RAILING. GLAZING IN GUARDS AND RAILING, INCLUDING STRUCTURAL (1982 MM). R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A EXCEPTIONS: WALKING SURFACE SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF N E L S O N + P Or P E R311.7.10.2 BULKHEAD ENCLOSURE STAIRWAYS. STAIRWAYS SERVING BULKHEAD ENCLOSURES, NOT PART 1. CARBON MONOXIDE DETECTION AND NOTIFICATION SHALL NOT THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL OF THE REQUIRED BUILDING EGRESS, PROVIDING ACCESS FROM THE OUTSIDE GRADE LEVEL TO THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3 INCHES (35 M H IN THIS R308.4.5 GLAZING ANT WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. EXEMPT FROM THE REQUIREMENTS OF SECTIONS R311.3 AND R311.7 WHERE THE BE REQUIRED FOR ANY OF THE FOLLOWING: IN THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, engineers •architects •surveyors BASEMENT SHALL BE OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR HEIGHT FROM THE BASEMENT FINISHED FLOOR LEVEL TO GRADE ADJACENT TO THE STAIRWAY IS NOT 70 Maxess Road,Melville,NY 11747 OUTDOOR SWIMMING POOLS, WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES R311.7.5.1 RISERS. THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES (209 MM). THE RISER 1.1. BUILDINGS THAT ARE CLASSIFIED IN THEIR ENTIRETY AS A STORAGE MORE THAN 8 FEET (2438 MM) AND THE GRADE LEVEL OPENING TO THE STAIRWAY IS COVERED BY A 631.427.5665.nelsonpope.com (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST GROUP S OCCUPANCY BULKHEAD ENCLOSURE WITH HINGED DOORS OR OTHER APPROVED MEANS. OR A UTILITY AND MISCELLANEOUS GROUP U CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 OCCUPANCY AND THAT ARE OCCUPIED ONLY OCCASIONALLY FOR 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS GLAZING. INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM T-IE UNDERSIDE OF THE NOSING OF SECTION R312 GUARDS AND WINDOW FALL PROTECTION RETRIEVAL OF STORED MATERIAL, EQUIPMENT, OR PRODUCTS, OR FOR INTO THE GARAGE. THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. AT BUILDING OR EQUIPMENT MAINTENANCE, CONSULTANT EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO 1.2. OCCUPIABLE SPACE WHEN SUCH SPACE IS REGULARLY VENTED TO IN A STRAIGHT LINE FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER 102 MM R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM ( ) R312.1.4. THE EXTERIOR THROUGH THE NORMAL OPERATION OF THE SPACE (SUCH I R302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION P.302.11, ITEM 4. SPHERE. AS AUTOMOTIVE REPAIR GARAGES, WAREHOUSES WITH LOADING DOCK R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF EXCEPTIONS: R312.1.1 WHERE REQUIRED. GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED DOORS THAT ARE REGULARLY OPEN, ETC.), AND WHEN APPROVED BY THE GLAZING IS LESS THAN 36 INCHES (916 MM) ABOVE THE PLANE OF THE ADJACENT WALKING 1. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 THE FIRE CODE OFFICIAL, OR TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF SURFACE OF THE STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE 2. THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE CONSIDERED TO BE A HAZARDOUS LOCATION. INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE 1.3. BUILDINGS THAT SATISFY ALL OF THE FOLLOWING CONDITIONS: R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING A. THE BUILDING IS UNOCCUPIED; UNIT WALL. R311.7.5.2 TREADS. THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES (229 MM). THE TREAD CONSIDERED AS A GUARD. EXCEPTIONS: DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST B. EXTERIOR OPENINGS ARE BOARDED, LOCKED, BLOCKED, OR TABLE 13302.6 DWELLING-GARAGE SEPARATION 1. WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, OTHERWISE PROTECTED TO PREVENT ENTRY BY UNAUTHORIZED (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NCT EXCEED THE SMALLEST BY MORE PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS INDIVIDUALS; SEPARATION MATERIAL WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT THAN 3/8 INCH (9.5 MM). MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE C. ALL FUEL-BURNING APPLIANCES ARE DISABLED IN A MANNER THAT FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS 1 1/2 INCHES NOSINGS. MAKES THEM INCAPABLE OF PRODUCING CARBON MONOXIDE; AND BOARD OR EQUIVALENT APPLIED TO THE (38 MM). R311.7.5.2.1 WINDER TREADS. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 D. ALL ATTACHED MOTOR VEHICLE RELATED OCCUPANCIES ARE BOARDED, GARAGE SIDE 2. GLAZING 36 INCHES (914MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING INCHES (254 MM) MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF EXCEPTIONS: LOCKED, BLOCKED, OR OTHERWISE PROTECTED TO PREVENT ENTRY FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X SURFACE. ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL HAVE A TREAD 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT LESS THAN 34 INCHES BY MOTOR VEHICLES AND EQUIPMENT. / DEPTH OF NOT LESS THAN 6 INCHES 152 MM AT ANY POINT VIITHIN THE CLEAR WIDTH OF THE (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. GYPSUM BOARD OR EQUIVALENT ( ) 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO THE LANDING STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST. WINDER ,TREAD DEPTH AT.-THE WALKLINE SHALL 2. EXISTING BUILDINGS THAT ARE IN FULL COMPLIANCE WITH THE STRUCTURE(S) SUPPORTING FLOOR/CEILING NOT LESS THAN 1/2-INCH GYPSUM WHERE THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN A 60-INCH NOT EXCEED THE SMALLEST WINDER TREAD BY MORE OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES CARBON MONOXIDE DETECTION AND NOTIFICATION ASSEMBLIES USED FOR SEPARATION REQUIRED BY BOARD OR EQUIVALENT (1524 MM) HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE THAN 3/8 INCH (9.5 MM). CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED (965 MM) AS MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. REQUIREMENTS OF THE 2017 UNIFORM CODE SUPPLEMENT OR THIS SECTION CONSIDERED TO BE A HAZARDOUS LOCATION. (SEE FIGURE R308.4.7) WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN 3/8 AN EARLIER VERSION OF THE UNIFORM CODE SHALL BE R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING GARAGES LOCATED LESS THAN 3 FEE=T FROM A NOT LESS THAN 1/2-INCH GYPSUM INCH (9.5 MM) OF THE RECTANGULAR TREAD DEPTH. DEEMED TO BE IN FULL COMPLIANCE WITH SECTIONS 915.3 DWELLING UNIT ON THE SAME LOT EXCEPTIONS: SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) THROUGH 915.5.4 UNLESS OTHERWISE REQUIRED BY THE BOARD OR EQUIVALENT APPLIED TO THE 1. WHERE THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE EXCEPTION: THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION IN DIAMETER. RESIDENTIAL CODE OF NEW YORK STATE, BUILDING CODE OF INTERIOR SIDE OF EXTERIOR WITHIN PLANE OF GLASS IS MORE THAN 18 INCHES FROM THE GUARD. R311.710.1. NEW YORK STATE, FIRE CODE OF NEW YORK STATE, OR.THIS AREA EXCEPTIONS: EXISTING BUILDING CODE OF NEW YORK STATE. EXISTING KEY PLAN For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. SECTION R311 MEANS OF EGRESS 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND R311.7.5.3 NOSINGS. NOSINGS AT TREADS, LANDINGS AND FLOOR) OF STAIRWAYS SHALL HAVE A BUILDINGS THAT ARE NOT IN FULL COMPLIANCE WITH THE R302.9.1 FLAME SPREAD INDEX. WALL_ AND CEILING FINISH-S SHALL HAVE A FLAME SPREAD INDEX OF RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) CARBON MONOXIDE DETECTION REQUIREMENTS OF THE 2017 NOT GREATER THAN 200. R311.1 MEANS OF EGRESS. DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS IN IN DIAMETER. UNIFORM CODE SUPPLEMENT OR AN EARLIER VERSION OF THE ACCORDANCE WITH THIS SECTION. THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND GREATER THAN 1/2 INCH (12.7 MM). A NOSING PROJECTION NOl LESS THAN 3/4 INCH (19 MM) AND 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF UNIFORM CODE SHALL COMPLY WITH THE REQUIREMENTS OF EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING A SPHERE 4 3/8 INCHES (111 MM) IN DIAMETER. THIS SECTION. AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTON BY MORE THAN 3/8 INCH (9.5 FRAMES; OR TO MATERIALS THAT ARE LESS THAN 1/28INCH (0.91 MM) IN THICKNESS CEMENTED TO REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT MM) WITHIN A STAIRWAY. R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT OPENS TO A PUBLIC WAY. WITH THE REQUIREMENTS OF SECTION R317.4 SECTION R806 ROOF VENTILATION N GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 R311.1.1 LODGING HOUSE EVACUATION NOTICE. IN ADDITION TO, BUT NOT IN LIMITATION OF, ANY INCHES (279 MM). R312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE R806.1 VENTILATION REQUIRED. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES R302.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED OTHER REQUIREMENT OF THIS CODE, A FIRE SAFETY NOTICE SHALL BE AFFIXED TO THE OCCUPIED SIDE WITH SECTIONS R312.2.1 AND R312.2.2. FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF INDEX OF NOT GREATER THAN 450. OF THE ENTRANCE DOOR OF EACH SLEEPING UNIT OR DWELLING UNIT IN LODGING HOUSES R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. PLASTIC COMPOSITE EXTERIOR STAIR TREADS RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY NO. REVISIONS DATE CONSTRUCTED IN PURSUANT TO EXCEPTION 6 OF SECTION R101.2 OF THIS CODE. SUCH NOTICE SHALL SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION AND SECTION R507.2.2. R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. R302.9.3 TESTING. TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 OR UL 723. INDICATE ALL OF THE FOLLOWING. OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) _______ 1. LOCATION OF NEAREST EXISTS AND FIRE ALARMS. R311.7.6 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A R302.9.4 ALTERNATIVE TEST METHOD. AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT 2. PROCEDURES TO BE FOLLOWED WHEN A FIRE OR SMOKE DETECTOR GIVES WARNING OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: GREATER THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 WHERE TESTED IN 3. PROCEDURES TO BE FOLLOWED IN THE EVENT OF FIRE OR SMOKE DEVELOPMENT. THAN THE WIDTH OF THE FLIGHT SERVED. FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM) SHALL BE PROVIDED WITH ACCORDANCE WITH ASTM E 84 OR UL 723, WALL AND CEPJNG FINISHES SHALL BE PERMITTED TO BE RECTANGULAR, THE DEPTH AT THE WALK LINE AND THE TOTAL AFEA SHALL BE NOT LESS THAN THAT CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED _- . - _--__ TESTED IN ACCORDANCE WITH NFPA 286, MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 MEET THE FOLLOWING CRITERIA: UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS HAS A STRAIGHT RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF --- ------ -- ---_--- -------- THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: THAN 32 INCHES 813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH POSITION. - ( (914 MM). 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. 1. DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD TO THE CEILING. THE DOOR OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL BE NOT COMPLY WITH ASTM F2090. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND 2. THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE ON ANY WALL OR LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND CEILING. BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED THAT A EOOR DOES NOT SWING OVER THE COMPLY WITH SECTION R312.2.2. OTHER SIMILAR CREATURES. 3. FLASHOVER, AS DEFINED IN NFPA 286, SHALL NOT OCCUR. DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE STAIRS. 4. THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED 800 KW. USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATING AREA SHALL BE NO. ISSUED DATE 5. THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED 1,000 M2. R311.7.7 STAIRWAY WALKING SURFACE. THE WALKING SURFACE OF TREADS AND LANDINGS OF WITH ASTM F 2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE 1/150 OF THE AREA OF THE VENTED SPACE. R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR FLOOR ON STAIRWAYS SHALL BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR 01 ISSUED FOR CLIENT REVIEW 8/25/22 SECTION R303 LIGHT VENTILATION & HEATING EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS THAN THE (2-PERCENT SLOPE). OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. R303.7 INTERIOR STAIRWAY ILLUMINATION DOOR SERVED. EVERY LANDING SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE 02 ISSUED FOR PERMIT 9/2/22 R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE ------------------- --------- INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 SECTION R314 SMOKE ALARMS MET: LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE FIBERS. __-_ ____ LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED AT THE CENTER R311.7.8.1 HEIGHT. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE R314.1 GENERAL. SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72 AND SECTION 1.IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS -- OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE EXCEPTION: EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET (5.6 M2) AND ONLY ACCESSIBLE FROM R314. INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RSERS. A DOOR ARE PERMITTED TO HAVE A LANDING LESS THAN 36 INCHES (914 MM) MEASURED IN THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. HEAT DETECTION DIRECTION OF TRAVEL. AND NOT MORE THAN 38 INCHES (965 MM). SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539, AS APPROPRIATE FOR THE INTENDED APPLICATION. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE 2. NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE --------------- -- ------ EXCEPTION: EXCEPTIONS: REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR FINISHED FLOORS AT WITH UL 217 AND UL 2034. -------- _--------- PROVIDED. THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 1 1/2 INCHES (38 MM) LOWER THAN THE 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE TREAD. LOCATED NOT MORE THAN 3 FEET 914 MM BELOW THE RIDGE OR HIGHEST 2. OWNER - OCCUPIED ONE-FAMILY DWELLING NOT SUPPLIED WITH ELECTRICAL POWER IN TOP OF THE THRESHOLD. R314.2 WHERE REQUIRED. SMOKE ALARMS AND HEAT DETECTION SHALL BE PROVIDED IN ACCORDANCE ACCORDANCE WITH SECTION E3401.2.1 1. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION WITH THIS SECTION. POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED THESE PLANS ARE AN INSTRUMENT OF EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL BE NOT MORE THAN 8 1/4 INCHES BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE SERVICE AND ARE THE PROPERTY OF R303.8 EXTERIOR STAIRWAY ILLUMINATION 209 MM BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS ( ) . R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. HEAT CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE NELSON + POPE. UNAUTHORIZED PERMITTED TO EXCEED 38 INCHES MM EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICAL LIGHT SOURCE LOCATED AT THE TOP LANDING OR FLOOR. WHERE EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR ( ) DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. ALTERATIONS OR ADDITIONS TO THESE LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE ARE NOT AT GRADE, THEY SHALL BE PROVIDED WITH ACCESS TO GRADE BY MEANS OF A RAMP IN THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE DOCUMENTS ARE A VIOLATION OF R311.7.8.2 HANDRAIL PROJECTION. HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES (114 R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS UNDERGOING REPAIR, SHALL BE PERMITTED. OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE ACCORDANCE WITH SECTION R31 1.8 OR A STAIRWAY IN ACCORDANCE WITH SECTION R311.7. MM) ON EITHER SIDE OF THE STAIRWAY. ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE SECTION 7209 OF THE NEW YORK STATE BOTTOM LANDING OF THE STAIRWAY. ALARMS AS REQUIRED BY APPENDIX J. R806.3 VENT AND INSULATION CLEARANCE. WHERE EAVE OR CORNICE VENTS ARE EDUCATION LAW. INFRINGEMENTS WILL = R311.3.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE REQUIRED BE PRO UTED C) EXCEPTION: EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT MORE THAN 7 3/4 INCHES (196 EXCEPTIONS: INSTALLED, BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE _ 1. WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLIGHTS PROJECT INTO THE STAIRWAY R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT OUTDOOR TEMPERATURES FLOW OF AIR. NOT LESS THAN A 1-INCH (25 MM) SPACE SHALL BE PROVIDED SEAL 5 0 1. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE MM) BELOW THE TOP OF THE THRESHOLD. REDUCING THE CLEARANCE AT PASSING HANDRAILS, HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF CAN �pELq s C,S, WITH SECTION E3401.2.1 DWELLINGS. HEAT DETECTION SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH `c o� ��` � INCHES (165 MM) INTO THE STAIRWAY, PROVIDED THAT THE STAIF' WIDTH AND HANDRAIL CLEARANCE THE VENT. 9 EXCEPTION: A TOP LANDING IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS � f� ARE NOT REDUCED TO LESS THAN THAT REQUIRED. THE MANUFACTURER'S INSTRUCTIONS. � n L,J SECTION R308 GLAZING LOCATED ON THE EXTERIOR SIDE OF THE DOOR, PROVIDED THAT THE DOOR DOES NOT SWING OVER THE �- , I -1 a- toI R308.4 HAZARDOUS LOCATION�� STAIRWAY. R311.7.8.3 HANDRAIL CLEARANCE. HANDRAILS ADJACENT TO A WA_L SHALL HAVE A SPACE OF NOT EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER SECTION R807 ATTIC ACCESS * , * N THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE (P I SPECIFIC HAZARDOUS LOCATION FOR THE THE PURPOSE OF GLAZING. R311.3.3 STORM AND SCREEN DOORS. STORM AND SCREEN DOORS SHALL BE PERMITTED TO SWING LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. `a !�_ R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF y �- 11 OVER EXTERIOR STAIRS AND LANDINGS. 1. IN EACH SLEEPING ROOM. CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT � ��` �31986 O� - R311.7.8P CONTINUITY. HANDRAILS SHALL IS CONTINUOUS FOR -HE FULL LENGTH OF THE FLIGHT, 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. HAVE A VERTICAL HEIGHT OF 30 INCHES 762 MM OR GREATER OVER AN AREA OF N ESN� m R308.4.1 GLAZING IN DOORS. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT `0 A POINT DIRECTLY ABOVE THE ( ) BIFOLD DOORS SHALL BE CONSIDERED TO BE HAZARDOUS LOCATION. R311.4 VERTICAL EGRESS. EGRESS FROM HABITABLE LEVELS INCLUDING HABITABLE ATTICS AND LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE OF NOT LESS THAN 30 SQUARE FEET 2.8 M2 . THE VERTICAL HEIGHT SHALL BE 1-11 BASEMENTS NOT PROVIDED WITH AN EGRESS DOOR IN ACCORDANCE WITH SECTION R311.2 SHALL BE BY ( ) POSTS OR SAFETY TERMINALS. ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE � EXCEPTIONS: A RAMP IN ACCORDANCE WITH SECTION R311.8 OR A STAIRWAY IN ACCORDANCE WITH SECTION R311.7. DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER 76MM SPHERE IS UNABLE TO R311.5 CONSTRUCTION. OF THE ROOF FRAMING MEMBERS. v ( ) EXCEPTIONS: ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR OWNER rD PASS. 1. HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL z R311.5.1 ATTACHMENT. EXTERIOR LANDINGS, DECKS, BALCONIES, STAIRS AND SIMILAR FACILITIES SHALL THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 2. DECORATIVE GLAZING STORY BELOW THE UPPER LEVEL A FLIGHT WITH WINDERS, AT A LANDING, OR OVER THE LOWEST TREAD. . 150 DEER RUN LLC C/O DAVEY BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES INCHES (559 MM BY 762 MM) AND SHALL BE LOCATED IN A HALLWAY OR OTHER Cr R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OR SHALL BE DESIGNED TO BE SELF-SUPPORTING. ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE 2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914 MM) HORIZONTALLY LOCATION WITH READY ACCESS. WHERE LOCATED IN A WALL, THE OPENING SHALL- LAW PC `� ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. TREAD. FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH 559 MM WIDE BY 762 `J UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING R311.7.8.5 GRIP SIZE. REQUIRED HANDRAILS SHALL BE OF ONE DF THE FOLLOWING TYPES OR PROVIDE R314.3. MM HIGH). WHERE THE ACCESS IS LOCATED IN A CEILING, MINIMUM �, SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET (914 MM). EQUIVALENT GRASPABILITY. UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES (762 MM) PROJECT o R311.7 STAIRWAYS. R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF NEW SINGLE FAMILY % 1. WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN A CLOSED 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS F_ POSITION. IR311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL REQUIRED BY SECTION R314.3. WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. RESIDENCE c 2. WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESS THAN 4 INCHES (102 MM) AND NOT 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET (6096 MM) V) POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-SWINGING DOOR. HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2 INCHES (114 MM) ON EITHER SIDE OF THE GREATER THAN 61/4 INCHES (160 MM) AND A CROSS SECTION OF NOT MORE THAN 21/4 INCHES (57 HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. � STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING CUTCHOGUE, NY 11935 cn 2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED 560 WAGON WHEEL MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). C) 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A EXCEPTIONS: TREADS AND LANDINGS, SHALL BE NOT LESS THAN 31 1/2 INCHES (787 MM) WHERE A HANDRAIL IS LESS THAN 10 FEET (3048 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING 1. DECORATIVE GLAZING INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. APPLIANCE. � 2. WHERE THERE IS AND INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFI_E. THE FINGER RECESS SHALL BEGIN 3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET (1828 MM) Li WITHIN 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TAL_EST PORTION OF THE PROFILE AND THE GLAZING. EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR HAVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST DRAWING TITLE D_ LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3 R311.7.2 HEADROOM. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH = 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 1 1 4 WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE ALARM DEVICES GENERAL NOTES ) FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. / R308.4.3 GLAZING IN WINDOWS. GLAZING IN AND INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE 5 ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: EXCEPTIONS: LESS THAN 0.01 INCH (0.25 MM). ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE o 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET (0.836M2), 1. WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS cn 2. THE BOTTOM EDGE OF THE GLAZING IS MORE THAN 18 INCHES (457 MM) ABOVE THE FLOOR, FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL BE ALLOWED R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. PLASTIC CCMPOSITE EXTERIOR HANDRAILS SHALL SOUND UPON ACTIVATION OF ONE ALARM. o 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914MM) ABOVE THE FLOOR; AND TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM NOT MORE THAN 43/4 INCHES (121 COMPLY WITH THE REQUIREMENTS OF SECTION R507.2.2. DRAWN BY: PV CHECKED BY: RM s 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY MM). C-' AND IN A STRAIGHT LINE, OF THE GLAZING. 2. THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.9 ILLUMINATION. STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH EXCEPTION: SMOKE ALARMS AND ALARMS INSTALLED TO SATISFY SECTION R314.4.1 SHALL NOT BE DATE: 8/9/22 SCALE: AS NOTED i SECTION R303.7. REQUIRED TO BE INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS PROJECT#: N22X085 `? EXCEPTIONS: R311.7.3 VERTICAL RISE. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 ARE NOT INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM OR ALARM IS NOT CAPABLE OF BEING �� 1. DECORATIVE GLAZING R311.7.10 SPECIAL STAIRWAYS. SPIRAL STAIRWAYS AND BULKHEAD ENCLOSURE STAIRWAYS SHALL INTERCONNECTED TO THE EXISTING SMOKE ALARMS. TAX MAP#: 1000108000300009004 - INCHES (3835 MM) BETWEEN FLOOR LEVELS OR LANDINGS. 00 COMPLY WITH THE REQUIREMENTS OF SECTION R311.7 EXCEPT AS SPECIFIED IN SECTIONS R311.7.10.1 N 2. WHERE A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDES) OF THE GLAZING 34 TO 38 AND R31 1.7.10.2. R314.4.1 HEAT DETECTION INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR SHEET NO. " INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. ALARMS AND SMOKE ALARMS THAT ARE ' WITHSTANDING A HORIZONTAL_ LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT INSTALLED FOR THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT LJ CONTACTING THE GLASS ASS AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS 1 1/2 INCHES (38 I I IWILL PROVIDE OCCUPANT NOTIFICATION. G -001 0 .. mm). a LJ SECTION R1006 EXTERIOR AIR SUPPLY R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY AND CONCRETE TILE, METAL AREA TO BE VENTILATED VENTILATION RATES 2020 - 130 & 140 MPH HEADER CHART ROOF SHINGLES, MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD R1006.1 EXTERIOR AIR. FACTORY-BUILT OR MASONRY FIREPLACES COVERED IN THIS CHAPTER SHALL SHINGLES, WOOD SHAKES, METAL ROOF PANELS AND PHOTOVOLTAIC SHINGLES SHALL CONFORM TO THE BE EQUIPPED WITH AN EXTERIOR AIR SUPPLY TO ENSURE PROPER FUEL COMBUSTION UNLESS THE KITCHENS 100 CFM INTERMITTENT OR 25 CFM VT ie APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY ROOM IS MECHANICALLY VENTILATED AND CONTROLLED SO THAT THE INDOOR PRESSURE IS NEUTRAL OR CONTINUOUS HEADER IN LOAD BEARING WALLS WITH ASTM D226, D1970, D4869 AND D6757 SHALL BEAR A LABEL INDICATING COMPLIANCE TO THE POSITIVE. BATHROOMS - TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OP, 20 CFM CONTINUOUS o HEADER MINIMUM NUMBER NUMBER OF STANDARD DESIGNATION AND, IF APPLICABLE, TYPE CLASSIFICATION INDICATED IN TABLE R905.1.1(1). R1006.1.1 FACTORY-BUILT FIREPLACES. EXTERIOR COMBUSTION AIR DUCTS FOR FACTORY-BUILT SPAN FT. HEADER SIZE FULL-HEIGHT JACK + UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). UNDERLAYMENT SHALL BE FIREPLACES SHALL BE A LISTED COMPONENT OF THE FIREPLACE AND SHALL BE INSTALLED IN N ( ) STUDS STUDS N E L S O► N POP E ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3). ACCORDANCE WITH THE FIREPLACE MANUFACTURER'S INSTRUCTIONS. SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR 2 (2) 2x6 1 1 engineers •architects •surveyors EXCEPTIONS: 7o Maxess Road,Melville,NY 11747 R1006.1.2 MASONRY FIREPLACES. LISTED COMBUSTION AIR DUCTS FOR MASONRY FIREPLACES SHALL BE G2407.1 304.1 GENERAL. AIR FOR COMBUSTION, VENTILATION AND DILUTION OF FLUE GASES FOR 1. AS AN ALTERNATIVE, SELF-ADHERING POLYMER-MODIFIED BITUMEN UNDERLAYMENT COMPLYING ( � Z 3 (2) 2x6 2 1 631.427,5665• nelsonpope.com WITH ASTM D1970 INSTALLED IN ACCORDANCE WITH BOTH THE UNDERLAYMENT MANUFACTURER'S INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S APPLIANCES INSTALLED IN BUILDINGS SHALL BE PROVIDED BY APP_ICATION OF ONE OF THE METHODS AND ROOF COVERING MANUFACTURER'S INSTRUCTIONS FOR THE DECK MATERIAL, ROOF INSTRUCTIONS. PRESCRIBED IN SECTIONS G2407.5 THROUGH G2407.9. WHERE THE REQUIREMENTS OF SECTION U 4 (2) 2x8 2 1 G2407.5 ARE NOT MET, OUTDOOR AIR SHALL BE INTRODUCED IN ACCORDANCE WITH ONE OF THE VENTILATION CONFIGURATION ANC CLIMATE EXPOSURE FOR THE ROOF COVERING TO BE R1006.2 EXTERIOR AIR INTAKE. THE EXTERIOR AIR INTAKE SHALL BE CAPABLE OF SUPPLYING ALL METHODS PRESCRIBED IN SECTIONS G2407.6 THROUGH G2407.9. DIRECT-VENT APPLIANCES, GAS 2-1 5 (2) 2x10 3 2 CONSULTANT INSTALLED, SHALL BE PERMITTED COMBUSTION AIR FROM THE EXTERIOR OF THE DWELLING OR FROM SPACES WITHIN THE DWELLING APPLIANCES OF OTHER THAN NATURAL DRAFT DESIGN, VENTED GAS APPLIANCES NOT DESIGNATED AS LL 2. AS AN ALTERNATIVE, A MINIMUM 4-INCH-WIDE (102 IAM) STRIP OF SELF-ADHERING VENTILATED WITH OUTDOOR AIR SUCH AS NONMECHANICALLY VENTILATED CRAWL OR ATTIC SPACES. THE o CATEGORY I AND APPLIANCES EQUIPPED WITH POWER BURNERS, SHALL BE PROVIDED WITH o 6 (2) 2x12 3 2 POLYMER-MODIFIED BITUMEN MEMBRANE COMPLYING WITH ASTM D1970, INSTALLED IN EXTERIOR AIR INTAKE SHALL NOT BE LOCATED WITHIN THE GARAGE OR BASEMENT OF THE DWELLING. � COMBUSTION, VENTILATION AND DILUTION AIR IN ACCORDANCE WITH THE APPLIANCE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE DECK MATERIAL, THE EXTERIOR AIR INTAKE, FOR OTHER THAN LISTED FACTORY-BUILT FIREPLACES, SHALL NOT BE INSTRUCTIONS. 7 (2) 1 4" x 9 %" (1.55E LSL) 3 2 SHALL BE APPLIED OVER ALE- JOINTS IN THE ROOF DECKING. AN APPROVED UNDERLAYMENT FOR LOCATED AT AN ELEVATION HIGHER THAN THE FIREBOX. THE EXTERIOR AIR INTAKE SHALL BE COVERED THE APPLICABLE ROOF COVERING FOR MAXIMUM ULTIMATE DESIGN WIND SPEEDS, VULT, LESS WITH A CORROSION-RESISTANT SCREEN OF 1/4-INCH (6.4 MM) MESH. EXCEPTION: TYPE 1 CLOTHES DRYERS THAT ARE PROVIDED WITH I AKEUP AIR IN ACCORDANCE WITH 8 (2) 1 Y4" x 9 Y4" (1.55E LSL) 3 2 THAN 140 MILES PER HOUR SHALL BE APPLIED OVER THE ENTIRE ROOF OVER THE SECTION G2439.5. 4-INCH-WIDE (102 MM) MEMBRANE STRIPS. R1006.3 CLEARANCE. UNLISTED COMBUSTION AIR DUCTS SHALL BE INSTALLED WITH A MINIMUM 1-INCH 2 ( ) 3. AS AN ALTERNATIVE, TWO LAYER`. OF UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II OR 0 2 2x8 1 2 (25 MM) CLEARANCE TO COMBUSTIBLES FOR ALL PARTS OF THE DUCT WITHIN 5 FEET (1524 MM) OF G2407.2 (304.2) APPLIANCE LOCATION. APPLIANCES SHALL BE LGCATED SO AS NOT TO INTERFERE o ASTM D4869 TYPE III OR TYPE IV SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS IN THE DUCT OUTLET. WITH PROPER CIRCULATION OF COMBUSTION, VENTILATION AND DILUTION AIR. U_ 3 (2) 2x8 2 2 3.1-3.4: 3.1. APPLY A 19-INCH-WIDE (483 MM) STRIP OF UNDERLAYMENT PARALLEL WITH THE EAVE. R1006.4 PASSAGEWAY. THE COMBUSTION AIR PASSAGEWAY SHALL BE NOT LESS THAN 6 SQUARE G2407.3 (304.3) DRAFT HOOD/REGULATOR LOCATION. WHERE USED, A DRAFT HOOD OR A BAROMETRIC 4 (2) 2x10 2 2 STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) STRIPS OF UNDERLAYMENT FELT, INCHES (3870 MM2) AND NOT MORE THAN 55 SQUARE INCHES (0.035 M2), EXCEPT THAT COMBUSTION DRAFT REGULATOR SHALL BE INSTALLED IN THE SAME ROOM OR ENCLOSURE AS THE APPLIANCE Z OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM). END LAPS SHALL BE 4 INCHES AIR SYSTEMS FOR LISTED FIREPLACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FIREPLACE SERVED TO PREVENT ANY DIFFERENCE IN PRESSURE BETWEEN THE HOOD OR REGULATOR AND THE 5 (2) 2x12 3 3 (102 MM) AND SHALL BE OFFSET BY 6 FEET (1829 MM). MANUFACTURER'S INSTRUCTIONS. COMBUSTION AIR SUPPLY. 6 (2) 1 34 x 9 Ya" (1.55E LSL) 3 3 3.2. THE UNDERLAYMENT SHALL BE ATTACHED WITH CORROSION-RESISTANT FASTENERS IN A GRID PATTERN OF 12 INCHES (305 MM) BETWEEN SIDE LAPS WITH A 6-INCH (152 MM) SPACING R1006.5 OUTLET. THE EXTERIOR AIR OUTLET SHALL BE LOCATED IN THE BACK OR SIDE OF THE G2407.4 (304.4) MAKEUP AIR PROVISIONS. WHERE EXHAUST FANS, CLOTHES DRYERS AND KITCHEN 7 (2) 3 Y2" x 11 Y4" (1.55E LSL) 3 3 AT SIDE AND END LAPS. FIREBOX CHAMBER OR SHALL BE LOCATED OUTSIDE OF THE FIREBOX, AT THE LEVEL OF THE HEARTH VENTILATION SYSTEMS INTERFERE WITH THE OPERATION OF APPLIANCES, MAKEUP AIR SHALL BE o 3.3. UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A NOMINAL AND NOT GREATER THAN 24 INCHES (610 MM) FROM THE FIREBOX OPENING. THE OUTLET SHALL BE PROVIDED. g (2) 3 Y2" x 11 Ya" (1.55E LSL) 3 3 CAP DIAMETER OF NOT LESS THAN 1 INCH (25 MM). METAL CAPS SHALL HAVE A CLOSABLE AND DESIGNED TO PREVENT BURNING MATERIAL FROM DROPPING INTO CONCEALED G2407.5 (304.5) INDOOR COMBUSTION AIR. THE REQUIRED VOLUME OF INDOOR AIR SHALL BE THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER-DRIVEN METAL CAPS SHALL COMBUSTIBLE SPACES. DETERMINED IN ACCORDANCE WITH SECTION G2407.5.1 OR G2407.5.2, EXCEPT THAT WHERE THE AIR HAVE A THICKNESS OF NOT LESS THAN 0.010 INCH (0.25 MM). MINIMUM THICKNESS OF SECTION M1502 CLOTHES DRYER EXHAUST INFILTRATION RATE IS KNOWN TO BE LESS THAN 0.40 AIR CHANGES PER HOUR (ACH), SECTION THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 0.035 INCH (0.89 MM). G2407.5.2 SHALL BE USED. THE TOTAL REQUIRED VOLUME SHALL BE THE SUM OF THE REQUIRED 3.4. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH (2.11 MM) FOR RING SHANK M1502.1 GENERAL. CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE VOLUME CALCULATED FOR ALL APPLIANCES LOCATED WITHIN THE SPACE. ROOMS COMMUNICATING CAP NAILS AND 0.091 INCH (2.31 MM) FOR SMOOTH SHANK CAP NAILS. CAP NAIL SHANK MANUFACTURER'S INSTRUCTIONS. DIRECTLY WITH THE SPACE IN WHICH THE APPLIANCES ARE INSTALLED THROUGH OPENINGS NOT SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT FURNISHED WITH DOORS, AND THROUGH COMBUSTION AIR OPENINGS SIZED AND LOCATED IN LESS THAN 3/4 INCH (19 MM) INTO THE ROOF SHEATHING. M1502.2 INDEPENDENT EXHAUST SYSTEMS. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL ACCORDANCE WITH SECTION G2407.5.3, ARE CONSIDERED TO BE FART OF THE REQUIRED VOLUME. KEY PLAN R905.1.2 ICE BARRIERS. IIN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE OTHER SYSTEMS AND SHALL CONVEY THE MOISTURE TO THE OUTDOORS. G2407.5.1 (304.5.1) STANDARD METHOD. THE MINIMUM REQUIRED VOLUME SHALL BE 50 CUBIC FEET EAVES CAUSING A BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE EXCEPTION: THIS SECTION SHALL NOT APPLY TO LISTED AND LABELED CONDENSING (DUCTLESS) CLOTHES PER 1,000 BTU/H (4.8 M3/KW) OF THE APPLIANCE INPUT RATING, INSTALLED FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL-SURFACED ROLL ROOFING, SLATE DRYERS. AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THE ICE BARRIER SHALL CONSIST OF G2407.5.2 (304.5.2) KNOWN AIR-INFILTRATION-RATE METHOD. WHERE THE AIR INFILTRATION RATE OF A NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A SELF-ADHERING M1502.3 DUCT TERMINATION. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. STRUCTURE IS KNOWN, THE MINIMUM REQUIRED VOLUME SHALL BE DETERMINED AS FOLLOWS: POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S N EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSTALLATION INSTRUCTIONS. IF THE MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION FOR APPLIANCES OTHER THAN FAN-ASSISTED, CALCULATE VOLUME USING EQUATION 24-1. (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR LOCATION, THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET (914 MM) IN ANY DIRECTION GREATER THAN EIGHT UNITS VERTICAL IN 12 UNITS HORIZONTAL (67-PERCENT SLOPE), THE ICE FROM OPENINGS INTO BUILDINGS. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT G2407.5.3 (304.5.3) INDOOR OPENING SIZE AND LOCATION. OPENINGS USED TO CONNECT INDOOR BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES (914 MM) MEASURED ALONG THE ROOF DAMPER. SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. SPACES SHALL BE SIZED AND LOCATED IN ACCORDANCE WITH SECTIONS G2407.5.3.1 AND G2407.5.3.2 SLOPE FROM THE EAVE EDGE OF THE BUILDING. (SEE FIGURE G2407.5.3). NO. REVISIONS DATE M1502.3.1 EXHAUST TERMINATION OUTLET AND PASSAGEWAY SIZE. THE PASSAGEWAY OF DRYER EXHAUST EXCEPTION: DETACHED ACCESSORY STRUCTURES NOT CONTAINING CONDITIONED FLOOR AREA. DUCT TERMINALS SHALL BE UNDIMINISHED IN SIZE AND SHALL PROVIDE AN OPEN AREA OF NOT LESS G2407.5.3.1 (304.5.3.1) COMBINING SPACES ON THE SAME STORY, WHERE COMBINING SPACES ON THE THAN 12.5 SQUARE INCHES (8065 MM2). SAME STORY, EACH OPENING SHALL HAVE A MINIMUM FREE AREA OF 1 SQUARE INCH PER 1,000 R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE TESTED IN BTU/H (2,200 MM2/KW) OF THE TOTAL INPUT RATING OF ALL APPLIANCES IN THE SPACE, BUT NOT ACCORDANCE WITH ASTM D7158. ASPHALT SHINGLES SHALL_ MEET THE CLASSIFICATION REQUIREMENTS M1502.4 DRYER EXHAUST DUCTS. DRYER EXHAUST DUCTS SHALL CONFORM TO THE REQUIREMENTS OF LESS THAN 100 SQUARE INCHES (0.06 M2). ONE PERMANENT OPENING SHALL COMMENCE WITHIN 12 OF TABLE R905.2.4.1 FOR THE APPR&DRIATE ULTIMATE DESIGN WIND SPEED. ASPHALT SHINGLE SECTIONS M1502.4.1 THROUGH M1502.4.7. INCHES (305 MM) OF THE TOP AND ONE PERMANENT OPENING SHALL COMMENCE WITHIN 12 INCHES PACKAGING SHALL BEAR A LABEL TO INDICATE COMPLIANCE WITH ASTM D7158 AND THE REQUIRED (305 MM) OF THE BOTTOM OF THE ENCLOSURE. THE MINIMUM DNENSION OF AIR OPENINGS SHALL BE CLASSIFICATION IN TABLE R905.2.4.1. M1502.4.1 MATERIAL AND SIZE. EXHAUST DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND SHALL NOT LESS THAN 3 INCHES (76 MM). ----- ----------- --- EXCEPTION: ASPHALT SHINGLES NOT INCLUDED IN THE SCOFE OF ASTM D7158 SHALL BE TESTED AND BE CONSTRUCTED OF METAL NOT LESS THAN 0.0157 INCH (0.3950 MM) IN THICKNESS (NO. 28 GAGE). LABELED IN ACCORDANCE WITH ASTM D3161. ASPHALT SHINGLE PACKAGING SHALL BEAR A LABEL TO THE DUCT SHALL BE 4 INCHES (102 MM) NOMINAL IN DIAMETER. G2407.5.3.2 (304.5.3.2) COMBINING SPACES IN DIFFERENT STORIES. THE VOLUMES OF SPACES IN INDICATE COMPLIANCE WITH ASTM D3161 AND THE REQUIRED CLASSIFICATION IN TABLE R905.2.4.1. DIFFERENT STORIES SHALL BE CONSIDERED TO BE COMMUNICATING SPACES WHERE SUCH SPACES ARE M1502.4.2 DUCT INSTALLATION. EXHAUST DUCTS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED CONNECTED BY ONE OR MORE PERMANENT OPENINGS IN DOORS OR FLOORS HAVING A TOTAL MINIMUM 12 FEET (3658 MM) AND SHALL BE SECURED IN PLACE. THE INSERT END OF THE DUCT SHALL EXTEND FREE AREA OF 2 SQUARE INCHES PER 1,000 BTU/H (4402 MM2 jKW) OF TOTAL INPUT RATING OF ALL NO. ISSUED DATE SECTION R1004 FACTORY-BUILT FIREPLACES INTO THE ADJOINING DUCT OR FITTING IN THE DIRECTION OF AIRFLOW. EXHAUST DUCT JOINTS SHALL BE APPLIANCES. SEALED IN ACCORDANCE WITH SECTION M1601.4.1 AND SHALL BE MECHANICALLY FASTENED. DUCTS 01 ISSUED FOR CLIENT REVIEW 8/25/22 SHALL NOT BE JOINED WITH SCREWS OR SIMILAR FASTENERS THAT PROTRUDE MORE THAN 1/8 INCH G2407.6 (304.6) OUTDOOR COMBUSTION AIR. OUTDOOR COMBUSTION AIR SHALL BE PROVIDED R1004.1 GENERAL. FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE 02 ISSUED FOR PERMIT 9/2/22 INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. FACTORY-BUILT FIREPLACES SHALL (3.2 MM) INTO THE INSIDE OF THE DUCT. WHERE DRYER EXHAUST DUCTS ARE ENCLOSED IN WALL OR THROUGH OPENINGS) TO THE OUTDOORS IN ACCORDANCE WITH SECTION G2407.6.1 OR G2407.6.2. _. BE TESTED IN ACCORDANCE WITH UL 127. CEILING CAVITIES, SUCH CAVITIES SHALL ALLOW THE INSTALLATION OF THE DUCT WITHOUT DEFORMATION. THE MINIMUM DIMENSION OF AIR OPENINGS SHALL BE NOT LESS -HAN 3 INCHES (76 MM). R1004.2 HEARTH EXTENSIONS. HEARTH EXTENSIONS OF APPROVED FACTORY-BUILT FIREPLACES SHALL M1502.4.3 TRANSITION DUCT. TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUSTENGTH THAT IS LISTED AND LABELED IN ACCORDANCE WITH UL E G LE NGTH G2407.6.1 (304.6.1) TWO-PERMANENT-OPENINGS METHOD. TWO PERMANENT OPENINGS, ONE __ ____ _ _ BE INSTALLED IN ACCORDANCE WITH THE LISTING OF THE FIREPLACE. THE HEARTH EXTENSION SHALL DUCT SYSTEM SHALL BE A S COMMENCING WITHIN 12 INCHES (305 MM) OF THE TOP AND ONE COMMENCING WITHIN 12 INCHES BE READILY DISTINGUISHABLE FROM THE SURROUNDING FLOOR AREA. LISTED AND LABELED HEARTH 2158A. TRANSITION DUCTS SHALL BE NOT GREATER THAN 8 FEET (2438 MM) IN LENGTH. TRANSITION (305 MM) OF THE BOTTOM OF THE ENCLOSURE, SHALL BE PROVIDED. THE OPENINGS SHALL EXTENSIONS SHALL COMPLY WITH UL 1618. DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. COMMUNICATE DIRECTLY OR BY DUCTS WITH THE OUTDOORS OR SPACES THAT FREELY COMMUNICATE _ R1004.3 DECORATIVE SHROUDS. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION M1502.4.4 DRYER EXHAUST DUCT POWER VENTILATORS. DOMESTIC DRYER EXHAUST DUCT POWER WITH THE OUTDOORS. OF CHIMNEYS FOR FACTORY-BUILT FIREPLACES EXCEPT WHERE THE SHROUDS ARE LISTED AND VENTILATORS SHALL CONFORM TO UL 705 FOR USE IN DRYER EXHAUST DUCT SYSTEMS. THE DRYER WHERE DIRECTLY COMMUNICATING WITH THE OUTDOORS, OR WHERE COMMUNICATING WITH THE LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT FIREPLACE SYSTEM AND INSTALLED IN EXHAUST DUCT POWER VENTILATOR SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OUTDOORS THROUGH VERTICAL DUCTS, EACH OPENING SHALL HAVE A MINIMUM FREE AREA OF 1 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. INSTRUCTIONS. SQUARE INCH PER 4,000 BTU/H (550 MM2/KW) OF TOTAL INPUT RATING OF ALL APPLIANCES IN THE THESE PLANS ARE AN INSTRUMENT OF R1004.4 UNVENTED GAS LOG HEATERS. AN UNVENTED GAS LOG HEATER SHALL NOT BE INSTALLED IN A M1502.4.5 DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ENCLOSURE [SEE FIGURES G2407.6.1(1) AND G2407.6.1(2)]. SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED FACTORY-BUILT FIREPLACE UNLESS THE FIREPLACE SYSTEM HAS BEEN SPECIFICALLY TESTED, LISTED ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. WHERE COMMUNICATING WITH THE OUTDOORS THROUGH HORIZONTAL DUCTS, EACH OPENING SHALL ALTERATIONS OR ADDITIONS TO THESE AND LABELED FOR SUCH USE IN ACCORDANCE WITH UL 127. M1502.4.5.1 SPECIFIED LENGTH. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 HAVE A MINIMUM FREE AREA OF NOT LESS THAN 1. SQUARE:INCH P,Ef .2,000..BTU/H (1.100 MM2/KW) DOCUMENTS ARE A VIOLATION OF R1004.5 GASKETED FIREPLACE DOORS. A GASKETED FIREPLACE DOOR SHALL NOT BE INSTALLED ON A 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET OF TOTAL INPUT RATING OF ALL APPLIANCES IN THE ENCLOSURE [SEE FIGURE G2407.6.1(3)]. SECTION 7209 OF THE NEW YORK STATE FACTORY-BUILT FIREPLACE EXCEPT WHERE THE FIREPLACE SYSTEM HAS BEEN SPECIFICALLY TESTED, TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE EDUCATION LAW. INFRINGEMENTS WILL G2407.6.2 304.6.2 ONE-PERMANENT-OPENING METHOD. ONE PERMANENT OPENING, COMMENCING BE PROSECUTED LISTED AND LABELED FOR SUCH USE IN ACCORDANCE WITH UL 127. REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES ( ) NOT INCLUDE THE TRANSITION DUCT. WITHIN 12 INCHES (305 MM) OF THE TOP OF THE ENCLOSURE, SHALL BE PROVIDED. THE APPLIANCE D SECTION R1005 FACTORY-BUILT CHIMNEYS SHALL HAVE CLEARANCES OF NOT LESS THAN 1 INCH (25 MM) FROM THE SIDES AND BACK AND 6 SEAL \� REDgRC > M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS. THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT INCHES (152 MM) FROM THE FRONT OF THE APPLIANCE. THE OPENING SHALL DIRECTLY COMMUNICATE R1005.1 LISTING. FACTORY-BUILT CHIMNEYS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE BUILDING WITH THE OUTDOORS OR THROUGH A VERTICAL OR HORIZONTAL DUCT TO THE OUTDOORS, OR SPACES \GNPELq.Sci y�� w AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND THAT FREELY COMMUNICATE WITH THE OUTDOORS (SEE FIGURE G2407.6.2) AND SHALL HAVE A MINIMUM �� `s � ,9�y �� ,_ MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT FREE AREA OF 1 SQUARE INCH PER 3,000 BTU/H (734 MM2/Kff OF THE TOTAL INPUT RATING OF nr -� R1005.2 DECORATIVE SHROUDS. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. ALL APPLIANCES LOCATED IN THE ENCLOSURE AND NOT LESS THA\I THE SUM OF THE AREAS OF ALL OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE THE SHROUDS ARE LISTED AND LABELED FOR USE WITH SECTION M1507 MECHANICAL VENTILATION VENT CONNECTORS IN THE SPACE. i - THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND INSTALLED IN ACCORDANCE WITH THE N . ,�_a 00 MANUFACTURER'S INSTALLATION INSTRUCTIONS. M1505.1 GENERAL. WHERE LOCAL EXHAUST OR WHOLE-HOUSE MECHANICAL VENTILATION IS PROVIDED, SECTION P2903 WATER SUPPLY SYSTEM 9T 03,gg6 Q- THE EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. ��F -) N E��O I_ R1005.3 SOLID-FUEL APPLIANCES. FACTORY-BUILT CHIMNEYS INSTALLED IN DWELLING UNITS WITH ` SOLID-FUEL-BURNING APPLIANCES SHALL COMPLY WITH THE TYPE HT REQUIREMENTS OF UL 103 AND P2903.10 HOSE BIBB. HOSE BIBBS SUBJECT TO FREEZING, INCLUDING THE °FROSTPROOF" TYPE, ri M1505.2 RECIRCULATION OF AIR. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE SHALL BE EQUIPPED WITH AN ACCESSIBLE STOP-AND-WASTE-TYPE VALVE INSIDE THE BUILDING SO w SHALL BE MARKED "TYPE HT" AND "RESIDENTIAL TYPE AND BUILDING HEATING APPLIANCE CHIMNEY." RECIRCULATED WITHIN A RESIDENCE OR CIRCULATED TO ANOTHER DWELLING UNIT AND SHALL BE THAT THEY CAN BE CONTROLLED AND DRAINED DURING COLD PERODS. OWNER z EXCEPTION: CHIMNEYS FOR USE WITH OPEN COMBUSTION CHAMBER FIREPLACES SHALL COMPLY WITH EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS, TOILET ROOMS AND 150 DEER RUN LLC C/O DAVEY Q THE REQUIREMENTS OF UL 103 AND SHALL BE MARKED "RESIDENTIAL TYPE AND BUILDING HEATING KITCHENS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS INSIDE THE EXCEPTION: FROSTPROOF HOSE BIBBS INSTALLED SUCH THAT THE STEM EXTENDS THROUGH THE LAW PC w BUILDING. THIS SECTION SHALL NOT PROHIBIT THE INSTALLATION OF DUCTLESS RANGE HOODS IN BUILDING INSULATION INTO AN OPEN HEATED OR SEMICONDITIONED SPACE NEED NOT BE SEPARATELY w APPLIANCE CHIMNEY." ACCORDANCE WITH THE EXCEPTION TO SECTION M1503.3. VALVED (SEE FIGURE P2903.10). N 0 CHIMNEYS FOR USE WITH OPEN COMBUSTION CHAMBER APPLIANCES INSTALLED IN BUILDINGS OTHER M1505.3 EXHAUST EQUIPMENT. EXHAUST EQUIPMENT SERVING SINGLE DWELLING UNITS SHALL BE LISTED PROJECT o AND LABELED AS PROVIDING THE MINIMUM REQUIRED AIRFLOW IN ACCORDANCE WITH ANSI/AMCA THAN DWELLING UNITS SHALL COMPLY WITH THE REQUIREMENTS OF UL 103 AND SHALL BE MARKED i "BUILDING HEATING APPLIANCE CHIMNEY" OR "RESIDENTIAL TYPE AND BUILDING HEATING APPLIANCE 210-ANSI/ASHRAE 51. NEW SINGLE FAMILY W CHIMNEY." RESIDENCE w M1505.4 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM. WHOLE-HOUSE MECHANICAL VENTILATION R1005.4 FACTORY-BUILT FIREPLACES. CHIMNEYS FOR USE WITH FACTORY-BUILT FIREPLACES SHALL SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4. Lij COMPLY WITH THE REQUIREMENTS OF UL 127. 560 WAGON WHEEL M1505.4.1 SYSTEM DESIGN. THE WHOLE-HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR R1005.5 SUPPORT. WHERE FACTORY-BUILT CHIMNEYS ARE SUPPORTED BY STRUCTURAL MEMBERS, MORE SUPPLY OR EXHAUST FANS, OR A COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CUTCHOGUE, NY 11935 m SUCH AS JOISTS AND RAFTERS, THOSE .MEMBERS SHALL BE DESIGNED TO SUPPORT THE ADDITIONAL CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH A SYSTEM. LOAD. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED ; AS PROVIDING SUPPLY VENTILATION. DRAWING TITLE R1005.6 MEDIUM-HEAT APPLIANCES. FACTORY-BUILT CHIMNEYS FOR MEDIUM-HEAT APPLIANCES PRODUCING FLUE GASES HAVING A TEMPERATURE ABOVE 1,0007 (538°C), MEASURED AT THE ENTRANCE M1505.4.2 SYSTEM CONTROLS. THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE U TO THE CHIMNEY, SHALL COMPLY WITH UL 959. PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. GENERAL NOTES R1005.7 FACTORY-BUILT CHIMNEY OFFSETS. WHERE A FACTORY-BUILT CHIMNEY ASSEMBLY M1505.4.3 MECHANICAL VENTILATION RATE. THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM o INCORPORATES OFFSETS, NO PART OF THE CHIMNEY SHALL BE AT AN ANGLE OF MORE THAN 30 SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH TABLE I- DEGREES (0.52 RAD) FROM VERTICAL AT ANY POINT IN THE ASSEMBLY AND THE CHIMNEY ASSEMBLY M1505.4.3(1) OR EQUATION 15-1. o SHALL NOT INCLUDE MORE THAN FOUR ELBOWS. DRAWN BY: PV CHECKED BY: RIMEQUATION 15.1: VENTILATION RATE IN CUBIC FEET PER MINUTE=(0.01 X TOTAL SQUARE FOOR ARE OF HOUSE+ (7.5X(NUMBER OF BEDROOMS+1) i DATE: 8/9/22 SCALE: AS NOTED EXCEPTION: THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE PROJECT#: N22X085 INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 TAX MAP#: 1000108000300009004 00 PERCENT OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M1505.4.3(1) SHEET NO. CD IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M1505.4.3(2). f6dommik AWF& OW%, F-- M1505.4.4 LOCAL EXHAUST RATES. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE u' CAPACITY TO EXHAUST THE MINIMUM AIRFLOW RATE DETERMINED IN ACCORDANCE WITH TABLE UU2 Q:� M 1505.4.4. i 2020 NEW YORK STATE ENERGY CON!3ERVATION CONSTRUCTION CODE & NEW YORK STATE STRETCH CODE R402.2.10 SLAB-ON-GRADE FLOORS. N/A R403.3 DUCTS. TO COMPLY TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS R403.3.1 INSULATION INSTALLATION CRITERIA THROUGH R403.3.5. COMPONENT AIR BARRIER CRITERIA Imo%" RESIDENCE TO COMPLY WITH SECTIONS R401 THROUGH R404 OF THE NEW YORK STATE RESIDENTIAL CODE & R402.2.11 CRAWL SPACE WALLS. N/A ,off SECTION R402 OF THE NEW YORK STATE STRETCH CODE. R403.3.1 INSULATION (PRESCRIPTIVE). SEE MECH. A continuous air barrier shall be Air permeable insulation shall not be REQUIREMENT: PROVIDED: R402.2.12 MASONRY VENEER. N/A SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 installed in the building envelope. used as sealing material. E L S I V + E WHERE 3 INCHES (76 MM) IN DIAMETER AND GREATER AND R-6 WHERE LESS THAN 3 The exterior thermal envelope contains R401.3 CERTIFICATE (MANDATORY). CONTRACTOR TO PROVIDE CERTIFICATE a continuous air barrier. engineers •architects •surveyors ( � R402.2.13 SUNROOM INSULATION. INCHES (76 MM) N DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF General Requirements Breaks or joints in the air barrier shall 9 y A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILEER OR OTHER APPROVED PARTY BEFORE COMPLETION OF PROJECT. N/A THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES (76 MM be sealed. 70 Maxess Road,Melville,NY 11747 AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES (76 MM) IN 631.427.5665.nelsonpope.com AN APPROVED LOCATION INSIDE THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE SEE FOUNDATION PLAN ON A-101 FOR R402.3 FENESTRATION (PRESCRIPTIVE). N/A 4 SEALING (MANDATORY). CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, LOCATION. DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL INDICATE IN ADDITION TO THE REQUIREMENTS OF SECTION R402, FENESTRATION SHALL COMPLY WITH TO COMPLY THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILINGS, ROOFS, WALLS, SECTIONS R402.3.1 THROUGH R402.3.5. SHALL COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS AMENDED), THE The air barrier in any dropped The insulation in any dropped CONSULTANT FOUNDATION COMPONENTS SUCH AS SLABS, BASEMENT WALLS, CRAWL SPACE WALLS AND 2015 INTERNATIONAL RESIDENTIAL CODE (AS AMENDED), OR THE NEW YORK CITY ceiling/soffit shall be aligned with the ceiling/soffit shall be aligned with the FLOORS AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS OF FENESTRATION AND THE R402.4 AIR LEAKAGE (MANDATORY). TO COMPLY CONSTRUCTIONtS•-CODPS, AS APPLICABLE. EXCEPTIONS: insulation and any gaps in the air air barrier. SOLAR HEAT GAIN COEFFICIENT (SHGC) CF FENESTRATION, AND THE RESULTS FROM ANY THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN barrier shall be sealed. REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING PERFORMED ON THE ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5. 1. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED Ceiling/Attic Access openings, drop down stairs or BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE WITHOUT ADDITIONAL JOINT SEALS. knee wall doors to unconditioned attic SHALL INDICATE THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL INDICATE R402.4.1 BUILDING THERMAL ENVELOPE. TO COMPLY 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES spaces shall be sealed. THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE OR BASEBOARD ELECTRIC R402.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR OF WATER COLUMN (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL INDICATE "GAS-FIRED DIFFERENTIAL EXPANSION AND CONTRACTION. FOR CONTINUOUSLY WELDED JOINTS AND SEAMS, AND LOCKING-TYPE JOINTS AND UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS R402.4.1.1 INSTALLATION. TO COMPLY SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. APPROPRIATE. AN EFFICIENCY SHALL NOT BE INDICATED FOR GAS-FIRED UNVENTED ROOM THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS INDICATED IN TABLE R402.4.1.1 HEATERS, ELECTRIC FURNACES AND ELECTRIC BASEBOARD HEATERS. SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE R403.3.4 DUCT LEAKAGE (PRESCRIPTIVE). The junction of the foundation and sill Cavities within corners and headers of CRITERIA INDICATED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. plate shall be sealed. frame walls shall be insulated WHERE REQUIRED BY THE BUILDING OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL THE TOTAL LEAKAGE OF THE DUCTS, WHERE MEASURED IN ACCORDANCE WITH SECTION The junction of the top plate and the completely filling the cavity with a COMPONENTS AND VERIFY COMPLIANCE. R403.3.3, SHALL BE AS FOLLOWS: SEE MECH. top of the exterior walls shall be material having thermal resistance of 1. ROUGH-IN TES-: THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC sealed. R-5 per inch minimum. R402.4.1.2 TESTING. SEE AIR LEAKAGE DETAILS ON A-305. FEET PER MINUTE (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED Knee walls shall be sealed. Exterior thermal envelope insulation for R402.1 GENERAL (PRESCRIPTIVE). - framed walls shall be installed in ) FLOOR AREA WHERE THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST. Walls THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTIONS THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR CONTRACTOR TO ARRANGE FOR TESTING WHERE THE AIR HANDLER IS NOT INSTALLED AT THE TIME OF THE TEST, THE TOTAL substantial contact and continuous R402.1.1 THROUGH R402.1.5. LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. TESTING SHALL BE AFTER ALL PENETRATIONS TO THE THERMAL alignment with the air barrier. CONDUCTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 CUBIC FEET PER MINUTE (85 L/MIN) ENVELOPE HAVE BEEN MADE. PER 100 SQUARE FEET 9.29 M2 OF CONDITIONED FLOOR AREA. R402.1.1 VAPOR RETARDER CLASS 11 - KRAFT FACED FIBERGLASS PRESSURE OF 0.2 INCH W.G. (50 PASCALS). TESTING SHALL BE PERFORMED AT ANY ( ) WALL ASSEMBLIES IN THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH THE BATTS. INSTALLED PER TABLE R402.4.1.1 TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. VAPOR RETARDER REQUIREMENTS OF SECTION R702.7 OF -HE RESIDENTIAL CODE OF DURING TESTING: 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 NEW YORK STATE OR SECTION 1404.3 OF THE BUILDING CODE OF NEW YORK STATE, CUBIC FEET PER MINUTE (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF AS APPLICABLE. SEE SECTIONS ON A-30 A-303, 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, CONDITIONED FLOOR AREA. A-304, A-305 FOR LOCATIONS. BUT NOT SEALED, BEYOND THE INTENDED WEATHER-STRIPPING OR OTHER R403.3.5 BUILDING CAVITIES (MANDATORY). NO FRAMING CAVITIES HAVE BEEN USED FOR KEY PLAN The space between window/door jambs N/A INFILTRATION CONTROL MEASURES. DUCTS OR PLENUMS. R402.1.2 INSULATION AND FENESTRATION CRITERIA. 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. Windows, skylights, and doors and framing, and skylights and framing DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION shall be sealed. THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE R402.1.2, BASED CONTROL MEASURES. R403.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). SEE MECH. ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F 41°C OR Rim joists shall include the air barrier. Rim joists shall be insulated. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY ( ) Rim Joists CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS WALL FLOOR BASEMENT SLAB CRAWL VENTILATORS SHALL BE CLOSED AND SEALED. BELOW 55`F (13°C) SHALL BE INSULATED TO A MINIMUM OF R-3. N ZONE U-FACTOR U-FACTOR FENESTRATION R-V4LUE FRAMED WALL R-VALUE R-VALUE WALL R-VALUE SPACE 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL R403.4.1 PROTECTION OF PIPING INSULATION. The air barrier shall be installed at any Floor framing cavity insulation shall be BE TURNED OFF. exposed edge. installed to maintain permanent contact SHGC R-VALUE R-VALUE & DEPTH WALL N/A with the underside of subfloor decking, R-VALUE 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, or floor framing cavity insulation shall BE FULLY OPEN. INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND be permitted to be in contact with the NO. REVISIONS DATE REQUIRED 4 0.27 0.55 0.40 49 21 OR 13+5 15/20 30 15/19 10, 4FF. 15/19 WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN DEGRADATION OF -HE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED. top side of sheathing, or continuous PROVIDED 4 0.27 - 0.27 50 21 - 30 - - - APPROVED THIRD PARTY. insulation installed on the underside of TO COMPLY R403.5 SERVICE HOT WATER SYSTEMS. Floors (including above garage floor framing and extends from the NOTE: PROVIDED INFORMATION AS PER ANDERSON WINDOWS 400 SERIES TILT AND WASH DOUBLE HUNG WINDOW. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PREPARED AND SIGNED and cantilevered floors) bottom to the top of all perimeter floor framing. BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. THE ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER SYSTEMS SHALL BE IN 9 WRITTEN REPORT SHALL INCLUDE: ACCORDANCE WITH SECTIONS R403.5.1 THROUGH R403.5.4. R402.1.5 TOTAL UA ALTERNATIVE. SEE RESCHECK - 4.1% BETTER THAN CODE 1. THE NAME AND PLACE OF BUSINESS OF THE PARTY CONDUCTING THE TEST; R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS TO COMPLY 2. THE ADDRESS OF THE BUILDING WHICH WAS TESTED; (MANDATORY). WHERE THE TOTAL BUILDING THERMAL ENVELOPE UA, THE SUM OF U-FACTOR TIMES ASSEMBLY R-VALUE PRESCRIPTIVE METHOD FOLLOWED 3. THE CONDITIONED FLOOR AREA OF DWELLING, CALCULATED IN ACCORDANCE WITH AREA, IS LESS THAN OR EQUAL TO THE TOTAL UA RESULTING FROM MULTIPLYING THE ANSI Z65, EXCEPT THAT CONDITIONED FLOOR AREA SHALL INCLUDE AREAS WHERE HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION U-FACTORS IN TABLE R402.1.4 BY THE 'SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING, THE CEILING HEIGHT IS LESS THAN 5 FEET (1524 MM); R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN THE BUILDING SHALL BE CONSIDERED TO BE IN COMPLIANCE WITH TABLE R402.1.2. THE UA 4. MEASUREMENT OF THE AIR VOLUME LOST AT AN INTERNAL PRESSURIZATION OF 0.2 ACCORDANCE WITH SECTION R403.5.1.2. AUTOMATIC CONTROLS, TEMPERATURE SENSORS CALCULATION SHALL BE PERFORMED USING A METHOD CONSISTENT WITH THE ASHRAE INCHES W.G. (50 PASCALS); AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY ACCESSIBLE. Exposed earth in unvented crawl spaces N/A NO. ISSUED DATE HANDBOOK OF FUNDAMENTALS AND SHALT_ INCLUDE THE THERMAL BRIDGING EFFECTS OF shall be covered with a Class 1 vapor FRAMING MATERIALS. IN ADDITION TO UA COMPLIANCE, THE SHGC REQUIREMENTS SHALL BE MET. 5. THE DATE(S) OF THE TEST; R403.5.1.1 CIRCULATION SYSTEMS. retarder with overlapping joints taped. 01 ISSUED FOR CLIENT REVIEW 8/25/22 6. A CERTIFICATION BY THE PARTY CONDUCTING THE TEST OF THE ACCURACY OF THE Crawl space walls TEST RESULTS; AND HEATED WATER CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A CIRCULATION PUMP. 02 ISSUED FOR PERMIT 9/2/22 7. THE SIGNATURE OF THE PARTY CONDUCTING THE TEST. THE SYSTEM RETURN PIPE SHALL BE A DEDICATED RETURN PIPE OR A COLD WATER N/A ---- --- ----- SUPPLY PIPE. GRAVITY AND THERMO-SYPHON CIRCULATION SYSTEMS SHALL BE Duct shafts, utility penetrations, and N/A - -- PROHIBITED. CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS SHALL START flue shafts opening to exterior or R402.2.1 CEILING WITH ATTIC SPACES. THE PUMP BASED ON THE IDENTIFICATION OF A DEMAND FOR HOT WATER WITHIN THE Shafts, penetrations unconditioned space shall be sealed. WHERE SECTION R402.1.2 REQUIRES R-38 INSULATION IN THE CEILING, INSTALLING R-30 OVER COMPLIES OCCUPANCY. THE CONTROLS SHALL AUTOMATICALLY TURN OFF THE PUMP WHEN THE 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT WATER IN THE CIRCULATION LOOP IS AT THE DESIRED TEMPERATURE AND WHEN FOR R-38 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 INSULATION EXTENDS OVER R402.4.2 FIREPLACES. COMPLIES THERE IS NO 'DEMAND FOR HOT' WATER. ' THE WALL TOP PLATE AT THE EAVES. WHERE SECTION R402.1.2 REQUIRES R-49 INSULATION IN NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS, AND Batts in narrow cavities shall be cut to THE CEILING, INSTALLING R-38 OVER 100 PERCENT OF THE CEILING AREA REQUIRING OUTDOOR COMBUSTION AIR. WHERE USING TIGHT-FITTING DOORS ON FACTORY-BUILT R403.5.2 DEMAND RECIRCULATION SYSTEMS fit, or narrow cavities shall be filled INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER THE FULL FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 127, THE DOORS SHALL BE TESTED N/A with insulation that on installation HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE AND LISTED FOR THE FIREPLACE. A WATER DISTRIBUTION SYSTEM HAVING ONE OR MORE RECIRCULATION PUMPS THAT Narrow Cavities readily conforms to the available cavity THESE PLANS ARE AN INSTRUMENT OF EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK TO THE HEATED WATER N/A space. SERVICE AND ARE THE PROPERTY OF SECTION R402.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.5, SOURCE THROUGH A COLD WATER SUPPLY PIPE SHALL BE A DEMAND RECIRCULATION NELSON + POPE. UNAUTHORIZED R402.4.3 FENESTRATION AIR LEAKAGE. SEE AIR LEAKAGE DETAILS ON A-305 WATER SYSTEM. PUMPS SHALL HAVE CONTROLS THAT COMPLY WITH BOTH OF THE ALTERATIONS OR ADDITIONS TO THESE WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF AIR LEAKAGE FOR AN WINDOWS 400 FOLLOWING: SERIES TILT AND WASHD ERSON DOUBLE HUNG < DOCUMENTS ARE A VIOLATION OF � NOT GREATER THAN 0.3 CFM PER SQUARE FOOT (1.5 L/S/M2), AND FOR SWINGING DOORS, 0.2 CFM SECTION 7209 OF THE NEW YORK STATE � NOT GREATER THAN 0.5 CFM PER SQUARE FOOT 2.6 L S M2 , WHEN TESTED IN ACCORDANCE 1. THE CONTROL SHALL START THE PUMP UPON RECEIVING A SIGNAL FROM THE Air Sealing shall be provided between N/A o R402.2.2 CEILINGS WITHOUT ATTIC SPACES. ( / / ) the garage and conditioned spaces. EDUCATION LAW. INFRINGEMENTS WILL COMPLIES WITH NFRC 400 OR AAMA/WDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT ACTION OF A USER OF A FIXTURE OR APPLIANCE, SENSING THE PRESENCE OF A USER Garage separation BE PROSECUTED WHERE SECTION R402.1.2 REQUIRES INSULATION R-VALUES GREATER THAN R-30 IN THE OF A FIXTURE OR SENSING THE FLOW OF HOT OR TEMPERED WATER TO A FIXTURE LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. FITTING OR APPLIANCE. a CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT EXCEPTION: SITE-BUILT WINDOWS, SKYLIGHTS AND DOORS. 2. THE CONTROL SHALL LIMIT THE TEMPERATURE OF THE WATER C °F 40 ° SEAL >_ SPACE FOR THE REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION R-VALUE FOR )' ( Recessed light fixtures installed in the Recessed light fixtures installed in the BRED A M ENTERING THE COLD WATER PIPING TO 104. '� R SUCH ROOF/CEILING ASSEMBLIES SHALL 13E R-30. INSULATION SHALL EXTEND OVER THE TOP building thermal envelope shall be building thermal envelope shall be air �5 EL A. C'S' (Ni OF THE WALL PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. R403.5.3 HOT WATER PIPE INSULATION (PRESCRIPTIVE). SEE MECH. Recessed lighting C� �\G�P sc/ sealed to the drywall. tight and IC rated. lv, y THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION R402.1.2 SHALL BE py LIMITED TO 500 SQUARE FEET (46 M2) OR 20 PERCENT OF THE TOTAL INSULATED CEILING R402.4.4 ROOMS CONTAINING FUEL-BURNING APPLIANCES. INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RESISTANCE (R-VALUE) m AREA, WHICHEVER IS LESS. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE OF R-3 SHALL BE APPLIED TO THE FOLLOWING: Batt insulation shall be cut neatly to fit I *" APPROACH IN SECTION R402.1.4 AND TH1= TOTAL UA ALTERNATIV= IN SECTION R402.1.5. IN CLIMATE ZONES 3 THROUGH 8, WHERE OPEN COMBUSTION AIR DUCTS PROVIDE around wiring and plumbing in exterior (P _ Hai-.Q* o COMBUSTION AIR TO OPEN COMBUSTION FUEL BURNING APPLIANCES, THE APPLIANCES 1. PIPING 3/4 INCH (19.1 MM) AND LARGER IN NOMINAL DIAMETER. walls, or insulation that on installation A AND COMBUSTION AIR OPENING SHALL BE LOCATED OUTSIDE THE BUILDING THERMAL 2. PIPING SERVING MORE THAN ONE DWELLING UNIT. readily conforms to available space ��' 031986 0Q" ENVELOPE OR ENCLOSED IN A ROOM THAT IS ISOLATED FROM INSIDE THE THERMAL 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. Plumbing and wiring shall extend behind piping and wiring. �OF NE�� z ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE 4. PIPING FROM T-lE WATER HEATER TO A DISTRIBUTION MANIFOLD. o R402.2.3 EAVE BAFFLE. VENTILATION REQUIREMENTS OF TABLE R402.1.2, WHERE THE WALLS, FLOORS AND 5. PIPING LOCATED UNDER A FLOOR SLAB. o VENTILATION BAFFLES PROVIDED CEILINGS SHALL MEET NOT LESS THAN THE BASEMENT WALL R-VALUE REQUIREMENT. 6. BURIED IN PIPING. OWNER FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT THE DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND 7. SUPPLY AND R=TURN PIPING IN RECIRCULATION SYSTEMS. w TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN SEE DETAILS ON A-303. 150 DEER RUN LLC C/O DAVEY DUCTS IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION R403 THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. AIR DUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO AN .6 MECHANICAL VENTILATION MANDATOR TO COMPLY �) The air barrier installed at exterior walls Exterior walls adjacent to showers and LAW PC � THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID MATERIAL. R-VALUE OF NOT LESS THAN R-8. THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF adjacent to showers and tubs shall tubs shall be insulated CIL- THE 2020 NEW YORK STATE MECHANICAL CODE (AS AMENDED), THE 2020 NEW YORK Shower/tub on exterior wall separate them from the showers and rl-) EXCEPTIONS: tubs. PROJECT o R402.2.4 ACCESS HATCHETS AND DOORS. STATE RESIDENTIAL CODE (AS AMENDED), OR THE NEW YORK CITY CONSTRUCTIONS CODES, COMPLIES 1.DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED AS APPLICABLE, OP WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES NEW SINGLE FAMILY % ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CONTINUOUS TO THE OUTSIDE. Ln AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE CRAWL SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE 2.FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 AND SECTION R1006 OF VENTILATION SYSTEM IS NOT OPERATING. The air barrier shall be installed behind N/A RESIDENCE INSULATION ON THE SURROUNDING SURFACES. ACCESS THAT PREVENTS DAMAGING OR THE RESIDENTIAL CODE OF NEW YORK STATE. electrical or communication boxes or ,S COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE-FILL Electrical/phone box on exterior air-sealed boxes shall be installed. Q INSULATION IS INSTALLED, A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE R402.5 MAXIMUM FENESTRATION U-FACTOR AND SHGC (MANDATORY). SEE FLOOR PLANS FOR THERMOSTAT walls LJ 560 WAGON WHEEL `n INSTALLED TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING SPACE LOCATIONS. R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY). SEE HVAC SUPPLEMENT. � WHEN THE ATTIC ACCESS IS OPENED. THE_ BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING CUTCHOGUE, NY 11935 c� MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE-FILL INSULATION. TRADEOFFS FROM SECTION R402.1.5 OR R405 SHALL BE 0.48 IN CLIMATE ZONES 4 HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S HVAC register boots that penetrate N/A AND 5. BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER building thermal envelope shall be R403.1 CONTROLS (MANDATORY). SEE FLOOR PLANS FOR THERMOSTAT APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HVAC register boots sealed to the subfloor or drywall DRAWING TITLE LOCATIONS. HEATING AND COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE s R-30 BATT INSULATION IN FLOORS, NOT LESS THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE EQUIPMENT IS INSTALLED. R402.2.8 FLOORS. HEATING AND COOLING SYSTEM. INSTALLED AS PER TABLE R402.4.1.1 When required to be sealed, concealed N/A RES CHECK CODE NOTES i FLOOR FRAMING-CAVITY INSULATION SHALE_ BE INSTALLED TO MAINTAIN PERMANENT CONTACT R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT (MANDATORY). N/A fire sprinklers shall only be sealed in a WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. SEE A-301, A-302, A-303, A-304, A-305 R403.8 SYSTEMS SERVING MULTIPLE DWELLING UNITS (MANDATORY). N/A manner that is recommended by the o FOR ADDITIONAL INFO. HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE R403.9 SNOW MELT AND ICE SYSTEM CONTROLS (MANDATORY). N/A manufacturer. Caulking or other CONTROLS THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT adhesive sealants shall not be used to z R404.1 LIGHTING ECUIPMENT (MANDATORY). LIGHTING TO COMPLY o R402.2.9 EASEMENT WALLS. N/A OPERATION WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. Concealed sprinklers fill the voids between fire sprinkler DRAWN BY: PV CHECKED BY: RIMi NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES cover plates and walls or ceilings. _ WALLS ASSOCIATED WITH CONDITIONED BASEMENTS SHALL BE INSULATED FROM THE TOP OF BASEMENT IS OUTSIDE OF THERMAL R403.2 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACK. SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY THE BASEMENT WALL DOWN TO 10 FEET (3048 MM) BELOW GRADE OR TO THE BASEMENT ENVELOPE N/A INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. SEE GENERAL NOTE ON ELECTRICAL PLANS DATE: 8/9/22 SCALE: AS NOTED FLOOR, WHICHEVER IS LESS. WALLS ASSOCIATED WITH UNCONDITIONED BASEMENTS SHALL HOT WATER BOILERS THAT SUPPLY HEAT TO THE BUILDING THROUGH ONE- OR PROJECT#: N22XO85 5 COMPLY WITH THIS REQUIREMENT EXCEPT WHERE THE FLOOR OVERHEAD IS INSULATED IN TWO-PIPE HEATING SYSTEMS SHALL HAVE AN OUTDOOR SETBACK CONTROL THAT TAX MAP#: 1000108000300009004 � ACCORDANCE WITH SECTIONS R402.1.2 AND R402.2.8. LOWERS THE BOILER WATER TEMPERATURE BASED ON THE OUTDOOR TEMPERATURE. CYD 0 SHEET NO. N cn F- w O a. c_; 2020 IECC ANALYSIS - HERS R403.1 CONTROLS (MANDATORY). SEE FLOOR PLANS FOR THERMOSTAT R406.5 VERIFICATION BY APPROVED AGENCY. TO COMPLY TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION RESIDENCE TO COMPLY WITH SECTIONS R401 THROUGH R406 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND LOCATIONS. VERIFICATION OF COMPLIANCE WITH SECTION R406 SHALL BE COMPLETED BY AN COOLING SYSTEM. APPROVED THIRD PARTY. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA REQUIREMENT: PROVIDED: R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT (MANDATORY)..MANDATORY N/A R406.6 DOCUMENTATION. TO COMPLY A CONTINUOUS AIR BARRIER SHALL BE AIR PERMEABLE INSULATION SHALL NOT R401.3 CERTIFICATE (MANDATORY). CONTRACTOR TO PROVIDE CERTIFICATE INSTALLED IN THE BUILDING ENVELOPE. BE USED AS SEALING MATERIAL. T HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE THE EXTERIOR THERMAL ENVELOPE PARAMETERS A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN BEFORE COMPLETION OF PROJECT. CONTROLS THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION DOCUMENTATION THE SOFTWARE USED TO DETERMINE THE ERI AND THE GENERAL REQUIREMENTS CONTAINS A CONTINUOUS AIR BARRIER. E L SO► + O P` E PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A R406.6.1. FQR" THROUGH R4HE,R�SIDENTIAL BUILDING SHALL BE IN ACCORDANCE WITH . WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. SECTIONS 06.6.3. BREAKS OR JOINTS IN THE AIR BARRIER UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING. WHERE LOCATED ON AN SHALL BE SEALED. engineers •architects •surveyors ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE SEE FOUNDATION PLAN ON A-101 FOR R406.6.1 COMPLIANCE SOFTWARE TOOLS. TO COMPLY CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE LOCATION. R403.3.2 SEALING (MANDATORY). 70 Maxess Road,Melville,NY 11747 CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS TO COMPLY DOCUMENTATION VERIFYING THAT THE METHODS AND ACCURACY OF THE COMPLIANCE THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED 631.427.5665. nelsonpope.com ' SHALL COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS AMENDED), THE SOFTWARE TOOLS ONFORM TO THE PROVISIONS OF THIS SECTION SHALL BE PROVIDED CEILING/SOFFIT SHALL BE ALIGNED WITH CEILING/SOFFIT SHALL BE ALIGNED WITH CEILING/ROOF, WALLS, FOUNDATION (SLAE, BASEMENT WALL, CRAWLSPACE WALL AND FLOOR)AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR 2015 INTERNATIONAL RESIDENTIAL CODE (AS AMENDED), OR THE NEW YORK CITY TO THE CODE OFFICIAL. THE INSULATION AND ANY GAPS IN THE THE AIR BARRIER. AIR BARRIER SHALL BE SEALED. CONSTRUCTIONS CODES, AS APPLICABLE. EXCEPTIONS: CONSULTANT HEAT GAIN COEFFICIENT (SHGC) OFFENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE R406.6.2 COMPLIANCE REPORT. TO COMPLY CEILING/ATTIC ACCESS OPENINGS, DROP DOWN STAIRS 1. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED OR KNEE WALL DOORS TO THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE WITHOUT ADDITIONAL JOINT SEALS. COMPLIANCE SOFTWARE TOOLS SHALL GENERATE A REPORT THAT DOCUMENTS THAT UNCONDITIONED ATTIC SPACES SHALL BE VALUE COVERING THE LARGEST AREA. THE: CERTIFICATE SHALL LIST THE TYPES AND THE ERI OF THE RATED DESIGN COMPLIES WITH SECTIONS R406.3 AND R406.4. THE SEALED. EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A 2 FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING INFORMATION: . GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE OR BASEBOARD ELECTRIC HEATER IS THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS-FIRED UNVENTED ROOM OF WATER COLUMN (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED 1.ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING. SILL PLATE SHALL BE SEALED. OF FRAME WALLS SHALL BE INSULATED HEATER,""ELECTRIC FURNACE"OR "BASEBOARD ELECTRIC HEATER,"AS APPROPRIATE. AN FOR CONTINUOUSLY WELDED JOINTS AND SEAMS, AND LOCKING-TYPE JOINTS AND THE JUNCTION OF THE TOP PLATE AND COMPLETELY FILLING THE CAVITY WITH A EFFICIENCY SHALL NOT BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. 2.AN INSPECTION CHECKLIST DOCUMENTING THE BUILDING COMPONENT THE TOP OF THE EXTERIOR WALLS MATERIAL HAVING THERMAL RESISTANCE FURNACES OR ELECTRIC BASEBOARD HEATERS CHARACTERISTICS OF THE RATED DESIGN. THE INSPECTION CHECKLIST SHALL SHOW SHALL BE SEALED. OF R-3 PER INCH MINIMUM. R403.3.5 BUILDING CAVITIES (MANDATORY). NO FRAMING CAVITIES HAVE BEEN USED RESULTS FOR BOTH THE ERI REFERENCE DESIGN AND THE RATED DESIGN, AND SHALL WALLS KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE R402.4 AIR LEAKAGE (MANDATORY). TO COMPLY ( ) FOR DUCTS OR PLENUMS DOCUMENT ALL INPUTS ENTERED BY THE USER NECESSARY TO REPRODUCE THE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. RESULTS. AND CONTINUOUS ALIGNMENT WITH THE ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. R403.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). SEE MECH. 3.NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT. AIR BARRIER. R402.4.1 BUILDING THERMAL ENVELOPE. TO COMPLY DOOR 4.NAME AND VERSION OF THE COMPLIANCE SOFTWARE TOOL. THE SPACE BETWEEN WINDOW MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F (41'C) OR / THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2. BELOW 55°F (13°C) SHALL BE INSULATED TO A MINIMUM OF R-3. WINDOWS, SKYLIGHTS, AND DOORS JAMBS AND FRAMING, AND SKYLIGHTS THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXCEPTION: MULTIPLE ORIENTATIONS. WHERE AN OTHERWISE IDENTICAL BUILDING MODEL AND FRAMING SHALL BE SEALED. EXPANSION AND CONTRACTION. R403.4.1 PROTECTION OF PIPING INSULATION. IS OFFERED IN MLLTIPLE ORIENTATIONS, COMPLIANCE FOR ANY ORIENTATION SHALL BE N/A PERMITTED BY DOCUMENTING THAT THE BUILDING MEETS THE PERFORMANCE R402.4.1.1 INSTALLATION. TO COMPLY PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, REQUIREMENTS IN EACH OF THE FOUR (NORTH, EAST, SOUTH AND WEST) CARDINAL RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND WIND, ORIENTATIONS. RIM JOISTS BARRIER. AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE R406.6.3 ADDITIONAL DOCUMENTATION. TO COMPLY THE AIR BARRIER SHALL BE INSTALLED FLOOR FRAMING CAVITY INSULATION CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE NETHOD OF CONSTRUCTION. OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED. AT ANY EXPOSED EDGE. SHALL BE INSTALLED TO MAINTAIN WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS TO COMPLY THE CODE OFFICIA_ SHALL BE PERMITTED TO REQUIRE THE FOLLOWING DOCUMENTS: PERMANENT CONTACT WITH THE COMPONENTS AND VERIFY COMPLIANCE. UNDERSIDE OF SUBFLOOR DECKING, OR (MANDATORY). 1.D000MENTATION OF THE BUILDING COMPONENT CHARACTERISTICS OF THE ERI FLOOR FRAMING CAVITY INSULATION KEY PLAN R402.4.1.2 TESTING. SEE AIR LEAKAGE DETAILS ON A-305 REFERENCE DESIGN. SHALL BE PERMITTED TO BE IN CONTACT HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR CONTRACTOR TO ARRANGE FOR TESTING R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN WITH THE TOP SIDE OF SHEATHING, OR AFTER ALL PENETRATIONS TO THE 2.A CERTIFICATION SIGNED BY THE BUILDER PROVIDING THE BUILDING COMPONENT FLOORS (INCLUDING ABOVE GARAGE CONTINUOUS INSULATION INSTALLED ON LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. TESTING SHALL BE THERMAL ENVELOPE HAVE BEEN MADE. ACCORDANCE WITH SECTION R403.5.1.2. AUTOMATIC CONTROLS, TEMPERATURE SENSORS CONDUCTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY CHARACTERISTICS OF THE RATED DESIGN. AND CANTILEVERED FLOORS) THE UNDERSIDE OF FLOOR FRAMING AND PRESSURE OF 0.2 INCH W.G. (50 PASCALS). TESTING SHALL BE PERFORMED AT ANY TIME ACCESSIBLE. EXTENDS FROM THE BOTTOM TO THE AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. DURING 3.D000MENTATION OF THE ACTUAL VALUES USED IN THE SOFTWARE CALCULATIONS FOR TOP OF ALL PERIMETER FLOOR FRAMING. TESTING: R403.6 MECHANICAL VENTILATION (MANDATORY). TO COMPLY THE RATED DESIGN. EXPOSED EARTH IN UNVENTED CRAWL N/A N THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF R406.7 CALCULATION SOFTWARE TOOLS. TO COMPLY SPACES SHALL BE COVERED WITH A 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, THE 2015 INTERNATIONAL MECHANICAL CODE (AS AMENDED), THE 2015 INTERNATIONAL CRAWL SPACE WALLS CLASS 1 VAPOR RETARDER WITH BUT NOT SEALED, BEYOND THE INTENDED WEATHER-STRIPPING OR OTHER RESIDENTIAL CODE (AS AMENDED), OR THE NEW YORK CITY CONSTRUCTIONS CODES, AS CALCULATION SOFTWARE, WHERE USED, SHALL BE IN ACCORDANCE WITH SECTIONS OVERLAPPING JOINTS TAPED. INFILTRATION CONTROL MEASURES. APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES R406.7.1 THROUGH R406.7.3. 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS NO. REVISIONS DATE SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE R406.7.1 MINIMUM CAPABILITIES. TO COMPLY DUCT SHAFTS, UTILITY PENETRATIONS, VENTILATION SYSTEM IS NOT OPERATING. AND FLUE SHAFTS OPENING TO EXTERIOR MEASURES. SHAFTS, PENETRATIONS OR UNCONDITIONED SPACE SHALL BE 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN. CALCULATION PROCEDURES USED TO COMPLY WITH THIS SECTION SHALL BE SOFTWARE SEALED. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY TOOLS CAPABLE 0= CALCULATING THE ERI AS DESCRIBED IN SECTION R406.3, AND VENTILATORS SHALL BE CLOSED AND SEALED. R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY). SEE HVAC SUPPLEMENT. SHALL INCLUDE THE FOLLOWING CAPABILITIES: BATTS IN NARROW CAVITIES SHALL BE - 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S CUT TO FIT, OR NARROW CAVITIES SHALL TURNED OFF. BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER 1.COMPUTER GENERATION OF THE ERI REFERENCE DESIGN USING ONLY THE INPUT FOR NARROW CAVITIES BE FILLED WITH INSULATION THAT ON 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT THE RATED DESIGN. INSTALLATION READILY CONFORMS TO FULLY OPEN. HEATING AND COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THE AVAILABLE CAVITY SPACE. THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE THE CALCULATION PROCEDURE SHALL NOT ALLOW THE USER TO DIRECTLY MODIFY EQUIPMENT IS INSTALLED. THE BUILDING COMPONENT CHARACTERISTICS OF THE ERI REFERENCE DESIGN. AIR SEALING SHALL BE PROVIDED TO COMPLY WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN BETWEEN THE GARAGE AND CONDITIONED --- -- APPROVED THIRD PARTY. R403.8 SYSTEMS SERVING MULTIPLE DWELLING UNITS (MANDATORY). N/A 2.CALCULATION OF WHOLE BUILDING, AS A SINGLE ZONE, SIZING FOR THE HEATING GARAGE SEPARATION SPACES. R403.9 SNOW MELT AND ICE SYSTEM CONTROLS (MANDATORY). N/A AND COOLING EQU PMENT IN THE ERI REFERENCE DESIGN RESIDENCE IN ACCORDANCE NO. ISSUED DATE A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL EE PREPARED AND SIGNED BY WITH SECTION R403.7. RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. THE . J . . f . .. ' I RECESSED LIGHTING THE BUILDING THERMAL ENVELOPE SHALL THE BUILDING THERMAL ENVELOPE SHALL 01 ISSUED FOR CLIENT REVIEW 8/25/22 R404.1 LIGHTING EQUIPMENT (MANDATORY). LIGHTING TO COMPLY WRITTEN REPORT SHALL INCLUDE: 3.CALCULATIONS THAT ACCOUNT FOR THE EFFECTS OF INDOOR AND OUTDOOR BE SEALED TO THE DRYWALL. BE AIR TIGHT AND IC RATED. 02 ISSUED FOR PERMIT 9/2/22 1. THE NAME AND PLACE OF BUSINESS OF THE PARTY CONDUCTING THE TEST; NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES TEMPERATURES AND PART-LOAD RATIOS ON THE PERFORMANCE OF HEATING, 2. THE ADDRESS OF THE BUILDING WHICH WAS TESTED; SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY VENTILATING AND 4IR-CONDITIONING EQUIPMENT BASED ON CLIMATE AND EQUIPMENT BATT INSULATION SHALL BE CUT NEATLY 3. THE CONDITIONED FLOOR AREA OF DWELLING, CALCULATED IN ACCORDANCE WITH ANSI INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. SIZING. TO FIT AROUND WIRING AND PLUMBING Z65, EXCEPT THAT CONDITIONED FLOOR AREA SHALL INCLUDE AREAS WHERE THE PLUMBING AND WIRING IN EXTERIOR WALLS, OR INSULATION CEILING HEIGHT IS LESS THAN 5 FEET (1524 MM); R406.1 SCOPE. TO COMPLY 4.PRINTED CODE OFFICIAL INSPECTION CHECKLIST LISTING EACH OF THE RATED DESIGN THAT ON INSTALLATION READILY 4. MEASUREMENT OF THE AIR VOLUME LOST AT AN INTERNA_ PRESSURIZATION OF 0.2 COMPONENT CHAR.aCTERISTICS DETERMINED BY THE ANALYSIS TO PROVIDE CONFORMS TO AVAILABLE SPACE SHALL _ THIS SECTION ESTABLISHES CRITERIA FOR COMPLIANCE USING AN ENERGY RATING INDEX (ERI) COMPLIANCE, ALONG WITH THEIR RESPECTIVE PERFORMANCE RATINGS. EXTEND BEHIND PIPING AND WIRING. INCHES W.G. (50 PASCALS); ANALYSIS. 5. THE DATE(S) OF THE TEST; R406.2 MANDATORY REQUIREMENTS. TO COMPLY R406.7.2 SPECIFIC APPROVAL. TO COMPLY THE AIR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS 6. A CERTIFICATION BY THE PARTY CONDUCTING THE TEST OF THE ACCURACY OF THE PERFORMANCE ANAL"SIS TOOLS MEETING THE APPLICABLE SECTIONS OF SECTION R406 SHALL WALLS ADJACENT TO SHOWERS AND AND TUBS SHALL BE INSULATED TEST RESULTS; AND COMPLIANCE WITH THIS SECTION REQUIRES THAT THE PROVISIONS IDENTIFIED IN SECTIONS R401 BE APPROVED. TOOLS ARE PERMITTED TO BE APPROVED BASED ON MEETING A SPECIFIED SHOWER/TUB ON EXTERIOR WALL TUBS SHALL SEPARATE THEM FROM THE 7. THE SIGNATURE OF THE PARTY CONDUCTING THE TEST. THROUGH R404 LABELED AS "MANDATORY"AND SECTION R403.5.3 BE MET. THE BUILDING THRESHOLD FOR A JURISDICTION. THE CODE OFFICIAL SHALL APPROVE TOOLS FOR A SPECIFIED SHOWERS AND TUBS. THESE PLANS ARE AN INSTRUMENT OF THERMAL ENVELOPE SHALL BE GREATER THAN OR EQUAL TO LEVELS OF EFFICIENCY AND APPLICATION OR LIMITED SCOPE. R402.4.2 FIREPLACES. SOLAR HEAT GAIN COEFFICIENT IN TABLE 402.1.1 OR 402.1.3 OF THE 2009 INTERNATIONAL THE AIR BARRIER SHALL BE INSTALLED SERVICE AND ARE THE PROPERTY OF ENERGY CONSERVATION CODE. R406.7.3 INPUT VALUES. TO COMPLY ELECTRICAL/PHONE BOX ON BEHIND ELECTRICAL OR COMMUNICATION NELSON + POPE. UNAUTHORIZED N/A EXTERIOR WALLS BOXES OR AIR-SEALED BOXES SHALL BE ALTERATIONS OR ADDITIONS TO THESE WHEN CALCULATIONS REQUIRE INPUT VALUES NOT SPECIFIED BY SECTIONS R402, R403, R404 INSTALLED. DOCUMENTS ARE A VIOLATION OF R402.4.3 FENESTRATION AIR LEAKAGE. SEE AIR LEAKAGE DETAILS ON A-305 AIR EXCEPTION: SUPPLY AND RETURN DUCTS NOT COMPLETELY INSIDE THE BUILDING THERMAL AND R405, THOSE INPUT VALUES SHALL BE TAKEN FROM AN APPROVED SOURCE. SECTION 7209 OF THE NEW YORK STATE ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-6. HVAC REGISTER BOOTS THAT PENETRATE _ WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE ANAIR INFILTRATION RATE OF LEAKAGE FOR ANDERSON WINDOWS EDUCATION LAW. INFRINGEMENTS WILL c� BUILDING THERMAL ENVELOPE SHALL BE A-SERIES DOUBLE HUNG < 0.2 CFM HVAC REGISTER BOOTS BE PROSECUTED NO MORE THAN 0.3 CFM PER SQUARE FOOT (1.5 L/S/M2), AND SWINGING DOORS NO MORE SEALED TO THE SUBFLOOR OR DRYWALL G THAN 0.5 CFM PER SQUARE FOOT (2.6 L/S/M2), WHEN TESTED ACCORDING TO NFRC 400 OR R406.3 ENERGY RATING INDEX. TO COMPLY SEAL rr AAMA/WDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED WHEN REQUIRED TO BE SEALED, ED AND LABELED BY THE MANUFACTURER. THE ENERGY RATING INDEX (ERI) SHALL BE A NUMERICAL INTEGER VALUE THAT IS BASED ON CONCEALED FIRE SPRINKLERS SHALL �-(E.F A,4c A LINEAR SCALE CONSTRUCTED SUCH THAT THE ERI REFERENCE DESIGN HAS AN INDEX VALUE ONLY BE SEALED IN A MANNER THAT IS ON �PEl_A, OF 100 AND A RESIDENTIAL BUILDING THAT USES NO NET PURCHASED ENERGY HAS AN INDEX RECOMMENDED BY THE MANUFACTURER. ��� c�9 m R402.4.4 ROOMS CONTAINING FUEL-BORNING APPLIANCES. VALUE OF 0. EACH INTEGER VALUE ON THE SCALE SHALL REPRESENT A 1-PERCENT CHANGE CAULKING OR OTHER ADHESIVE SEALANTS IN THE TOTAL ENERGY USE OF THE RATED DESIGN RELATIVE TO THE TOTAL ENERGY USE OF CONCEALED SPRINKLERS SHALL NOT BE USED TO FILL THE VOIDS � A IN CLIMATE ZONES 3 THROUGH 8, WHERE OPEN COMBUSTION AIR DUCTS PROVIDE THE ERI REFERENCE DESIGN. THE ERI SHALL CONSIDER ALL ENERGY USED IN THE RESIDENTIAL BETWEEN FIRE SPRINKLER COVER PLATES 00 COMBUSTION AIR TO OPEN COMBUSTION FUEL BURNING APPLIANCES, THE APPLIANCES BUILDING. AND WALLS OR CEILINGS. AND COMBUSTION AIR OPENING SHALL BE LOCATED OUTSIDE THE BUILDING THERMAL y�� 031986 O��' ENVELOPE OR ENCLOSED IN A ROOM, ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE OF NENN R406.3.1 ERI REFERENCE DESIGN. TO COMPLY REQUIREMENTS OF TABLE R402.1.2, WHERE THE WALLS, FLOORS AND CEILINGS SHALLCD F MEET NOT LESS THAN THE BASEMENT WALL R-VALUE REQUIREMENT. THE DOOR INTO THE ERI REFERENCE DESIGN SHALL BE CONFIGURED SUCH THAT IT MEETS THE MINIMUM OWNER z THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE REQUIREMENTS OF THE 2006 INTERNATIONAL ENERGY CONSERVATION CODE PRESCRIPTIVE ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION AIR DUCT REQUIREMENTS. 15O DEER RUN LLC C/O DAVEY o SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM of R-8. LAW PC THE PROPOSED RESIDENTIAL BUILDING SHALL BE SHOWN TO HAVE AN ANNUAL TOTAL EXCEPTIONS: NORMALIZED MODIFIED LOAD LESS THAN OR EQUAL TO THE ANNUAL TOTAL LOADS OF THE ERI o 1.DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED REFERENCE DESIGN. PROJECT o CONTINUOUS TO THE OUTSIDE. R406.4 ERI-BASED COMPLIANCE. TO COMPLY NEW SINGLE FAMILY � 2.FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 AND SECTION R1006 OF THE INTERNATIONAL. RESIDENTIAL CODE RESIDENCE COMPLIANCE BASED ON AN ERI ANALYSIS REQUIRES THAT THE RATED DESIGN BE SHOWN TO HAVE AN ERI LESS THAN OR EQUAL TO THE APPROPRIATE VALUE LISTED IN R402.5 MAXIMUM FENESTRATION U-FACTOR AND SHGC (MANDATORY). TABLE R406.4 WHEN COMPARED TO THE ERI REFERENCE DESIGN. V; 560 WAGON WHEEL CD THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING MAX.COMPLY U-FACTOR = 0 CUTCHOGUE, NY 11935 m TRADEOFFS FROM SECTION R402.1.5 OR R405 SHALL BE 0.48 IN CLIMATE ZONES 4 MA .30 (IBC) TABLE R406.4 MAXIMUM ENERGY RATING INDEX AND 5. MAX. U-FACTOR = 0.27 (NY STRETCH) w CLIMATE ZONE ENERGY RATING INDEX o DRAWING TITLE 1 52 i 2 52 HERS CODE NOTES i 3 51 cn 4 54 0 5 55 0 6 54 U DRAWN BY: PV CHECKED BY: RM 7 53 c> 8 53 DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 � 0 TAX MAP #: 1000108000300009004 00 SHEET NO.G -004 N i U �I G n NELSON + POPE engineers•architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT ADJACENT PARCEL i _N 63040'40" E — _ _ _ — _ _CD — _ 323_97' o CY I KEY PLAN CO -- -- - - -- -I--- -- - - - - -- - - - -- - - - - -- - - - -- --}- - -- -- - - -- — 00 M \ O I I I 100 O I I N CM M 323'-9° C N N Q I I I w IV) T z 0 I N Q I•- I I I I F NO. REVISIONS DATE W ( REQUIRED FYS I S 2 W I QI I PROPOSED 2-STORY z I I RESIDENCE I I I Q W I I z6S I I I , • z.e I NO. ISSUED DATE LLO I I I I 01 ISSUED FOR CLIENT REVIEW 8/25/22 I I I °�.,° I 02 ISSUED FOR PERMIT 9/2/22 I I I I 144'-2" RYS ZONING ANALYSIS I I ti' I I 119'-11" I I I JURISDICTION: TOWN OF SOUTHOLD I FYS I I TAX MAP ID: SEC: 108.00 BLK: 3.00 LOT: 9.004 ZONE: R-80 PHYSICAL ADDRESS: 560 WAGON WHEEL LN CUTCHOGUE, NY 11935 THESE PLANS ARE AN INSTRUMENT OF I I SEC. ZONING ORDINANCE LIMIT REQUIRED PROPOSED COMPLIES (Y/N) SERVICE AND ARE THE PROPERTY OF = I I I I 280 ATT. 3 LOT AREA MIN. 80,000 S.F. 106,460 S.F. Y NELSON + POPE. UNAUTHORIZED I ALTERATIONS OR ADDITIONS TO THESE o 280 ATT. 3 LOT WIDTH MIN. 175' 328'-6" Y > DOCUMENTS ARE A VIOLATION OF 7 280 ATT. 3 LOT DEPTH MIN. 250' 323'-9" Y SECTION 7209 OF THE NEW YORK STATELLJ REQUIREDIRED RYS w 280 ATT. 3 FRONT YARD SETBACK MIN. 60' 119'-11" Y EDUCATION LAW. INFRINGEMENTS WILL ci_ 280 ATT. 3 SIDE YARD SETBACK MIN. 20' 100'-8" Y BE PROSECUTED m I I CDN I I w 280 ATT. 3 AGG. SIDE YARDS MIN. 45' 230'-5" Y SEAL �F ,ED00 q -C Rc O I I I I p 280 ATT. 3 REAR YARD SETBACK MIN. 75' 144'-2" Y ��5 �Pti La. N �c O I i i I EO 280 ATT. 3 LIVABLE FLOOR AREA MIN. 850 S.F. 5,285 S.F. Y �� ti "-y 0 280 BUILDING COVERAGE MAX. 20% TOTAL 3.5% =°Y �• N I- - - - - -- - - -I- - - - - - - - - -- - - --- ——— — — — ——— — — —— —— - - -- - - - - - - — � N PROPOSED DWELLING 16,000 S.F. 3,716 S.F. z I I X x-x-x-x—x—x— I �i o I 280 ATT. 3 BUILDING HEIGHT MAX. 35' 28'-1" Y 9j� 03�gg6 Q`� Q _x_x_x-x-x I 0 —x—x_x_x_ x-x-x-x-x-x—x—x_x_x Cr _ 280 ATT. 3 # OF STORIES MAX. 2.5 2 Y OF — —�— z S 63023'30" E X — — — — — — — — — 322.79' OWNER � rn I x "' j EXIST. CHAIN LINK I z � FENCE 150 DEER RUN LLC C/O DAVEY o LAW PC o � � CD ADJACENT PARCEL PROJECT o I \ Mq NEW SINGLE RES FAMILYCn RESIDENCE �NRoco w 560 WAGON WHEEL Cn o CUTCHOGUE, NY 11935 v - w PLOT PLAN -•• +• DRAWING TITLE 1 1/32"= 1'•0" c� PLOT PLAN &ZONING ANALYSIS i cn c� 0 z 0 DRAWN BY: PV CHECKED BY: RM DATE: 8/9/22 SCALE: AS NOTED Q PROJECT#: N22XO85 TAX MAP#: 1000108000300009004 Ln 0 SHEET NO. N A / c� w s0 9 � C3 CONSTRUCTION LEGEND Z NEW GYP. BD. WALL �i NEW CONCRETE FOUNDATION WALL NELSON + POPE -- engineers•architects•surveyors 70 Maxess Road,Melville,NY 11747 NEW DOOR 631.427.5665. nelsonpope.com CONSULTANT NEW WINDOW 2X6 INTERIOR WALL A-303 A-302 A-201 STRUCTURAL BEAM 60'-0" ® 6X6 SINGLE PIECE STRUCTURAL WOOD POST FIR #2 OR BETTER U.O.N. 14'-4" 18'-6" 11'-6" 3'-6" "8'-8 3'-6" lo, STRUCTURAL POST ABOVE 6'-7" 8'-4" 8'-4" 8'-41# e STRUCTURAL STEEL POST HSS 3-1/2x3-1/2X1/2 (2) 2X12 ACQ �- - (2) 2X12 ACQ _ (2) 2X12 ACQ (2) 2X12 ACQ - e7'- - 5'-4" 6'-4" _ Gp�� COL. P1 - (6) 2X4 io in Q *00 13-5 1/ " Gp COL. P2 - (5) 2X4 ' " I - �6 -10 - - --- - - Q KEY PLAN (3) 1-3/4"X14" LVL -- --_ADH3250_ _ADH32� ' - - - - COMBINATION SMOKE & CARBON MONOXIDEK - - - - -- - - -- --- - 4 8 -_(3)_1-3�4 X14" LVL j_--- ALARM WIRED TO HOUSE CURRENT WITH - BATTERY BACKUP. IN ACCORDANCE WITH NYS C) - RESIDENTIAL CODE R314 AND NFPA 72. I C')r U Q O CD `� NEW 150 GEM 3.0 SONES OR BETTER. N © EXHAUST FAN IN COMPLIANCE WITH NYS 1/2"0 ANCHOR BOLTS W/ 3"X3"X1/4" RESIDENTIAL CODE M1507.3 N PLATE WASHER @ 30" O.C. MAX W/ A MIN. 7" EMBEDMENT. AN ANCHOR BOLT IS TO BE (2) 2X12 ACQ (2) 2X12 ACQ F LOCATED BETWEEN 4"-12" FROM EVERY J,,- `�' r 7 CORNER PER R403.1.6 (TYP.) - _ GENERAL CONSTRUCTION NOTES NO. REVISIONS DATE N Z_ _ 6'-7° 6'-7" �? C) C3 < 00 1. SEE SHEET G-001 & G-002 FOR ADDITIONAL GENERAL NOTES. F M UNFINISHED BASEMENT o HANDRAIL @ 34"-38" 2 - =� H. PER R311.7.8 2. ALL NEW PLUMBING FIXTURES AND FINISHES TO BE CHOSEN BY OWNER. - io H - CDA-202 3. ALL NEW WINDOWS/EXTERIOR DOORS TO BE ANDERSEN A-SERIES OR PROVIDE 36" HIGH of AREA DRAIN wi APPROVED EQUAL UNLESS OTHERWISE NOTED. -- - --- ------ ----- -_ - HANDRAIL/GUARD RAIL W/ _ ______ _� �l BALUSTERS NOT TO ALLOW "i �* r? 4. REFER TO ELEVATIONS FOR ALL WINDOW GRILL CONFIGURATIONS. THE PASSAGE OF A 4"0 A�0 y 1 x -A SPHERE 1 5. 1ST FLOOR WINDOW SILL HEIGHT 2'-6" (TYP.) U.O.N. SEE A-201 & A-202 A-3o1 LO �> 3070 = 7'-7 / " A-3o1 26'-11 1/2" FOR HEAD HEIGHTS. " M J 58 -4 ��2 6. 2ND FLOOR WINDOW SILL HEIGHT 2'-8" (TYP.) U.O.N. SEE A-201 & A-202 NO. ISSUED DATE C C 1 " " 6`� Z 0 A0P FOR HEAD HEIGHTS. 01 ISSUED FOR CLIENT REVIEW 8/25/22 i 13'-9" 9'-3" 3-10 11 -8 10 -0 9 -10 /2y _ 00 1lo lo 7. SEE G-002 FOR HEADER SIZES U.O.N. 02 ISSUED FOR PERMIT 9/2/22 2 1-3 4"X_ _ �L1_3/4"X14"_LVL I _ W_14X30 _ - - -� _ _ W14X30 _ - --- - --- 4" L L _ + MECH RM 8. ALL FILL TO BE COMPACTED IN 12" LIFTS TO 95% STANDARD PROCTOR 2X10 ACQ DENSITY. 2470 CL o @ 16" O.C. ---------- - - UP 3070 j 9. ALL CONCRETE TO BE 4,000 PSI CONCRETE. 15 RISERS @ 8" (MAX.) J,- 3/4 HR FIRE ' M --- - --- X I x `D i 10. ALL COLUMNS TO BE 6X6 POSTS U.O.N.114 TREADS @ 11" (MIN.) RATED D00R'W/LL: SELF CLOSER I d J "i' ( 1 ; i =`ice �, 11. ALL STEEL COLUMNS TO BE HSS 3-1/2 X 3-1/2 X 1/2. F 00 °O 2 M Q X _ I �� IIJSTALL 5/8" TYPE X FIRE ' A`6� 12. ALL INTERIOR WALLS TO BE 2X4 FRAMING U.O.N. RATED GYP. BD. ON WALLS THESE PLANS ARE AN INSTRUMENT OF 0I aI i SERVICE AND ARE THE PROPERTY OF N o0 o r? N c� - - UNFINISHED BASEMENT 8-, CEILING FULL EXTE JT OF 13. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. Ln IvECHANICAL ROOM NELSON + POPE. ALTERATIONS OR ADDITIONS UNAUTHORIZED W14X TIONSTO THESE c cN' 1 � _ _34 _ ____ __ 3'-6" 14" TJI 360 - - SMOKE & CARBON MONOXIDE NOTES DOCUMENTS ARE A VIOLATION OF " I L _ _ - _ _J SECTION 7209 OF THE NEW YORK STATE @ 16 O.C. R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION EDUCATION LAW. INFRINGEMENTS WILL 9'-1" 15'-8" 16'-4" m i R314. BE PROSECUTED lo " N 0 �' N 4'-4 1/2 R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL SEAL 8 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN NC RC' �cNP A Sc,9 1/2"4 ANCHOR BOLTS W/ 3"X3"X1/4" 4 1/2" P.C. SLAB REINFORCED W/ � ® �q� ACCORDANCE WITH ILL 217 AND ILL 2034. y�j� � r qT R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING 0 1 PLATE WASHER @ 30" O.C. MAX W/ A MIN. 6X6 W2.9XW2.9 W.W.M. ON 6 MIL rn FO �1 i A-202 i' 7" EMBEDMENT. AN ANCHOR BOLT IS TO BE VAPOR BARRIER ON WELL COMPACTED �, LOCATIONS: r�: 1. IN EACH SLEEPING ROOM. GRAVEL TYP. 1---- 00 r.l LOCATED BETWEEN 4"-12" FROM EVERY (TYP.) 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE Nam.` CORNER PER R403.1.6 (TYP.) BEDROOMS. 03 g 4 c 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND �O HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE F NEON 1 HR FIRE RESISTIVE RATED ! -- - -- -- ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT v> PARTITION (UL DESIGN N0. U305) AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM o 'l -- CONSTRUCTED OF 2X4 STUDS WITH INSTALLED ON THE UPPER LEVEL HALL SUFFICE FOR THE ADJACENT LOWER OWNER I•, L -I -_._ _.� ___o ____ _____ _ _ __i _ -_ _ ._- __ . - 3-1/2" FIBERGLASS INSULATION & LEVEL PROVIDEDHTHAT THE LOWERS LEVELSISFLESS THAN ONEFULLSTORYE o 0 1 N - 1 I i -- -_ J ONE-LAYER 5/8" TYPE "X" GYP. r\"� BELOW THE UPPER LEVEL. 150 DEER RUN LLC C/O DAVEY Q `" o BD. BOTH SIDES 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914MM) LAW PC A-303 - ¢ 0 6" SLAB ON GRADE W/ WWM HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT - ---- - o - -- - 6X6XW2.1 XW2.1 I � CY CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT --- - -- a N ® ¢ - - - - - '10' PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. PROJECT 14'-4" r 1'-6" 8'-0" N 4'-8" 10'-6" 4'-8" N 10'-2" 7'-2" i X x� `�� R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO NEW SINGLE FAMILY N N BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION RESIDENCE w (2) 2X12 ACQ � v� (2) 2X12 ACQ I 9� R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT = THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE elf (2) 2X12 ACQ _ _ INDIVIDUAL DWELLING UNIT. 5 56O WAGON WHEEL PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE o 2• LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON CUTCHOGUE NY 11935 m 15'-0" 10'-3" 1'-8"01 " " '-1 5'-8"13'-8 1'-8 13 " `p� � ACTIVATION OF ONE ALARM. 61'-0" SECTION F915 CARBON MONOXIDE ALARMS DRAWING TITLE 9�0•. 915.1 GENERAL. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS ch- SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION FOUNDATION CONSTRUCTION PLAN i 915.2 FOR RESIDENTIAL BUILDINGS. A-302 A-2o1 2• 915.2 RESIDENTIAL BUILDINGS. cn 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE DRAWN BY: PV CHECKED BY: RM = F'OUNDATIOId CONSTRUCTION PLAN THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO DATE: 8/9/22 SCALE: AS NOTED Q ASSURE THAT NO SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET AWAY / 1 FROM A CARBON MONOXIDE ALARM s 114'_ �'-0' . PROJECT#: N22X085c� Cj 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY TAX MAP#: 1000108000300009004 GO THAT CONRTAINS A CARBON MONOXIDE SOURCE. SHEET NO. CD A` 0 1 cn w o U CONSTRUCTION LEGEND NEW GYP. BD. WALL - NEW CONCRETE FOUNDATION WALL NELSON + POPE - - - engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 C NEW DOOR 631.427.5665.nelsonpope.com CONSULTANT NEW WINDOW 2X6 INTERIOR WALL A-201 STRUCTURAL BEAM 60'-0" ® 6X6 SINGLE PIECE STRUCTURAL WOOD " " POST FIR #2 OR BETTER U.O.N. 10 3/4" � 13'-5 1/4" 6'-10 5-4 6-4 11 -6" 15 -8 z 1E1 STRUCTURAL POST ABOVE Q STRUCTURAL STEEL POST HSS 3-1/2x3-1/2X 1/2 ADH3050 ADH3050 ADH3050 2' -- ---- --- - - - - -- ! p�. COL. P1 - (6) 2X4 1 1CD � I � °O EATING AREA `D U Q A-303 A-302 Cl- r ) N o o ADH3040 ADH3040 ADH3040 Gp�' COL. P2 - (5) 2X4 2X6 CEILING JOISTS (2) 1-3/4"X 1-3/4 (2) 1-3/4"X ! ¢ 16" O.C. a SH: 3'-8" SH: 3'-8" SH_ 3'-8" Q� -_ COMBINATION SMOKE & CARBON MONOXIDE KEY PLAN - _ - (3) 1-3/4"X14" LVL --11- /8"_LVL.___ 11-7//88" LVL 11-7/8°_LVL _ 1- (2) 1-3/4"Xl1-7/8" LVL I ' ALARM WIRED TO HOUSE CURRENT WITH - - - - - - - --- ED -- BATTERY BACKUP. IN ACCORDANCE WITH NYS 00 - RESIDENTIAL CODE R314 AND NFPA 72. o o � 10'-6" LO 2'-8" 5'-0" 8'-0" ---- -- ----- NEW 150 CFM 3.0 SONES OR BETTER. J EXHAUST FAN IN COMPLIANCE WITH NYS 36"H. GUARD RAIL RESIDENTIAL CODE M1507.3 N o 0 MASONRY FIREPLACE z o RS MUST COMPLY W/ o I�°i - f SPACED TO PREVENT-' X I IRC CHAPTER 10 I C3 O - v COVERED PATIO o `�' o �' THE PASSAGE OF A iv N ® M CD `0 � ¢ n - - 4"0 SPHERE GENERAL CONSTRUCTION NOTES NO. REVISIONS DATE o ^'I I ® O Uo ---- - ---- - HANDRAIL @ 34"-38" 1. SEE SHEET G-001 & G-002 FOR ADDITIONAL GENERAL NOTES. I I _ H. PER R311.7.8 .� GREAT RM i' KITCHEN = ~ ao --_-__ 2. ALL NEW PLUMBING FIXTURES AND FINISHES TO BE CHOSEN BY OWNER. - ' O rj � ® 0iO r - N Q��� 3. ALL NEW WINDOWS/EXTERIOR DOORS TO BE ANDERSEN A-SERIES OR PROVIDE 36" HIGH I O - - APPROVED EQUAL UNLESS OTHERWISE NOTED. ---- HANDRAIL/GUARD RAIL W/ -- - __ cb (3) 1-3/4"X14" LVL - BALUSTERS NOT TO ALLOW O = @, �� 4. REFER TO ELEVATIONS FOR ALL WINDOW GRILL CONFIGURATIONS. - FWGD8080 I THE PASSAGE OF A 4"0 of 1 SPHERE t M 1 �,� 2 5. 1ST FLOOR WINDOW SILL HEIGHT 2'-6" (TYP.) U.O.N. SEE A-201 & A-202 A-301 N o W12X30 JQ �� FOR HEAD HEIGHTS. o ( - - $�- - - - rQ to -- - A-301 A-202 C4 M U Ov - 6. 2ND FLOOR WINDOW SILL HEIGHT 2'-8" (TYP.) U.O.N. SEE A-201 & A--202 NO. ISSUED DATE �, " „ " „ „ ADH245 _ 13'-10" ® 4- 8-4 11 -4 12 -4 $ -0 - FOR HEAD HEIGHTS.ol 01 ISSUED FOR CLIENT REVIEW 8/25/22 (2) 1-3/4"X (2) 1 3/4"X (2) 1-3/4"X 1 7. SEE G-002 FOR HEADER SIZES U.O.N. 02 ISSUED FOR PERMIT 9/2/22 11 � 11-7/8" LVL 11-7 " LVL 1 W12X30 11-7 8" LVL I POWDER I 1 HR FIRE RESISTIVE RATED PARTITION ------- ---- _ 7' 7 - RM ° (UL DESIGN N0. U305) CONSTRUCTED 8. ALL FILL TO BE COMPACTED IN 12" LIFTS TO 95% STANDARD PROCTOR /® ----- -- ----- --- 7'-0" OF 2X6 STUDS WITH 5-1/2" DENSITY. 1 N I w p FIBERGLASS INSULATION & ONE-LAYER - -- - --- o I DN P o� 5/8" TYPE "X" GYP. BD. BOTH SIDES 9. ALL CONCRETE TO BE 4,000 PSI CONCRETE. GUEST SUITE 2470 1 18 RISERS @ 8" (MAX.) POWDER > I o a A-202 ^ 1 2470 BUILT-IN MIL r- _ 235 sF(8%)=18.8 sF<21.1 sF (2): 2X10 17 TREADS @ 11" (MIN.) RM= i ol� 10. ALL COLUMNS TO BE 6X6 POSTS U.O.N. _[ 235 SF(4%)=9.4 SF<14.4 SF -- -� = N co \ --- --- ' � I oo x J n ro MUD RM qpLL'' COMPLIES W/ R303.1 _ I PANTRY J Y I ( _� 7�85 1 I � (-) I , 0 11. ALL STEEL COLUMNS TO BE HSS 3-1/2 X 3-1/2 X 1/2. CD a- 2670 0 -I o M _I 1` o ��`WWW o ` \ 12. ALL INTERIOR WALLS TO BE 2X4 FRAMING U.O.N. '� 1 N! ^o o I THESE PLANS ARE AN INSTRUMENT OF = 0 0 .� r7 / I ` 1 �> CD 14" TJI 360 N cV ^� I I 1+ 0 1 A-304 13. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. SERVICE AND ARE THE PROPERTY OF `�' N '' 2470 I -- -- -- - --- YI NELSON + POPE. UNAUTHORIZED @ 16' O.C. CL CL CL U >- o " _ BUILT-IN M WORK _ W12X35 _ _ (2) 1 3/4"X _ a ° % ALTERATIONS OR ADDITIONS TO THESE M LVL �, - - �, 11-7 8 LVL 3 1 3 4"X14'yLVL �I�* 3070 ��� y\ SMOKE & CARBON MONOXIDE NOTES DOCUMENTS ARE A VIOLATION OF o G� ,ti _ 3/4 HR FIRE �j¢„ q�h'.�BS SECTION 7209 OF THE NEW YORK STATE n' Q I o Q RATED DOOR W/ ` �1¢4 R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION EDUCATION LAW. INFRINGEMENTS WILL > `D " i ------- --- - ~ - �- SELF CLOSER / `�� y R314. BE PROSECUTED MO 80 I / � N Y Y �, 3 RISES @ (MAX.) ` �. R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL SEAL RED p>� `" ®/ o (2) 670 0 ®/ ® Q SERVING RM 2 TR; DS @ 11" (MIN.) . 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN �c,'CER '9/Q cD v co v a ` ACCORDANCE WITH UL 217 AND UL 2034. pELA. 'y v � o M o = o F� �GN S�� /� I >0 o STUDY _ _ = o� o �� 4' 4 1/2" ` `s t 9P Cn c� _ 1- o = �n r� �- _ "� y� _ R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING C1 5 BATH RM Z 1165 SF(%))=16 6 SF<141.4 SF r �, I �+ ►- z _ I - FOYER DINING RM ♦ LOCATIONS: •"'- o C L J CO = _ = o - I w � ►- T ( Q COMPLIES W/ R303.1 00 v ® I o o N �, N �I�- I �`V �0 ` 1. IN EACH SLEEPING ROOM. 1 -_ L„ YI Y C) /o cqR 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE U� 1 x r- c� J c-) J o y> C N cn alp N N q/t'gC BEDROOMS. F F o _ 8'-4" 5'-0" 7 13'-2" o 0 10'-10" o ° 16'-0" `J 7'-5' / \ F INSTALL 5/8" TYPE X FIRE 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ��. 031986 0 U, o o , / RATED GYP. BD. ON CEILING HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE OF N EW 1 I / ��'T FULL EXTENT OF GARAGE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT21 z ~I N '-I� I \ @ 16„�X,36 AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM ADH2450 ADH2450 ADH2450 `r ~ - I ° / \ 00 0 INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER OWNER in �� FWSLD- (2) 1-3/4"X FWSLD- �o --------- - `� \ / LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY o N N 1-1780 11-7/8" LVL 1-1780 N / BELOW THE UPPER LEVEL. 150 DEER RUN LLC C/O DAVEY 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914MM) LAW PC ---------*- ---------* ------------ ----- - ----- AdH2450 / ` ` `/�y / /� \ HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT _ A H3250 ADH3250 � I COVERED ENTRY I i ADH2450 ADH3250 ADH2450 �� �1g� / \ r CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT o N N \ PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. PROJECT i 1 ^ I I 2`0 \J2ky2 // ` /`3/�t� \ `V� R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO NEW SINGLE FAMILY vI vI 9� ,r A-303 ;•I, I Q ( �� OVA. 090 / / ` �•A BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION RESIDENCE L' �2) 1-3 4_X - I I - - �2�1-3/4 X ( R'yFq� / / \ R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT �- - " v THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE (� �3) 1-3 4 X0_ oO 77� - 9� 11 / / INDIVIDUAL DWELLING UNIT. HERE _ / PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED W C, 560 WAGON WHEEL / LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON m ----- - --- w Q -- -- CUTCHOGUE, NY 11935 - - n � `\(2 i ACTIVATION OF ONE ALARM. M N 2`0h SECTION F915 CARBON MONOXIDE ALARMS 8 10'-3" 1'-8" 13'-8" '-8" 13'-1" 5'-8" 0L 9090 ` DRAWING TITLE ,� „ "� „� " UP 2s��6„ F %Q ` // 915.1 GENERAL. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS 14-4 -6 Ci- 8-0 4-8 10'-6 4-8 10'-2" 7 -2 3 RISERS @ 8" (MAX.) 9' SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION FIRST FLOOR CONSTRUCTION PLAN i 2 TREADS @ 11" (MIN.) .0, 915.2 FOR RESIDENTIAL BUILDINGS. cn 61'-0" 3? 915.2 RESIDENTIAL BUILDINGS. 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY o mob" CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE DRAWN BY: PV CHECKED BY: RM 1 1 FIRST FLOOR CONSTRUCTION PLAN A-302 A-2o1 THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET AWAY DATE: 8/9/22 SCALE: AS NOTED Q FROM A CARBON MONOXIDE ALARM. PROJECT#: N22XO85 �/4•= r-o 0 *MEETS OR EXCEEDS CLEAR OPENING AREA OF 5.7 SO. 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY TAX MAP#: 1000108000300009004 THAT CONRTAINS A CARBON MONOXIDE SOURCE. C' FT. OR 0.53 M2, CLEAR OPENING WIDTH OF 20" (508)AND SHEET NO. CLEAR OPENING HEIGHT OF 24" (610)AS PER R310.2 FOR 1 1 CJ EMERGENCY RESCUE OPENINGS. A-3o4 Uj w A® 0 'Eh 2 _ CONSTRUCTION LEGEND NEW GYP. BD. WALL NEW CONCRETE FOUNDATION WALL N E L S O N + P O P E - - - engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 NEW DOOR 631.427.5665.nelsonpope.com CONSULTANT NEW WINDOW -Q 2X6 INTERIOR WALL STRUCTURAL BEAM ® 6X6 SINGLE PIECE STRUCTURAL WOOD 2 POST FIR #2 OR BETTER U.O.N. A-201 1:1 STRUCTURAL POST ABOVE , . _._.__ ® STRUCTURAL STEEL POST HSS 3-1 2x3-1 2X1/2 COL. P1 -G� 6 2X4 0 ( ) 1 1 A-303 A-sot ADH2O50 ADH3250* ADH2O50 Gp� COL. P2 - (5) 2X4 C29 C29 SH: S-0" SH: 3'-0" SH: S-0" Q SH: 15'- 0" SH: 5'-10" ADH2640 ADH2640 - --_ - _ -- COMBINATION SMOKE & CARBON MONOXIDE KEY PLAN (FIRST FL OR) El (FIR ET FLOOR) SH_:_4'-0" SH: 4'-_0" I ALARM WIRED TO HOUSE CURRENT WITH STRUCTURAL RIDGE BATTERY BACKUP. IN ACCORDANCE WITH NYS ABOVE SEE A-104 RESIDENTIAL CODE R314 AND NFPA 72. o NEW 150 CFM 3.0 SONES OR BETTER. EXHAUST j STRUCTURAL RIDGE RESDENTIALNCODE IN CM1501�N3CE WITH NYS N ABOVE SEE A-104 2X10 CEILING MASTER BED RM I JOISTS ® 16 O.C. %)=22.6 SF<28.2 SF T CD Y 282 SF(282 4%)=11.3 SF<16.0 SF MASTER COMPLIES W/ R303.1 GENERAL CONSTRUCTION NOTES NO � I i � r 'ol BATH RM �-0 M NO. REVISIONS DATE 7'-6" 3'-4" 7'-0" 8'-2" Cn = 1. SEE SHEET G-001 & G-002 FOR ADDITIONAL GENERAL NOTES. - o u cn PROVIDE DRYER VENT 2. ALL NEW PLUMBING FIXTURES AND FINISHES TO BE CHOSEN BY OWNER. 2X6 CEILING o 3. ALL NEW WINDOWS/EXTERIOR DOORS TO BE ANDERSEN A-SERIES OR JOISTS @ o APPROVED EQUAL UNLESS OTHERWISE NOTED. - ------- - 16" O.C. � __ -- -- -- CL 1 OPEN T¢ BELOW F 4. REFER TO ELEVATIONS FOR ALL WINDOW GRILL CONFIGURATIONS. - o i � I 1 o � dn I 1 2 5. 1ST FLOOR WINDOW SILL HEIGHT 2'-6" (TYP.) U.O.N. SEE A-201 & A-202 A-301 N _I LAUNDRY N PROVIDE 36' H 1 -- - A-301 A-202 FOR HEAD HEIGHTS. 13'-10" HANDRAIL GUARIIDHRAIL W (3) 11-7/8" LVL „ „•__ 7, 6. 2ND FLOOR WINDOW SILL HEIGHT 2'-8" (TYP.) U.O.N. SEE A-201 & A-202 NO. ISSUED DATE / / - STRUCTURAL RIDGE ,o BALUSTERS NOT TO ALLOW __ ______..___._____ _ ®/ ABOVE SEE A-104 FOR HEAD HEIGHTS. 2670 2670 01 ISSUED FOR CLIENT REVIEW 8/25/22 THE PASSAGE F A_4'0 _ __ _ _ _ _ _ _ _ _ / i o SPHERE �, 7. SEE G-002 FOR HEADER SIZES U.O.N. 02 ISSUED FOR PERMIT 9/2/22 W o^o o ----------- ---- --- -- - - ---- - -- N _ �� - 1 HERS o HIS o 8. ALL FILL TO BE COMPACTED IN 12" LIFTS TO 95% STANDARD PROCTOR PROVIDE DRIP PAN - - - - - 1 7--- - I---i-- --- -- - i \ % I ----------- - ----- �, / DENSITY. WASHING MACHINE j `D o O O r n , n f DN 10 -10 7-10 9. ALL CONCRETE TO BE 4,000 PSI CONCRETE. L-T (A-1.2 0 2470 ao I - -- L - ! -- - -- - - --- -- --------�(14 N /; 10. ALL COLUMNS TO BE 6X6 POSTS U.O.N. - - --------- --- - o . -I - �- I - z _ F z Ln op I -.. - - - ------- 00-- -- --- ------ ------- - ---------pp--- TF E3ATH RM 2X10 CEILING 11. ALL STEEL COLUMNS TO BE HSS 3-1/2 X 3-1/2 X 1/2. --- --- -- ----- o 2 I� -- - - --- - I r , n �� ^ 1 r n � r n 1 I r n a 3'-2_�� '-0" 5'-6" ! 18 -Q JOISTS ® 16 O.C. ! 11 -6 ! 7 -0 i 8 -8 3/4 _ y26S0 12. ALL INTERIOR WALLS TO BE 2X4 FRAMING U.O.N. _ nl >< is _j i< J i< c,�' o _ THESE PLANS ARE AN INSTRUMENT OF v J J i SERVICE AND ARE THE PROPERTY OF CL G ® �' j `� 6 13. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. 0 - r� �'�- I r� -- -- - -- - - -- -r - J� A-304 .. - -- - - - - - - - - - - - - -- - - -- - - - V �. 0 @ I I �+ I 2X10 CEILING I ,�0 8� ;` NELSON + POPE. UNAUTHORIZED 1 1 JOISTS @ 16" O.C. 1 -, ��o ® } 0° ` °` 90`y26 ALTERATIONS OR ADDITIONS TO THESE ry �� �o, ?�8 so " SMOKE & CARBON MONOXIDE NOTES DOCUMENTS ARE A VIOLATION OF w `� T v �o� �' / pOF/�/,yc SECTION 7209 OF THE NEW YORK STATE >_ r- o a J /6" R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION EDUCATION LAW. INFRINGEMENTS WILL `1) N N Q� R314. BE PROSECUTED v F ,v/ `�� R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL SEALS 12'-0" 2'-4" 3'-6" Ln 9'-4" 12'-6" 9\ 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN .�EREDq PULL DOWN TTIC py ACCORDANCE WITH UL 217 AND UL 2034. �5 RC ACCESS STAI S TO BE BATH RM , WEATHERSTRI PED & ' �' `� ®j ®j "� R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING �, fn z INSULATED T MEET % , LOCATIONS: R-49 MIN. 2470 'A3 BON 1. IN EACH SLEEPING ROOM. POCKET �-/ g� sF �s z BED RM BED RM �sF�4g9J.3s �tij 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE a 2X6 CEILING ! x / c0"'p��s'>>`sF�, �� 4 BEDROOMS. 174 SF(8%)=13.9 SF<21.1 SF 169 SF(8%)=13.5 SF<25.0 SF rn -- -- - COMPLIES w/ R303.1 JOISTS 169 sF(4%)=6.7 sF<n.1 SF "N / �iR3�s�s9sF ��' p 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND "9� 03jggg Q� 174 SF(4%)=7.0 SF<14.4 SF 16 O.C. CL COMPLIES w/ R303.1 �r, sF w HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE F� �(� z 2X10 CEILING 2670 CL BED RM 2X10 CEILING ��'® v ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT F NEB o JOISTS Ca? 16 O.C. JOISTS ® 16 O.C. v / AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM r " 1 > - 160 SF(8%)=12.8 SF<2 1 SF - `�' r INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER OWNERCD -6 8 -0' 2 -6 � 160 sF(a%)-s.a sF<1 Q SF i (2)2670 � pc�'' ,�� i - --- - COMPLIES W/ R30 .1 r� ho LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY 2�• �`° BELOW THE UPPER LEVEL. 150 DEER RUN LLC C/O DAVEY N o / " I I- 11 1 1 .: �\ o O� 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914MM) LAW PC - - - - -- - -- -' - T HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT * CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT H3250* ADH3250* ADH2450 ADH3250* AOH2450 r ,�j ho PLACEMENT OF A SMOKE i � OKE ALARM REQUIRED BY SECTION R314.3. PROJECT •- 1 CL `/���8� ' Q�� R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO NEW SINGLE FAMILY n A-sos 2670 BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION RESIDENCE oho R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT L 01 10-10" THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE r_ 6 0 6 0 Q INDIVIDUAL DWELLING UNIT. U PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE 560 WAGON WHEEL o ISO LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON m ----- ---------- - - ------ A�H2o5o- ADA325o*-A�H2o50---- ------ -__ --- -- ----- - -- ----- ---------_------ - s CUTCHOGUE, NY 11935 ACTIVATION OF ONE ALARM. - STRUCTURAL RIDGE , 1 1 ABOVE SEE A-104 s0 , o SECTION F915 CARBON MONOXIDE ALARMS DRAWING TITLE A-302 A-201 i � 915.1 GENERAL. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS ' SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION Q 915.2 FOR RESIDENTIAL BUILDINGS. SECOND FLOOR CONSTRUCTION PLAN N 915.2 RESIDENTIAL BUILDINGS. z 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE DRAWN BY: PV CHECKED BY: RM v THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO SECOND FLOOR CONSTRUCTION PLAN ASSURE THAT NO SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET AWAY DATE: 8/9/22 SCALE: AS NOTED i 1/4•= i•o FROM A CARBON MONOXIDE ALARM. PROJECT#: N22XO85C, s 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY TAX MAP#: 1000108000300009004 00 71 *MEETS OR EXCEEDS CLEAR OPENING AREA OF 5.7 SO. THAT CONRTAINS A CARBON MONOXIDE SOURCE. CNJ SHEET NO. o FT. OR 0.53 M2,CLEAR OPENING WIDTH OF 20" (508)AND CLEAR OPENING HEIGHT DF 24"(610)AS PER R310.2 FOR A-304 u' EMERGENCY RESCUE OPENINGS. w - o 1 03 Elf r� tD E. NELSON + P' OP' E engineers•architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665. nelsonpope.com CONSULTANT 2X8 RAFTERS 2X8 RAFTERS ;i 2X8 RAFTERS ® 16" O.C. ® 16" O.C. (if ® 16" O.C. VAULTED CEILING 12:12 0 12.12 EXTENTS PIS TCH N' PITCH I o o I 0 o II I � ------- - " ---- -- N-- --- - - -N - KEY PLAN C14 C4 ^ -- -- - --- - - -- - 2X8 RAFTERS , 2X8 RAFTERS { 2X8 RAFTERS 2X8 RAFTERS � i i, 1� 2:12 12:12I ® 16" O.C. ® 16" O.C. I i-- 12:12 12:12 ® 16" O.C. Q 16" O.C. PITCH W PITCH I i 7:12 7:12 PITC � I 7:12 7:12 ``' of '� PITCH PITC( H PITCH o PITCH �- �I EE �� PITCH I PITCH G, oI a J li 079 xl "� r `�, ol00 VAULTED CEILING N l� C14^ JP� �J �� \\` �� �J i i � EXTENTS F o�� N Of `� G �I� �w NO. REVISIONS DATE Of 2X8 RAFTERS - ® 16" O.C. I I I I I I O D_ oi N ® N 2X12 RAFTERS ® 16 O.C. - - - - - -- -- i. NO. ISSUED A 01 ISSUED FOR CLIENT REVIEW 8/25/22 STRUCTURAL RIDGE (3) 1-3/4„X16 LVL -I 02 ISSUED FOR PERMIT 9/2/22 I I I (2) 2X12 NON-STRUCTURAL RIDGE (2) 2X12 NON-STRUCTURAL RIDGE __—__-- o w v N = x ® a QO N N Of c0 a ^Of C-3 LLj % tz p �/ (QTHESE PLANS ARE AN INSTRUMENT OF N = N ® " " N ; �� R9i� SERVICE AND ARE THE PROPERTY OF N N - - - - - - STRUCTURAL RIDGE (3) 1_3/4 X16 LVL - - - - - - - �- 16�0 FiQS NELSON + POPE. UNAUTHORIZED a_ C N ® i' ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE STR CTURAL RIDGE 16 0 F�'S EDUCATION LAW. INFRINGEMENTS WILL (2) 1-3 4'X16 L p��72 BE PROSECUTED o SEAL m ED A N !R R CC. N l � 1 5 L A. '7/ F. ti e s P C W LLj Ld P o✓ A�9 N Q�� 4`' l X ® ry 2�2 2X10 VALLEY PLATE `ti 1�-- 2. 2 N 12:12/— /\�v/ \ C� c�i Srs ( �Qi '_ ^ •O W, �. � / -o I Q N PITCH '9 031986 z PITCH N S P� W'> f� �'I N Sj Q W 6' / N RU�TC/ ti T� y co �� O /Q�C OF N�V' n t �i cF o� oi '� ��� 9<<� N 2X10 VALLEY PLATE O OWNER 1115 ZD Of N ---- ----------- -------- c!> M �-� '0 150 DEER RUN LLC C/O DAVEY ------ --- -- G 2X8 RAFTERS 12:12 12:12', _ ;' , 12:12 12:12 `, o`'' �� LAW PC `1 0 " - -- - I j, PITCH PITCH ---i-- ry ® 16 O.C. PIT PI- TCH� 1--- --- ---- J -� o -'- --- ' --- `�' �yy PROJECT - 7:12 A��2 NEW SINGLE FAMILY PITCH I PITCH ®'r8� /T�y ;' � RESIDENCE w N 0 2X8 RAFTERS ' 2X8 RAFTERS toCN = ' E CRS pjT 2 ® 16 O.C. ® 16 O.C. L�i C1_ �y �`�c, 560 WAGON WHEEL O R9 • LO o q o�6h 0F�'s ^�, �� CUTCHOGUE, NY 11935 2k8 RAFTERS �} O ® 16" O.C. DRAWING TITLE 2 VAULTED CEILING EXTENTS ROOF CONSTRUCTION PLAN i CD Cn Cn z 0 c� DRAWN BY: PV CHECKED BY: RM = U 11 ROOF CONSTRUCTION PLAN DATE: 8/9/22 SCALE: AS NOTED Q PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 a 0 SHEET NO. N i A- 1 UJ'% 4 o o- cL_ i 1 1 A-303 A-302 1X6 AZEK TRIM BOARD 1X6 AZEK TRIM BOARD �� 1/2"X4'X8' AZEK PVC PANEL 1/2"X4'X8' AZEK PVC PANEL EL. 32-5 I�1 E LS O + P C7 P E 30- T.O. RIDGE engineers •architects •surveyors WINDOW/DOOR CASING SPECIFICATION: PROVIDE 5/4 X 6 AZEK TRIM BOARD WINDOW WINDOW SPECIFICATION: 70 Maxess Road,Melville,NY 11747 / 631.427.5665. nelsonpope.com CASING EXCEPT @ WINDOW HEAD PROVIDE ANDERSEN 400-SERIES; GLAZING TYPE: LOW-E4 W/ 5/4 X 8 AZEK TRIM BOARD. HEATLOCK OR APPROVED EQUAL; GLAZING TYPE TO COMPLY MAX FENESTRATION U-FACTOR: .27 _ EL. 26'-1" 3CONSULTANT MEAN POINT r . 1X6 AZEK TRIM BOARD ROOF SPECIFICATION: 12 LAMINATED ASPHALTIC ARCHITECTURAL 12 12 �.., 1/2"X4'X8' AZEK PVC PANEL 12D 7� 12D 1.2" ROOFING SHINGLES. SEE A-104 FOR co ADDITIONAL N----- ---- 7 AD ONAL INFORMATION. EL. 19'-9" li 12 ---— -- -- -- - B.O.L. 18009 EAVE _ �11 � -1 -- i 1X6 AZEK FASCIA BOARD (TYP.) c� _ - =it - C-- T.O. WINDOW HEAD 72 4812 I. - - -- _ = -- - - - --- I 1X6 AZEK TRIM BOARD OVER 5/4X12 AZEK _ a� _-- ----------_—__-- -- - ` — -- L—_ -- ________-- ---------- TRIM BOARD INSTALLED W/ HIDDEN FASTENERS. PROVIDE FLASHING ABOVE TRIM 00 _C T.O. 1FINISHED SECOND FLOOR BOARD 1 . Lr) -- r " - �- ------ -" -- --- - --1 - - ---- 1 SIDING SPECIFICATION: .- EL. 7-8 _ fl _ ' T.O. WINDOW DOOR HEAD I - r_-. - INDIVIDUAL CERTAINTEED 5" SAWMILL SHINGLES �, 1I _! CEDAR BLEND MEDIUM OR APPROVED EQUAL. N _ ---I I I__ m i I I - -- F_��I II - - - -- 0o : - _ -_ — - ---- CORNER TRIM SPECIFICATION: i iI I I I i 1, _- �- ; --1�-11 71_� E�' .��_ J[ _��-��_1 5/4X6X6 AZEK SEAMLESS CORNER KEY PLAN i\ - -- [ l�-=�i--����_��_� �—II_11---ICJ�._.__1C_� TRIM BOARD. -_1[ -�I--_ID E 1[711 ---1[---I_ C ][--I \j EL. 0'-0" I' III,I -- - -- ',II '�' !,I JC=J J_ ]� -�[_ _ILI J[_J o T.O. FINISHED FIRST FLOOR - _ -__I-[____ MEAN 2GRADE i I - - ------------ ----------- - COLUMN SPECIFICATION: (v 6X6 AZEK COLUMN WRAP W/ CROWN/ACCENT KIT AS SELECTED BY OWNER. r ! NO. REVISIONS DATE I I I I I EL. -9 -10 T.O. SLAB --- -- - - --- -- I- - - -- - - -- - --- ---- - --- --- -- - - - - ,-_- - - - -- - -- - - - --- -- - -- - - - -T i � n 1 1 A-303 A-302 NO. ISSUED DATE 1 �3/1 T ELEVATION 01 ISSUED FOR CLIENT REVIEW 8/25/22 02 ISSUED FOR PERMIT 9/2/22 1 1 A-302 A-303 SIDING SPECIFICATION: 1X6 AZEK TRIM BOARD INDIVIDUAL CERTAINTEED 5" SAWMILL SHINGLES r . CEDAR BLEND MEDIUM OR APPROVED EQUAL. 1/2"X4'X8' AZEK PVC PANEL EL. 3 RIDGE T.O. RIDGE THESE PLANS ARE AN INSTRUMENT OF WINDOW/DOOR CASING SPECIFICATION: WINDOW SPECIFICATION: SERVICE AND ARE THE PROPERTY OF �i PROVIDE 5/4 X 6 AZEK TRIM BOARD WINDOW ANDERSEN 400-SERIES; GLAZING TYPE: NELSON + POPE. UNAUTHORIZED `o CASING EXCEPT @ WINDOW HEAD PROVIDE LOW-E4 W/ HEATLOCK OR APPROVED ALTERATIONS OR ADDITIONS TO THESE 5/4 X 8 AZEK TRIM BOARD. EQUAL; GLAZING TYPE TO COMPLY MAX DOCUMENTS ARE A VIOLATION OF EL 26'-1" FENESTRATION U-FACTOR. .27 SECTION 7209 OF THE NEW YORK STATE _ MEAN POINT _._ . - _: .12.__ _ - _... . -- - -__ .... -- "-. 12 EDUCATION LAW. INFRINGEMENTS WILL 7� 12 7I7 — ROOF SPECIFICATION: BE PROSECUTED 12D LAMINATED ASPHALTICcr I 1 - ARCHITECTURAL ROOFING SHINGLES. SEAL -�ERED A,4c l- .. 0- 12 SEE A-104 FOR ADDITIONAL �5 ELA. 'S' 7p -- -� ---- - INFORMATION. �Cj \GAP sC,�9 m EL. 19'-9" --- --- "� \ B.O. ROOF EAVE --- ---- 4- - - - _- --- EL. 18'-9" 12 �I - .- .. .. �I -1 I 1 X6 AZEK TRIM BOARD J N 00 II l �i T.O. WINDOW HEAD I� '� Lt I _ � - �, , '�-,= 1 ; � � ,�- - � I � LLi 48n it =- ,- 72 ' L l` I, / 12 • Y _ - D 1 2"X4'X8' AZEK PVC PANEL T� 319II8 � c� 1X6 AZEK FASCIA BOARD (TYP.) <_C, IN F 12 0 =i - -- - - -- - 12 D - -- - -- -- --- OWNER w 00 a; EL. 11'-3" ------ --- -- . Cr T.O. FINISHED SECOND FLOOR --- _ _ 150 DEER RUN LLC C/O DAVEY C) COLUMN SPECIFICATION: LAW PC EL. T-8° -- ---I �...--"---- -- - 1 . ( ---- - ---- --- .. ._ - - - --- - -- --- - - - ] CROWN/ACCENT U KIT ASASEWECTED J F. 30- 00 _ 41k- At -I, - - 1iBY OWNER. PROJECTT.O. WINDOW/DOOR HEAD -�- - - - - u 1� � � _ �i NEW SINGLE FAMILY RESIDENCE w - - _ _ _°O I� i it - = I,� ', -- =1 I L�I � ll.� L�_ - - �, - _ - - _ �-; � - - I � I RIM SPECIFICATION:CORNER T _ E - JI - ', +-.>� 5/4X6X6 AZEK SEAMLESS CORNER - - - ---- -- - - - - -- ---_ - - - - h- TRIM BOARD. w w --- -- - _ _ _ Fir- 560 WAGON WHEEL 11 nIx - - V) I'' IIEL. o-o - - - - 1`- - - - CUTCHOGUE, NY 11935 T.O. FINISHED FIRST FLOOR II - -- --- - 3 v _ n w MEAN GRADE DRAWING TITLE o I I I I I I 1/2"X4'X8' AZEK PVC PANEL Q o EXTERIOR ELEVATIONS /� 5/4 AZEK TRIM BOARD o I I I I I I I I I I I I I o EL. -9'-10" DRAWN BY: PV CHECKED BY: RM T.O. SLAB -- -- - - - TI -- -- -- - - - - - - - - - - I - - - - - - - - - - -- 1 - - - - - -- - - -- -- i- DATE / / 2 - - - - --- -- --- -- - - - - - 1 SCALE D Q 2 � AS NOTE PROJECT#: N22XO85 Cr) TAX MAP#: 1000108000300009004 00 1 1 SHEET NO. N A-302 2 �3ET ELEVATION A201 Cn r . _ w 0 CD A-301 WINDOW DOOR CASING SPECIFICATION: WINDOW SPECIFICATION: PROVIDE 5/4 X 6 AZEK TRIM BOARD WINDOW ANDERSEN 400-SERIES; GLAZING TYPE: CASING EXCEPT @ WINDOW HEAD PROVIDE LOW-E4 W/ HEATLOCK OR APPROVED 5/4 X 8 AZEK TRIM BOARD. EQUAL; GLAZING TYPE TO COMPLY MAX EL. 32'-5" FENESTRATION U-FACTOR: .27 N E L S O + POP E T.O. RIDGE 1$l_ engineers•architects •surveyors 12 ROOF SPECIFICATION:Q 7o Maxess Road,Melville,NY 11747 12 LAMINATED ASPHALTIC ARCHITECTURAL ROOFING SHINGLES. 631.az7.s6es. nelsonpope.com SEE A-104 FOR ADDITIONAL 12 INFORMATION. EL. 26'-1" 5 v 2 5 CONSULTANT MEAN POINT 1X6 AZEK FASCIA BOARD (TYP.) �r- 12 12 I EL. 19'-9" B.O. ROOF EAVE EL. 18'-9" - -- I- -- CORNER TRIM SPECIFICATION: w T.O. WINDOW HEAD '', 5/4X6X6 AZEK SEAMLESS CORNER TRIM BOARD. 00 co 1X6 AZEK TRIM BOARD OVER 5/4X12 AZEK _ o -{-- m - -- ' TRIM BOARD INSTALLED W/ HIDDEN _ 0o a EL. 11'-3" 2 BOARD.FASTENERS. PROVIDE FLASHING ABOVE TRIM `v T.O. FINISHED SECOND FLOOR LO -- ----- ------------ s I T.O. WINDOW/DOOR HEAD ------------ - -- - ----� -i- l 14 SIDING SPECIFICATION: INDIVIDUAL CERTAINTEED 5" SAWMILL SHINGLES CEDAR BLEND MEDIUM OR APPROVED EQUAL. 00 -I KEY PLAN i M ---- � COLUMN SPECIFICATION: 6X6 AZEK COLUMN WRAP W I " CROWN/ACCENT KIT AS SELECTED EL.'o T.O.OFINIISHED FIRST FLOOR _$�_ - JA BY OWNER. I MEAN GRADE I I I I N I I I 0 5/4 AZEK TRIM BOARD I I I I I r 1/2"X4'XB' AZEK PVC PANEL NO. REVISIONS DATE EL. -9-10 T.O. SLAB - I - - -- - -- -- - , 1- -- - - -- -- - -- - -- - - -- -- -.J -- - -- -- -- -- -- — — — -- -- -- -- L —_j A-301 NO. ISSUED DATE 1 �rRTH ELEVATION 01 ISSUED FOR CLIENT REVIEW 8/25/22 1'-O` 02 ISSUED FOR PERMIT 9/2/22 A-301 EL. 3 T.O. RIDGE 12 THESE PLANS ARE AN INSTRUMENT OF 12D WINDOW SPECIFICATION: SERVICE AND ARE THE PROPERTY OF �i ANDERSEN 400-SERIES; GLAZING TYPE: NELSON + POPE. UNAUTHORIZED LOW-E4 W/ HEATLOCK OR APPROVED ALTERATIONS OR ADDITIONS TO THESE 12 EQUAL; GLAZING TYPE TO COMPLY MAX DOCUMENTS ARE A VIOLATION OF EL 26'-1" 5 FENESTRATION U-FACTOR: .27 SECTION 7209 OF THE NEW YORK STATE - EDUCATION LAW. INFRINGEMENTS WILL MEAN POINT 1X6 AZEK TRIM BOARD OVER 5/4X12 12 ROOF SPECIFICATION: BE PROSECUTED `d AZEK TRIM BOARD INSTALLED W LAMINATED ASPHALTIC SEAL / ARCHITECTURAL ROOFING SHINGLES. HIDDEN FASTENERS. PROVIDE SEE A-104 FOR ADDITIONAL EREDgRC FLASHING ABOVE TRIM BOARD. 12 INFORMATION. ��j� NPet a,sc�9 'si>� N B.O. ROOF EAVE -----— ------ - — 12 D -- -- - 7 \ s�•, » -I,-i - -fir-II I 'I� � 1 EL. 18-9 -� � j ( .. -- SIDING SPECIFICATION: a ;�� 00 T.O. WINDOW HEAD - V_� -J i _� INDIVIDUAL CERTAINTEED 5" SAWMILL w SHINGLES CEDAR BLEND MEDIUM OR �>` 0319f16 zo Its CD yl j lI N i APPROVED EQUAL. �`O O 0 00 i� �_ -_ lilj 1 ll� I'' - F N E� o 1X6 AZEK FASCIA BOARD (TYP.) Q =D I m OWNER w -- - - _-, X " W CV Mi T.O.. FINISHED SECOND FLOOR 150 DEER RUN LLC C/O DAVEY o LAW PC V X z T.O. WINDOW DOOR HEAD LU 1/2'X4'X8' AZEK PVC PANELCN EL. 7 -8" - -- - ---1 / - _ PROJECT CZ) °N° :: " ! NO NEW SINGLE FAMILY RESIDENCE w CORNER TRIM SPECIFICATION: - 5/4X6X6 AZEK SEAMLESS CORNER _-- 5/4 AZEK TRIM BOARD z co TRIM BOARD. ' ui 560 WAGON WHEEL o CDT.O. FINISHED FIRST FLOOR - _ CUTCHOGUE, NY 11935 m MEAN GRADE DRAWING TITLE I I I I I CK "o EXTERIOR ELEVATIONS I I I I I z 0 EL. 4-10" DRAWN BY: PV CHECKED BY: RM z T.O. SLAB - - -- - I -- - - - - I -- -- - - - — - - -- -- -- -- -- - -1 r- - I- DATE: 8/9/22 SCALE: AS NOTED Y PROJECT#: N22XO85 b TAX MAP#: 1000108000300009004 00 1 SHEET NO. N A-301 2 SOUTH ELEVATION w O A-202 C� C� EL 32'-5" T.O. RIDGE ROOF SPECIFICATION: N E L S O N + P O► P E LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH` engineers •architects •surveyors 1i PERFORMANCE BITUMEN INFUSED UNDERLAYMENT #30 OR `D APPROVED EQUAL ON 5/8" CDX EXPOSURE 1 PLYWOOD. 70 Maxess Road,Melville,NY 11747 PROVIDE MIN. R-49 BATT INSULATION. WHERE CATHEDRAL 631.427.5665. nelsonpope.com CEILINGS ARE LOCATED PROVIDE R-49 SPRAY FOAM INSULATION. MEAN 6POINT CONSULTANT co I, I I � I I - I I i I I I � 7 7 I 4i I I1 i 12 i . I' 12 I I. EL. 19'-9' B.O. ROOF EAVE_ - - - co I — I N Z i f Ln —J p_ .1 - !_ I- ': - - _ WALL SPECIFICATION: = 00 0 `I Z CV OO i- _. -_ __ _. _ ._. _ __ - CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y" EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD STUDS. PROVIDE MIN. R-21 BATT INSULATION IN WALL = m CAVITY; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 00 CN M EL. 11'-3" _ FLOOR SPECIFICATION: T.O. FINISHED SECOND FLOOR LO FINISHED FLOOR AS SELECTED BY OWNER OVER 4" T&G PLYWOOD SCREWED AND GLUED TO 14" TJI WOOD JOISTS @ 16" O.C. PROVIDE MIN. R-30 BATT INSULATION. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. KEY PLAN N 1 �- N O - �° - = I _ � N II== ; I -'�� ==1 -T— I I I � _ ; � , _1 PROVIDE 36" HIGH HANDRAIL/GUARD RAIL W/ BALUSTERS - I NOT TO ALLOW THE PASSAGE OF A 4"4 SPHERE PER - =r - _ - --i - - - - - If J V) R312.1. I CEILING SPECIFICATION: i - 2 GYPSUM WALL BOARD o HANDRAIL @ 34"-38" H. PER R311.7.8. OVER TJI WOOD JOISTS. _I _ EL. 0'-0" l - - —---� NO. REVISIONS DATE 0 T.O. FINISHED FIRST FLOOR I N - --- -- -- - -- --- --- EL. -2'-0" _ MEAN GRADE ------ - ---- FOUNDATION SPECIFICATION: - - SEE FOUNDATION CONSTRUCTION PLAN & N i O 1 I i j _ _ FOUNDATION DETAILS ON A-301. PROVIDE MIN. R-15 RIGID INSULATION. NO. ISSUED DATE EL. -9'-10" - T.O. SLAB 01 ISSUED FOR CLIENT REVIEW 8/25/22 f { 02 I 9 2/22 SLAB SPECIFICATION: SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS ON A-301. THESE PLANS ARE AN INSTRUMENT OF 1 LONG SECTION SERVICE AND ARE THE PROPERTY OF i/a"= i'•o" NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL R-15 3" RIGID INSULATION. BE PROSECUTED � SEAL ALL SEAMS AROUND RIGID INSULATION WITH SPRAY FOAM SEAL REDARC w PEI A,Sc�9 y�� r n_ �9 Mn m N CONTINUOUS CAULK OR SPRAY FOAM SEALANT AT ALL TOP N,; o\o PLATES AND SILL PLATES �� �31986 �Q� 1 �����.. CONTINUOUS CAULK OR SPRAY FOAM IN z z OF NEB z ALL SEAMS OF SUBFLOOR TO CREATE AN • O° (2) 2X6 ACQ SILL PLATE o AIR SEAL FROM FIRST FLOOR TO BASEMENT WITH CONTINUOUS ALUMINUM OWNER ° TERMITE SHIELD AND SILL SEAL INSULATION 150 DEER RUN LLC C/O DAVEY P.C. FOUNDATION WALL. ALL ISOLATED FOOTINGS TO BE LAW PC SEE FOUNDATION PLAN. • 3' X 3' X1' THICK FOOTING MAX WITH BOLTS @ 30" O.C. WITH (4) EVENLY SPACED #5 m REBAR IN EACH DIRECTION PROJECT RIGID INSULATION CONTINUOUS. i SEE SECTION FOR ADDITIONAL INFO NEW SINGLE FAMILY CONTINUOUS VAPOR U' w BARRIER/DAMP PROOFING RESIDENCE w HOOK BARS INTO FOOTING @ 12" O.C. & #4 BARS @ 12" O.C. B.W. 48 BAR DIA. LAP SPLICE POST ,k, 10" 560 WAGON WHEEL PREMOLDED COMPRESSIBLE 10" THICK CONCRETE WALL CUTCHOGUE, NY 11935 ELASTOMERIC FILLER STRIP. WATERPROOF MEMBRANE w P.C. SLAB SEE FOUNDATION PLAN. • o 2"x4" KEYWAY ` ' DRAWING TITLE n_ #4 BARS @ 12" O.C. B.W. c� BUILDING SECTION <- Cn c� a 2' x 1' WALL FOOTING (3) _ EVENLY SPACED CONTINUOUS z ° • CD #5 BARS AT THE BOTTOM OF U THE FOOTING W/ HORIZONTAL 3'-0„ DRAWN BY: PV CHECKED BY: RM i lo U 2'-0° #5 BARS @ 12" O.C. DATE: 8/9/22 SCALE: AS NOTED Q i PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 TYP_ FOUNDATION WATERPROOFING DETAIL TYP. ISOLATED FOOTINGS SHEET NO. N 2 3/4'= i'•O" 3 3/4"=1'•0" cn I-- c� _w A-301 U a U CONTINUOUS RIDGE VENT. EL. 32'-5" ' d T.O. RIDGE 4° 12 NELSa► I`' JJ + POPE 12 � `\ ROOF SPECIFICATION: LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH PERFORMANCE BITUMEN INFUSED UNDERLAYMENT #30 OR engineers •architects •surveyors `D ' APPROVED EQUAL ON 5/8" CDX EXPOSURE 1 PLYWOOD. 70 Maxess Road,Melville,NY 11747 PROVIDE MIN. R-49 BATT INSULATION. WHERE CATHEDRAL 631.427.5665•nelsonpope.com 5 \ 12 CEILINGS ARE LOCATED PROVIDE R-49 SPRAY FOAM a 5 INSULATION. MEAN POINT CONSULTANT NON-HABITABLE ATTIC cD EL. 19'-g„ B.O. ROOF SAVE - - - - -- - -- - - --- - -- - --- j r N Z 0 C-4 = CEILING SPECIFICATION: 1 Y" GYPSUM WALL BOARD 00 OVER TJI WOOD JOISTS. z a J_ a m CEILING SPECIFICATION: � M _ EL. 11'-3" NI tj PROVIDE MIN. R-49 BATT INSULATION. 1/2" GYP. BOARD T.O. FINISHED SECOND FLOOR INSTALLED OVER 2X CEILING JOISTS. LO s i WALL SPECIFICATION: KEY PLAN N CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y2" r I -, - °I ill EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD I -_ Ii' STUDS. PROVIDE MIN. R-21 BATT INSULATION IN WALL - -I' - - — _ 'I CAVITY; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1 , �7_ � � I�Ij N FLOOR SPECIFICATION: FINISHED FLOOR AS SELECTED BY OWNER OVER %" T&G PLYWOOD SCREWED AND GLUED TO 14" TJI WOOD 4 JOISTS EL. 0'-0" -- -__ �Ijl, @ 16" O.C. PROVIDE MIN. R-30 BATT INSULATION. SEE NO. REVISIONS DATE T.O. FINISHED FIRST FLOOR 0 -- SPECIFICATIONS FOR ADDITIONAL INFORMATION. EL. -2 -0 MEAN GRADE: -- FOUNDATION SPECIFICATION: o SEE FOUNDATION CONSTRUCTION PLAN & i FOUNDATION DETAILS ON A-301. PROVIDE MIN. 00 R-15 RIGID INSULATION. NO. ISSUED DATE EL. -9'-10" 01 ISSUED FOR CLIENT REVIEW 8/25/22 T.O. SLAB — --- — . 02 ISSUED FOR PERMIT 9/2/22 _ SLAB SPECIFICATION: SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS ON A-301. --- — CROSS SECTION 1 THESE PLANS ARE AN INSTRUMENT OF 1 SERVICE AND ARE THE PROPERTY OF ��a•= 1•o• NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL s BE PROSECUTED `_ 0 SEAL ,��FtED qR �\G�pELA.8 0 �9Ayj�� m 1 tip, 00 9�� �31986 �0 OF N E\ o l 0 NOTE: OWNER LJ SEE SHEET A-502 "' 150 DEER RUN LLC C/O DAVEY FOR STRAPPING AND z HOLD DOWN DETAILS 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD LAW PC m N SIDING. SEE _ - PROJECT ELEVATIONS FOR (2) 2X6 TOP PLATE (2) 2X4 TOP PLATE (2) 2X4 TOP PLATE 1 ADDITIONAL INFO 5 TYPE X NEW SINGLE FAMILY E 2X6 WOOD @ 16" O.C. 2X4 WOOD @ 16" O.C. GYPSUM BOARD ON 2X4 WOOD @ 16' O.C. RESIDENCE w LiJ CEILING. i m C,-) KRAFT FACED BATT 560 WAGON WHEEL INSULATION. SEE SECTION 1/2" GYPSUM BOARD CUTCHOGUE, NY 11935 BUILDING WRAP FOR ADDITIONAL INFO R-15 BATT INSULATION %" TYPE X Yz" EXTERIOR DRAWING TITLE 1/2" GYPSUM BOARD BASE AS APPROVED GYPSUM BOARD 1/2" GYPSUM BOARD BY OWNER TYPICAL Eh' PLYWOOD 2X6 BOTTOM PLATE 2X4 BOTTOM PLATE FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR BUILDING SECTION i c�3/4" T&G PLYWOOD 3/4" T&G PLYWOOD 3/4" T&G PLYWOOD Cn I GLUED AND SCREWED GLUED AND SCREWED GLUED AND SCREWED C, TO JOISTS TO JOISTS 0 JOISTS DRAWN BY: PV CHECKED BY: RM c� DATE: 8/9/22 SCALE: AS NOTED Q i PROJECT#: N22XO85 0 2X6 EXTERIOR WALL TYPICAL INTERIOR GWB WALL 3/4 HR FIRE RATED WALL @ GARAGE TAX MAP#: 1000108000300009004 Ln 00 SEE AIR SEALING DETAILS FOR ADDITIONAL INFO SEE AIR SEALING DETAILS FOR ADDITIONAL INFO SHEET NO. N INTERIOR GWB WALL @ WET AREAS Ar IL SAME AS TYP. INTERIOR GWB WALL EXCEPT A-3u" 2 LLJ 0 WITH Y2" CEMENT BOARD IN WET AREAS. i CONTINUOUS RIDGE VENT. EL. 32'-5" T.O. RIDGE 12 NELSON + POPE 12 engineers •architects -surveyors `D ROOF SPECIFICATION: 70 Maxess Road,Melville,NY 11747 LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH 631.427.5665.nelsonpope.com 1 I PERFORMANCE BITUMEN INFUSED UNDERLAYMENT #30 OR MEAN POINT APPROVED EQUAL ON 5 8" CDX EXPOSURE 1 PLYWOOD. \ CONSULTANT EL. 19'-9" B.O. ROOF EAVE �-- CEILING SPECIFICATION: PROVIDE MIN. R-49 GATT INSULATION. 1/2" GYP. BOARD i INSTALLED OVER 2X CEILING JOISTS. _ 00 i 00 z o ' J _ PROVIDE MIN. i °O R-15 RIGID 00 ¢ INSULATION. e" M _ EL. 11'-3" kA 0 T.O. FINISHED SECOND FLOOR _- - M V - - - __ -� I BATT IIDNSULMIN. ATION.30 �I WALL SPECIFICATION: KEY PLAN i _ cv - CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y" ao EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD 00 STUDS. PROVIDE MIN. R-21 BATT INSULATION IN WALL M I, N o CAVITY; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. C y" GYPSUM WALL BOARD 2 I v i OVER TJI WOOD JOISTS. a' v N I FLOOR SPECIFICATION: FINISHED FLOOR AS SELECTED BY OWNER OVER 3/" T&G PLYWOOD SCREWED AND GLUED TO 14" TJI WOOD JOISTS T.0. 0FINISHED FIRST FLOOR � � i � N�I @ 16" O.C. PROVIDE MIN. R-30 GATT INSULATION. SEE NO. REVISIONS DATE -- - o , , SPECIFICATIONS FOR ADDITIONAL INFORMATION. _ EL. -2'-0" _ MEAN GRADE -- -- COLUMN SPECIFICATION: STRUCTURAL STEEL ROUND TUBE POST 3-1/2" X 1/4" FOUNDATION SPECIFICATION: o SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS ON A-301. PROVIDE MIN. --- - 00R-15 RIGID INSULATION. NO. ISSUED DATE EL. -9'-10" 01 ISSUED FOR CLIENT REVIEW 8/25/22 T.O. SLAB --J 02 ISSUED FOR PERMIT 9/2/22 SLAB SPECIFICATION: SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS ON A-301. - CROSS SECTION 2 THESE PLANS ARE AN INSTRUMENT OF 1 SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED _m SEAL EpLLJ ARLLJ C \� \G�p EL A.S y�� Ci CN ROOF SHINGLES. SEE ROOF PLAN FOR ADDITIONAL Nj, art , no INFO. 4,�� 031986 P �0 1 CD PROVIDE ICE & WATER SHIELD TO 24" INSIDE LINE OF NEB OF EXTERIOR WALL, OVER ALL FLASHING AND GUTTER EDGE NAILING OF SHEATHING AT GABLE CONTINUOUS RIDGE VENT- LOW PROFILE ATTACHMENT HAR-.WARE -IN ACCORDANCE WITH END TO BE 3" O.C. FIELD NAILING AT 6" INSTALL AS PER MANUF. SPECIFICATIONS 2�_0�� SECTION 905.1.2 (2015 IRC WITH NYS SUPPLEMENT) O.C. MIN. OWNER w z — RAFTER STRAPS. SEE FRAMING CONNECTOR 2 X 10 ROOF RAFTERS. 150 DEER RUN LLC C/O DAVEYPRE-ASSEMBLED 2X4 0 DETAIL SHEET. MAINTAIN 1" AIRGAP FOR ROOF VENTING. PROVIDE FLYING GABLE TYP. LAW PC FILTER m VENTILATIOPJ BAFFLES AS REQUIRED. — RIDGE/ STRUCTURAL RIDGE. SEE ROOF PLAN 1 X6 PRE-PRIMED PROJECT ATTIC SPACE BATT INSULATION IN BETWEEN C.J. SEE SECTIONS. FASCIA BOARD-WRAP ROOF RAFTERS. SEE ROOF PLAN. SIMPSON H2.5 HURRICANE STRAPS EVERY RAFTER W/ ALUM. TYP. NEW SINGLE FAMILY ROOF PLAN UNLESS OTHERWISE NOTED SEE DETAILS THROUGHOUT SOLID BLOCKING AT END RAFTERS FOR RESIDENCE ROOF SHINGLES. SEE ROOF PLAN. ��` R-10 2" RIGID INSULATION. 2 RAFTER BAYS iJ METAL DRIP EDGE AT ALL EAVE AND RAKES. co GUTTER. SEE ROOF PLAN FOR ADDITIONAL INFO. CONT. VENTED SOFFIT CUTCHOG 560 ON�WHEEL 35 C) ATTIC SPACE F��Gy CONTINUOUS CAULK 2"X__ R.R. @ 16" O.C. REFER TO m CUT BACK PLYWOOD SHEATHING 1/2" MIN. OR SPRAY FOAM __ w 1X-PRE-PRIMED FASCIA BOARD-WRAP W/ ALUM. FLOOR PLANS FOR SIZE �' 10 ALLOW FOR AIR FLOW SEALANT FASCIA CLADDING TYP. THROUGHOUT UNLESS o (2) 2"X4" TOP PLATE SEE OTHERWISE NOTED USE 'J' CHANNEL @ DRAWING TITLE a WITH SILL SEAL. ROOF PLAN 1/2" DRIP EDGE TYPICAL WALL FOR SOFFIT VENT COLLAR TIES @ 16" O.C. T KRAFT FACED BATT INTERIOR I EXTERIOR CONT. 1" SDFFIT VENT WITH PERFORATED SOFFIT (NP) I NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS INSULATION. SEE SECTIONS MATERIAL CF APPROVED PEST MESH BUILDING SECTION Cn MANUFACTURED BY 'AIR VENT INC.' (A CERTAINTEED CO.) - OR APPROVED FOR ADDITIONAL INFO. SIDING. SEE ELEVATIONS. 2X WOOD STUDS. SEE SECTIONS. CD o EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS. COLOR 2"X4" WOOD STUDS. SEE 1" RIGID INSULATION. SEE SECTION FOR ADD. INFO. SIDING. SEE TO MATCH NEW ROOF SHINGLES. CONSTRUCTION PLAN. "TYVEK" HCUSE WRAP OR EQUAL. ELEVATIONS. o 1/2" GYPSUM WALLBOARD 1/2" EXT. GRADE PLYWOOD. SEAL ALL JOINTS WITH DRAWN BY: PV CHECKED BY: RM CAULK OR SPRAY FOAM. DATE: 8/9/22 SCALE: AS NOTED Q CD PROJECT#: N22XO85 0 RIDGE VENT DETAIL 2X4 EXTERIOR WALL WITH VINYL SIDING FLYING GABLE DETAIL TAX MAP#: 1000108000300009004 00 SCALE: N.T.S. SCALE: N.T.S. CD SHEET NO. i r— c� w A-303 o m n i r NELSON + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT KEY PLAN N T NO. REVISIONS DATE CONTINUOUS RIDGE VENT. ROOF SPECIFICATION: LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH PERFORMANCE BITUMEN INFUSED UNDERLMMENT #30 OR NO. ISSUED DATE APPROVED EQUAL ON 5/8" CDX EXPOSURE 1 PLYWOOD. PROVIDE MIN. R-49 BATT INSULATION. WH=RE CATHEDRAL 01 ISSUED FOR CLIENT REVIEW 8/25/22 CEILINGS ARE LOCATED PROVIDE R-49 SPRAY FOAM 02 ISSUED FOR PERMIT 9/2/22 INSULATION. FLOOR SPECIFICATION: FINISHED FLOOR AS SELECTED BY OWNER OVER %" T&G -- PLYWOOD SCREWED AND GLUED TO 16" TJI WOOD JOISTS o @ 16" O.C. PROVIDE MIN. R-30 BATT INSULATION. SEE ^ BONUS ROOM SPECIFICATIONS FOR ADDITIONAL INFORMATION. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED EL. 11'-3" _ ALTERATIONS OR ADDITIONS TO THESE T.O. FINISHED SECOND FLOOR DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL = BE PROSECUTED ONE LAYER 5/8" TYPE "X" GYP. BD. CEILING =D 9 SEAL -�EREDq� LLJ GNAEL A, F WALL SPECIFICATION: Y n N C14 CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y" �4 t - . , -+ EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD ; STUDS. SEE SPECIFICATIONS FOR ADDITION,aL INFORMATION. (n,A # 00 GARAGE �� �31986 Q� PROVIDE 2X6 FIRE BLOCKING @ CENTER OF STUD HEIGHT OF NEW�O 0 _ EL. 0'-0" NOT TO EXCEED CAVITY HEIGHT OF 10' RJ-02.11 INTERIOR INTERIOR z T.O. FINISHED FIRST FLOOR OWNER o w SLAB SPECIFICATION: 150 DEER RUN LLC C/O DAVEY z SEE FOUNDATION CONSTRUCTION PLAN & -OUNDATION LAW PC DETAILS ON A-301. m 00 PROJECT FOUNDATION SPECIFICATION: NEW SINGLE FAMILY i SEE FOUNDATION CONSTRUCTION PLAN & OUNDATION DETAILS ON A-301. PROVIDE MIN. R-15 RIGID RESIDENCE w INSULATION. EL. -8'-4" f.`' d: EXTERIOR EXTERIORCn W B.C. FOOTER 560 WAGON WHEEL O CUTCHOGUE, NY 11935 m 2 TYP. WINDOW JAMB DETAILS `�j +/s°= r.o• DRAWING TITLE i c� w 1 GARAGE SECTION BUILDING SECTION 0 cn O DRAWN BY: PV CHECKED BY: RM DATE: 8/9/22 SCALE: AS NOTED Q PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 0 SHEET NO.A N cn w w04 cr, O ROOF SPECIFICATION: R-15 3" RIGID INSULATION.LAMINA-ED ARCHITECTURAL ROOFING SHINGLES OVER HIGH PERFORMANCE SEAL ALL SEAMS AROUND RIGID INSULATION WITH SPRAY BITUMEN INFUSED UNDERLAYMENT #30 OR APPROVED EQUAL ON 5/8" FOAM CDX E),POSURE 1 PLYWOOD. INSTALL DRIP EDGE AT BOTTOM OF ROOF. SEE A-104 FOR ROOF PITCHES AT DIFFERENT LOCATIONS. SELF ADHERING ICE & WATER SHIELD TO 2'-0" INSIDE EXTERIOR WALLS PER I NYS RESIDENTIAL CODE R905.2.7 (TYP.). I V E L S O► 1 + P O P E CONTINUOUS CAULK OR SPRAY FOAM engineers• architects •surveyors CONTINJOUS VENTED SOFFIT. SEALANT AT ALL TOP PLATES AND SILL PLATES 70 Maxess Road,Melville,NY 11747 \ FASCIA SPECIFICATION: 631.427.5665• nelsonpope.com SILL SEAL INSULATION BETWEEN SILL 2X6 WOOD FASCIA ATTACHED TO RAFTERS PLUMB CUT U.O.N. WITH PLATES CERTAII'ITEED FASCIA BOARD ATTACHED W/ HIDDEN FASTENER PLUG SYSTEM; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONTINUOUS CAULK OR SPRAY ,I CONSULTANT FOAM IN ALL SEAMS OF _ SUBFLOOR TO CREATE AN AIR °O GUTTER SPECIFICATION: SEAL FROM FIRST FLOOR TO e 4" PREFORMED ALUMINUM GUTTER & LEADER SYSTEM BASEMENT � TO SPLASH BLOCKS ON GRADE. (2) 2X6 ACQ SILL PLATE CONTINJOUS VENTED SOFFIT. WITH CONTINUOUS BITUMEN EL. 1 LAMINATED COPPER TERMITE WALL SPECIFICATION: SHIELD AND SILL SEAL B.O. HIGHEST ST ROOF EAVE 1 CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y" INSULATION SEE A-104 EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD STUDS; SEE SPECIFICATIONS FOR ADDITIONAL INFORM4TION. AIR SEALING AT SILL PLATE 5/4X8 AZEK EXTERIOR WINDOW/DOOR CASING; SEE SCALE: 3/4"=1'-0" SPECIFICATIONS FOR ADDITIONAL INFORMATION. RAFTER CONNECTOR @ EACH RAFTER (2) MODEL "H2.5A" R-15 3" RIGID INSULATION. SEAL ALL SEAMS AROUND RIGID INSULATION WITH SPRAY 2X HEADER; SEE G-002 FOR FOAM ADDITIONAL INFORMATION. CONTINUOUS CAULK OR SPRAY FOAM KEY PLAN SEALANT AT ALL TOP PLATES AND SILL PLATES SILL SEAL INSULATION BETWEEN SILL 5/4X6 AZEK EXTERIOR WINDOW/DOOR CASING; SEE PLATES WALL SPECIFICATION: SPECIFICATIONS FOR ADDITIONAL INFORMATION. )1" GYPSUM WALL BOARD OVER 2X6 WOOD STUDS. PROVIDE MIN. R-21 BATT INSULATION. 1/2"X4'X8' AZEK PVC PANEL; SEE SPECIFICATIONS N FOR ADDITIONAL INFORMATION. SEE A-201 & A-202 GALV. METAL TIE-DOWN FOR INSTALLATION LOCATIONS. AIR SEALING AT FLOOR TO FLOOR SCALE: 3/4"=1'-0" NO. REVISIONS DATE ALUMINJM FLASHING. AIR SEAL THE TOP OF ALL r- INTERIOR WALLS/ATTIC INTERSECTIONS FULLY WITH SPRAY FOAM. SEAL ALL BATT INSULATION BETWEEN I EL. 11'-3" ELECTRICAL, PLUMBING, ETC. CEILING JOISTS SEE SECTIONS T.O. FINISHED SECOND FLDOR PENETRATIONS INTO ATTIC CEILING SPECIFICATION: Y" GYPSUM WALL BOARD OVER TJI WOOD JOISTS. DOUBLE 2X6 TOP PLATE. TOP PLATE — --- 1/2" GYPSUM WALLBOARD NO. ISSUED DATE — 2X4 WOOD STUD 01 ISSUED FOR CLIENT REVIEW 8/25/22 — 02 ISSUED FOR PERMIT 9/2/22 1 I AIR SEALING AT INTERIOR WALLS/ATTIC - BASE MOLDING AS SELECTED BY OWNER. — SCALE: 3/4"=1'-O" SINGLE 2X6 BOTTOM PLATE. FLOOR SPECIFICATION: EXTERIGR DECK: FINISHED FLOOR AS SELECTED BY OWNER OVER Y4" COMPOSITE DECKING AS SELECTED BY OWNER SECURED W/ THESE PLANS ARE AN INSTRUMENT OF T&G PLYWOOD SCREWED AND GLUED TO 14" TJI HIDDEN FASTENER SYSTEM TO 2X10 ACQ WOOD JOISTS @ 16" SERVICE AND ARE THE PROPERTY OF WOOD JOISTS @ 16" O.C.; SEE SPECIFICATIONS FOR O.C. NELSON + POPE. UNAUTHORIZED ADDITIONAL INFORMATION. . . ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EL. 0'-0" _ EDUCATION LAW. INFRINGEMENTS WILL T.O. FINISHED FIRST FLOOR 2X10 ACQ LEDGER SECURED TO INTERIOR FLOOR JOISTS. BE PROSECUTED __-- — - PROVIDE FLASHING BETWEEN SHEATHING AND LEDGER. CONTINUOUS CAULK OR SPRAY FOAM IN ALL SEAMS OF SUBFLOOR TO CREATE AN SEAL AIR SEAL FROM FIRST FLOOR �N5 p.Elq IK TO BASEMENTLLJ c`� SIMPSON STRONG TIE MODEL HD-7 SIMPSON DTT2Z HOLD DOWN TO LEDGER THRU-BOLTED TO PROVIDE MIN. R-30 BATT INSULATION. KRAFT-FACED BATT � -9 RIM JOISTS. MUST BE PROVIDED AT CORNERS AND A �` 031986 EL00 . --2'-0" i MAXIMUv1 OF 6'-0" O.C. ON DECK, WITH A MIN. OF 4 TO UNDIEORSIDE OFLFLLOOIRHT �OF NEW�� MEAN GRADE I HOLDDCWNS 1 n AIR SEALING AT BASEMENT TO FIRST FLOOR OWNER PROVIDE MIN. R-15 RIGID INSULATION. i SILL PLATE SPECIFICATION: C) (2) 2X6 ACQ SILL PLATE WITH CONTINUOUS ALUMINUM TERMITE SCALE: 3/4"=1'-0" 150 DEER RUN LLC C/O DAVEY cL SHIELD AND SILL SEAL INSULATION. LAW PC 1-1/8" TJ RIM BOARD. PROVIDE BLOCKING i z A PROVIDE MIN. R-15 RIGID INSULATION. S REQUIRED; SEE SPECIFICATIONS FOR n ADDITIONAL INFORMATION. I PROJECT WATERPROOF MEMBRANE NEW SINGLE FAMILY FOUNDATION SPECIFICATION: ATTIC ROOF RAFTERS. RESIDENCE l w 10" FOUNDATION WALL. SEE FOUNDATION CONSTRUCTION PLAN & Cn FOUNDATION DETAILS ON A-301. SPACE coNTlNuous CAULK OR 560 WAGON WHEEL o 6" GRAVEL FILL. I SLAB S'ECIFICATION: SPRAY FOAM SEALANT CUTCHOGUE, NY 11935 m EL. -4-10" I SEE FOJNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS T.O. SLAB 1, ON A-1301. WATERPROOF MEMBRANE I DRAWING TITLE WELL COMPACTED SOIL. I Q 3" 0 PERIMETER DRAIN WITH FILTER FABRIC. SEE FOUNDATION WALL SECTION i jl WATERPROOFING DETAIL ON A-301. L (2)2"X4" TOP PLATE INTERIOR SEE o WITH SILL SEAL. f ROOF PLAN EXTERIOR o DRAWN BY: PV CHECKED BY: RIM 1 L EXT. GRADE PLYWOOD. DATE: 8/9/22 SCALE: AS NOTED SEAL ALL JOINTS WITH CAULK Q OR SPRAY FOAM. PROJECT#: N22XO85 TAX MAP#: 1000108000300009004 Ln 0 AIR SEALING AT EXTERIOR WALLS/ATTIC SHEET NO. (:1 TYP. WALL SECTION In cf) ,•_ , o• w A-305 o n_ TOP PLATES - SINGLE OR CUT PLATE TIED WITH (2)"2x" GIRDER N E L S O .+ POP E DOUBLE TOP 25 GAGE STEEL ANGLE STAGGER JOISTS 4 IN. g Y OR USE SPLICE , , engineers •architects •surveyors PLATE OR EQUIVALENT COLUMN CAP (MODEL PLATES SEE SECTION #LCC5.25-3.5) 7o Maxess Road,Melville,rvv 1v47 R602.3.2 631.427.5665•nelsonpope.com 1/2" STEEL BEARING PLATE W/ BOLT HEADER SEE TABLES R502.5(1) AND LALLY COLUMN STUD R502.5(2) ENGINEERED BEAM SEE FLOOR PLANS FOR CONSULTANT , . SIZE BORED HOLE MAX. FIREBLOCKING AROUND PIPE DIAMETER 40 PERCENT JACK STUDS OF STUD DEPTH OR TRIMMERS STRUCTURAL FIBERGLASS COLUMN SEE - WALL STUDS PLANS/ELEVATIONS SEE SECTION SOLID BLOCKING 5/8 IN. MIN. TO EDGE R602.3 THREADED ROD %"O BOTTOM PLATE TYPICAL LOLLY COLUMN CAP FLOOR JOISTS 3 1-1/2°=r-o" CNW COUPLER NUT 5/8 IN. MIN. TO EDGE —/ NOTCH MUST NOT SUBFLOOR FOUNDATION CRIPPLE TITEN HD THD50934RC ROD COUPLER Y"O EXCEED 25 PERCENT OF ------ -------, 7F WALL SEE SECTION ° STUD DEPTH SILL PLATE - R602.9 3 1/2" STEEL PIPE THREADED ROD INTO POURED CONCRETE COLUMN (TYPICAL) FOUNDATION SEE- FOUNDATION PLAN FOR - -- - - - -- - SIZE, 7 MIN. DEPTH - -- ----- --- - - -- FOUNDATION WALL i STUDS ANCHOR BOLTS EMBEDDED IN BORED HOLES SHALL 1 IN. A 4 IN. FOUNDATION 6 FT. O.C. MAX. STEEL BASEPLATE W/ DIAGONAL BRACE 2 ANCHOR BOLTS ON NOT BE LOCATED IN THE IF HOLE IS BETWEEN 40 PERCENT LET INTO STUDS ( ) NOTE: HOLLOW COLUMN UPLIFT CONNECTION SAME CROSS SECTION OF AND 60 PERCENT OF STUD 1" GROUT BED. BY SIMPSON STRONG TIE CUT OR NOTCH IN STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO CORNER AND PARTITION POSTS TOP OF 4" P.C. SLAB (��Pl CAL POST FASTENERS DETAILSUCCESSIVE STUDS ARE DOUBLED o KEY PLAN AND SO BORED 1 NOTCHING & BORED HOLE LIMITATIONS FOR EXTERIOR & BEARING WALLS DETAIL APPLY APPROVED SHEATHING OR BRACE EXTERIOR WALLS WITH 1 IN. BY 4 IN. BRACES LET INTO STUDS AND PLATES ! TURN DOWN SLAB 1" (2)"2x" GIRDER AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR TO TOP OF FOOTING N OTHER APPROVED METAL STRAP DEVICES INSTALLED IN POST CAP (MODEL ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 0 ® © ® REINFORCED COLUMN #BCS2-2/4) SEE SECTION R 602.10. FOOTING AS REQ'D (SEE NO. REVISIONS DATE PLAN) o 0 0 o 0 o - - 44 P.T. POST �11/2 ICAL FRAMING DETAIL COLUMN BASE DETAIL TOP PLATES - 21'-0" 4 1•=1'-0' POST BASE (MODEL #CB44) (2) 5/8" - THRU-BOLT 3" MINIMUM o SIDECOVER STUD NO. ISSUED DATE BORED HOLE MAX. 01 ISSUED FOR CLIENT REVIEW 8/25/22 DIAMETER 40 PERCENT OF STUD DEPTH 02 R PERMIT 9/2/22 L 5/8 IN. MIN. TO I EDGE ENO NOTCHES IPFRMITTI -- ! D/6 MA . 5/8 IN. MIN. 1-0 EDGE FLOOR JOIST - CENTER CUTS 6 TYPICAL POST FASTENERS DETAIL THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NOTCH MUST NOT NELSON + POPE. UNAUTHORIZED EXCEED 25 PERCENT ALTERATIONS OR ADDITIONS TO THESE OF STUD DEPTH DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED BORED HOLES SHALL D/4 MAX._ CONCENTRATED LOAD SEAL ED NOT BE LOCATED IN THE SAME CROSS SECTION OF R q CUT OR NOTCH IN STUD D FROM ABOVE \5'CE RL, i PELA' U VERTICAL LOAD TRANFER = 2000 PLF MAX Sc, y�� D/4 MAX. ALONG LOAD BEARING WALL LOAD BEARING WALL MUST STACK OVER SQUASH BLOCKS �C, AND WALL OR BEAM BELOW. FLOOR JOIST - END CUTS NON-STACKING LOAD BEARING WALL REQUIRE ADDITIONAL NOTCHED & BOREE) HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS DETAIL CONSIDERATION. m 3�1986 --- „ F N E 16 � 00 MAX.D FROM ATTACH JOIST WITH ONE 10d BOX OR OWNER CD SUPPORT SINKER NAIL ON EACH SIDE OF BEARING 150 DEER RUN LLC C/O DAVEY ^I ° LAW PC Q :[D — --i `LLJ - V ° o EXTERIOR OR BEARING WALL D/3 MAX. ! PROJECT RAFTER CEILING JOISTS (802.6) ° NEW SINGLE FAMILY 8d NAIL INTO TOP FLANGE RESIDENCE w NOTCH GREATER THAN / 50 PERCENT OF THE %" GAP w PLATE WIDTH 560 WAGON WHEEL o CUTCHOGUE, NY 11935 m STIFFENERS ARE REQUIRED FOR CONCENTRATED LOADS 16 GAGE (0.0054 IN.) AND 8d NAIL INTO BOTTOM EXCEEDING 1500 LBS. I-JOIST MUST BE SIZED TO WIDE METAL TIE FLANGE OR PLATE ACROSS AND TO EACH SIDE SUPPORT ALL APPLIED LOADS. INSTALL STIFFENERS AS DRAWING TITLE a AC _- OF THE NOTCH WITH 6 - SQUASH BLOCK 2X4 PER MANUFACTURERS SPECS WITH STIFFENER TIGHT = ( AGAINST TOP FLANGE AND GAP AT BOTTOM. VERIFY 16d NAILS EACH SIDE. D/3 MAX. MIN.) USED ONLY IF ADEQUACY OF JOIST TO CARRY CONCENTRATED LOAD. DETAILS i LOAD BEARING WALL v TOP PLATES EXISTS ABOVE o PIPE OR CONDUIT z PIPE 2 IN. MIN. FROM DRAWN BY: PV CHECKED BY: RM TOP AND BOTTOM BEARING WALL, LVL OR s OF JOIST D (ACTUAL DEPTH) GLULAM BEAM DATE: 8/9/22 SCALE: AS NOTED Q / PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 00 SHEET NO. N / TOP PLATE FRAMING TO ACCOMODATE PIPING DETAIL TYP. NOTCHING DETAIL I JOISTS SQUASH BLOCKS DETAIL I JOIST STIFFINERS DETAIL U 1°=1'-0" 9 1-1/2"=1'-0' 1 0 1-1/2"=V-0" 11 1 1/2"=1'-0" -501 AJ' o a_ C] F NAILING SCHEDULES FOR ALL STRAPS CAN BE FOUND ON SHEET G-000 ' . NELSON + POPE engineers •architects •surveyors ROOF RAFTER RAFTER TIE @ EACH 70 Maxess Road,Melville,NY 11747 RAFTER MODEL "CS20" 12"__ RIDGE ROOF RAFTER 631.427.5665. nelsonpope.com CONNECTOR @ EACH DETAIL "2" rr 12 RAFTER MODEL "H2A" CONSULTANT RIDGE DOUBLE TOP PLATE DETAIL "3" f' RAFTER TIE @ EACH RAFTER MODEL "CS20" ROOF RAFTER r, o r, m a ROOF RAFTER a a WALL STUD DETAIL "4" 0 DETAIL "6" BEYOND i 2ND FLR T.O.P. NOTE: DETAILS "2" AND "Y ARE TO BE USED IN ** ALL STUDS SHALL ALIGN WITH RAFTERS ** i CONJUNCTION IN ALL LOCATIONS PREFORMED ALUMINUM RAFTER TO RAFTER CONNECTION TYP. @ EACH RAFTER RAFTER T!�RID GE CONNECTION TYP. @EACH RAFTER RAFTER TO TOP PLATE TO STUD CONNECTION 2 MODEL"CS20"BY SIMPSON STRONGTIE N.T.S. 3 MODEL'LSUU"BPSON STRONGTIE N.T.S. 4 MODEL"H7Z"BY SIMPSON STRONGTIE N.r.s. KEY PLAN N DETAILS "6 & 8" (BEYOND) w SECOND FLOOR PROVIDE BLOCKING AT ALL N HORIZONTAL PLYWOOD SEAMS (B FOR SHEAR WALL COMPLIANCE WALL STUD T DBL. TOP PLATE NO. REVISIONS DATE I I, GALV. METAL STRAP @ EACH STUD MODEL 12 END II DBL. TOP P-ATE "CS20" LENGTH I' ROOF RAFTER DETAIL "7" BASE PLATE 2ND FLR LVL � ' II; _ DETAIL "T — ----------------- ---------- DETAIL "9" BEYOND -- 1" TO BE 36"-42" USED WHEN CRIPPLES CUT ALIGN WITH RAFTERS LE NGTH '1 CLEAR12" RIM JOIST METAL J S 1 T. GALV. STRAP SPAN S , �, o PL ,I',I @EACH STUD MODEL DETAIL "8" BEYOND "SP4"• r.. NO. ISSUED DATE ll o DBL. TOP PLATE HEADER ° 01 ISSUED FOR CLIENT REVIEW 8/25/22 WALL STUD } -- ------- ----- --- RAFTER CONNECTOR @ o 02 ISSUED FOR PERMIT 9/2/22 EACH RAFTER (2) 1' (3)8D x 2 Y 12 HEADER" NAILS END 12" MODEL "H2.5A' EACH SIDE OF STUD LENGTH JACK STUD PROVIDE MINIMUM 1" \ I' DOUBLE TOP PLATE END DISTANCE -- FIRST FLOOR WALL STUD a I NOTE: DETAILS "5" AND "2" ARE TO BE USED IN III CONJUNCTION WHEN RAFTERS DO NOT ALIGN DIRECTLY THESE PLANS ARE AN INSTRUMENT OF WITH STUDS. SERVICE AND ARE THE PROPERTY OF KING STUD TO TOP PLATE CONNECTION/ NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE RAFTER TO TOP PLATE CONNECTION UTILIZED WHEN WALL TOP PLATE TO STUD CONNECTION UTILIZED WHEN WALL HEADER TO CRIPPLE STUD CONNECTION/ DOCUMENTS ARE A VIOLATION OF STUDS DO NOT ALIGN DIRECTLY WITH ROOF RAFTER S DO NOT ALIGN DIRECTLY WITH ROOF RAFTER FLOOR TO FLOOR CONNECTION JACK STUD TO HEADER CONNECTION SECTION 7209 OF THE NEW YORK STATE 5 MODEL"H2.5"BY SIMPSON STRONGTIE N.T.S. (6)MoDEL P4"BY SIMPSON STRONGTIE N.T.S. 7 MODEL'CS20"BY SIMPSON STRONGTIE N.T.S. 8 MODEL"CS20"BY SIMPSON STRONGTIE N.T.s. EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED CL i II r m SEAL BRED AR N 1 ST. FLR LVL----- i'' DETAIL "10" 5 G�PELA.SC,7IJ � 00 DETAIL "11" — BSMT. N v FLR PL WALL STUD WALL STUD Q I I, DBL. WALL `� "9J. 031986 y� C� LLJ NE`N GALV. METAL GALV. METAL STRAP do. TIE-DOWN SIMPSON STRONG TIE = z 12" END OWNER z CRAWL SPACE / BASE PLATE 'III MODEL #HD-7 " .«_i LENGTH w BASEMENT =1 " ' 150 DEER RUN LLC C/O DAVEY z ftf +_3'I BLOCKING REQUIRED LAW PC I = ATTACHED TO SILL WITH RIM JOIST RIM JOIST A35Z (NOT SHOWN) OR PROJECT o Ln Y" EXPANSION SILL PLATE - PER DESIGNER 1 1 JOINT MATERIAL l NEW SINGLE FAMILY RESIDENCE L� DBL TOP PLATE Of BSMT. "12" GRAVEL COLLAR 560 WAGON WHEEL s FLR LVL GALV. METAL COUPLING O 0 O m U CHOGUE NY 11 935 DBL. SILL PLATE -- o DBL. WALL STUD � DRAWING TITLE Ctf 2X4 KEY WAY VAPOR RETARDER —""" ETARDER SEE FOUNDATION PLAN FRAMING CONNECTOR DETAILS i FOR ANCHOR BOLT 3" PERIMETER DRAIN W/ FILTER � �-� o SEE FOUND. PLAN FABRIC SPACING UNDISTURBED SOIL 0 DRAWN BY: PV CHECKED BY: RM =L TOP PLATE TO BASE PLATE CONNECTION GALV. METAL TIE DOWN WITHIN 32" OF DATE: 8/9/22 SCALE: AS NOTED Q TYP. WALL SECTION TWO STORY WITH BASEMENT/CRAWL SPACE 9 AFOOR TO FLOOR 10 EACH CORNER OF STRUCTURE SILL PLATE TO RIM JOIST CONNECTION GALV. METAL STRAP FOUNMTRONL PLATE CONNECTIONPROJECT#: N22X085 MODEL HDU'BY SIMPSON STRONGTIE N.T.S. MODEL"HD-7B"BY SIMPSCN STRONGTIE N.T.S. MODEL"CS20"BY SIMPSON STRONGTIE N.T.S. i2 MODEL"�D��N GTIE N.T.S. j TAX MAP#: 1000108000300009004 co 0 SHEET NO. N cn C) LJ W e O LU ABBREVIATIONS SYMBOLS MECHANICAL DUCTWORK INTERPRETATION NOTES A AMPERE GA GAUGE SPEC SPECIFICATION AO AQUASTAT SYMBOL DESCRIPTION COORDINATION OF TRADES NOTES: AC ALTERNATING CURRENT GAL GALLON SQ SQUARE ACU AIR CONDITIONING UNIT GC GENERAL CONTRACTOR SS STAINLESS STEEL �T THERMOSTAT 1. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE ® + ELECTRICAL AND FIRE ALARM PLANS SHALL BE THE RESPONSIBILITY OF THE POPE ACCU AIR-COOLED CONDENSING UNIT GEO GEOTHERMAL STD STANDARD ROUND OR RECTANGULAR DUCTWORK, SIZE ELECTRICAL CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY • .,� 0 rjftt7= AD ACCESS DOOR GPH GALLONS PER HOUR TD TEMPERATURE DIFFERENCE QH HUMIDISTAT AS SHOWN THE OWNER FOR FIRE ALARM WORK. 70 Maxess Road,Melville,NY 11747 AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE TG TRANSFER GRILLE O TEMPERATURE SENSOR 2. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE 631.427.5665•nelsonpope.com AHC ABOVE HUNG CEILING GR GRAINS TEMP TEMPERATURE BRANCH TAKE-OFF WITH VOLUME DAMPER PLUMBING AND FIRE SPRINKLER PLANS SHALL BE THE RESPONSIBILITY OF THE AHU AIR-HANDLING UNIT GTR GEOTHERMAL WATER RETURN TOD TOP OF DUCT RM REFRIGERATION LEAK DETECTOR (VD) PLUMBING CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY THE OWNER FOR FIRE SPRINKLER WORK. SHOULD A SEPARATE FIRE SPRINKLER CONSULTANT AS AIR SEPARATOR GTS GEOTHERMAL WATER SUPPLY TON TONS OF REFRIGERATION CONTRACTOR BE RETAINED, THE FIRE SPRINKLER CONTRACTOR'S WORK SHALL AWG AMERICAN WIRE GAUGE HD HEAD TSP TOTAL STATIC PRESSURE TH TEMPERATURE & HUMIDITY SENSOR START IMMEDIATELY DOWNSTREAM OF THE BACKFLOW PREVENTER INSTALLED B BOILER HHWR HEATING HOT WATER RETURN TSTAT THERMOSTAT BY THE PLUMBING CONTRACTOR. BC BACKWARD CURVED HHWS HEATING HOT WATER SUPPLY TYP TYPICAL LD LEAK DETECTOR DAMPER (SEE DAMPER SCHEDULE) 3. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE BI BACKWARD INCLINED HP HORSEPOWER, HEAT PUMP UPS UNINTERRUPTIBLE POWER SUPPLY ss SLAB TEMPERATURE SENSOR MECHANICAL PLANS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL BLDG BUILDING HPC HIGH PRESSURE CONDENSATE RETURN V VOLTS CONTRACTOR, UNLESS OTHERWISE NOTED. a DUCT RISE OR DROP IN DIRECTION OF BOD BOTTOM OF: DUCT HIPS HIGH PRESSURE STEAM VA VOLT AMPERE Ps SLAB PRECIPITATION SENSOR 10 AIRFLOW 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE PLANS AND BOP BOTTOM OF PIPE HR HOUR VAR VARIABLE SPECIFICATIONS FOR WORK BY OTHER TRADES TO IDENTIFY WHERE BOS BOTTOM OF: STEEL HS HYDRAULIC SEPARATOR VAV VARIABLE AIR VOLUME cAs GAS DETECTOR COORDINATION OF WORK IS REQUIRED. BTU BRITISH THERMAL UNIT HSG HIGH SIDEWALL GRILLE VD VOLUME DAMPER Coe CARBON DIOXIDE SENSOR O SUPPLY AIR TAKE-OFF UP OR DOWN BTUH BTU PER HOUR HV HEATING &VENTILATING UNIT VEL VELOCITY L� 5. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL LINE VOLTAGE POWER WIRING TO EQUIPMENT FURNISHED AND INSTALLED BY OTHER TRADES. C CONDUIT HWC HOT WATER COIL VENT VENTILATION AIR ITLwco LOW-WATER CUT-OUT CAR CONSTANT AIR REGULATOR HWR HOT WATER RETURN VFD VARIABLE FREQUENCY DRIVE 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR CBF CHEMICAL E3YPASS FEEDER HWS HOT WATER SUPPLY VLV VALVE DD DUCT DETECTOR a RETURN AIR TAKE-OFF UP OR DOWN THE LINE VOLTAGE POWER WIRING OF SEPARATE MOTOR STARTING AND/OR CONTROL EQUIPMENT, AND SHALL PERFORM ALL LINE VOLTAGE POWER WIRING CD CEILING DIFFUSER HX HEAT EXCHANGER VOL VOLUME TO THE STARTER/CONTROLLER, AND TO THE MOTOR/EQUIPMENT. CENTRIF CENTRIFUGAL HZ HERTZ VP VELOCITY PRESSURE Ts TEMPERATURE SENSOR CFM CUBIC FEET PER MINUTE ID INSIDE DIAMETER VRF VARIABLE REFRIGERANT FLOW R �`. 1 7. THE PLUMBING AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE GAUGE 1 MITERED ELBOW WITH TURNING VANES REVIEWING THE FIRE ALARM PLANS REGARDING MONITORING AND CONTROL OF CFH CUBIC FEET PER HOUR IPS IRON PIPE SIZE VTR VENT THROUGH ROOF 1, THEIR EQUIPMENT BY THE FIRE ALARM CONTROL PANEL. THE PLUMBING AND CG CEILING GRILLE IRH INFRARED UNIT HEATER W WATT, HUMIDITY RATIO, WIDTH MECHANICAL CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CHR CHILLED WATER RETURN IW INDIRECT WASTE WB WET BULB FLOW SWITCH ELECTRICAL CONTRACTOR REGARDING FIRE ALARM DEVICES. SMOOTH RADIUS ELBOW KEY PLAN CHWS CHILLED WATER SUPPLY IWH INDIRECT WATER HEATER WC WATER COLUMN, WALL CAP _ CLG CEILING KW KILOWATT WCCU WATER-COOLED CONDENSING UNIT ___ THERMOMETER 8. THE GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL COMP COMPRESSOR KXH KITCHEN EXHAUST HOOD WG WATER GAUGE LOW VOLTAGE CONTROL DEVICES AND ALL LOW VOLTAGE AND CONTROL WIRING COND CONDENS (-ER, -ING, -ATION) L LENGTH, LOUVER WH WATER HEATER AND PATHWAYS FOR EQUIPMENT INSTALLED UNDER THEIR CONTRACT. THE GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL CP CONDENSATE PUMP LAT LEAVING AIR TEMPERATURE WBT WET BULB TEMPERATURE THERMOWELL CEILING DIFFUSER CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING CONTROL VOLTAGE CT COOLING TOWER LB(S) POUND(S) WM 1�j S WIRE MESH SCREEN (SEE GRILLE/ REGISTER/DIFFUSER SCHEDULE) TRANSFORMERS FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. THE N CU FT CUBIC FOOT LDB LEAVING DRY BULB TEMPERATURE ZV ZONE VALVE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONTROL CU IN CUBIC INCH I LF LINEAR FEET AIR VENT VOLTAGE TRANSFORMERS AND ALL LINE VOLTAGE WIRING OF TRANSFORMERS, LOW VOLTAGE CONTROL DEVICES, AND EQUIPMENT. CUH CABINET U14IT HEATER LIFT LEAVING FLUID TEMPERATURE PUMP NO. REVISIONS DATE CEILING GRILLE 9. THE PLUMBING CONTRACTOR AND MECHANICAL CONTRACTOR SHALL BE CV CONTROL VALVE LH LATENT HEAT (SEE GRILLE/REGISTER/DIFFUSER SCHEDULE) RESPONSIBLE FOR FURNISHING MOTOR STARTERS FOR EQUIPMENT INSTALLED CWC CHILLED WATER COIL LPC LOW PRESSURE CONDENSATE RETURN CWR CONDENSER WATER RETURN LPG LIQUID PROPANE GAS J FAN UNDER THEIR CONTRACT, UNLESS OTHERWISE INDICATED. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MOTOR STARTERS CWS CONDENSER WATER SUPPLY LIPS LOW PRESSURE STEAM FURNISHED BY OTHERS, AND ALL LINE VOLTAGE WIRING . DB DRY BULB LSG LOW SIDEWALL GRILLE f DAMPER SIDEWALL GRILLE DBT DRY BULB TEMPERATURE LWB LEAVING WET BULB TEMPERATURE (SEE GRILLE /REGISTER/DIFFUSER SCHEDULE) DC DIRECT CURRENT LWT LEAVING WATER TEMPERATURE WELDED CAP OR BLIND FLANGE GENERAL MECHANICAL NOTES: DCLR DRY COOLER MBH THOUSAND BTU PER HOUR �— PIPE UP/DOWN 1. THE CONTRACTOR SHALL BE LICENSED BY THE AUTHORITY HAVING DCV DOUBLE-CHECK VALVE MC MECHANICAL CONTRACTOR SUPPLY AIR (SA) OR OUTDOOR AIR (OA) DUCT JURISDICTION. DCW DOMESTIC COLD WATER MFG MANUFACTURER ® PIPE RISER UP OR DOWN 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL BUILDING NO. ISSUED DATE DHWR DOMESTIC HOT WATER RETURN MTR MOTOR DHWS DOMESTIC HOT WATER SUPPLY MUA MAKE-UP AIR ® CONNECT TO EXISTING CODE, ITS REFERENCED CODES AND STANDARDS. RETURN AIR(RA) DUCT UP OR DOWN DE EXHAUST AIR DAMPER MV MIXING VALVE 3. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE ENGINEER AND DEG/° DEGREES N/C NORMALLY CLOSED METER THE AUTHORITY HAVING JURISDICTION. DIA, 0 DIAMETER N/O NORMALLY OPEN EQUIPMENT TAG EXHAUST AIR (EA) DUCT UP OR DOWN 4. DRAWINGS, PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION DN DOWN NC NOISE CRITERIA xxx XXX: EQUIPMENT ABBREVIATION AND ARRANGEMENT OF PIPING AND DUCT SYSTEMS. INDICATED LOCATIONS AND DO OUTDOOR AIR DAMPER NIC NOT IN CONTRACT # #: EQUIPMENT NUMBER/TYPE ARRANGEMENTS WERE USED TO SIZE PIPE, DUCT, CALCULATE FRICTION LOSS, SEE ASSOCIATED EQUIPMENT SCHEDULE AND FOR OTHER DESIGN CONSIDERATIONS. INSTALL PIPE AND DUCT AS DRF RELIEF AIR DAMPER NO NUMBER --de> UNDERCUT DOOR INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED ON COORDINATION DRN RETURN AIR DAMPER NPT NATIONAL PIPE THREAD SECTION/ELEVATION CALL-OUT DS SUPPLY AIR DAMPER NTS NOT TO SCALE XX: SECTION/ELEVATION DWG DRAWING CIA OUTDOOR AIR XX DESIGNATION EXHAUST AIRFLOW 5. MATERIALS AND EQUIPMENT SHALL BE INSTALLED ONLY WITH APPROVAL OF THE DX DIRECT EXPANSION OAI OUTDOOR AIR INTAKE M-XXX: SECTION/ELEVATION DRAWING ENGINEER. APPROVED MATERIALS ARE ASSUMED TO BE FOR USE IN THESE PLANS ARE AN INSTRUMENT OF LOCATION GRILLE/REGISTER/DIFFUSER TAG ACCORDANCE WITH THE CONTRACT DOCUMENTS ONLY. DEVIATION FROM THE SERVICE AND ARE THE PROPERTY OF EA EXHAUST AIR OD OUTSIDE DIAMETER XXX: GRILLE/REGISTER/DIFFUSER SPECIFIED APPLICATION SHALL BE SUBMITTED FOR REVIEW WITH MATERIAL NELSON + POPE. UNAUTHORIZED EAT ENTERING AIR TEMPERATURE P PUMP xxx� ABBREVIATION SUBMITTALS. ALTERATIONS OR ADDITIONS TO THESE CFM #: GRILLE/REGISTER/DIFFUSER TYPE DOCUMENTS ARE A VIOLATION OF EC ELECTRICAL CONTRACTOR PC PLUMBING CONTRACTOR VALVES CFM: SUPPLY AIRFLOW 6. INSTALL PIPING AND CONTROLS CABLE AND PATHWAYS CONCEALED FROM VIEW SECTION 7209 OF THE NEW YORK STATE EDB ENTERING DRY BULB TEMPERATURE PD PRESSURE DROP (CFM): RETURN/EXHAUST AIRFLOW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING OCCUPANTS. EDUCATION LAW. INFRINGEMENTS WILL EDH ELECTRIC DUCT HEATER PH PHASE CONCEAL PIPING AND CONTROLS CABLE AND PATHWAYS WITHIN FINISHED BE PROSECUTED 3-WAY VALVE WALLS, CEILINGS AND FLOORS. EXPOSED PIPING AND CONTROLS CABLE AND EDR EQUIVALENT DIRECT RADIATION PNT LOUVERED PENTHOUSE MECHANICAL SYSTEMS COMMISSIONING PATHWAYS IS ACCEPTABLE IN SERVICE AREAS. WHERE EXPOSED, INSTALL SEAL EF EXHAUST FAN PRESS PRESSURE AUTOMATIC BALANCING VALVE PIPING AND CONTROLS CABLE AND PATHWAYS AT RIGHT ANGLES OR PARALLEL EFF EFFICIENCY PRV PRESSURE REDUCING VALVE TO BUILDING WALLS. INSTALL PIPING AND CONTROLS CABLE AND PATHWAYS � ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL EFT ENTERING FLUID TEMPERATURE PSI POUNDS PER SQUARE INCH BALL VALVE ' (5 1. CONTRACTOR SHALL PERFORM TESTING, ADJUSTING AND BALANCING (TAB) FOR ALL NEW REMOVAL, AND COORDINATE WITH OTHER SERVICES OCCUPYING THAT SPACE. EL ELEVATION' PSIA PSI ABSOLUTE AND MODIFIED HVAC SYSTEMS. ELEC ELECTRIC PSIG PSI GAGE BUTTERFLY VALVE 7. INSTALL NON-METALLIC GROMMETS WHERE COPPER AND NON-METALLIC PIPING i 2. TAB SHALL BE PERFORMED BY QUALIFIED PERSONNEL, CERTIFIED BY THE ASSOCIATED PASSES THROUGH STEEL STUDS. ERV ENERGY RECOVERY VENTILATOR PSD PUMP SUCTION DIFFUSER CHECK VALVE AIR BALANCE COUNCIL, NATIONAL ENVIRONMENTAL BALANCING BUREAU, OR THE TESTING, ESP EXTERNAL STATIC PRESSURE PTAC PACKAGED TERMINAL AIR ADJUSTING, AND BALANCING BUREAU. 8. COLOR AND FINISH SELECTION FOR MATERIALS, FIXTURES, AND EQUIPMENT ` DOUBLE CHECK VALVE EUH ELECTRIC UNIT HEATER CONDITIONING UNIT SHALL BE BY THE OWNER FROM THE MANUFACTURER'S FULL PRODUCT RANGE. EWB ENTERING WET BULB TEMPERATURE RA RETURN AIR 3. TAB SHALL BE PERFORMED IN ACCORDANCE WITH ASHRAE 111 "TESTING, ADJUSTING, AND VERIFY SELECTION AND CHOICE WITH THE OWNER PRIOR TO ORDERING DRAIN VALVE BALANCING OF BUILDING HVAC SYSTEMS" LATEST EDITION. MATERIALS. OWNER EWT ENTERING WATER TEMPERATURE RAID RADIATOR 150 DEER RUN LLC C/O DAVEY EXH EXHAUST RC ROOF CAP GAS COCK 4. FUNCTIONAL PERFORMANCE TESTING SHALL BE PERFORMED: 9. ARCHITECTURAL DRAWINGS THAT DETERMINE LOCATION AND TYPE OF GRILLES, EXP EXPANSION TANK RECIRC RECIRCULAT(-E, -ION) LOUVERS, AND DIFFUSERS TAKE PRECEDENCE OVER THOSE NOTED ON THE LAW PC GATE VALVE 4.1. EQUIPMENT FUNCTIONAL TESTING SHALL DEMONSTRATE THE INSTALLATION AND MECHANICAL PLANS. DEG F, °F DEGREES l=AHRENHEIT REF REFRIGERANT OPERATION OF COMPONENTS, SYSTEMS, AND SYSTEM-TO-SYSTEM INTERFACING F FAN REQD REQUIRED GLOBE VALVE RELATIONSHIPS IN ACCORDANCE WITH CONTRACT DOCUMENTS SUCH THAT 10. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND PROJECT FA FRESH AIR RFG REFRIGERANT GAS OPERATION, FUNCTION, AND MAINTENANCE SERVICEABILITY OF EACH COMMISSIONED REPAIR OR REPLACEMENT OF COMPONENTS. CONNECT EQUIPMENT FOR EASE NEW SINGLE FAMILY FAI FRESH AIR INTAKE RFM RADIANT FLOOR HEATING MANIFOLD MIXING VALVE SYSTEM. TESTING SHALL INCLUDE ALL MODES AND SEQUENCE OF OPERATION, OF DISCONNECTING, WITH MINIMUM INTERFERENCE TO OTHER INSTALLATIONS. RESIDENCE Q INCLUDING UNDER FULL-LOAD, PART-LOAD; AND EMERGENCY OPERATIONS, u iD FC FUEL CONTRACTOR, FORWARD CURVE RG RETURN GRILLE W INCLUDING REDUNDANT OR AUTOMATIC BACK-UP, ALARMS, AND RESTORATION OF 11. PREPARE A TESTING AND BALANCING PLAN IN ACCORDANCE WITH ASHRAE 111 FCU FAN COIL UNIT RH RELATIVE HUMIDITY ) MOTORIZED 2-WAY VALVE OPERATION FOLLOWING POWER LOSS. 'MEASUREMENT, TESTING, ADJUSTING AND BALANCING OF BUILDING HEATING, J FD FIRE DAMPER, FLOOR DRAIN RL REFRIGERANT LIQUID 4.2. HVAC CONTROLS SHALL BE TESTED TO DOCUMENT THAT CONTROL DEVICES, VENTILATION AND AIR-CONDITIONING SYSTEMS', AND SUBMIT TO THE ENGINEER 560 WAGON WHEEL w FD/AD FIRE DAMPER WITH ACCESS DOOR RIM ROOM MOTORIZED 3-WAY VALVE COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED AND ADJUSTED AND FOR REVIEW AND APPROVAL. PERFORM ALL TESTING AND BALANCING AS CUTCHOGUE, NY 11935cn OPERATE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REQUIRED, AND SUBMIT A FINAL REPORT UPON COMPLETION TO THE OWNER. FI FORWARD INCLINED RND ROUND 4.3. ECONOMIZERS SHALL BE TESTED TO DOCUMENT THAT THEY OPERATE IN m FIN FL FINISHED FLOOR RPM REVOLUTIONS PER MINUTE MOTORIZED BUTTERFLY VALVE ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 12. CONTRACTOR SHALL PROVIDE DEMONSTRATION AND TRAINING TO THE OWNER DRAWING TITLECN FOR ALL EQUIPMENT AND SYSTEMS INSTALLED. CONTRACTOR SHALL PERFORM - FLA FULL-LOAD AMPERES IRS REFRIGERANT SUCTION 5. CONTRACTOR SHALL SUBMIT TAB PERSONNEL QUALIFICATIONS, PROCEDURES PLAN, AND ALL SYSTEM PROGRAMMING, AND PROVIDE A REPORT OF ALL OPERATING MECHANICAL N FOH FEET OF HEAD RTU ROOFTOP UNIT PRESSURE-REDUCING VALVE INSTRUMENT CALIBRATION REPORTS PRIOR TO PERFORMING TAB. PARAMETERS TO THE OWNER. CONTRACTOR SHALL PROVIDE A WRITTEN 00 FOR FUEL OIL RETURN SA SUPPLY AIR [s _ MAINTENANCE SCHEDULE TO THE OWNER THAT IDENTIFIES ALL ABBREVIATIONS, FOS FUEL OIL SUPPLY SCFM CFM, STANDARD CONDITIONS SOLENOID VALVE 6. CONTRACTOR SHALL SUBMIT REPORTS OF TAB PRIOR TO FINAL PROJECT COMPLETION. MANUFACTURER'S RECOMMENDED MAINTENANCE. LEGENDS, AND NOTES REPORT FORMAT SHALL FOLLOW THE REPORTING PROCEDURES AND FORMS OUTLINE IN FPM FEET PER MINUTE SD SMOKE DAMPER TEMPERATURE & PRESSURE RELIEF VALVE ASHRAE 111. REPORT SHALL INCLUDE: 13. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL THROUGH c FPS FEET PER SECOND SF, SQ FT SQUARE FEET PENETRATION FIRE STOPPING OR ALL PENETRATIONS THROUGH DRAWN BY: GAL CHECKED BY: JRP i 6.1. SYSTEM OPERATING CONDITIONS AFTER ADJUSTMENTS HAVE BEEN MADE. FIRE-RESISTANCE-RATED CONSTRUCTION. PROVIDE THE SPECIFIED SYSTEM OR a- FIR FLOOR REGISTER SG SPECIFIC GRAVITY TRIPLE DUTY VALVE 6.2. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. THE APPROPRIATE LISTED SYSTEM. DATE: 8/9/22 SCALE: AS NOTED i FREE FREE AREA (SQ. FT.) SH SENSIBLE HEAT 6.3. ITEMIZATION OF DEFICIENCIES NOTED AND CORRECTIONS MADE. PROJECT#: N22XO85 FSD FIRE & SMOKE DAMPER SHG SENSIBLE HEAT GAIN I(I UNION 6.4. LIST OF DEFERRED TESTS, INCLUDING CLIMATIC CONDITIONS REQUIRED FOR i FT FOOT/FEET SHR SENSIBLE HEAT RATIO Y-STRAINER PERFORMANCE OF DEFERRED TESTS. TAX MAP#: 1000108000300009004 00 FT LB FOOT-POUND SMM SNOW MELT MANIFOLD SHEET NO. N V) FVEL FACE VELOCITY SP STATIC PRESSURE Ld G GAS SIPM-001 HT SPECIFIC HET 0 a. / NELSON + POPE 70 Maxess Road,Melville,NY 11747 631.427.56659 nelsonpope.com CONSULTANT �...�_-.r.� �..._.s ............— �.,... ...,.._...... ...._,_.-... «..�.... �.—.._...m ..»..._..� � s...,;_— � _..»_»......_.. � .._ ..._.._...___ ..... ._..- _ _ _ _ _ - a..��_v..v.�,_�wa S1.<.�_.._........,.r.......�.i._..........<2..__..._e—_.e..d..__ IEE' I =„ KEY PLAN q SUPPLY AIR DUCT UP TO FIRST I FLOOR FLOOR REGISTER, TYP. ! ` N 8x6 I NO. REVISIONS DATE Iv,.�W �r-._.._ _.a._.,_........,...-._..s.._.,.<rt. .,.._.«{,5...._..,v. f�......_....__....__.»...._...L.1 I I 12x4 8"0 I F 8"Ql00 1 1 - F - 7 7 I I ._ ! ._ �a, i�I.. I._ I4.m.._.,.. . i °° ___ _. I__ ' � ~` 11, » NO. ISSUED DATE x 8110 t ri I I d -ILL x L--j L-j L-j AHU } 01 co TERMINATE IN 6"0=D _ CONCENTRIC VENT THROUGH ROOF 12x4 8110Y'`.,,> THESE PLANS ARE AN INSTRUMENT OF ,o .l SERVICE AND ARE THE PROPERTY OF FURNISH'AND INSTALL APRILAIRE 812OX `� \ `` " NELSON + POPE. UNAUTHORIZED VtNTILAT)ON CONTROLLER AND DAMPER `" � ALTERATIONS OR ADDITIONS TO THESE I I cswH / j ,� �' �p DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED SEAL ------------- , w ti t OWNER 150 DEER RUN LLC C/O DAVEY r s--------y '.� I I ! �' � LAW PC I ..:. I .. ! ! ant. ! ',•t `� 1�. (! PROJECT NEW SINGLE FAMILY RESIDENCELLJ Q 560 WAGON WHEEL W CUTCHOGUE, NY 11935 CD DRAWING TITLE N N N BASEMENT 00 CD MECHANICAL PLAN 0 0 CD DRAWN BY: GAL CHECKED BY: JRP i a_ DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 0 4 0 4 8 12 TAX MAP#: 1000108000300009004 -____..- o SHEET NO. `" SCALE: 1/4"= 1'-0" M-400CD �Lj 70 Maxess Road,Melville,NY 11747 631.427.56659 nelsonpope.com CONSULTANT I— ._. _.. — .._ _... — ___. ._. — — — — — — — — FG €„ 250 KEY PLAN t ____�_ s; ., �,• KITCHEN EXHAUST THROUGH EXTERIOR WALL. N -- - -�r' I TK �' i TERMINATE DUCT WITH WALL CAP Bgoo BATHROOM EXHAUST DUCT �,.,~ UP TO SECOND FLOOR TYP. I �_,,� ' NO. REVISIONS DATE i i I 0 I _ FLOOR i DIFFUSER SUPPLIED FROM AHU-1 IN BASEMENT TYP. ox _.__.-.._._..., ._...............____._�_._ _.._n 325 E ,r 6"0 10x3 t FG i ae 5 I i FG 6 0 ! f TK ...ram, NO. ISSUED DATE Q , 70 t � f i 4 i f II t ' I THESE PLANS ARE AN INSTRUMENT OF ° ,. i fF FG - - 85 SERVICE AND ARE THE PROPERTY OF ~' NELSON + POPE. UNAUTHORIZED 200 _F I RETURN AIR DUCT DOWN TO BASEMENT �..w t `� ~• ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF / I SECTION 7209 OF THE NEW YORK STATE �, EDUCATION LAW. INFRINGEMENTS WILL i I - BE PROSECUTED i «wtiM , SEAL /j _.. _. v° w %FG FFG a OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT u _ — NEW SINGLE FAMILY b- RESIDENCEcn 560 WAGON WHEEL W CUTCHOGUE, NY 11935 `~. DRAWING TITLE N N FIRST FLOOR I MECHANICAL PLANCD 0 0 ! DRAWN BY: GAL CHECKED BY: JRP i DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 � 0 4 0 4 8 12 TAX MAP#: 1000108000300009004 DO _ . _..___._,__. SHEET NO. N SCALE: 1/4"= 1'-0" M-401 0 i NELSON 70 Maxess Road,Melville,NY 11747 631.427.5665•nelsonpope.com CONSULTANT Lj � �FN, �� F•.,,5 �K.ui�� I I i ! t _ I. �! i I g t • Wig^ I €� 1 .6 T. ik q -yp y -yg+ _ _ „» ,.n...„».......�..,.,,-,,,..�..�...,._,..,..,w....®>„ ,.a..ma•.,.,,.n....,-.�,,..,..,,�-.�...,w,......,.,- .._,�.�,,:..-,..,�....„s,,. •M.,, ,.r...w._,».., ...,,._,.-+..-,.n, ,..,,.,.,..,.-w .,,,..,,,�.,...,_..,..,�_- -.�...p t _+ncae #... § ~y _. f HSG 100 Ink KEY PLAN FCD v 4 80 € n k__ BATHROOM [�XHAU$T FI ---- -- -- ..j RST FLOOR POWDER Ufa afifIC-. - ROOM EXHAUST UP THROUGH ROOF FIRST FLOOR BATHROOM A"yt NO. REVISIONS DATE EXHAUST UP'THROUGH ROOF moo. (�� 10"X 3" OUTDOOR AIR INTAKE DUCT DOWN FROM ATTIC TO FIRST FLOOR I. A` 100 DRYER EXHAUST UP 90 T -. _ ti r - -_--- , ,• THROUGH ROOF 4 FCD 15 rr c �/i (` to `�, I � � ! ! ° E � I I � I � � i I �.�i-,�,°•¢�_._�i ! -I::- .�,_€___z..��_"3"�s'_�..��`� BATHROOM EXHAUST _€ � �1.. NO. ISSUED DATE UP TO ATTIC CD]55 Fj RETURN AIR DUCT UP TO ATTIC { { I x # BATHROOM EXHAUST UP TO ATT I C ._.-. ,_...��._ —,— c _. _ J �; �.... � '•yam y, p _� k_ _a. $ �� _tom 3 �T��..e T� ,; I i ' / " }-iSG � g n _,.. — .—.l_F, 'i •( --rc-- ,F_ — _ � L,y..s" f, &:;S oJ..._.- i _ 3._....A_. ,.»_ '"r `'.`„ 'p•., '• ) y .'`,,` ,4" J. / B THESE PLAN A^� _ 250 .., ..r' r..• S S RE AN INSTRUMENT OF 3 ....�,_.Y .. .�,.._.",...�-, _ ,W �' ''t.. :.mow.:....._._ rµ ' E( ° ...3 �., '. &'+,..4 ''{r • `C \�. .,�\, .yl �z - : ` � ' > SERVICE AND ARE THE PROPERTY OF - _ � POPE. UNAUTHORIZED �, _� �• - CD ` `'�' j NELSON + :3_ .-. ._ :s ;. : _.i� �_�. -_ _ a ,:..... n a.,. ,... - —r ALTERATIONS OR ADDITIONS t., fr NS T E _y. _, I. 51 _. _ - . g a t ; : `> 1` � DOCUMENTS ARE A VIOLATIONO THESE €..x..-yA-- ! I; r �I d F� a € a � 5 �� _r 4 1 4t OF , HSG ! ': u�----._.-._._.._.__ - - - ------ �_ _...��:�-�.,_�..�� _,�.�_f ��.,�` Via., i SECTION 7209 OF THE NEW YORK STATE I I __ 16 T � ® ..� i t 180 _. _ . _ _� ' E WILL EDUCATION LAW. INFRINGEMENTS WI `I.. _ - r- ��. PROSECUTED -� I �.� BE , i i SEAL y { g L _ y l _ x e i �...__ _ .'_-� _ ��....�— ¢` v 250 FCD �--• .�.: ....,..,�,.,s.- e .. ....... "',,� ti. `• F ., `.. ,,g'' 'a ,.,. `',. ,/ " ' ._. ._ J - r OWNER ... -.�., v. t 5...-. .....�__ { g k �....,@.._.- q�x -��y.._&< ..._."., � ,y' .,tee -•� 5.�.�trr��.,�'+., �z, .. 50 DEER / DAVE �. 1 RUN L_...�.. ,�. _ U LC C O Y 4 PC LAW PROJECT NEW SINGLE FAMILY . . ' ` , .. RESIDENCE �' ZD t .. ,f 560 WAGON WHEEL ry CUTCHOGUE, NY 11935 DRAWING TITLE N N N SECOND FLOOR 00 MECHANICAL PLANCD 0 N 0 d- I DRAWN BY: GAL CHECKED BY: JRP i DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 0 4 0 4 8 12 TAX MAP#: 1000108000300009004 13 LT 00 SHEET NO. N SCALE: 1/4"= 1'-0" n _ 2 oUj ' V � o a_ Un NELSON 70 Maxess Road,Mefville,NY 11747 631.427.5665•nelsonpope.com CONSULTANT f 1 r -_7 � I i� SECOND�FLOOR BATH OOM EXHAUST UP THROUGH ROOF �,' FIRST FLOOR POWDER ROOM I EXHAUSTS UP THROUGH ROOF SECOND FLOOR BATHROOM EXHAUST UP THROUGH R60F. FIRST FLOOR BATHROOM \ SECOND,FL I t OOR BATHROOM I TERMINATE IN ROOF CAPS,�YP. >� EJCHAUST.UP THROUGH F 001 \, EXHAUST UP THROUGH ROOF \ ` f� I i KEY PLAN DRYER EXHAUST UP THROUGH ROOF I o? ` /' �6"0 I c� cr) I l9 4 r ID 6 0 I NO. REVISIONS DATE rn $ ! ` a-' I l4 L -- I f ID ti � 80cq I MUA i $ FURNISH AND INSTALL APRILAIRE 8120X — ------ --- - -- - - °' VENTILATION CONTROLLER AND DAMPER ~` I 0) 0) I I HNC AHU 8 I 2 2 i � NO. ISSUED DATE Ix I \ 20xl4 20x12 ~\ �~ 10,101 I L4 2.10 10110 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF / NELSON + POPE. UNAUTHORIZED ALTERATIONS R O S O ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF f' SEE M-402 FOR ` j $ TERMINATE CBWH SECTION 7209 OF THE NEW YORK STATE I r / w COMBUSTION AIRS NTAKE DUCT f EDUCATION LAW. INFRINGEMENTS WILL \, ri CONTINUATION, TYP. p„ w _ r ` ' CONCENTRIC VENT BE PROSECUTED AND EXHAUST DUCT IN SEAL L_. ._-. i .._.._._...._..... I J I i I �, I -�._ _ . _ _,__ i ._ ! __.. __a..._.s.___/ •'' � // \ �, <.,; _'__..,,f- s / I OWNER 150 DEER RUN LLC C/O DAVEY LAW PC / f PROJECT .•� t'�F �` /t NEW SINGLE FAMILY RESIDENCE 560 WAGON WHEEL w CUTCHOGUE, NY 11935 \` m DRAWING TITLE N N N ATTIC MECHANICAL DO PLANCD 0 ro 0 DRAWN BY: GAL CHECKED BY: JRPcl- i DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 a 4 0 4 8 12 TAX MAP #: 1000108000300009004 DO SHEET NO. N M-403 SCALE: 1/4"= 1'-0" w 0 NELSON + POPE 70 Maxess Road,Melville,NY 11747 631.427.56659 nelsonpope.com CONSULTANT - - - -- - - - - - - -/ jj - ___- AHU-2 OUTDOOR AIR INTAKE d BATHROOM EXHAUST i BATHR6OM EXHA ST` �` BATHROOM EXHAUST BA�HROOM EXHAUST r ` POWDER ROOM EXHAUST { I AHU-1 OUTDOOR AIR INTAKE FROM SECOND FLOOR �. FROM FIRST FL60R 4 FROM'SECOND FLOOR ROM SECOND FLOOR./ F OM FIRST FLOOR I KEY PLAN MUA-1 MAKE-UP AIR INTAKE DRYER EXHAUST I ° UP THROUGH ROOF i I 1 { CONCENTRIC VENT FROM NO. REVISIONS DATE { CBWH f I I _.. ,e._._. - . .. _.... ..._. ..__ - . ... .. _ _____ . ._......_. .T- .�. NO. ISSUED DATE S r l,e THESE PLANS ARE AN INSTRUMENT OF r` f SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE fr DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED SEAL f { J OWNER 150 DEER RUN LLC C/O DAVEY ------- ___ a__ rl f LAW PC PROJECT rI NEW SINGLE FAMILY RESIDENCE , J 560 WAGON WHEEL W ` CUTCHOGUE, NY 11935 Q _ m DRAWING TITLE N N N ROOF 00 CD MECHANICAL PLAN 0 0 DRAWN BY: GAL CHECKED BY: JRP i a_ DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 0 4 0 4 8 12 TAX MAP#: 1000108000300009004 Ln 0 - - -= SHEET NO. N - - - M-404 SCALE: 1/4"= 1'-0" 0 HVAC PIPING SCHEDULE HVAC DUCT SCHEDULE APPLICATION/ .SIZE RANGE MATERIAL VALVES REMARKS SMACNA MIN WORKING JOINING MATERIALS AND INSULATION LOCATION PRESSURE FITTINGS PRESSURE MINIMUM HOT WATER HEATING NPS 2"& 150 PSI AT DRAWN TEMPER SOLDERED JOINTS ASTM B 828 BALL VALVES (SHUT-OFF SERVICE): BRONZE - APPLICATION /LOCATION TYPE MATERIAL CLASS REQUIRED INSULATION REMARKS SEAL LEVEL INSULATION TYPE JACKET ®1`� �J PIPING, ABOVE SMALLER 250°F. COPPER TUBING, ASTM OR CDA'S COPPER TUBE HAND MSS SP-110, 150 PSI SWP, 600 PSI CWP, R-VALUE POPE GROUND B 88, TYPE"L" BOOK, FLUX ASTM B 813, LEAD TWO-PIECE, FULL PORT, BRONZE TRIM; SUPPLY & RETURN, RECTANGLUAROR SHEET METAL, UP TO 3"W.C. B R-6 FIBERGLASS, FSK, ASTM C - C!!2• �, •firr vr, FREE SOLDER ASTM B 32 INDOORS, CONDITIONED ROUND AS G60 ASTM C 553 1136 TYP II CHECK VALVES: BRONZE SWING CHECK WITH AND UNCONDITIONED INDICATED ON E II ASTM 70Maxess Road,Melville,NY11747 TYP WROUGHT-COPPER UNIONS, BRONZE DISC, CLASS 150, MSS SP-80, TYPE 3; SPACES PLANS TYP TYPE III 631.427.5665•nelsonpope.com ASME B16.22 GLOBE VALVES (THROTTLING SERVICE): SUPPLY & RETURN, RECTANGLUAROR SHEET METAL, UP TO 3"W.C. B R-8 FIBERGLASS, FSK, ASTM C - BRONZE CLASS 125, MSS SP-80 TYPE 1, 200 PSI UNINSULATED ATTICS ROUND AS G90 ASTM C 553 1136, TYP II CONSULTANT AT 250°F.; INDICATED ON TYPE II, ASTM REFRIGERANT PIPING ALL 500 PSI AT 250 HARD DRAWN TEMPER BRAZING FILLER METALS: AWS PLANS 1290 TYPE III DEG. COPPER TUBING, ASTM A5.8/A5.8M. SUPPLY& RETURN, RECTANGLUAROR SHEET METAL, UP TO 3"W.C. B R-8 FLEXIBLE LAMINATED - B280, TYPE "L(ACR)" OUTDOORS ROUND AS G90 CLOSED-CELL ALUMINUM OR WROUGHT-COPPER FITTINGS INDICATED ON ELASTOMERIC FIELD APPLIED AND UNIONS, ASME 616.22 PLANS INSULATION, ALUMINUM CONDENSATE DRAIN NPS 3/8" 125 PSI AT COPPER TUBING, ASTM SOLDERED JOINTS ASTM B 828 USE FOR COOLING ASTM C534,TYPE I PIPING FOR 150°F. B306, TYPE DWV OR CDA'S COPPER TUBE HAND COILS ERV OUTDOOR AIR(OA), RECTANGLUAROR SHEET METAL, 2"W.C. B R-8 (OA) FIBERGLASS FSK, ASTM C PUMPED BOOK, FLUX ASTM B 813, LEAD RETURN AIR (RA), FRESH ROUND AS G60 R-6 (FA, EA) 1136, TYP II FREE SOLDER ASTM B 32 NPS 3/4" & AIR(FA), EXHAUST AIR INDICATED ON UNINSULATED LARGER WROUGHT-COPPER FITTINGS (EA) PLANS (RA) FOR EXHAUST, INDOORS RECTANGLUAROR SHEET METAL, UP TO 3"W.C. B - - - - GRAVITY ROUND AS G60 INSTALLATION REQUIREMENTS INDICATED ON PLANS 1. INSTALL DIELECTRIC FITTINGS AT JOINTS OF DISSIMILAR METAL PIPE: UNIONS, ASSE1079, 150 PSIG, SOLDER-JOINT COPPER ALLOY AND THREADED FERROUS END CONNECTION. EXHAUST, OUTDOORS RECTANGLUAR OR SHEET METAL, UP TO 3"W.C. C - - - - ROUND AS G90 INDICATED ON PLANS HVAC PIPING INSULATION SCHEDULE EXHAUST, KITCHEN, RECTANGLUAROR SHEET METAL, 2"W.C. B - - - - CONDUCTIVITY RESIDENTIAL ROUND AS G60, MIN. NO. 26 (Btu/in.h x ft2 x°F) @ PIPE SIZE - INDICATED ON GAGE APPLICATION /LOCATION INSULATION MATERIAL MEAN RATING JACKET INSULATION THICKNESS REMARKS PLANS KEY PLAN TEMP EXHAUST, CLOTHES SEMI-RIGID ROUND SHEET METAL, 10"W.C. (POS) B - - - SUPPORT DUCT AT 4' HOT WATER HEATING FLEXIBLE CLOSED CELL 0.25-0.29 @ 125°F - UP TO 1-1/4" PIPE - 1.5"THICK - DRYER, RESIDENTIAL FLEXIBLE, G60, MIN. NO. 26 1"W.C. (NEG) INTERVALS. PIPE, ABOVE GROUND, ELASTOMERIC OVER 1-114" PIPE -2.0"THICK NON-INSULATED GAGE LIMIT EXHAUST DUCT RUN 141 OF -200°F INSULATION, ASTM C534, TO 35'. TYPE [ NOTES: REFRIGERANT, COOLING FLEXIBLE CLOSED CELL 0.21 -0.27 @ 75°F - UP TO 1-3/8" PIPE -0.5"THICK PROVIDE ELASTOMERIC INSULATION 1. INSULATION SHALL BE APPLIED EXTERNALLY TO DUCTWORK. INTERNAL LINING IS NOT ACCEPTABLE. ONLY SYSTEMS, ELASTOMERIC OVER 1-3/8" PIPE - 1.0"THICK WITH SELF-SEAL LAP SEAL TAPE. 2. METAL AND FLEXIBLE DUCT FABRICATION, JOINTS, SEAMS, AND FITTINGS SHALL COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS- METAL AND FLEXIBLE" N INDOORS INSULATION, ASTM C534, 3. METAL DUCT GAGE SHALL BE AS PER SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" TYPE I 4. PERFORM DUCT TIGHTNESS AND LEAKAGE TESTING PER ENERGY CODE REQUIREMENTS. CONDENSATE DRAIN FLEXIBLE CLOSED CELL 0.21 -0.27 @ 75°F 0.5"THICK NFROM COOLING COILS, ELASTOMERIC O. REVISIONS DATE ABOVE GROUND INSULATION, ASTM C534, TYPEI INSTALLATION REQUIREMENTS 1. INSULATE OVER FITTINGS, VALVES, STRAINERS, FLANGES, UNIONS, AND OTHER SPECIALTIES. 2. COORDINATE WITH HANGER AND SUPPORT SCHEDULE FOR INSULATION REQUIREMENTS AT HANGERS AND SUPPORTS. 3. INSULATE PIPE THROUGH WALL AND FLOOR PENETRATIONS, UNLESS OTHERWISE NOTED. 4. INSTALL ADHESIVES AND MASTICS AS RECOMMENDED BY THE MANUFACTURER. AIR-COOLED CONDENSING UNIT SCHEDULE NO. ISSUED DATE COOLING CAPACITY ELECTRICAL DATA DESIGNATION SERVICE MANUFACTURER* MODEL* NO. OF STAGES REFRIGERANT TOTAL SENSIBLE STARTER MOUNTING DISCONNECT REMARKS NOM. TONS SEER COOLING COOLING V/PH/CY MCA MOP (MBH) (MBH) 7-DAY CONC. PAD, 60A SAFETY SWITCH, _ ACCU-1 FIRST FLOOR RHEEM RA1660AJlNA 1 R410A 5 15 53.6 43.3 230/1/60 34 50 PROGRAMMABLE OUTDOORS BY E.C. THERMOSTAT 7-DAY CONC. PAD, 60A SAFETY SWITCH, _ ACCU-2 SECOND FLOOR RHEEM RA1648J1NA 1 R410A 4 16 40.4 34.7 230/1/60 25 40 PROGRAMMABLE OUTDOORS BY E.C. THERMOSTAT *MANUFACTURER AND MODEL ARE BASIS OF DESIGN; CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE SPLIT SYSTEM AIR HANDLING UNIT DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE NOMINAL AIRFLOW EAT LAT TOTAL SENSIBLE ELECTRICAL DATA EDUCATION LAW. INFRINGEMENTS WILL DESIGNATION SERVICE MANUFACTURER* MODEL* TONS (CFM) (°F DB/°F WB) (°F DB)/(°F WB) COOLING COOLING CONTROLLER MOUNTING DISCONNECT REMARKS BE PROSECUTED (MBH) (MBH) V/PH/CY MCA MOCP SEAL AHU-1 FIRST FLOOR RHEEM RH1T6024STANJA 5 2000 80/67 58.1 /57.6 53.6 43.3 120/1/60 6.3 15 - VERTICAL AHU STAND 15A SNAP SWITCH14 HANGER RODS W/ AHU-2 SECOND FLOOR RHEEM RH 1 T4821 STANJA 4 Fl 600 80/67 58.1 /57.6 40.4 34.7 120/l/60 6.3 15 - VIBRATION ISOLATORS 15A SNAP SWITCH - *MANUFACTURER AND MODEL ARE BASIS OF DESIGN; CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL HOT WATER COIL SCHEDULE AIR DATA HYDRONIC DATA COIL DATA OWNER DESIGNATION SERVICE MANUFACTURER* MODEL* TOTAL MBH FACE P.D. P.D. FACE AREA STARTER MOUNTING REMARKS 150 DEER RUN LLC C/O DAVEY CFM E.A.T. (°F) L.A.T. (°F) VELOCITY (IN. W.C.) GPM E.W.T. (°F) L.W.T. (°F) (FT OF H2O) NO. OF COILS TUBE DIAMETER (SQ. FT.) FINS PER INCH LAW PC (FPM) HWC-1 AHU-1 H2O COIL H2O-1-1524 57.0 2000 65 91.4 800 0.20 5 180 150 2.06 1 1/2 2.5 12 - DUCT-MOUNTED - PROJECT HWC-2 AHU-2 H2O COIL H2O-1-1224 43.1 1600 65 90.0 800 0.19 2.8 180 150 1.62 1 1/2 2 12 - DUCT-MOUNTED - NEW SINGLE FAMILY *MANUFACTURER AND MODEL ARE BASIS OF DESIGN; CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL RESIDENCE J W 560 WAGON WHEEL w OUTDOOR MAKE-UP AIR UNIT CUTCHOGUE, NY 11935 Q SUPPLY AIR STATIC ELECTRICAL DATA DUCT HEATER DATA m DESIGNATION SERVICE MANUFACTURER MODEL (CFM) PRESSURE (IN STARTER MOUNTING DISCONNECT REMARKS DRAWING TITLE N WG) FAN BHP MOTOR HP RPM V/PH FLA HEATER KW �T(°F) V/PH N N KITCHEN FAN: 20A SNAP SWITCH (BY E.C.) FANTECH MUAS SYSTEM INCLUDES SHUT-OFF � FACTORY-PROVIDED CONTROL HANGER RODS WITH VIBRATION MECHANICAL MUA-1 EXHAUST FANTECH MUAS 750 750 0.5 - - 2435 120/1 1.7 8 27 208/1 HEATER: 60A NON-FUSED DISCONNECT DAMPER, FILTER CASSETTE, MAKE-UP AIR FAN, I MAKE-UP PANEL ISOLATORS (BY E.C.) DUCT SILENCER, AND DUCT HEATER SCHEDULES CD *MAKE AND MODEL ARE BASIS OF DESIGN, CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL. 0 00 I DRAWN BY: GAL CHECKED BY: JRP i DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 00 SHEET NO. N i V) M-801 w 0 FAN SCHEDULE STATIC MOTOR DESIGNATION SERVICE MANUFACTURER* MODEL* CFM PRESSURE (IN. CONTROLLER* DISCONNECT MOUNTING REMARKS WG) FAN BHP MOTOR HP RPM V/PH/A NELSON + POPE F-1 BATHROOMS NUTONE QTN130E 130 0.1 - - 1500 120/111.5 LIGHT SWITCH LIGHT SWITCH HANGER RODS W/VIBRATION ISOLATORS 70Maxess Road,Melville,NY11747 *MAKE AND MODEL ARE BASIS OF DESIGN. CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL. 631.427.5665*nelsonpope.com CONSULTANT COMBINATION HOT WATER BOILER / HOT WATER HEATER SCHEDULE HEATING HOT WATER DATA DOMESTIC HOT WATER DATA GAS BURNER DATA COMBUSTION AIR INTAKE VENT TOTAL HEAT MAX RELIEF MINIMUM MANUFACTURER/ CAPACITY OPERATING EFFICIENCY MAX HEATING HEATING HEAT GAS OPERATING DESIGNATION SERVICE LOCATION VALVE SET FLOW FLOW GAS HEAT FIRING AT DISCONNECT REMARKS MODEL* INPUT PRESSURE AT RATED CAPACITY CAPACITY EWT LWT EXCHANGER SUPPLY POINT(PSIG) RATE RATE EWT (°F) LWT(° ) GAS TYPE CONTENT RATED SIZE (IN.) MATERIAL SIZE (IN.) MATERIAL WEIGHT(LBS) (MBH) (PSIG) LOAD (o ) INPUT OUTPUT (°F) (°F) HEAD LOSS PRESSURE (GPM) (MBH) (MBH) (FT) (GPM) (BTU/CU FT) LOAD (CFH) (IN. WC) CBWH-1 BUILDING BASEMENT NAVIEN 210 150 30 95 5 150 138 150 150 10 5.4 50 120 LPG 2500 84 8-13.5 3" PP 3" PVC 102 20A SNAP SWITCH PROVIDE MANUFACTURER'S HEAR/D\NH NCB-250/150H STANDARD CONCENTRIC VENT KIT *MANUFACTURER AND MODEL ARE BASIS OF DESIGN; CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL NOTE: CONTRACTOR SHALL PROVIDE MANUFACTURER'S STANDARD BOILER TRIM &CONDENSATE NEUTRALIZER KIT KEY PLAN HWR HWR HWR HWR HWR HWR HWR O O P P o N O rn HWS -- HWS HWS O ti\—,11-/j F_ O = HWC NO. REVISIONS DATE 2 /4" CBWH O 1 = HWR HWR F (R HWR HWR HWR O 3/4� can � P P � O " �-- HWS HWS O 314 O � HWC 1" HWS HWS HWS NO. ISSUED DATE HWR HWR HWR 1" HWR HWR HWR HWR AIR SEPARATOR P HWS HWS HWS HWS HWS NJI H� --- —� MAKE-UP WATER PRV 1 THESE PLANS ARE AN INSTRUMENT OF EXPANSION TANK _ 3/4" SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED HYDRONIC PIPING SCHEATIC SEAL SCALE: NTS t OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT NEW SINGLE FAMILY RESIDENCE U J W 560 WAGON WHEEL w CUTCHOGUE, NY 11935 Q CD m DRAWING TITLE N MECHANICAL 00 SCHEDULES AND RISER DIAGRAM N O 00 I DRAWN BY: GAL CHECKED BY: JRP i a_ DATE: 8/9/22 SCALE: AS NOTED / PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 00 SHEET NO. N / U M-802 of a_ C� ABBREVIATIONS SYMBOLS PLUMBING SYSTEMS COMMISSIONING NOTES A AMPERE RM ROOM CO CLEANOUT DECK PLATE (PLAN SYMBOL) COORDINATION OF TRADES NOTES: AFF ABOVE FINISHED FLOOR RPM REVOLUTIONS PER MINUTE 1. CONTRACTOR SHALL PERFORM FUNCTIONAL PERFORMANCE TESTING FOR AHC ABOVE HUNG CEILING RPZ REDUCED PRESSURE ZONE DEVICE ALL NEW AND MODIFIED DOMESTIC HOT WATER SYSTEMS, INCLUDING: WATER 1. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE NELSON + POPE CO HEATERS, CIRCULATORS, THERMOSTATIC MIXING VALVES, AND CONTROLS. ELECTRICAL AND FIRE ALARM PLANS SHALL BE THE RESPONSIBILITY OF THE AWG AMERICAN WIRE GAUGE SAN SANITARY o CLEANOUT DECK PLATE (RISER SYMBOL) TEST FOR OPERATION IN ACCORDANCE WITH THE MANUFACTURER'S ELECTRICAL CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY .W • •r� �, B BOILER SCFM CFM, STANDARD CONDITIONS SPECIFICATIONS, AND TEST FOR PERFORMANCE SPECIFIED. THE OWNER FOR FIRE ALARM WORK. 70Maxess Road,Melville,NY11747 BFP BACKFLOW PREVENTER SD STORM DRAIN HCO CLEANOUT WALL PLATE 631.427.5665•nelsonpope.com 2. SET WATER HEATER SUPPLY TEMPERATURE, AND THERMOSTATIC MIXING 2. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE BLDG BUILDING SF, SQ FT SQUARE FEET VALVE TEMPERATURES AS SPECIFIED. PLUMBING AND FIRE SPRINKLER PLANS SHALL BE THE RESPONSIBILITY OF THE BOP BOTTOM OF: PIPE SP SUMP PUMP O FLOOR DRAIN (PLAN SYMBOL) PLUMBING CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY CONSULTANT FD 3. CONTRACTOR SHALL SUBMIT A REPORT PRIOR TO FINAL PROJECT THE OWNER FOR FIRE SPRINKLER WORK. SHOULD A SEPARATE FIRE SPRINKLER B BOTTOM OF STEEL SP HT SPECIFIC HEAT COMPLETION. REPORT SHALL INCLUDE: CONTRACTOR BE RETAINED, THE FIRE SPRINKLER CONTRACTOR'S WORK SHALL BTTUU BRITISH THERMAL UNIT SPEC SPECIFICATION FD START IMMEDIATELY DOWNSTREAM OF THE BACKFLOW PREVENTER INSTALLED BTUH BTU PER HOUR SQ SQUARE o FLOOR DRAIN (RISER SYMBOL) a. SYSTEM OPERATING CONDITIONS AFTER ADJUSTMENTS HAVE BEEN BY THE PLUMBING CONTRACTOR. q CENTERLINE SS STAINLESS STEEL MADE. Fs FLOOR SINK PLAN SYMBOL 3. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE C CONDUIT STD STANDARD ( ) b. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. MECHANICAL PLANS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CENTRIF CENTRIFUGAL TEMP TEMPERATURE CONTRACTOR, UNLESS OTHERWISE NOTED. CLG CEILING TP TRAP PRIMER o FLOOR SINK(RISER SYMBOL) CO CLEAN OUT TYP TYPICAL 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE PLANS AND SPECIFICATIONS FOR WORK BY OTHER TRADES TO IDENTIFY WHERE COWP CO DP CLEAN OUT WALL PLATE V VOLTS CLEAN OUT DECK PLATE URN URINAL FLD FUNNEL DRAIN (PLAN SYMBOL) PLUMBING FIXTURE MOUNTING HEIGHTS COORDINATION OF WORK IS REQUIRED. CT COOLING TOWER VAR VARIABLE WATER CLOSET SEAT 17"- 19" 5. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL LINE VOLTAGE POWER FLD CU FT CUBIC FOOT VEL VELOCITY FUNNEL DRAIN (RISER SYMBOL) WATER CLOSET, CHILDREN'S SEAT 11"- 17" WIRING TO EQUIPMENT FURNISHED AND INSTALLED BY OTHER TRADES. g CU IN CUBIC INCH VFD VARIABLE FREQUENCY DRIVE 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR URINAL RIM 1'-5" THE LINE VOLTAGE POWER WIRING OF SEPARATE MOTOR STARTING AND/OR CV CONTROL VALVE VLV VALVE H HB HOSE BIB DCV DOUBLE CHECK VALVE VOL VOLUME WALL HUNG LAVATORY 2'-10" CONTROL EQUIPMENT, AND SHALL PERFORM ALL LINE VOLTAGE POWER WIRING TO THE STARTER/CONTROLLER AND TO THE MOTOR/EQUIPMENT. DCW DOMESTIC COLD WATER VTR VENT THROUGH ROOF SHOWER/ BATH TUB CONTROLS 2'-6" �—� FFHB FROST FREE HOSE BIB DEG/° DEGREES W WATT, WIDTH DRINKING FOUNTAIN SPOUT, WHEELCHAIR ACCESSIBLE 3'-0" 7. THE PLUMBING AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DF DRINKING FOUNTAIN WC WATER CLOSET DRINKING FOUNTAIN SPOUT, STANDING PERSONS 3'-6" REVIEWING THE FIRE ALARM PLANS REGARDING MONITORING AND CONTROL OF DHW DOMESTIC HOT WATER WCT WATER CLOSET WITH FLUSH TANK H WH WALL HYDRANT THEIR EQUIPMENT BY THE FIRE ALARM CONTROL PANEL. THE PLUMBING AND WASHING MACHINE OUTLET BOX(TOP OF BOX) 3'-10" MECHANICAL CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE DHWC DOMESTIC HOT WATER CIRCULATION WCV WATER CLOSET WITH FLUSH VALVE ELECTRICAL CONTRACTOR REGARDING FIRE ALARM DEVICES. KEY PLAN DHWS DOMESTIC HOT WATER SUPPLY WG WATER GAUGE F—{WH-DT WALL HYDRANT, DUAL-TEMP 8. THE GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL DIA, 0 DIAMETER WH WATER HEATER, WALL HYDRANT CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL DN DOWN WH-DT DUAL TEMP WALL HYDRANT H WH-I WALL HYDRANT, INDOORS LOW VOLTAGE CONTROL DEVICES AND ALL LOW VOLTAGE AND CONTROL WIRING DWG DRAWING WH-I INDOOR WALL HYDRANT AND PATHWAYS FOR EQUIPMENT INSTALLED UNDER THEIR CONTRACT. THE EC ELECTRICAL CONTRACTOR WHA WATER HAMMER ARRESTOR GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL EFF EFFICIENCYLiJ WATER HAMMER ARRESTOR CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING CONTROL VOLTAGE TRANSFORMERS FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. THE N EL ELEVATION VENT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONTROL ELEC ELECTRIC VENT THROUGH ROOF VOLTAGE TRANSFORMERS AND ALL LINE VOLTAGE WIRING OF TRANSFORMERS, EWH ELECTRIC WATER HEATER LOW VOLTAGE CONTROL DEVICES, AND EQUIPMENT. EWT ENTERING WATER TEMPERATURE E — WELDED CAP OR BLIND FLANGE 9. THE PLUMBING CONTRACTOR AND MECHANICAL CONTRACTOR SHALL BE NO. REVISIONS DATE EXP EXPANSION TANK RESPONSIBLE FOR FURNISHING MOTOR STARTERS FOR EQUIPMENT INSTALLED FC FLEXIBLE CONNECTOR UNDER THEIR CONTRACT, UNLESS OTHERWISE INDICATED. THE ELECTRICAL �— PIPE UP/ DOWN CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MOTOR STARTERS FD FLOOR DRAIN FURNISHED BY OTHERS, AND ALL LINE VOLTAGE WIRING . FIN FL FINISHED FLOOR FFHB FROST-FREE HOSE BIB ® PIPE RISER FLA FULL-LOAD AMPERES GENERAL PLUMBING NOTES: FLD FUNNEL DRAIN FLEXIBLE CONNECTOR 1. THE CONTRACTOR SHALL BE LICENSED BY THE AUTHORITY HAVING FLR FLOOR JURISDICTION. FOH FEET OF HEAD e CONNECT TO EXISTING FPM FEET PER MINUTE 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL BUILDING NO. ISSUED DATE FPS FEET PER SECOND CODE, AND ITS REFERENCED CODES AND STANDARDS. � METER FS FLOOR SINK 3. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE ENGINEER AND FT FLOOR TROUGH THE AUTHORITY HAVING JURISDICTION. G GAS PUMP 4. DRAWINGS, PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION GA GAUGE EQUIPMENT TAG AND ARRANGEMENT OF PIPING SYSTEMS. INDICATED LOCATIONS AND GAL GALLON #: EQUIPMENT NUMBER/TYPE EQUIPMENT ABBREVIATION ARRANGEMENTS WERE USED TO SIZE PIPING, AND FOR OTHER DESIGN GC GENERAL CONTRACTOR xxx CONSIDERATIONS. INSTALL PIPING AS INDICATED UNLESS DEVIATIONS TO # #:GPH GALLONS PER HOUR SEE ASSOCIATED EQUIPMENT SCHEDULE LAYOUT ARE APPROVED ON COORDINATION DRAWINGS. GPM GALLONS PER MINUTE 5. MATERIALS AND EQUIPMENT SHALL BE INSTALLED ONLY WITH APPROVAL OF THE HB HOSE BIB VALVES ENGINEER. APPROVED MATERIALS ARE ASSUMED TO BE FOR USE IN HD HEAD ACCORDANCE WITH THE CONTRACT DOCUMENTS ONLY. DEVIATION FROM THE THESE PLANS ARE AN INSTRUMENT OF SPECIFIED APPLICATION SHALL BE SUBMITTED FOR REVIEW WITH MATERIAL SERVICE AND ARE THE PROPERTY OF HP HORSEPOWER, HEAT PUMP HT HEIGHT It 3-WAYVALVE SUBMITTALS. NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE HW HOT WATER 6. INSTALL PIPING CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL DOCUMENTS ARE A VIOLATION OF �Q AUTOMATIC BALANCING VALVE CONTACT BY BUILDING OCCUPANTS. CONCEAL PIPING WITHIN FINISHED WALLS, SECTION 7209 OF THE NEW YORK STATE HX HEAT EXCHANGER CEILINGS AND FLOORS. EXPOSED PIPING IS ACCEPTABLE IN SERVICE AREAS. EDUCATION LAW. INFRINGEMENTS WILL HZ HERTZ WHERE EXPOSED, INSTALL PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING BE PROSECUTED ID INSIDE DIAMETER I51 BALL VALVE WALLS. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL, AND COORDINATE WITH OTHER SERVICES SEAL INV INVERT OCCUPYING THAT SPACE. IPS IRON PIPE SIZE BUTTERFLY VALVE IW INDIRECT WASTE 7. INSTALL LISTED AND MARKED STEEL PLATES TO PROTECT PIPING INSTALLED IWH INDIRECT WATER HEATER I LESS THAN 1-1/4" FROM THE EDGE OF A WOOD STUD. , I �.J CHECK VALVE KW KILOWATT 8. INSTALL NON-METALLIC GROMMETS WHERE COPPER AND NON-METALLIC PIPING L LENGTH PASSES THROUGH STEEL STUDS. LAV LAVATORY DOUBLE CHECK VALVE _ 9. THE CONTRACTOR SHALL PURGE AND DISINFECT ALL NEW DOMESTIC PLUMBING LF LINEAR FEET PIPING, AND ANY AFFECTED EXISTING PIPING, IN ACCORDANCE WITH THE LPG LIQUID PROPANE GAS DRAIN VALVE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. LWT LEAVING WATER TEMPERATURE OWNER MBH THOUSAND BTU PER HOUR 10. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH 150 DEER RUN LLC C/O DAVEY GAS COCK THE MANUFACTURER'S WRITTEN INSTRUCTIONS. M METER f LAW PC MC MECHANICAL CONTRACTOR 11. COLOR AND FINISH SELECTION FOR MATERIALS, FIXTURES, AND EQUIPMENT MFG MANUFACTURER GATE VALVE SHALL BE BY THE OWNER FROM THE MANUFACTURER'S FULL PRODUCT RANGE. PROJECT MTR MOTOR 12. CONTRACTOR SHALL PROVIDE DEMONSTRATION AND TRAINING TO THE OWNER NEW SINGLE FAMILY MV MIXING VALVE GLOBE VALVE FOR ALL EQUIPMENT AND SYSTEMS INSTALLED. CONTRACTOR SHALL PERFORM RESIDENCE Q ALL SYSTEM PROGRAMMING, AND PROVIDE A REPORT OF ALL OPERATING N/C NORMALLY CLOSED PARAMETERS TO THE OWNER. CONTRACTOR SHALL PROVIDE A WRITTEN N/O NORMALLY OPEN MIXING VALVE MAINTENANCE SCHEDULE TO THE OWNER THAT IDENTIFIES ALL w NIC NOT IN CONTRACT MANUFACTURER'S RECOMMENDED MAINTENANCE. 560 WAGON WHEEL w NO NUMBER CUTCHOGUE, NY 11935 Q MOTORIZED 2-WAY VALVE 13. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THROUGH CD NPT NATIONAL PIPE THREAD PENETRATION FIRE STOPPING OR ALL PENETRATIONS THROUGH m NTS NOT TO SCALE FIRE-RESISTANCE-RATED CONSTRUCTION. PROVIDE THE SPECIFIED SYSTEM OR DRAWING TITLE N OD OUTSIDE DIAMETER PRESSURE-REDUCING VALVE THE APPROPRIATE LISTED SYSTEM. N PLUMBING P PUMP 00 PC PLUMBING CONTRACTOR W SOLENOID VALVE ABBREVIATIONS, I PD PRESSURE DROP LEGENDS, AND NOTES �_ PRESS PRESSURE TEMPERATURE & PRESSURE RELIEF VALVE c' 0 PRV PRESSURE REDUCING L E DRAWN BY: GAL CHECKED BY: JRP j PSI POUNDS PER SQUARE INCH DATE: 8/9/22 SCALE: AS NOTED i PSD PUMP SUCTION DIFFUSER TRIPLE DUTY VALVE PROJECT#: N22XO85 RD ROOF DRAIN 0 RD-DC ROOF DRAIN DOWNSPOUT COVER III UNION TAX MAP#: 1000108000300009004 00 RECIRC RECIRCULAT(-E, -ION) u SHEET NO. N READ REQUIRED Y-STRAINER P-001CD NELSON + POPE 70 Maxess Road,Melville,NY 11747 631.427.56659 nelsonpope.com ROOF CONSULTANT LAV WASHER SINK LAV LAV LAV LAV W.C. o • W.C. W.C. F (a TUB TUB \ DRYER SECOND FLOOR1��jl SHOWER I HOWER \ o . 3/4" 3/41� o/4" 3/4" 3/4" 1/2" 1/2" /4" /4" 1/2" 1/2" 3/4" 3/4" 3/4" 3/4" 1/2" 1/2" 1/2" /2" 3/4" 3/4" 3/4" 1/2" 1/2" 3/4" \SECOND FLOOR 8 CFH DCW I I I I 3/4" \ 1l2" \ cn o \ o 0 0 250 GAL LPG TANK \ _ o BY OTHERS LPG 3/4 = chl/2 v1/2 /4 3/4 u3/2 1/2" 3/4 3/4 g 23/4 v3/4�3/4 3/4 cn n3/4 r /4 v3/4 cn3/4 03/4 1/2 cn v1/2 G) \ RANGE o = o = cn o _ * o = = o cn >1/2" p cn p p FRIDGE p pcDi� 2 = n ?� \ o o I \ �H JISH \ LAV LAV AV I WASHER SINK INK SIN \FIRST FLOOR 0000•o„ 0 a D 52 CFH D KEY PLAN w.c. o � w.c. o o = w.c. \ 1/2" cn o \ FIRST FLOOR: o SHOWER 1/2" \ GAS 3/4„GAS GAS GAS GAS DCW 3/4" wH TIC HOT WATER \ LJ :ULATION PUMP o \ I BNUH N 1 0 \BASEMENT wH \ 84 CFH NO. REVISIONS DATE BASEMENT COMBINATION CONDENSING HOT WATER 1-1/4" HEATER/BOILER. SEE MECHANICAL SCHEDULES FOR MORE INFORMATION DOMESTIC RISER DIAGRAM LIQUID PROPANE GAS RISER DIAGRAM NO. ISSUED DATE 1 2 SCALE: NTS SCALE: NTS I(VENT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE I2 DOCUMENTS ARE A VIOLATION OF 2" 211 SECTION 7209 OF THE NEW YORK STATE T ' II T I I I I I I EDUC ATION LAW. INFRINGEME NTS WILL 1-1/4" 1-1/4" 1-1/4" 1/4" -1/4" 14 BE PROSECUTED 1-1/4" 1-1/4 2 1-1/4 -112" 11/4 1-114 WASHER SIIK SEAL LAV LAV V LAV W.C. I o • I W.C. I W.C. z . TUB I I TUB SECOND FLOOR I SHOWER SHOWER 4„ 2" 1-1/2" 1-1/2" 2" 2„ 2, 2, 1-1/2" 1-1/2" 2" 1-1/2" ` tpJ Of 4" 4" 2" OWNER 2" 2" - 1- - - 150 DEER RUN LLC C/O DAVEY 2" 1-1/2" Tl-1/4" 1-1/2" T2" 1-1/2" 1-1/2" 2" 1-1/2" 1-1/2" LAW PC 4I I ► I I DISH LAV LAV I WASHER SINK SINK I SINK LAV 0000,o„ W.C. W.C. o W.C. PROJECT NEW SINGLE FAMILY FIRST FLOOR 7 1 17RESIDENCE Q SHOWER 4" 1-1/2" 2" 1-1/2" 4" Lr 2" 2" 2" 4" 2" 1-1/2" Lu 560 WAGON WHEELElf W CUTCHOGUE, NY 11935 4" 4" } m DRAWING TITLE N N BASEMENT PLUMBING RISERS °° DIAGRAMS 0 0 DRAWN BY: GAL CHECKED BY: JRP i m DATE: 8/9/22 SCALE: AS NOTED CD 0 SANITARY RISER DIAGRAM PROJECT#: N22XO85 TAX MAP #: 1000108000300009004 3 SHEET NO. SCALE: NTS 00 i P-701 CD w DOMESTIC PLUMBING SCHEDULE PLUMBING PIPING INSULATION SCHEDULE PIPE HANGER AND SUPPORT SCHEDULE APPLICATION/ APPLICATION/ CONDUCTIVITY PIPE SIZE- HANGER AND SUPPORT SPACING SIZE RANGE MATERIAL FITTINGS VALVES REMARKS INSULATION MATERIAL s JACKET REMARKS LOCATION LOCATION (Btu/in.h x ft xo F) INSULATION THICKNESS PIPE PIPE SIZE HORIZONTAL SPACING HANGER ROD 0 VERTICAL SUPPORTS WATER SERVICE PIPE ;3/4"-3" COPPER, TYPE W SOFT COMPRESSION CURB VALVE: 2"AND LESS, PROVIDE A VALVE KEY DOMESTIC HOT FLEXIBLE 0.21 -0.28 - UP TO 1-114" PIPE - 1.0"THICK - TUBE, ASTM B88 FITTING, AWWA C800 BRONZE BODY, AWWA C800; TO THE OWNER WATER, INDOORS, CLOSED-CELL OVER 1-114" PIPE - 1.5"THICK COPPER UP TO 3/4" 5' 3/8" EVERY 10', VALVE BOX: CAST IRON, ABOVE GROUND ELASTOMERIC 1"- 1-1/4" 6' 3/8" AT BASE OF PIPE, AWWA M44, INDICATOR POSTS INSULATION, ASTM AT EACH FLOOR NELSON "PhOr *�, 9 FOR VALVES 4"AND LARGER C534, TYPE I 1-1/2"-2" 8' 3/8" `"` '� PEX UP TO 3/4" 6' 3/8" EVERY 5' 70 Maxess Road,Melville,NY 11747 DOMESTIC COLD FLEXIBLE 0.21 -0.27 - UP TO 1-114" PIPE -0.5"THICK INSULATE FIRST 8'OF PIPE 631.427.5665*nelsonpope.com WATER, INDOORS, CLOSED-CELL OVER 1-114" PIPE - 1.0"THICK CONNECTED TO STORAGE 1"-3" 8' 3/8„ AT BASE OF PIPE, ABOVE GROUND ELASTOMERIC WATER HEATER OR AT EACH FLOOR INSULATION, ASTM STORAGE TANK. CAST-IRON 1-1/2"-2" 5' 3/8" EVERY 15', CONSULTANT BUILDING 1/2"-3" PEX-a , ASTM F876. COLD-EXPANSION, BALL VALVE: 2"AND LESS, USE COPPER C534, TYPE I AT BASE OF PIPE, DISTRIBUTION PIPE F877 THERMOPLASTIC BARB TWO-PIECE FULL PORT, STUB-OUT THROUGH 3" 5' r1l " AT EACH FLOOR FITTINGS, ASTM F1960 COPPER ALLOY, 600 PSI CWP, WALL FOR FIXTURE SANITARY WASTE PREFORMED 0.21 -0.28 FIELD APPLIED 1.5"THICK PROVIDE HEAT TAPE MSS SP-110; SUPPLY CONNECTOR. EXPOSED TO FIBERGLASS PVC JACKET, MATERIAL SCHEDULE COLD-EXPANSION, GATE VALVE: 2-1/2"AND FREEZING INSULATION, ASTM ASTM D1784, MATERIALS CONDITIONS C552, TYPE II, CLASS 1 CLASS 16354-C PIPE MATERIAL SERVICE APPLICATION COPPER ALLOY LARGER, BRONZE, NRS, HANGER/SUPPORT ROD ATTACHMENT FITTINGS, ASTM F1960 BRONZE SEAT, 200 PSI, MSS INSTALLATION REQUIREMENTS FOR CONNECTION TO SP-80, TYPE 1; A STEEL GENERAL SERVICE GALV. GALV. GALV. DISSIMILAR PIPING SWING CHECK: 2"AND LESS, 1. INSULATE OVER FITTINGS, VALVES, STRAINERS, FLANGES, UNIONS, AND OTHER SPECIALTIES. BRONZE, CLASS A MSS 2. COORDINATE WITH HANGER AND SUPPORT SCHEDULE FOR INSULATION REQUIREMENTS AT HANGERS AND SUPPORTS. NON-METALLIC GENERAL SERVICE VINYL COATED GALV. GALV. BRON BRON 3. INSULATE PIPE THROUGH WALL AND FLOOR PENETRATIONS, UNLESS OTHERWISE NOTED. COPPER GENERAL SERVICE COPPER COPPER OR SS GALV. 2-1/2"AND LARGER, IRON, 4. INSTALL ADHESIVES AND MASTICS AS RECOMMENDED BY THE MANUFACTURER. INSTALLATION REQUIREMENTS CLASS 125, MSS SP-71 TYPE I; UNDERGROUND <3/4"-2" MANUFACTURED USE FITTINGS AS - - 1. INSULATED PIPING: CLAMP AROUND INSULATION. USE HANGER SHIELD WITH SUSPENDED PIPING. USE PIPE BUILDING ASSEMBLY OF SPECIFIED BY THE PIPE INSULATION COUPLING, KLO-SHURE, OR APPROVED EQUAL FOR STRUT-MOUNTED HORIZONTAL AND VERTICAL PIPING. DISTRIBUTION PIPE POTABLE PEX WITH MANUFACTURER 2. INSULATED PIPING - FLUID BELOW AMBIENT TEMPERATURE: USE THERMAL-HANGER SHIELD INSERT WITH CLAMP FOAM INSULATION AND FUEL GAS PLUMBING SCHEDULE (LESS THAN 60 PSI) SIZED TO MATCH OD OF INSERT. CORRUGATED 3. USE ROLLERS FOR HORIZONTAL STRAIGHT PIPE RUNS EXCEEDING 100'. WEATHERPROOF HDPE 4. INSTALL VIBRATION SPRING ISOLATOR WHERE PIPE IS CONNECTED TO VIBRATING EQUIPMENT OR WHERE REQUIRED. JACKET ASTM F876, APPLICATION/ SIZE 5. INSTALL SUPPORTS WITH NON-METALLIC, NON-PENETRATING BASE FOR INSTALLATION ON ROOF TOP. F877. LOCATION RANGE MATERIAL FITTINGS VALVES/SPECIALTIES REMARKS FIXTURE SUPPLY 3/8" FLEXIBLE STAINLESS THREADED STOP VALVE: CHROME USE WHERE NOT CONNECTOR STEEL BRAID OVER PLATED BRASS, EXPOSED. PROVIDE ABOVE GROUND, 1/2"-4" STEEL, SCHEDULE 40, JOINTS: THREADED FOR 4" BALL VALVES: FOR PIPE 2" - NON-METALLIC TUBE, QUARTER-TURN BALL-TYPE CHROME PLATED INSIDE ASTM A53 TYPE E AND LESS, WELDED OR AND LESS, BRONZE, CLASS ASME Al12.18.6 VALVE, ASME Al 12.18.1, NSF BRASS ESCUTCHEON GRADE B FLANGED GREATER FOR 4" 125, THREADED ENDS, ASME KEY PLAN 61, 125 PSI CWP, ANGLE OR AT WALL. AND LARGER; B16.33; STRAIGHT CONFIGURATION; MALLEABLE IRON THREADED PLUG VALVES: FOR PIPES WASHING MACHINE 3/4" FLEXIBLE STAINLESS THREADED - - FITTINGS: CLASS 150, ASME 2-1/2"AND LARGER, IRON CONNECTOR STEEL BRAID OVER B16.3; BODY AND PLUG, NON-METALLIC TUBE, STEEL THREADED FITTINGS: LUBRICATED PLUG, CLASS ASME Al12.18.6 ASME B16.11 200, THREADED ENDS, ASME UNIONS: MALLEABLE IRON, B16.38 CLASS 150,ASME B16.39; Y-PATTERN STRAINER: ASTM N FLANGES: STEEL, ASME A126, CLASS B, CAST IRON B16.5; BODY, 40 MESH SS STRAINER INSTALLATION REQUIREMENTS STEEL WELDING FITTINGS: 1. INSTALL TRANSITION FITTINGS AT JOINTS OF DISSIMILAR PIPING. ASME B16.9 NO. REVISIONS DATE 2. INSTALL DIELECTRIC FITTINGS AT JOINTS OF DISSIMILAR METAL PIPE: COUPLINGS OR NIPPLES FOR PIPE 2"AND LESS. 3. INSTALL DIELECTRIC FITTINGS AT JOINTS OF DISSIMILAR METAL PIPE: FLANGES FOR PIPE 2-1/2"AND OVER. UNDERGROUND 1/2"-4" PE 2406, ASTM D2513, HEAT FUSION, ASTM D2513 - USE SDR-11 FACTORY-ASSEMBLED ASTM D2513 CAT-1 AND USDOT 1921.281, WASTE, VENT, AND DRAIN PLUMBING SCHEDULE 192.283 AND 192.375 ANODELESS RISERS APPLICATION/ SIZE RANGE MATERIAL FITTINGS REMARKS WHERE LOCATION TRANSITIONING TO ABOVE GROUND DRAIN UP TO 8" PVC, SCH. 40 DWV PVC, SCH. 40 DWV, - ABOVE-GROUND PIPE. AND VENT PIPE (SOLID), ASTM D 2665 SOCKET FITTINGS, ASTM D 2665, ASTM D USE ASTM D2513 3311; ADHESIVE CAT-1 FITTINGS FOR NO. ISSUED DATE PRIMER, ASTM F 656; TRANSITION TO SOLVENT CEMENT UNDERGROUND ASTM D 2564 METALLIC PIPE. BUILDING SEWER PIPE UP TO 8" HUB AND SPIGOT CAST COMPRESSION - DO NOT EXTEND PE IRON, ASTM A74,ASTM GASKET JOINT CAST PIPE THRU A888 IRON, ASTM A74,ASTM FOUNDATION WALLS. A888, ASME B16A ASME B16.12 FIXTURE DRAIN AS CHROME PLATED - PROVIDE CHROME INDICATED BRASS PLATED BRASS ON THE ESCUTCHEON AT PLANS WALL. PROVIDE PROTECTIVE SHIELDING PIPE THESE PLANS ARE AN INSTRUMENT OF COVERS AND SERVICE AND ARE THE PROPERTY OF ENCLOSURES ON NELSON + POPE. UNAUTHORIZED EXPOSED WASTE ALTERATIONS OR ADDITIONS TO THESE PIPING D ACCESSIBLE DOCUMENTS ARE A VIOLATION OF FIXTURES. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL INSTALLATION REQUIREMENTS BE PROSECUTED 1. INSTALL SHIELDED, NONPRESSURE TRANSITION COUPLINGS AT JOINTS OF DIFFERING PIPE. SEAL OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT NEW SINGLE FAMILY RESIDENCEco J W 560 WAGON WHEEL w CUTCHOGUE, NY 11935 Q m DRAWING TITLE N N N PLUMBING 00 SCHEDLUES 0 0 00 DRAWN BY: GAL CHECKED BY: JRP j O_ DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 Ln 0 SHEET NO. N i cn P-801 w Of 0- �a ABBREVIATIONS SYMBOLS FIRE ALARM DEVICE MOUNTING HEIGHTS ACU AIR-CONDITIONING UNIT DEVICE SYMBOLS FIRE ALARM CABLE AND PATHWAY SCHEDULE FIRE ALARM CONTROL PANEL (TOP OF BOX) 5'-0" AFF ABOVE FINISHED FLOOR FRCP FIRE ALARM CONTROL PANEL APPLICATION/ MANUAL FIRE ALARM BOXES (TOP OF BOX) 4'-0" AHC ABOVE HUNG CEILING LOCATION PATHWAY CLASS CABLE TYPE RACEWAY BOXES REMARKS AUDIBLE AND VISIBLE NOTIFICATION DEVICES (TOP OF BOX) 7'-6" LS P AHU AIR-HANDLING UNIT FOOM-1 FIRE ALARM COMMUNICATOR • 0c! FIRE ALARM, X TYPE FPLP, EMT GALVANIZED ALL FIRE ALARM WALL MOUNTED CARBON MONOXIDE DETECTOR (TOP OF BOX) 7'-0" ANN ANNUNCIATOR WHERE EXPOSED, POWER-LIMITED SHEET METAL CABLE SHALL BE 70 Maxess Road,MeMile,NY 11747 ARCS AUXILIARY RADIO COMMUNICATION BDA BI-DIRECTIONAL AMPLIFIER IN FLOORS, PLENUM FIRE TAGGED "FIRE KNOX BOX (TOP OF BOX) 4'-0" 631.427.56659nelsonpope.com SYSTEM (EMERGENCY RESPONDER RADIO THROUGH WALLS ALARM CABLE PER ALARM" IN COMMUNICATION SYSTEM) AND FLOORS, AND NFPA 70, ART. 760 JUNCTION BOXES. ATC ATTIC AWG AMERICAN WIRE GAUGE RA REMOTE ANNUNCIATOR W LLS MASONRY EXPOSED NOTES CONSULTANT B BOILER FS SMOKE DETECTOR JUNCTION BOXES BKR BREAKER IN SERVICE AREAS SHALL BE PAINTED FIRE ALARM SYSTEM BASIS OF DESIGN: BLDG BUILDING H HEAT DETECTOR RED ENAMEL. FIRE ALARM SYSTEM SHALL BE NON-PROPRIETARY HONEYWELL FIRELITE OR C CONDUIT DD DUCT DETECTOR EMT: ELECTRICAL METALLIC TUBING, ANSI C80.3 WITH NEMA FB 1 FITTINGS APPROVED EQUAL. SYSTEM SHALL BE CAPABLE OF SUPPORTING 150% OF REQUIRED CAM CAMERA ADDRESSABLE POINTS. CAT CATEGORY © PULL STATION PLANS INDICATE MODIFICATION OF EXISTING FIRE ALARM SYSTEM. EXISTING FACP CLG CEILING TO REMAIN. CONTRACTOR SHALL PROVIDE COMPATIBLE DEVICES ALL WIRING AND CKT CIRCUIT © CARBON MONOXIDE DETECTOR WITH PROGRAMMING NECESSARY. CNTR CONTROL TEMPORAL 4 PATTERN SOUNDER BASE COM FIRE ALARM COMMUNICATOR AV FIRE ALARM HORN STROBE COMM COMMUNICATIONS ❑V VISUAL ALARM DWG DRAWING COORDINATION OF TRADES NOTES: EC ELECTRICAL CONTRACTOR FT—S-1 TEMPERATURE SENSOR 1. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE ECS ELEVATOR CONTROL SWITCH ELECTRICAL AND FIRE ALARM PLANS SHALL BE THE RESPONSIBILITY OF THE EL ELEVATION ❑M MONITOR MODULE ELECTRICAL CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY ELEC ELECTRIC THE OWNER FOR FIRE ALARM WORK. EMT ELECTRICAL METALLIC TUBING ❑Y CONTROL RELAY 2. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE ENCL ENCLOSURE FK1 KNOX BOX PLUMBING AND FIRE SPRINKLER PLANS SHALL BE THE RESPONSIBILITY OF THE EXIST EXISTING PLUMBING CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY REMOTE INDICATOR LAMP THE OWNER FOR FIRE SPRINKLER WORK. SHOULD A SEPARATE FIRE SPRINKLER KEY PLAN EQPT EQUIPMENT © CONTRACTOR BE RETAINED, THE FIRE SPRINKLER CONTRACTOR'S WORK SHALL ERRCS EMERGENCY RESPONDER WATER FLOW SWITCH START IMMEDIATELY DOWNSTREAM OF THE BACKFLOW PREVENTER INSTALLED RADIO COMMUNICATION SYSTEM © (BY FIRE SPRINKLER CONTRACTOR) BY THE PLUMBING CONTRACTOR. ERV ENERGY RECOVERY VENTILATOR TAMPER SWITCH F FAN � (BY FIRE SPRINKLER CONTRACTOR) 3. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE MECHANICAL PLANS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL FA FIRE ALARM AIR PRESSURE SUPERVISORY SWITCH CONTRACTOR, UNLESS OTHERWISE NOTED. N FACP FIRE ALARM CONTROL PANEL 161 (BY FIRE SPRINKLER CONTRACTOR) 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE PLANS AND FB FLOOR BOX C92 ELECTRIC ALARM BELL SPECIFICATIONS FOR WORK BY OTHER TRADES TO IDENTIFY WHERE FC FUEL CONTRACTOR (BY FIRE SPRINKLER CONTRACTOR) COORDINATION OF WORK IS REQUIRED. NO. REVISIONS DATE FCO FUSE CUT-OUT EQUIPMENT TAG FCU FAN COIL UNIT xxx XXX: EQUIPMENT ABBREVIATION 5. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL LINE VOLTAGE POWER # #: EQUIPMENT NUMBER/TYPE WIRING TO EQUIPMENT FURNISHED AND INSTALLED BY OTHER TRADES. FD FIRE DAMPER SEE ASSOCIATED EQUIPMENT SCHEDULE FIN FL FINISHED FLOOR 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR FLA FULL LOAD AMPS DEVICE MODIFIERS THE LINE VOLTAGE POWER WIRING OF SEPARATE MOTOR STARTING AND/OR CONTROL EQUIPMENT, AND SHALL PERFORM ALL LINE VOLTAGE POWER WIRING FLR FLOOR FP FIRE PUMP AHC INSTALL ABOVE HUNG CEILING TO THE STARTER/CONTROLLER, AND TO THE MOTOR/ EQUIPMENT. FPLP POWER-LIMITED PLENUM FIRE ALARM ATC INSTALL IN ATTIC SPACE 7. THE PLUMBING AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE FIRE ALARM PLANS REGARDING MONITORING AND CONTROL OF FSD FIRE & SMOKE DAMPER LF LOW FREQUENCY, 520 HZ THEIR EQUIPMENT BY THE FIRE ALARM CONTROL PANEL. THE PLUMBING AND GC GENERAL CONTRACTOR SB SOUNDER BASE MECHANICAL CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE GEN GENERATOR WP WEATHERPROOF ELECTRICAL CONTRACTOR REGARDING FIRE ALARM DEVICES. NO, ISSUED DATE HV HEATING &VENTILATING UNIT 8. THE GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL HZ HERTZ CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL JB JUNCTION BOX LOW VOLTAGE CONTROL DEVICES AND ALL LOW VOLTAGE AND CONTROL WIRING KXH KITCHEN EXHAUST HOOD AND PATHWAYS FOR EQUIPMENT INSTALLED UNDER THEIR CONTRACT. THE GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL L LENGTH CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING CONTROL VOLTAGE LF LOW FREQUENCY TRANSFORMERS FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. THE LTG LIGHTING ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONTROL MC MECHANICAL_CONTRACTOR VOLTAGE TRANSFORMERS AND ALL LINE VOLTAGE WIRING OF TRANSFORMERS, LOW VOLTAGE CONTROL DEVICES, AND EQUIPMENT. MCM THOUSAND CIRCULAR MILS MISC MISCELLANEOUS 9. THE PLUMBING CONTRACTOR AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING MOTOR STARTERS FOR EQUIPMENT INSTALLED THESE PLANS ARE AN INSTRUMENT OF MFG MANUFACTURER UNDER THEIR CONTRACT, UNLESS OTHERWISE INDICATED. THE ELECTRICAL SERVICE AND ARE THE PROPERTY OF MLO MAIN LUGS ONLY CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MOTOR STARTERS NELSON + POPE. UNAUTHORIZED MTR MOTOR FURNISHED BY OTHERS, AND ALL LINE VOLTAGE WIRING . ALTERATIONS OR ADDITIONS TO THESE MUA MAKE-UP AIR; UNIT DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE MV MIXING VALVE EDUCATION LAW. INFRINGEMENTS WILL N/C NORMALLY CLOSED FIRE ALARM DELEGATED DESIGN AND PERMITTING: BE PROSECUTED N/O NORMALLY OPEN 1. THE FIRE ALARM PLANS INDICATE THE DESIGN INTENT AND GENERAL LAYOUT OF SEAL NEC NATIONAL ELECTRICAL CODE FIRE ALARM EQUIPMENT FOR COORDINATION AND BIDDING PURPOSES. THE NF NON-FUSED CONTRACTOR SHALL FURNISH AND INSTALL A FIRE ALARM SYSTEM PROVIDING TOTAL (COMPLETE) COVERAGE PER NFPA 72 AND THE REQUIREMENTS OF THE , NM NOT IN CONTRACT AUTHORITY HAVING JURISDICTION, INCLUDING SPACES ABOVE SUSPENDED i NM NONMETALLIC SHEATHED CABLE CEILINGS, AND OTHER SUBDIVISIONS AND ACCESSIBLE SPACES. NTS NOT TO SCALE PC PLUMBING CONTRACTOR 2. THE PLANS INDICATE THE LOCATION OF MONITORING AND CONTROL MODULES {FOR MONITORING AND CONTROL OF OTHER BUILDING SYSTEM COMPONENTS. PNL PANELBOARD ADDITIONAL MONITORING AND CONTROL MODULES MAY BE REQUIRED TO PWR POWER PROVIDE THE INPUT AND SAFETY CONTROL FUNCTIONS INDICATED IN THE RA REMOTE ANNUNCIATOR SEQUENCE OF OPERATIONS. THE CONTRACTOR SHALL PROVIDE ANY REQD REQUIRED ADDITIONAL MONITORING AND CONTROL MODULES REQUIRED TO PERFORM THE OWNER SEQUENCE OF OPERATIONS SPECIFIED. RM ROOM 150 DEER RUN LLC C/O DAVEY RMC RIGID METALLIC CONDUIT 3. THE PLANS DO NOT INDICATE THE LOCATION OF POWER SUPPLIES OR CABLING. LAW PC POWER SUPPLIES AND CABLING SHALL BE SIZED BY, AND PROVIDED BY THE RNC RIGID NON-METALLIC CONDUIT CONTRACTOR AS PART OF THE FIRE ALARM SYSTEM. RTU ROOFTOP UNIT PROJECT SB SOUNDER BASE 4. THE PLANS INDICATE THE LOCATION OF FIRE SPRINKLER WATER FLOW AND NEW SINGLE FAMILY SD SMOKE DAMPER SUPERVISORY SWITCHES TO BE FURNISHED AND INSTALLED BY THE FIRE RESIDENCE Co SPRINKLER CONTRACTOR AND WIRED TO THE FIRE ALARM SYSTEM BY THE FIRE SPEC SPECIFICATION ALARM CONTRACTOR. SUSP SUSPENDED LLJ TEL TELEPHONE 5. THE CONTRACTOR SHALL PREPARE FIRE ALARM PLANS, CALCULATIONS AND 560 WAGON WHEEL SUBMITTALS IN ACCORDANCE WITH NFPA 72 AND THE REQUIREMENTS OF THE CUTCHOGUE, NY 11935cn UPS UNINTERRUF'TIBLE POWER SUPPLY AUTHORITY HAVING JURISDICTION. FIRE ALARM PLANS SHALL BE SIGNED AND UTIL UTILITY SEALED BY A LICENSED PROFESSIONAL ENGINEER. m VAV VARIABLE AIR VOLUME BOX DRAWING TITLE N VFD VARIABLE FREQUENCY DRIVE 6 SUBMITTALS WITH THE AUTHORITY HAVING JURISDICTION FOR APPROVATHE CONTRACTOR SHALL FILE FIRE ALARM PLANS, OL.S AND FIRE ALARM WP WEATHERPROOF co 7. CONTRACTOR SHALL COORDINATE WITH THE AUTHORITY HAVING JURISDICTION ABBREVIATIONS, �I FOR INSPECTIONS AND TESTING, AND NOTIFY THE OWNER OF THE TIME AND LEGENDS, AND NOTES DATE THAT THE AUTHORITY HAVING JURISDICTION WILL BE AT THE PROPERTY. o 0 1 8. THE CONTRACTOR SHALL PERFORM ALL VISUAL INSPECTIONS AND TESTING IN DRAWN BY: GAL CHECKED BY: JRP ACCORDANCE WITH NFPA 72 AND THE REQUIREMENTS OF THE AUTHORITY o HAVING JURISDICTION. DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 0 9. AT THE FIRE ALARM CONTROL PANEL THE CONTRACTOR SHALL PROVIDE A SIGN INDICATING THE LOCATION OF THE BRANCH CIRCUIT DISCONNECTING MEANS BY TAX MAP#: 1000108000300009004 00 PANEL AND PANEL LOCATION WITHIN THE BUILDING. SHEET NO. o i cn FA-001 w 0 LS 70 Maxess Road,Melville,NY 11747 631.427.5665•nelsonpope.com CONSULTANT I 4 € II f"" _..,.._._ ,_._..._5 u .y.: E .,.,.,....a„ ._..,...,�.. �..�ti..a �..®..w-a........,...,,.�.,......m..,.,.._,n.•.m.,a..,,...,�.�,..«. f i}! I .. sn r KEY PLAN IKl l NO. REVISIONS DATE E I d I f S 71 NO. ISSUED DATE �r '� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF i I ! f f {ljj �°� NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED SEAL _...._...M...a.. ._...,.._.._....-._w��,.::J ...��,..,,..._._v..,_......��...«..__«.._�.___/.__......_,......vim__..........,._.....-_....._. Y <� ( 'd' Sr � 1 A ,-—__—-� r-_--_.-� � �,�. , `"�, "�,. %`� OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT �~ NOTE: NEW 1, SMOKE ALARM WITHIN HOME TO BE SINGLE FAMILY cn WITH BATTERY BACK-UP AND INTERCONNECT RESIDENCE WIRE. ALL SMOKE ALARMS WITHIN HOME SHALL �.. BE INTERCONNECTED AND TONE UPON ACTIVATION OF ANY SINGLE SMOKE ALARM 560 WAGON WHEEL W ckf WITHIN HOME. CUTCHOGUE, NY 11935 CD m DRAWING TITLE cN., I N (V 0 BASEMENT FIRE °° I ALARM PLAN 0 0 0 v- I DRAWN BY: GAL CHECKED BY: JRP LE DATE: 8/9/22 SCALE: AS NOTED LmLji i PROJECT#: N22XO85 0 4 0 4 8 12 TAX MAP#: 1000108000300009004 Ln 0 SHEET NO. N 771 - i SCALE: 1/4"= 1'-0" FA-400 w NELSON + POPE 70 Maxess Road,Melville,NY 11747 631.427.56659 nelsonpope.com CONSULTANT EATING ROOM ` I ,.a,..m....•ismm,.�m......,,,,�.»,�,.;.,.<.- .®._.,..�, ,r� q _ d ` �."—...,. _..__. ._...,._..._"'___"_"____._.._.,..�__.._._..._... > '!:�;.;'. •/� ./ `�.,F._..-. "'"' '�.,„„`" gf5[g5 _____....____. € I� v e '(uil �]i t t I ..._.......� a �i''''•�'J''�;/if'�''.�;•''•,r,'"%l% '3�.._ ....... Ii �' .....j II Y� i i KEY PLAN GREAT ROOM KITCHEN , i s I ! d i i � I NO. REVISIONS DATE I I POWDE tr f --------------------I---------- ROOM GUEST SUITE a MUD ROOM �`' NO. ISSUED DATE rul &—P Y" I ( � � > @ myl ,p I i �+wsvemanuamsrmoawm.,+mzw.•mover,.:ms,w+ww,rmmvoexwwmmrm�ac.ememmx•.emn+ueaas F!�aarn-n4.. ..,k. � , w�'°e� � — I Y t ;36 € _ STUDY ,` FOYER ,f ,. `\, ° , / l I DINING ROOM THESE PLANS ARE AN INSTRUMENT OF I ; ! z ;; f'✓ I i is f SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED SERVING ROOM ALTERATIONS OR ADDITIONS TO THESE ��..,.;._±._,_.'€ f I `<<r r f DOCUMENTS ARE A VIOLATION OF GARAGE SECTION 7209 OF THE NEW YORK STATE f EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED SEAL -_--_-----_ IF(�..,...__......—d...:e=,.�.`...,.�.....nv _.,a. ,.....x.,,.,..em.,.,...4...>.,�..k _...,�..._..r.__..._._,.__®._....« .®�s........r._. __.___._. - ,.w.»+,.....yJ..�,.,.e..._,..,......,.,+... �w,,.....�...,...,....�<,..,�_..,..«.,,...,...,..,:i�..+o...+t-_"—._._...._ �! Pi '°a.,,4:`",� r j •.4 f -r, / j d I t f I ___ OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT NEW SINGLE FAMILY 1 NOTE: 1. SMOKE ALARM WITHIN HOME TO BE HARDWIRED RESIDENCE WITH BATTERY BACK—UP AND INTERCONNECT J " f WIRE. ALL SMOKE ALARMS WITHIN HOME SHALL J BE INTERCONNECTED AND TONE UPON 560 WAGON WHEEL f ACTIVATION OF ANY SINGLE SMOKE ALARM CUTCHOGUE, NY 11935 Q WITHIN HOME. r CD DRAWING TITLE N N N O FIRST FLOOR FIRE °I € ALARM PLANCD 0 0 DRAWN BY: GAL CHECKED BY: JRP j DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 � 0 Al TAX MAP#: 1000108000300009004 Do co SHEET NO 4 0 4 8 12 . N i FA-401 U SCALE: 1/4"= V-0" i e NELSON + POPE 70 Maxess Road,Melville,NY 11747 631.427.5665•nelsonpope.com CONSULTANT Iry q + I ;�, 11 [ ! + a --p. '''§' ..,�.__ -a-"�. I r' ...,„ .. w.�.,vTn.,,�.,.<.„„R.,...�_.I 1�`-� w,........�,.�..,a.M....,�,. �. _ !_. __2„-_."'$,^' .i �.y 4sw<t f • �.,.,} ' , was .'? —s.._,,.,...,._. a !\y_`-___.._..._....,...__�...... .',-'' i a ff KEY PLAN mlz _ . 8 ij ice' j.`'y`" i. �.. ._A _ a .n�w`�'w.,.�`"�,»A+•9� �� � �._-_-_....--__ _..._.__- _____._L_ -.- .- ED NO. REVISIONS DATE r g I i fr _ 71== _ r,.,.d.«_—._....,._..____.. _ _F....a._.;k. tF •n„� 7 ,,r x _•__i `_1....�°`..,'�, 'A.,,,lP`"'' '". '�.' ,.,j'•''�,i�`~ F � ._j J. � �`� ` � 4` —77 _ _ ,... i _...._Y,. a _____ — - L_._—.a._—,�—_—_- �..$_g_-F�€, _.3-._t�E.,s i_� �� T C•ff ''�4'y �:a ,�� }..� ��., fi71�� �-� NO. ISSUED DATE , _ - # - l i�=``-"";T' _: _,="""_-,,.`"::�..::. ... .... ..- .�"':.^-rr-'F:__�:: r_.....,._-----:rc�::.^'r-r-.�.___ .a ,�-�..-$.._x._, ¢ %, ,s* "'.\ .��`4. � (F 1 ,�J" ;5 '�;.� 'z., rr'-..,.,� -"f X ._.�.��__'E.._ �.. �'^•,C� �..,_,�"`�'' b...•.b'�-.r,` �yT,.�"-� `,Q�'' f p•,,,!`'•�'` �,p'�-'.h F`. 3`"` �1-� `, '��'-.... �- Y ,,°'ag •,<. 4. '-_� '- ` ,..,,r^->t�"�` p jam?` �4,_�` 2�; ��'+...�^,,,,, �1 /T� I� �"",,,-,y- /°��` ,fir.'$','"'p �,t+r''.. �„ �•�,/ ,F-�'.,.P"� ^� .��, ,F�d'_ �.,^,.j,� & � ll fI "'��--�.�—�..�`-�..,�'��y9�, 'S',.,tt's`; "w,... "-t...,�''•wf �'`�4�-�`,1^'�.��. .,t�`^�, «r•-i"p.•_•.�`.i' `���, r J a, , _ a - S E AN INSTRUMENT F THESE PLAN ARE O t s a , ; SERVICE AND ARE THE PROPERTY OF ,...,..�...2_.4,�,,.. �`�( ,...1 t,... ..,�.,_ .�..�_. ._f_...,4 I ; g # ` �! -a- $ �_.�. ''.{„ �",,.y 2,..-�' k Yl.�'` g­ a - ;' f ELSON + POPE. UNAUTHORIZED ^ N j j I ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF ���.���I_�-_� �.k.,_t__.. ��'F.�,� ` �•�� �` SECTION 7209 OF THE NEW YORK STATE ._ '�'- _k.._.. _ �"- 3 ,_,a ae,.gw„: {„•° �.'° {.i #..._�._..,-,_.. .E,,_." .__,._.S._ _�-_„_-f_ '"� «.Js'•4,,�;�,, �..6'�, _ _i.__._ �• �, -�- EDUCATION LAW. INFRINGEMENTS WILL r 6, t ,r^•1 I..+ �,,.' ',,....,f ,...; ...d I -'<-"--r' g ; R I y�_I,..�_.�-- -'°3 __X-' __..f- V L-12 BE PROSECUTED _ .._. e €mom n �TF ❑S / ; -x_z SEAL [m y w..-..... _ _.. f - tt Y _a a , f TT L_ m - _ _ w , t ! '..-c. ,-,�'``•6``' 'A. ; - _ , � .,.#._,._,% � , +- k (_. €_ v �.�. �� ..�, � _� _,_%._,._, �,_. ���� �.. .�� `max �r'�• '�'.. t n� , _t.____'_. k i _�� ....�., �� —w- wp- .�_�_�_ ... ...s._ _6 `•� .., ,., `_ '>1.=;°:"•n, V� OWNER _y.._. .,R .,.. y 7 � .,,.�.,. � �,.,� � �� `� ���_ �P�_� �,..., �., ° 150 DEER C/O DAV E f' RUN LL C Y 71 LAW PC mot'~� '''',�I`� �'"''"�.',,`�,-,� �r ,,r°�`��`' �`�� •� `�"`-� `` a� V ` .'„ ...,, PROJECT �. ... .- NEW SINGLE FAMILY e NOTE: cn - RESIDENCE 1. SMOKE ALARM WITHIN HOME TO BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECT WIRE. ALL SMOKE ALARMS WITHIN HOME SHALL ; ' - BE INTERCONNECTED AND TONE UPON 560 WAGON WHEEL ACTIVATION OF ANY SINGLE SMOKE ALARM CUTCHOGUE, NY 11935 WITHIN HOME. m DRAWING TITLE N N N D SECOND FLOOR I I FIRE ALARM PLANCD 0 N O mot' I DRAWN BY: GAL CHECKED BY: JRP j DATE: 8/9/22 SCALE: AS NOTED i PROJECT#: N22XO85 0 TAX MAP#: 1000108000300009004 co 4 0 4 8 12 SHEET NO. N _...-___._._..__... cn A-402 SCALE: 1/4"= 1'-0" � IL i