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HomeMy WebLinkAbout48577-Z fl TOWN OF SOUTHOLD d ' r BUILDING DEPARTMENT TOWN CLERK'S OFFICE � SOUTHOLD, NY 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#: 48577 Date: 12/9/2022 Permission is hereby granted to.- 150 o:150 Deer Run LLC 337WWWMerrick Rd___..., _. ...... Ly brook, 1563 . ...... .. ... ... . 6 To: Construct a single family dwelling as applied for per SCHD and Planning Board approvals. Lot clearing shall be limited to one acre. At premises located at: 15.0 Deer Run, Southold.. ... ...... _. ........ ._.m..... SCTM # 473889 .... Sec/Block/Lot# 79.-4-17.19 Pursuant to application dated 10/6/2022 and approved by the Building Inspector, To expire on ITITIT 6/9/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,802.00 CO-NEW DWELLING $50.00 Tot�1. 01) orn nn u.. ...._------gid ........�..............______� ........................�......... ........ Building Inspector 11 riVi TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 � . Telephone (631) 765-1802 Fax (631) 765-9502 j X79:Southold, NY 11971 -0959 OL Itholdtowill,APPLICATION FOR BUILDING PERMIT . o Date Received For Office Use Onlyj PERMIT NO. �� J Building Inspector: � ': °----,2 Ii ry WON Applications and forms must be filled out in their entirety„ Incomplete applications will not be accepted. Where the Applicant is not the owner,an �� /�I�� ���r I �I Owner's Authorization form(Page 2)shall be completed. Date:7/19/22 OWNERS)OF PROPERTY: Name: 150 DEER RUN LLC Project Address: SCTM#1000-079.00-04.00-017.019 150 DEER RUN SOUTHOLD, NY 11971 Phone#: 631-830-0200 � Mailing Address: c/o DAVEY LAW pC 22 Email; rda daveylaw.us PC, 0 MAIN STREET CENTER MORICHES, NY 11934 CONTACT PERSON: Name:RACHAEL C, DAVEY Mailing Address:220 MAIN STREET CENTER MORIC P #: HES, NY 11934 Phone 631-830-0200 DESIGN PROFESSIONAL INFORMATION: Email: rd@daveylaw.us Name:N&P ENGINEERING, ARCHITECTURE & LAN Mailing Address:70 MAXESS ROAD MELVILLE, NY 11747 SURVEYING, PLLC Phone#: TA7 631-427-5665 CONTRACTOR INFORMATION: Email:rmcgrathQa nelsonpope.com Name: KAISER GROUP INC DBA KAISER BUILT Mailing Address: Phone#: 276 CEDAR AVENUE PATCHOGUE, NY 11772 631-831-3801 DESCRIPTION OF PROPOSED CONSTRUCTION Email: garrettlaPkaserbuilt.com *New Structure OAddition ❑Alteration Opm -,,. rte— ❑vther -- -P-1 "Demolition Estlm ' ated Cost of Project: Will the lot be re-graded? []Yes *No $ 1 5 000.00 Will excess fill be removed from premises? ❑Yes *No 1 r PROPERTY INFORMATION Existing use of property:Vacant Lot Intended use of pro ert ; Zone or use district in which premises is situated: P y SIn9�e Family Residence AC Are there any covenants and restrictions with respect to this property? iiiYes ❑No IF YES, PROVIDE A COPY, Check Boz After Reading: The owner/+contractor/design Professional is responsible for all drainage Chapter 236 of the Town Code. APPLICATIo�N IS HEREBY MADE to the Building Department for the issoaano a of a�uiiding Permit pursuant ana�,ge and storm grater issues as protrided by C9rdinance of the Tawe of Southold,SufFolk,t otrratY,New York and other applicable Laws,ordinances or Regulations,Builfor the i mdditions,ahCeratioots or for reavroval or denoolitlon as herein descrEt�ed,The applicant L agrees to comply with all a construction of the buildiBuildings, zone housln5 aide and regulations and toadnait authorized inspectors ern premises and in building(sto for necessary ihafaelicabl,Fal nstou�tion df lauildings Punishable as a Glass A isdaerneanor pursuant to Sectloa tRd.45 0;the Neuro York State C;iw„ applicable laws,ordinances,building code, PenalFalse statements Heade herein are Application Submitted By(pri name):MI HAEL SCIARA Signature of Applicant: RAuthorized Agent ❑Owner STATE OF NEW YORK) Date: �6/4� 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 (ContractorAgent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform oand to application;that all statements contained in this application are true t the best of his/here saido rk knowled a an and file this that the work will be performed in the manner set forth in the application file therewith. g d belief; and Sworn before me this -dayJULY of 20 22 , otary Public Ashley L Marciazyn . ) ) Notary Public, Mate of New York (Where the applicant is not the owner No. 01M,A 310007 (qualified in Suffolk County Term ExpireAugust 1 i3,24„ I, Rache'I C• Dave . as authorized si natcrr , doing business� o Dave Law PC Main S . beet. Center Moriches, NY 11934 do hereby authorize Nelson�, Po a,and M'iGhael Sciara to apply on my behalf to the Town of Southold Building Department for approval as described harain Owner's Si ure July 20, 2022 Date Rachael C. Dave =AAH tel- Sl nator fear 110 Deer Run I,C.0 lt I-loldin s Print Owner's Name 2 Generated by EScheck-Web Software Compliance Certificate Project 150 Deer Run 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: 150 Deer Run Southold, 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 s0ab.on.grade assembUy in the specified climate zone must meet the rnilnimum energy code insulation R-value and depth requirements. Envelope A e—m ie Gross Area Cavity Cont. Prop. Req. Prop.; Req. Perimeter I 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 Orientation: 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: 150 Deer Run Report date: 07/27/22 Data filename: Page 1 of 8 Gross Area Cavity Cont. Prop. Prop. Perimeter 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 Equipment Description Fueltype Efficiency Boiler 80 AFUE Air Conditioner 16 SEER Compliance Statement. The proposed building design described h re is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed' Ming has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the man dry requirem nts listed in the REScheck Inspection Checklist. SGS - .. ,.. � ... Name-Title i na re Date Project Title: 150 Deer Run Report date: 07/27/22 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 usercertifies that a code requirement will be met and how that is documented, or that an exception is being claimed. ' there compliance is itemized in a separate table, a reference to that table is provided. F# Pre-inspection/Plan n Review Plans Verified Field VerifiedValue Value Complies? Comments/Assumptions umentation wings nnstruction drawin sand "" "'---�� �•---- ate ❑Complies rgy code compliance for the DDoes Not 0 building envelope. Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and 103.2, documentation demonstrate ❑Complies Re uirementwill be meta 403.7 energy code compliance for ❑Does Not [PR311 lighting and mechanical systems. ❑Not Observable Location on plans/spec: M- Systems serving multiple ❑Not Applicable 801 dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: 403.7 sized per ACCA Manual S based Btu/hr g' ❑com lies Requirement will be—met. [PR2]2 on loads calculated per ACCA Btu/hr ODoes Not AManual J or other methods Cooling: Cooling: Btu/hr ❑Not Observable approved by the code official. Btu/hr ❑Not Applicable Additional Comments/Assumptions: .. . l _ i h Im act Tier 1 2 Medium Im act Tier 2 3ITIT' H 9 p ( ) p (ww._....�. Project Title: 150 Deer Run ) Low Impact(Tier 3) Data filename: Report date: 07/27/22 Page 3 of 8 S ection Lsypectiontion InspectionComplies. Comments/Assumptions d Bring is i stalledi n mplie �... � _.. . o �Oompiies _.m Ela:es[`Vatminimum of 6 in. below ❑Not Observable eltin s � � Not AP licable PP ""— g ystem controls C t om lies Exception: Requirement is not Does Not applicable. �� ..�.. ._ ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Hi h Im , µ 9� pact(Tier 1) 2 Medium I'mpact Ti � �'Lo� ...._. .�._._.�.m_._...� m..�.._ �_�P.ct(Tier 3 Project Title: 150 Deer Run (Tier 2) 3 w Im a5 Data filename: Report date: 07/27/22 Page 4 of 8 Section 9 pection[Plans Verified Field Verified .. Value Value Complies? 402.1.1, Doo Comments/Assumptions Framing/Rough-in Ins & Re 13 Door U-factor. "w .. U__ ... Envelope Assemblies 4 RI]1 U- _... �._._ DDompNes _.. table for nvelo. ..�.. 2.3.4 es values values [F 6; _ ❑Not Observable 402.1-1, Glazing 402.3.1, average). .._or(area-weighted hted. ,._U .. _. Ct�rt�ppeSicable .See the.,w .. _ .. ctor are _ g ) U_ 402.3.3, Envelope Assemblies 402.5 DDoes Not table for values. [FR2]1 ❑Not Observable ❑Not Applicable 303.1.3 are determined of stra lion products r ucts td-fact p FICo ;m with the NFRC test procedure or FIDom Pies Not taken from the default table. ❑Not Observable 402.4.1.1 Air barrier and thermal barrierDNot Applicable � � ❑Complies [F R23]1 installed per manufacturer's DDoesNot .. instructions. ❑Not Observable �.._ PP FR20 is listed a Not Applicable 02.43 Fenestration that is not site [ and labeled as meeting DCarr liesicabl _ . 4V AAMA/WDMA/CSA 101/1-S.2/A440 DDoes Not or has infiltration rates per NFRC 400 that do not exceed code ❑Not Observable limits„ DNot Applicable 402.4.5 IC-rated recessed lighting erifinish[FR16 2fixtures �a-----.—.� ._. ] seabed at housing/interior mplies .. and labeled to Indicate s2.0 cfm ElDoes Not leakage at 75 Pa. DNot Observable 405.2All ou ducts i the building unconditioned need spaces — DNot Applicable [FR25]1 or R- DComplies Requirement will be met. are insulated to >R-6. Pe DDoes Not DNot Observable �LOocation on plans/spec: M- Buil[FR15 5 ducding cavitits or es are not usseded as ---• DComplies Requirement will be met. DDoes Not DNot Observable `DNotApplicable 03.4lVAC Piping conveying s Requiremen_t willl b"e mt.[FR17 2 above 0For�hille� fluid 559F are Insulated to > _ Does Not 3, .. DNot Observable Location on plans/spec: M- ❑Not Obse 801 403.411 Protection � cable of insulation on HVAC • DComplies Requirement will be met. [(W DDoes Not DNot Observable 403.6]2 Autamatic lled oncall alvity outdoor i�r er. _� DNot Applicable insq Y dampers are '��."°"" DCamplies Intakes and exhausts. []Does Not DNot Observable Additional Comments/Assumptions: ❑Not Applicable Project Title: 150 Dee Runigh Impact(Ties 1) T 2 Medium lm act Tier 2 .. 3 . ..... ... ( ) Low Impact(Tier 3) Data filename: Report date: 07/27/22 Page 5 of 8 Section # Insulation Inspection Verified & Ite .ID ie Field Verified M __ Value 303.1 _-. Value Complies? Comments/Assumptions All installed insulation is labeled N13]2 or the installed R-values provided. ❑Complies .__. Does Not . Floo—rInsu—. .--- � E]Not Observable40ation R-value. ❑Not Applicable402.2.6 R_ [IN1]i . ❑ WAV ood ❑ Wood ❑Compldes dee thenvelape Assemblies ❑ Steel Does Not table for values.. ❑ Steel ❑Not Observable X03 2 ❑Not Applicable ,. p . 02.2.8 manufacturer's instructions and insulati in sub [IN2]i Floor,stantialocon stalled e and tact with the goes Not �00 underside of the subfloor, or floor framing cavity insulation is In :[:]Not Observable contact with the top side of ❑Not A sheathing, or continuous Applicable insulation is Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members, _ 40..� .. _ 402 1.1, Wall insulation - R-value. If this is a 402.2.5, R- ..._.. n mass wall with at least 1/z of the 8- 2.2.6 ❑Com ices ._ �� _ wale insulation on the wall ❑ Wood P see tlleEnvelope Assembliies [IN3]i exterior, the exterior insulation St ❑ Wood ❑Does Not table for values I requirement a ❑ Mass applies (FR10), eel E] Steel ❑Not Observable ❑Not Applicable 303.2 Wall insulation is installed' �'— [IN4]1 p r .-- manufacturer' s instructions. ❑Com I P ie1 ODcres Not �...�..�.�-...,�..� ❑Not Observable Additional Comments/Assumptions: ❑Not Applicable �1�Hdh Impact(Tier 1--�.- "`�""' �2 edwm� P ct _- �, ,.__ Im a (Tier 2) 3' ... Project Title; 150 Deer Run "" Low Impact(Tier 3) p Data filename: l_ _ ITW _.�.Wd Report date: 07/27/22 Page 6 of 8 Section # Final Ins Plans Verified & Re .ID Field Verified ....... �.. ..,...__.. ,� Value 4021.1, Ceilin Value Complies? Comments/Assn Inspection Provisions g insulation R-value, . . _ 402.2.1, _ ITp mptions R .�Doea._.... ,... 402.2.2, ❑ Wood OComplies See the Fnvelo e Assemblie . 402.2.6 El s Not table for values. s [FI1]1 El Steel � Steel ❑Not Observable ❑Not Applicable 303 1,1.1, Ceiling insulation installed per m_... 303.2 ,_ . manufacturer's instructions. ..... .m_....� .. _ .. [FI2]1 Blown Insulation marked every CCornplles __ .. . 300 ft2, C]Does Not µ ❑Not Observable [F122] 3 Vented attics with air permeable ONot A [FI22 z �_""'_""' -. Applicable ] insulation include baffle adjacent . e to soffit and eave vents that Ccam lies extends over insulation. ODoes Not ❑Not Observable 402.4.1.2 ach Blown Climate Zdne5 1 2„ an [FI17 1 @ 50 Pa <5 - -- ❑Not Applicable ACH50 = ACH 50 = PP ­3 ach In Climate Zones 3-8, OComl"'es ODoes Not `w ❑Not Observable 403 3.3 `_ ..�M._.._.�.�__ ..�.._._.u.._..�,.�_ 1 with z cfm _ Applicable [FI27 either; Rough-in test,, ted td ftz... /100 -ONot _�_ acts are pressure tested ] determine air leakage cfm/100 Total ft OCom lies Requirement will be met. leakage measured with a ODoes Not Pressure differential of 0,1 inch ❑Not Observable w.g. across the system Including ❑Not Applicable 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 handier enclosure. �...�_ .. s ] c. 403.3.4 Duct tightness test resin _ [FI4 1 g It of�=4 ft W .w fm/100 ft2 across the cfm/100 cfm/100 """""'IT" =3 cfm/100 ft2 without stem or ftz z OCpmplies Requirement will be met. handler air ODoes Not @ 25 Pa, For rough-in tests, verification may need to []Not Observable occur during Framing Inspection, _9.edit ❑Not Applicable 403.3.2.1 Ahanmanufacturerler lea at d=2% of [FI24]1 byr g _ .. M design air Flaw, [3Does Not mm. gment wi Re uire i I be met. . ❑Not Observable 403;1.1 in W� m z ble thermostats [FI9 �" � � ONot Applicable stalled for control of primary heating and cooling systems and OComptlies "" initially set by manufacturer to E]Does Not Requirement will be met. code specifications. ❑Not Observable 403.1.2 Heft pump thermostat installed w [FI10]2 on heat pumps. • ONot Applicable OComplies Exception: Requirement ❑Does Not is not applicable. 403.5.1 - _ []Not Observable Circulating service hot water [FI11]z systems have automatic orm-' ONot Applicable accessible manual controls. OComplies Requirement uirement will be met ❑Does Not 40.�.j.l fa not .�. ,.�..�..��._ __ uwuL uoservable 8�1a"on on plans/spec: P- [F125]2 apical ventilation system ❑Not Applicable Pa of tested and listed � � _ HVAC equipment meet efficacy CoODoes Nomplies Requirement will be met. and air flow limits per Table t R403.6.1• []Not Observable g m act 1) 2 . ❑Not Applicable P .. (Tieredium . .. . . Project Title: 150 Impact(Tier 2) 3 _- Low Im act Tier 3�....�_... Deer Run �. .. P Data filename: - Report date: 07/27/22 Page 7 of 8 lection & »ID Final Inspection Provisions Plans Verified 03 Value Field Verified 403.2 blot water boilers suppl in � e Complies? F12'612 through one or Lwow g heat _m„w Comments/Assumptions Ripe heating a - ..__. .... systems have outdoor setback Complies control to lower boiler water Does NReulrem'ot q ent will be met.. temperature based on Outdoor ❑Not Observable 403521; Heat��°.-_- — ❑Not Applicable 1 I lasted water circulation systems [FI28] have a circulation _ .. Pump,The .P--� system return pipe is a dedicated oDoes Not Requirement will be met. return P!Pe or a cold water supply Oboes Not Pipe.Gravity and thermos. Location on plans/spec: P- syphon circulation systerrls are ❑Not Observable not present. Controls for ❑Not Applicable 701 circulating hot water system Pumps start the pump with signal for hot water demand within the occupant 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 1.2 Electric heat trace systerns comply with IEEE 515.1 or UL 515, Controls automatically �complies adjust the ever Exception Requirement is energy input to the 0Does Not not applicable, heat tracing to maintain the er ❑Not Observable desired water temperature p store in the ❑Not Applicable 403.5.2 Demand recirculation water [F130]2 systems have controls that Com li manage operation of the pumpp eS rceo -R-e semen and limit the temperature of te ❑Does Not p . Requirement'is water entering the cold water not applicable. piping to <= 1049F, ❑Not Observable 403.5.4 [FI31]2 Drain water heat recovery units ❑Not Applicable to 1 sted In accordance water-side ceside accordance with CSA. 0omPlies Excep'tion.• Requirementis Pressure lass of drain water heat Does Not not applicable. recovery units< 3 Psi for individual units connected to one Not Observable ❑ or two showers. heat recovery uPotable water, Not Applicable side pressure loss of drain water nits <2 psi for individual units connected to three or more showers,_ 404.1 90%or more of pW [F16]1 ermanent fixtures have high efficacy lamps, m Complies . .- ._.�� .. _ Requirement will be met. W- EDoes Not _� ❑Not Observable .404.j.l no continuous [F123 3 9hting systems have "w° �NotApplicable pilot light. . M. .. 9Cornplies ___ caption: RequiremW ODoes Not not applicable, ent is ❑Not Observable [F17]2 Compliance certificate posted„ ""`"`- -—.— --0Not A pplicable Complies Does Not 303.3 Manfa Mechanical and water Not Observable nufacturer manuals _FI1213 fpr m- n� tApOcable _._.. heating � —�•�..�:. systems have been provided. DomPlies Requirement will be met. EIDoes Not ❑Not Observable Additional Comments/Assumptions: ❑Not Applicable 1Hjig h l'mPact(Tier lj. 150 Deer R �- �? Medium Impaci t(Ties 2 ( 3 Project Title: _•• � ) 3 p r Run l,ow Im act l Data filename: Report date: 07/27/22 Page 8 of 8 2018 IECC Energy n I I I C-N,j/. I icate AbOv°e-Grade Wall Below-Grade Wall 21.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (uncondiS0.00 tioned spaces): Window Door 0.27 0.27 0.27 0.21 Boiler Air Conditioner 80 AFUE Water Heater: 16 SEER Name: ate: Comments D /7--q\4N11ll NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE nAAAAA 611731582 " ' ■ NICHOLAS DEVITO AGENCY =' 449 ROUTE 24A MT SINAI NY 11766 SCAN TO VALIDATE POLICYHOLDER AND SUBSCRIBE KAISER GROUP INC DBA KAISER BUILT CERTIFICATE HOLDER 276 CEDAR AVENUE 150 DEER RUN LLC PATCHOGUE NY 11772 DBA AH REALTY HOLDINGS 150 DEER RUN SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER 12416430-3 96070 POLICY PERIOD 05/06/2022 TO 05/06/2023 DATE THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK 7/NSUR 2 FUND UNDER POLICY NO. 2416 430-3, COVERING THE ENTIRE OBLIGATION OF THIS POLI WORKERS" COMPENSATION UNDER THE NEW YORK WORKERS" COMPENSATION LAW WITHKRESPECTINSURANCE OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND WITH RESPECT" ER FOR OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES OILY, TO ALL TO OPERATIONS IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTIsS,;/ .NYSIF.COIIIIICERTICE'RTVAL ,THE NEV4► Y'O'RK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS .ASP THIS POLICY DOES NOT COVER CLAIMS OR BUNTS THAT ARISE FROM BODILY INJURY SUFFERED BY TH'EOFFI INSURED CORPORATION, PRESIDENT CERS OF THE GARRETT KAISER OF A ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR COVER"A"GE` UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND THE COVERAGE AFFORDED BY THE POLICY. INSURANCE OR ALTER NEW YORK STAT SU NCE FUND 4 �V VALIDATION NUMBER: 6051198 DIRECTOR,INSU'Rq,NCE'FUND UNDERWRITING CERTIFICATE OF LIABILITY INSURANCE THISE r CERTI R IrED A E ATE DOES NOT AFFIRMATIVELYOR NEGATIVELYAMEN: E DATE(MMIDDnryYY) BELOWE CERTIFICATE CERTIFICATE OF INSURANCE DOES NO TEND OR ALTER RIGH" S Uf+d t!7HE CERTIFrCq E H 17/19'A2022 REPRESENTATIt/E OR PRODUCER,AND'THE C ONLY AND CONFERS NO T TE HOLDER, OL ER, A CONT AFFORDED B'� AUTH THIS THE COVERAGE OLDER. IMPORTANT: If the certificate holder is an ADCIITIOribAL OD�the UrNG INSURERIS rT HE P RI2ED CT BETWEEN THE ISS If SUBROGATION IS WAIVED subject to the terms and conditions of the y this certificate does not confer ri hts to the certificate holder in lieu of such endorse policy must have ADDrTrONA(,rNSURED provislon•s or be endorsed. 'PRODUCER poke certain policies may require an endorsement. A statement on Nicholas 17e1Vlto Agency, Inc, ment CONTACT 449 Route 25IwF; Jennifer Heiser Mountnal, NY 11766 EµAIAIL . Sinai, A D ennrfer devatoa FANn; 631 509-0099 enc .com INSURED ��..�.. _, ,INSURR S AIF�"ORCIING COVERA4yE �. Kaiser Group Inc, _.. � ; �R�►Ian t r .._.. C16 I�CaIs er Built rNuIaERB Pr .�eS �aBJu �7 276 Cedar Ave, INSCIRER c Patchogue, INsuRER D .. og r NY' - COVERAGES THIS IS TO CIeRTIFY CEI TrFrCl�tTENUMBER. 00033718-269762ERF" INDICATED, THAT 71"IE POLICIES OF INSIJRANCE LISTED P�ELOW HAVE SEEN ISSUED TO THE —�..�.���..� NOTWITHS�"ANDINC AIIY REOLIIREI TENT,TERM OR CDNDNTION OF ANY'CONTRACTOR OTHER o REVISION NUMBER, 14 CERTIFICATE MAYBE(S,SyJED OR MAY PERTAIN THE INSLyRANCE AFFORDED BY TI IE POLICIES DE EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BE aNsR "�" .----.��—_�.. INSURED HEREIN IS SAMED 60VE FOR THE'POLICY PERIOD __ CCJMENT WITH RESPECT TO WHICH THIS T TYPE OF INSURANCE _ _ SCRIBE A X BEEN REDUCED SY PAID CLAIMS„ UO/ECT TO ALL THE TERMS, COMMERCIAL GENERAL LIABILITY ADDL SU � �- POLIYNUMBER POL PLOICYEXP M ..._. .".,.. PAC 72299,53 . LIMITS CLAIMS-MADE .m.--_•--.••w,.w._�. ' OX occuR 04/16/2022 04/16/2023 �CACH OCCURRENCE F4G-o u� r�eJ 1 000a 000 PRtI T JL I r ALOC ga LAOGRI:iaA' � Y,ane 1��r,�nnp PRr APPI,ILSP R. PERS 5 UIQ X POLICY dNACDv Ir�aRY_.. 000 0 . hDC OTHER: ENERAL,AGGREGATErt_� sC}• _.�._._ B AuroMoeaEuaBlurY RrIDucTs.cDMP/cP��c i_ ANY AUTO 02034523.2 � OWNED 04/16/2022 04/16/2023 COMBINED SINGLE LIMIT AUTOS ONLY SCI IEDULEDcn� S AU"rD r 300 000 HY TO N()N- BODILY INJURY(Per person) $WW ------ AUTOS AUTOS ONLY OAINLY ONLY � --.�_`...__.._.`. _ BODILY INJURY(Per accade'nt) UMBRELLA LIAB 9PgkOR,k_f,_0_A_ Al G EXCESS LIAB OCCURer 5c�pxl AOE WORKERS CLAIMS',-M EACH O — -�- COMPENSATION AGGREGATE' . .. . AN"EMPLOYERS'LIABILITY - , ANY PR 4'JPRIETOR,'PARTNFR„IE ECUTjVE YIN OFPICER1MOMER E„XCLUDED7 PER Y rylnNH) N/A T�,TU E H IMandatoEl If es,desrrtlbe vender _� W,_,_ DESc RII3TI E,1..EACMACCNI7Edk'r KwYI^WOOF+wP'E�RAT"ff:%hk'S.dMatlour .�....-... ".".�..._. - E,L.,DISEASE.,ELF MPLOYE 5. . E"I..DBSEASE-POLICY LIMIT E DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 707, Additional Remarks Schedule,may be attached if more space is required) ^CERTIFICATE F90r-DER CANCELt,ATdt~rN 150 deer Run I-.I..0 Hlatal.I�ANY aF TIrE AB�rvE Ia�8cRI8EIa� 136A AI I Realty Floldln THE EXPIRATION DATE THEREOF, IrITICE WILL BE DELIVERED L 150 Feer Run ACCORDANCE WITH THE POLICY, BE BE BE CANCELLED BEFORE Southold, NY 11971 AUTHORIZED REPRESENTATIVE CORD 25(2016/03) The ACORD name and lo_ 0 4 ©1988-2015 ACORD CORPO d`It q are re_ Istered marks of ACORD RATION- All rights reserved, Printed by J-H on 07/19/2022 at 04:31PM OWNI""" ia ot",� F11 " P011CY No.: OP-22-NY1135-12779353 File No.: 21-AS-58123 This Policy does not insure against loss or damage (and the Company Will not pay costs, attorney's fees or expenses) which arise by reason of. y 1- Survey made by Kenneth M. Woychuk Land Surveying, PLLC dated August 26, 2014 and updated October 1,2021 discloses the following:fence along part of easterly record line, 2. Natural and Undisturbed Vegetation Retention Buffer as set forth on Filed Map Number 11166. 3. Notes as set forth on Filed Map Number 1.1166. 4. Building Envelope as set forth on Filed Map Number 1.1166. 5. Declaration Of Covenants and Restrictions recorded in Liber 12314 Page 392. 6. Declaration Of Covenants and Restrictions recorded in Liber 12329 Page 39. 7. Utility Easement recorded in Liber 12396 Page 381. 8. Declaration Of Protective Covenants and Building Restrictions recorded in Liber 12524 Page 63, as amended by Liber 125,130 Page 54. 9. Declaration Of Covenants and Restrictions recorded in Liber 12612 Page 453. ALTA OWNER'S POLICY Schedule B Parr co I� � C0 7 q C � t W E � y � p p _ � y N N CY . . (N Q UJ 0 � E 34", O'T zi ui Bio r�% 'a rl / r i / i/ Il( Lu c % 11/, //ia / �� O pof ' �//r✓i al i� � I s.li 41�����i ����l��i�� � r, V � � VJ %. 'dry 'rf%Ly/%//rn/ �'" �ar� LISEd a ARCHITECTURAL MECHANICAL G-000 - COVER PAGE M-001 - MECHANICAL ABBREVIATIONS, LEGENDS, & NOTES E L (� + P �, P` E G-001 - GENERAL NOTES M-400 - BASEMENT MECHANICAL PLAN G-003 - RES CHECK CODE NOTES G-00 - GENERAL NOTES M-401 - FIRST FLOOR MECHANICAL PLAN engine2rs •architects •surveyors ` M-402 - SECOND FLOOR MECHANICAL PLAN G-090 _ HERS CODE NOTES A- M-403 - ATTIC MECHANICAL PLAN 70 Maxess Road,Melville,NY 11747 A-101 - FOUNDATION CONSTRUCTION PLAN- PLOT PLAN & ZONING ANALYSIS M-404 - ROOF MECHANICAL PLAN 631.427.5665.nelsonpope.com 01 A-102 - FIRST FLOOR CONSTRUCTION PLAN M-801 - MECHANICAL SCHEDULES A-103 - SECOND FLOOR CONSTRUCTION PLAN M-802 - MECHANICAL SCHEDULES & RISER DIAGRAMS A-104 - ROOF CONSTRUCTION PLAN CONSULTANT A-201 - EXTERIOR ELEVATIONS PLUMBING A-202 - EXTERIOR ELEVATIONS P-001 - PLUMBING ABBREVIATIONS, LEGENDS, & NOTES A-301 - BUILDING SECTION P-701 - PLUMBING RISER DIAGRAMS A-302 - BUILDING SECTION P-801 - PLUMBING SCHEDULES A-303 - BUILDING SECTION 150 DEER RUN A-304 - BUILDING SECTION FIRE ALARM A-305 - WALL SECTION FA-001 - -FIRE ALARM ABBREVIATIONS, LEGENDS & NOTES A-501 - DETAILS FA-400 - BASEMENT FIRE ALARM PLAN A-502 - FRAMING CONNECTOR DETAILS FA-401 - FIRST FLOOR FIRE ALARM PLAN SOUTHOLD , NY 11971 FA-402 - SECOND FLOOR FIRE ALARM PLAN TABLE 602.3(1) FASTENING SCHEDULE TABLE 602.3(1) FASTENING SCHEDULE TABLE 602.3(1) FASTENING SCHEDULE ITEP,1 DESCRIPTION I�LEMENTS OF FASTENER ST ENER AND TYPE ISPACING LOCATION AND ITEM BUILD BUILDING I�LEt°ENTS OF FASTENER STENER ER AND TYPE ISIACING LO;ATION AND DESCITEM gUILDRN TIOLEMOENTS OF NUMBER FASTENER TYPE ISPACING LOCATION AND FJ�t (� ' I ROOF WALL CONTINUED ► 4-8d box 3-10d box 31 1932" - 1" 8d common (2 Y' x g 12 f 1 9EI9" AUG (� 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 To plates, laps at corners and 3 Blocking between ceiling joists or 3-Sd common 17 p p p 2-16d common F1ce Nail RSRS-01 (2 /" x 0.131" 3U!!D,`;•r`DFT- STATE ENERGY CONSERVATION CODE, NEW YORK STATE STRETCH CODE 1 rafters to top plate (2 Y" x 0.131"); or Toe Nail intersections 3 12" x 0.162" ; or nail (roof, TCb N? S 3-10d box 3-3" x 0.131 nails 1Old common 1 1 „•," (3" x 0.128"); or 3-8d box (Y x 0.148" nail; or c-000 o-000 SECTION TAG 3-Y x 0.131" nails (2 %" x 0.113"); or 32 1 Y" - 1 Ya" 8d common (2 Y" x 6 12 OVERALL AREAS EGRESS WINDOW SCHEDULE -- 2-8d common 0.131") deformed nail p 22„Od x 0.box131"); or OTHER WALL SHEATHING 7 4- d box „ BASEMENT 2517 S.F. WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET (2 Y2' x 0.113"); or 18 1" brace to each stud and late Face Nail FIRST FLOOR 2517 S.F. OF EMERGENCY ESCAPE AREA 3-8d common Per Joist, 2 Ceiling joists to top plate toe Nail 3 x 0.128 ; or 1 Y"'galvanlzed roofing I t i4 SECOND FLOOR 2768 S.F. MODEL CLEAR OPENING (2 Y" x 0.131"); or 3 33 Yz structural nail, % " 3 6 2 staples at 1 /" cellulosic fiberboard 1s head diameter, 1 l GARAGE 621 S.F. ADH 3250 5.7 S.F. 7g KEY PLAN 3-10d box 3-8d box sheathing or 1 Y' In 16 ga.,, DETAIL TAG (Y x 0.128"); or 9 staple with /6 or 1 c-000 m FRONT COVERED PORCH 230 S.F. 2 Y" x 0.113" ; or crown - 3-Y x 0.131" nails = REAR COVERED DECK 184 S.F. 2-8d common 1 3/" alvanized roofing 4-10d box ( 34 16" head diameter, 3 6 REAR UNCOVERED DECK 168 S.F. Ceiling joists not attached to (3" x 0.128"); or 2 Y" x 0.131" ; or 2%22" structural nail, 7 parallel rafter, laps over partitions 2-10d box cellulosic fiberboard or 1 Y' long 16 ga. 3 3-16d common Face Nail 19 1" x 6" sheathing to each Y x 0.128" ; or Face Nail sheathing staple with /6 or 1 tsee Sections R802.3.) R802.3.2 3 Y" x 0.162" ; or and table R802.5.1 9 ( ) bearing crown ( )) 2 staples, 1" crown 4-Y x 0.131" nails 3 „ 1 Y" alvanized roofing 1 ELEVATION TAG 16 go., 1 / long 1 „ nai; staple galvanized, 7 7 G-000 DESIGN LOADING Ceiling joists attached to parallel 3-8d box 35 2 gypsum 1 Y" long; 1 %" WIND DESIGN SUBJECT TO DAMAGE FROM ICE AIR MEAN 4 rafter (heel Joint)), (see Sections Table R802.5.2 Face Nail sheathin d g GROUND SEISMIC WINTER BARRIER R802.3.1, R802.3.2 and table (2 Y" x 0.113"); or g screws, type W or S SNOW SPEED TOPOGRAPHIC SPECIAL WIND-BORN DESIGN Frost DESIGN UNDERLAY- FLOOD FREEZING ANNUAL R802.5.1 9 3 " g `W LOAD WIND DEBRIS Weathering line Termite HAZARDS INDEX TEMP t c. (mph) EFFECTS CATEGORY TEMP MENT 3-8d common( )) 1 / alvanized roofing a 4-10d box (2 Y' x 0.131"); or 36 5 " nail; staple galvanized, 7 7 REGION ZONE depth REQUIRED � y psum 1 %" Ion 1 5 " NO. REVISIONS DATE -K.- (3" x 0.128"); or 3-10d box shea hing �1 g� 3'-0"Moderate 10 94 3-10d common Face Nail (Y x 0.128"); or screws, type W or S 20 131 NO NO NO B Severe to Heavy Yes Yes 5 98 452 50 Collar tier to rafter, face nail or 1 each rafter a %" x 20 a. ridge strop to rafter (3" x 0.148"); or 20 1" x 8" and wider sheathing to 3 staples, 1 crown Face Nail WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 2X8 g g P each bearing 16 go., 1 %" long 6d deformed @ 16" O.C. FRAMING NOTATION 4-3' x 0.131' nails (2' x 0.120") nail; or LOAD: 20 P.S.F. Wider than 1" x 8" 37 %" and less 6 12 - 3-16d box nails 2 toe nails 4 8d common EXTERIOR DECK LOAD: 30 P.S.F. (3 Y x 0.135"); or on one side 4-8d box SNOW LOAD ROOF LIVE LOAD): 40 P.S.F. 3-10d common nails and 1 toe (2 Y2" x 0.113"); or (2 Yz x 0.131") nail AVERAGE DEAD LOAD ALL CEILING LIVE LOAD: 40 P.S.F. 6 Rafter or roof truss to plate (Y x 0.148'); or nail on Y2 common common opposite side ((2 2 %" x 0.131"); or 38 /°' _ 1" (2(2 Y x 0.131") nail; 0 6 12 2ND. FLOOR LIVE LOAD: 32 P.S.F. 4-10d box o each deformed _ LINE INDICATES --- 1ST. FLOOR LIVE (ASSEMBLIES): 10 P.S.F. Y x 0.128" ; or rafter or 3-1Old box ROOF DEAD LOAD (SOLAR READY ZONE) 15 P.S.F. _ 4-3" x 0.131" nails truss (3" x 0.128"); or (2 Y" x 0.120") nail BEAM ABOVE -- 4-16d 4 staples, 1" crown 1 Od common SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, (3 Y x 0.135 )" ' ; or 1 116 ga., 1 %" long (3" x 0.148") nail; or - STRUCTURAL ELEMENTS, & LOAD PATHS 3-10d common Toe Nail FLOOR 39 1 Ya" - 1 Y" 6 12 ( )12"d deformed NOT TO SCALE (Y x 0.148"); or 4-8d box 2 " x 0.120") nail NO. ISSUED DATE (2 10d box Y" x 0.113"); or' Roof rafters to ridge, valley or 4- 1 90%PROGRESS SET 7/22/22 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 7 hip rafters or roof rafter to (Y x 0.128"); or 3-8d common TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS minimum 2" ride beam 4-3 x 0.131 nails 2 Y2" x 0.131" or - GROUND SNOW LOAD PSF RAFTERS HAVING SLOPES GREATER THAN 3 12 g 21 Joist to sill, top plate or girder ( ): oe Nail - - / L 180 3-16d box nails 3-10d box 20-G 30 50 70 2 ISSUED FOR PERMIT 7/29/22 WITH NO FINISHED CEILING ATTACHED TO RAFTERS INTERIOR / (3 Yz" x 0.135"); or (Y x 0.128"); or RAFTER RAFTER WALLS & PARTITIONS H 180 2-16d common 3-Y x 0.131" nails SLOPE SPACING ROOF SPAN FEET (3 Y2 x 0.162"); or End Nail (INCHES) 12 20 28 36 12 20 28 36 12 20 28136 12 20 28 36 8d box(2 Y2" x 4' a.c. REQUIRED OF 16d COMMON NAILS PER HEEL JOINT SPLICES FLOORS & PLASTERED CEILINGS L 360 3-10d box ALL OTHER STRUCTURAL MEMBERS L 240 0.113"); tot nail 12 4 6 8 10 4 6 8 11 5 8 12 15 6 l l 15 20( (3" x 0.128"); or Rim joist, band joist or � EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H 360 22 blocking to sill or top plate 8d common � Ib �® --- -- 3-3" x 0.131" nails roof applications also (2 Yz" x 0.131"); or 3:12 16 5 8 10 13 5 8 11 14 6 l l 15 20 8 14 20 26 EXTERIOR WALLS- WEND LOADS WITH BRITTLE FINISHES L 240 WALL ( PP ) 10d box 6' a.c. 24 7 11 15 19 7 11 16 21 9 16 23 30 12 21 30 39 - EXTERIOR WALLS- WIND LOADS WITH FLEXIBLE FINISHES L 120 (Y x 0.128"); or tot nail 12 3 5 6 8 3 5 6 8 4 6 9 11 5 8 12 15 16d common 24" o.c. 8 Stud to stud (not at braced wall (3 %" x 0.162 ) face nail 3-3 x 0.131 nails 4:12 16 4 6 8 10 4 6 8 11 5 8 12 15 6 11 15 20 panels) 3-8d box 24 5 8 12 15 5 9 12 16 7 12 17 22 9 16 23 29 10d box (3"x0.128"); 16" o.c. (2 �" 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 9 12 16 HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK COMPLY WITH SAME. LYSSqhSERVICE AND ARE THE PROPERTY OF P I I I 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. 9 at intersecting well corners (at or 3 x0.131 nails face nail joist 3-1 Od box 12 3 4 4 5 3 3 4 5 3 4 5 7 3 5 7 9 3) CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION NELSON + POPE. UNAUTHORIZED oraced wall panels) 16d common 16" o.c. (Y x 0.128"); or Face Nail ALTERATIONS OR ADDITIONS TO THESE 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. DOCUMENTS ARE A VIOLATION OF (3 %" 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 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 MAXIMUM BUILDING HEIGHT - 35' 16 o., 1 Y/" Ion 16d common 16" o.c. each g g 12 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 REGULATIONS. EDUCATION LAW. INFRINGEMENTS WILL Built u header (2" to 2" header 3 1 3-�6d box g: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. HIGHEST RIDGE 1 G P ( 2 x 0.162") edge face nail with Y spacer) 24 2" subfloor to joist or girder (3 2 x 0.135" ; or Blind and BE PROSECUTED 15d box 3 Yz" x 12" o.c. each 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 = ( 2-16d common face nail ) 0.135'); edge face nail 3 %" x 0.162" 12 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4 5 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 7 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, RED _MEAN (BUILDING HEIGHT) (2 Yz' x 0.113"); or 2" planks (plank & beam- (3 % x 0.135"); or At eacE 24 3 4 4 5 3 3 4 6 3 4 6 8 3 6 8 10 ) c�'CE 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 THUS 4-8d common 2-16d common nail PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. ��GN So, �i� � TABLE R602.3 3 REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL 8) ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2,000 POUNDS PER SQ. FT. AND (2 Y' x 0.131"); or (3 % x 0.162") ) HIGHEST EAVE 4-1 Old box 3 x 3-16d common SHEATHING USED TO RESIST WIND PRESSURES , 7 n a 0.128") (3 %" x 0.162") SHALL HAVE A MINIMUM OF 3'-0" OF COVER. IF CONTRACTOR ENCOUNTERS POOR SOIL CONDITIONS THEY SHALL STOP �. MINIMUM ULTIMATE DESIGN WORK AND CONTACT THE ARCHITECT. M = MINIMUM NAIL MINIMUM MAXIMUM PANEL NAIL ,�- � _ 16d common 16" o.c. 4-10d box WOOD WIND SPEED V N N 3 %" x 0.162 face nail 26 Bond or Rim joist to joist (Y x 0.128"); or End loll NOMINAL WALL SPACING 9) ALL CONCRETE SHALL BE IN ACCORDANCE WITH TABLE R402.2 OF THE NEW YORK STATE RESIDENTIAL CODE: BUILDING HEIGHT IS DETERMINED FROM 1. Top plate to top plate ( ) STRUCTURAL (MPH) PANEL STUD SLAB: 2,500 psi FOUNDATION WALLS & FOOTINGS: 3,000 psi CONCRETE TO HAVE 5% TO 7% M V THE AVERAGE GRADE TO THE MEAN 10d box (Y x 12" o.c. 4-3" x 0.131" nails PENETRATION PANEL Ed es Field Wind Ex osure �� °3�sas Q� 0.128" ; or 3" x face nail SIZE THICKNESS SPACING 9 P AIR-ENTRAINMENT, PER R402.2 = HEIGHT BETWEEN EAVES & RIDGE. FINAL ) 4-3" x 14 ga. (INCHES) SPAN (IN.) (IN.) (inche (inches Cate or 10) ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH (2) #5 REBAR HORIZONTAL CONTINUOUS. UNLESS OFNE\ � SURVEY TO PROVIDE REQUIRED ELEVATION 0.131" nails stoples, /1 " crown RATING o° DATUM TO DEMONSTRATE COMPLIANCE. 8-16d common o.c.) o.c.) B C D OTHERWISE NOTED. Face nail on 20d common Nail eacl <-� c" (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 1 15 110 11) ALL STRUCTURAL WOOD FRAMING SEE WOOD NOTES. OWNER MAXIMUM BUILDING HEIGHT ALLOWED: 35' 12-16d box end joint follows: i2" (2.0" x 0.113") 12) ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE (2) 2" X 6" UNLESS NOTED OTHERWISE. (minimum 24" a.c. at tip BUILDING HEIGHT PROVIDED: 28'-l" 13 Double top plate splice (3 Y" x 0.135"); or lap splice and bottm 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 PARK RUN LLC C/O 12-1 Old 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. DAVEY LAW PC AVERAGE GRADE: (Y 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 NOT 10 SCALE 12-3" x 0.131" nails joint) (Y x 0.128"); or nail at toy FASTENERS FOR ASPHALT ROOF SHINGLES: 15) ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2" THICK UNLESS OTHERWISE NOTED. and bottom o 27 Built-up girders and beams, 2 3" x 0.131" nails staggered on 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 9. R905.2.5 FASTENERS. SIDES UNLESS OTHERWISE NOTED. o cs�te sides � 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 BUILDING PLAN REVIEW NOTE 16d common 16" o.c. 2-20d common ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH (3 MM)] APPROPRIATE HARDWARE. w 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 ( ) (4" x 0.192"); or SHANK WITH A MINIMUM 3/8-INCH 9.5 MM DIAMETER HEAD, ASTM F 1667, OF A = 4 band joist or blocking (not at ends and at / ( ) 18) ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. 16d box 3-10d box ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING braced wall panels) 1 12" o.c. each splice LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND NOT LESS THAN 3/4 19) PROVIDE 6'-8" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. � (3 2' x 0.135"); or (3 x 0.128"); or 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 20) ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- INSULATED GLASS, INSECT SCREEN, & JAMB EXTENDERS AS � 3 x 0.131 nails 3-3 x 0.131 nails THAN 3 4 INCH 19.1 MM THICK, THE FASTENERS SHALL PENETRATE THROUGH THE 150 DEER RUN o GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN 3-16d box 3 each 16" 4-16d box / ( ) 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 late to joist, rim joist, 3 %" x 0.135"); or o.c. face nail 1 „ SHEATHING. SOUTHOLD NY 1 1971 m p > > ( 2 (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" braced wall anel 1 „ Ledger strip supporting oasts or 3-16d common At each joist REGULATIONS, AND APPLICABLE NYS RESIDENTIAL BUILDING CODE SECTIONS. - ACCURATE panel) (3 2 x 0.162"); or o.c. face nail 28 LJ rafters P PP g (3 Y2" x 0.162") or rafter R905.2.6 ATTACHMENT. 22) ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. RESIDENTIAL CONSTRUCTION CODE. - IS THE RESPONSIBILITY OF THE LICENSEE face nail ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY DRAWING TITLE 4-3" x 0.131" nails 4 each 16" 4-1 Od 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 n o.c. face nail (3" x 0.128"); or TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 21 CERTIFICATION OF THESE PLANS. _ MEP STATEMENT OF COMPLIANCE 4-8d box 4-3 x 0.131 nails 24) THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND / OR OBSERVATIONS OF THE CONSTRUCTION. � 2 Y" x 0.113" ; or 2-lOd box Each end UNITS VERTICAL IN 12 UNITS HORIZONTAL (21:12, 175-PERCENT SLOPE), SHINGLES <c ( ) 29 Bridging to joist 25 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. COVER PAGE i ALL HEATING, VENTILATION, AND AIR CONDITIONING WORK TO COMPLY WITH CHAPTERS 12-24 (Y x 0.128"); or toe nail SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S APPROVED INSTALLATION ) V) CD OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK. ALL ELECTRICAL WORK TO 3-1 6d box 2-8d common INSTRUCTIONS. 26) THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS OR SEE OUTLINE SPECIFICATIONS. COMPLY WITH CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF THE STATE OF NEW (3 2 x 0.135"); or o 2 Y" x 0.128" ; or 27) THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER 4-8d common GENERAL NOTES:YORK. ALL PLUMBING WORK TO COMPLY WITH CHAPTERS 25-32 OF THE RESIDENTIAL 131 Toe Nail 2-3 x 0.131 nails WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER CODE OF THE STATE OF NEW YORK. 4-10d box DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS 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 COMPENSATION �- ACCURATE Y x 0.128" : or ITEM BUILDING ELEMENTS OF -FASTENER EDGES (IN) INT.ERMEDIAT,E - 95 PSI, E = 1,300,000 PSI, MAXIMUM MOISTURE CONTENT < 19%. OR DOUGLAS .FIR TO THE ARCHITECT OR ENGINEER. DRAWN BY: PV CHECKED BY: RM s - IS THE RESPONSIBILITY OF THE LICENSEE 1('; 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 DATE: 06/21/22 SCALE: AS NOTED `r - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION 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. i CONFORMS WITH REASONABL-E STANDARDS OF PRACTICE AND WITH VIEW TO THE (3 %" x 0.135"); or FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) 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#: N22X102 QD SAFEGUARDING OF LIFE, HEALTH, PROPERTY, AND PUBLIC WELFARE 2-16d common FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) FRAMING. 30 ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL � TAX MAP#: 1000079000400017019 (3 %" x 0.162"); or 6d common 2" x 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE 2020 IRC, 2nd PRINTING, AS End Nail �> >� MEMBERS TO BE FASTENED USING GALVANIZED METAL HANGERS BY 'SIMPSON STRONG TIE' OR APPROVED EQUAL. N 3-10d box 30 8 - Y 0.113") nail subfloor, 6 12. I ADOPTED BY NYS AND THE 2016 NYS SUPPLEMENT. 3. ALL WOOD EXPOSED TO 31 THE CONTRACTOR SHALL PROVIDE A CERTIFICATE IN COMPLIACE WITH Nl 101.14. A PERMANENT CERTIFICATE SHALL BE SHEET NO. CONTACT INFO: (3" 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. J NELSON & POPE MICHAEL SCIARA RA, AIA 3-3 x 0.131 nails 8d common 2 Y" x CONCRETE IS TO BE PRESSURE TREATED. 4. ALL WOOD CONNECTORS SHALL BE 0.131') nail roof); or w 70 MAXESS ROAD (631) 427-5665 RSRS-01 2 Y" x 0.131") "SIMPSON", OR APPROVED EQUAL. ALL FASTENERS FOR PRESSURE TREATED WOOD G -000 MELVILLE, NY 11747 nail (roof) OR EXPOSED ARE TO BE HOT DIPPED OR GALVANIZED STEEL. 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 PARALLEL TO THE DIRECTION OF TRAVEL ENTERING AND EXITING THE TH_ TURN. THE WALKLINE SHALL STAIRWAYS SHALL BE NOT LESS THAN 26 INCHES 660 MM AND THE WALKLINE RADIUS SHALL BE NOT SECTION F915 CARBON MONOXIDE ALARMS BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING ( ) SECTION R309 FIRE-RESISTANT CONSTRUCTION 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 R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. OPENINGS AND PENETRATIONS DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE 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. WALKING SURFACE. WHERE WINDERS ARE ADJACENT WITHIN A FLIGHT, TFE POINT OF THE WIDEST CLEAR 63/4 INCHES (171 MM) AT THE WALKLINE. TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NOT COMMERCIAL BUILDINGS SHALL BE PROVIDED WITH CARBON MONOXIDE ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R308.4.4 GLAZING IN GUARDS AND RAILING. GLAZING IN GUARDS AND RAILING, INCLUDING STRUCTURAL 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(1982 MM). DETECTION AND NOTIFICATION IN ACCORDANCE WITH THIS SECTION 915. ND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A BALUSTER PANELS A R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR WALKING SURFACE SH R311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF EXCEPTIONS: SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL R311.7.10.2 BULKHEAD ENCLOSURE STAIRWAYS. STAIRWAYS SERVING BULKHEAD ENCLOSURES, NOT PART 1. CARBON MONOXIDE DETECTION AND NOTIFICATION SHALL NOT N E L S O IN4 ALL PL CONSIDERED TO BE A HAZARDOUS LOCATION. + POP E RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) IN BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. OF THE REQUIRED BUILDING EGRESS, PROVIDING ACCESS FROM THE OUTSIDE GRADE LEVEL TO THE BE REQUIRED FOR ANY OF THE FOLLOWING: R308.4.5 GLAZING ANT WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR BASEMENT SHALL BE EXEMPT FROM THE REQUIREMENTS OF SECTIONS R311.3 AND R311.7 WHERE THE engineers•architects •surveyors THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, FACING HOT TUBS, SPAS, bViHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR HEIGHT FROM THE BASEMENT FINISHED FLOOR LEVEL TO GRADE ADJACENT TO THE STAIRWAY IS NOT OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. 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 7631.42 .5665-Road, nelsole,NY 11747 com SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST MORE THAN 8 FEET (2438 MM) AND THE GRADE LEVEL OPENING TO THE STAIRWAY IS COVERED BY A 631.427.5665.nelsonpope.com R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED BULKHEAD ENCLOSURE WITH HINGED DOORS OR OTHER APPROVED MEANS. GROUP S OCCUPANCY OR A UTILITY AND MISCELLANEOUS GROUP U CEILINGS SEPARATING THE DWELLING FROM -HE GARAGE SHALL BE CONSTRUCTED E A MINIMUM N0. 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 GLAZING. INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF RETRIEVAL OF STORED MATERIAL, EQUIPMENT, OR PRODUCTS, OR FOR 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. AT SECTION R312 GUARDS AND WINDOW FALL PROTECTION BUILDING OR EQUIPMENT MAINTENANCE, CONSULTANT INTO THE GARAGE. EXCEPTION: GLAZING TAT IS MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, 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 INCH-DIAMETER (102 MM) R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH 1.2. OCCUPIABLE SPACE WHEN SUCH SPACE IS REGULARLY VENTED TO � 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. . R302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. SPHERE. H EXTERIOR THROUGH THE NORMAL OPERATION OF THE SPACE (SUCH AS AUTOMOTIVE REPAIR GARAGES, WAREHOUSES WITH LOADING DOCK 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 R302.6 DWELLING-GARAGE FIRE SEPARATION.. THE GARAGE SHALL BE SEPARATED AS REQUIRED 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 1.3. BUILDINGS THAT 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 SATISFY ALL OF THE FOLLOWING CONDITIONS: R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING CONSIDERED AS A GUARD. A. THE BUILDING IS UNOCCUPIED; R311.7.5.2 TREADS. THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES (229 MM). THE TREAD UNIT WALL. EXCEPTIONS: DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE 'VERTICAL PLANES OF THE FOREMOST B. EXTERIOR OPENINGS ARE BOARDED, LOCKED, BLOCKED, OR TABLE R302.6 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) ;,BONE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHELL NOT 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 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 FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM 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, BOARD OR EQUIVALENT APPLIED TO THE (38 MM).GARAGE SIDE 2. GLAZING 36 INCHES EXCEPTIONS:(914MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING INCHES (254 MM) MEASURED BETWEEN THE VERTICAL PLAN__S OF THE FOREMOST PROJECTION OF LOCKED, BLOCKED, OR OTHERWISE PROTECTED TO PREVENT ENTRY SURFACE. ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLNE. 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. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X DEPTH OF NOT LESS THAN 6 INCHES (152 MM) AT ANY PINT WITHIN 1HE 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 STRUCTURES 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 2. EXISTING BUILDINGS THAT ARE IN FULL COMPLIANCE WITH THE 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. CARBON MONOXIDE DETECTION AND NOTIFICATION 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 R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING AN EARLIER VERSION OF THE UNIFORM CODE SHALL BE HAN 3 FEET FROM A NOT LESS THAN 1/2-INCH GYPSUM SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) INCH (9.5 MM) OF THE RECTANGULAR TREAD DEPTH. DEEMED TO BE IN FULL COMPLIANCE WITH SECTIONS 915.3 GARAGES LOCATED LESS T EXCEPTIONS: THROUGH 915.5.4 UNLESS OTHERWISE REQUIRED BY THE DWELLING UNIT ON THE SAME LOT BOARD OR EQUIVALENT APPLIED 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 IN PLANE OF GLASS IS MORE THAN 18 INCHES FROM THE GUARD. R311.7.10.1. NEW YORK STATE, FIRE CODE OF NEW YORK STATE, OR THIS AREA I EXCEPTIONS: EXISTING BUILDING CODE OF NEW YORK STATE. EXISTING iKEY PLAN For Sk 1 inch = 25.4 mm, 1 foot = 304.8 mm. SECTION R311 MEAN OF EGRESS R311.7.5.3 NOSINGS. NOSINGS AT TREADS, LANDINGS AND FIDORS OF STAIRWAYS SHALL HAVE A 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BUILDINGS THAT ARE NOT IN FULL COMPLIANCE WITH THE R302.9.1 FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 1/16 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. GREATER THAN 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND UNIFORM CODE SUPPLEMENT OR AN EARLIER VERSION OF THEACCORDANCE WITH THIS SE('TION. THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS 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 AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR DWELLING TO THE REQURRNGj EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PRO,ECTION BY MORE THAN 3/8 INCH (9.5 A SPHERE 4 3/8 INCHES (111 MM) IN DIAMETER. THIS SECTION. 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 'HE 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 E UNDERSIDE OF ROOF 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. R806.1 VENTILATION REQUIRED. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES INGS ARE APPLIED DIRECTLY TO OF THE ENTRANCE OR OF EACH SLEEPING UNIT OR DWELLING UNIT IN LODGING HOUSES R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. PLASTIC COMPOSITE EXTERIOR STAIR TREADS FORMED WHERE CEIL INDEX OF NOT GREATER THAN 450. 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 TCTION 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 FLOO', 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 2. PROCEDURES TO BE FOLLOWED WHEN A FIRE OR SMOKE DETECTOR GIVES WARNING OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIREC ION OF TRAVEL SHALL BE NOT LESS ) R302.9.4 ALTERNATIVE TEST METHOD. AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT 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 NAPES OTHER THAN SQUARE OR LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM) SHALL BE PROVIDED WITH RECTANGULAR, THE DEPTH AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED _ ACCORDANCE WITH ASTM E 84 OR UL 723, WALL AND CEILING FINISHES SHALL BE PERMITTED TO BE :,� SHALL E PROVIDED FOR EACH DWELLING WITH A RADIUS EQUAL TO THE RE UIRE LAN IN AY 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 R311.2 EGRESS DOOR. N�..F LESS THAN ONE EGRESS DOORS L B OF A QUARTER CIRCLE T D Q Q D D G WIDTH. WHERE THE STAIRWAY /16 TESTED IN ACCORDANCE WITH NFPA 286. MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL 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 - - MEET THE FOLLOWING CRITERIA: POSITION. THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: THAN 32 INCHES (813 MI,.!) WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH (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 DEGREI_S (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 PP 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. 01H[R DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED THAT A DOOR 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. R311.7.7 STAIRWAY WALKING SURFACE. THE WALKING SURFACE OF TREADS AND LANDINGS OF 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. 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 V.RTICAL IN 48 INCHES HORIZONTAL CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR 1 90%PROGRESS SET 7/22/22 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. SECTION 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 2 ISSUED FOR PERMIT 7/29/22 R303.7IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1 4 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 _ MEASURED INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE / CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. 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). LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLES (11 LUX) AS MEASURED AT THE CENTER R314.1 GENERAL. SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72 AND SECTION R311.7.8.1 HEIGHT. HANDRAIL HEIGHT, MEASURED VERTICALLY ROM THE SLOPED PLANE ADJOINING THE 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 BAL(,UNIES LESS THAN 60 SQUARE FEET (5.6 M2) AND ONLY ACCESSIBLE FROM 8 INCHES (965 MM). R314. INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. 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 Ff NOT LESS THAN 34 INCHES (864 MM) R314.1.1 LISTINGS, SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. HEAT DETECTION --- AND NOT MORE THAN 3 DIRECTION OF TRAVEL. SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539, AS APPROPRIATE FOR THE INTENDED EXCEPTION: 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 - OPS AT THE REQUIRED EGRESS DOORS. LANDINGS OR FINISHED FLOORS AT EXCEPTIONS: WITH UL 217 AND UL 2034. REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE __ R311.3.1 FLOOR ELEVATION'S 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS INCHES (38 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 THE REQUIRED EGRESS ON' PROVIDED. R SHALL BE NOT MORE THAN 1 1/2 ) LOWER THAN THE TREAD. LOCATED NOT MORE THAN 3 FEET R314.2 WHERE REQUIRED. SMOKE ALARMS AND HEAT DETECTION SHALL BE PROVIDED IN ACCORDANCE (914 MM) BELOW THE RIDGE OR HIGHEST 2. OWNER - OCCUPIED ONE-FAMILY DWELLING NOT SUPPLIED WITH ELECTRICAL POWER IN TOP OF THE THRESHOLD. 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 ACCORDANCE WITH SECTION E3401.2.1 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 EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL BE NOT MORE THAN 8 INCHES USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. HEAT ATTIC SPACE. WHERE THE LOCATION OF WALL. OR ROOF FRAMING MEMBERS NELSON + POPE. UNAUTHORIZED R303.8 EXTERIOR STAIRWAY ILLUMINATION (209 MM) BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVERR THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE HE T IN CONFLICTS WITH EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OR FLOOR. WHERE EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR PERMITTED TO EXCEED 38 INCHES (956 MM). DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. THAN 3 FEET MIN BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE 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 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. DOCUMENTS ARE A VIOLATION OF OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE ACCORDANCE WITH SECTION F:31 1.8 OR A STAIRWAY IN ACCORDANCE WITH SECTION R311.7. SECTION 7209 OF THE NEW YORK STATE MM) ON EITHER SIDE OF THE STAIRWAY. ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE BOTTOM LANDING OF THE STAIRWAY. ALARMS AS REQUIRED BY APPENDIX J. EDUCATION LAW. INFRINGEMENTS WILL R311.3.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE REQUIRED EXCEPTIONS: R806.3 VENT AND INSULATION CLEARANCE. WHERE LAVE OR CORNICE VENTS ARE P- INSTALLED, BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE BE PROSECUTED EXCEPTION: EGRESS DOOR SHALL BE �KOVIDED WITH LANDINGS OR FLOORS NOT MORE THAN 7 3/4 INCHES (196 1. WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLICHTS 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 SHEATHING THI SPACE SHALL BE PROVIDED SEAL o 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 �> WITH SECTION E3401.2.1 INCHES (165 MM) INTO THE STAIRWAY, PROVIDED THAT THE STAR WIDTH AND HANDRAIL CLEARANCE DWELLINGS. HEAT DETECTION SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE VENT. ,�EREDgR � EXCEPTION: A TOP LANDING IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS ARE NOT REDUCED TO LESS THAN THAT REQUIRED. THE MANUFACTURER'S INSTRUCTIONS. CAN-' NPELA•S Cyi w SECTION R308 GLAZING LOCATED ON THE EXTERIOR SIDE OF THE DOOR, PROVIDED THAT THE DOOR DOES NOT SWING OVER THE �. c, >. R308.4 HAZARDOUS LOCATIONS STAIRWAY. SECTION R807 ATTIC ACCESS R311.7.8.3 HANDRAIL CLEARANCE. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER �f' •� � �� m THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH R30M8.4.7 SHALL BE CONSIDERED TO BE 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. `�•' I N SPECIFIC HAZARDOUS LOCATION FOR THE THE PURPOSE OF GLAZING. R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF `� I I~ - OVER EXTERIOR STAIRS AHD LANDINGS. R311.7.8.4 CONTINUITY. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, 1. IN EACH SLEEPING ROOM. CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT Nj\ �' ,----- R308.4.1 GLAZING IN DOORS. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND EGRESS FROM HABITABLE LEVELS INCLUDING HABITABLE ATTICS AND FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE 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 '9� 031 6 Q' BIFOLD DOORS SHALL BE CONSIDERED TO 13E HAZARDOUS LOCATION. R311.4 VERTICAL EGRESS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE �` 98 O LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETUNED OR SHALL TERMINATE IN NEWEL OF NOT LESS THAN 30 SQUARE FEET 2.8 M2 . THE VERTICAL HEIGHT SHALL BE BASEMENTS NOT PROVIDED WITH AN EGRESS DOOR IN ACCORDANCE WITH SECTION R311.2 SHALL BE BY ( O `l �., EXCEPTIONS: A RAMP IN ACCORDANCE WITH SECTION R311.8 OR A STAIRWAY IN ACCORDANCE WITH SECTION R311.7. 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 F NEB � R311.5 CONSTRUCTION. DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE OF THE ROOF FRAMING MEMBERS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER (76MM) SPHERE IS UNABLE TO EXCEPTIONS: ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR w PASS. THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL OWNER o 2. DECORATIVE GLAZING R311.5.1 ATTACHMENT. EXTERIOR LANDINGS, DECKS, BALCONIES, STAIRS AND SIMILAR FACILITIES SHALL 1. HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN STORY BELOW THE UPPER LEVEL z BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES A FLIGHT WITH WINDERS, AT A LANDING, OR OVER THE LOWEST -READ. THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE LOCATED IN A HALLWAY OR OTHER 150 DEER PARK RUN LLC C/O OR SHALL BE DESIGNED TO BE SELF-SUPPORTING. ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE 2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWEDTO 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 DAVEY LAW PC w R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL Ei,�ECT TO WITHDRAWAL. TREAD. FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH (559 MM WIDE BY 762 CD OF TOENAILS OR NAILS SU EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET (914 MM). R311.7.8.5 GRIP SIZE. REQUIRED HANDRAILS SHALL BE OF ONE T THE FOLLOWING TYPES OR PROVIDE R314.3. MM HIGH). WHERE THE ACCESS IS LOCATED IN A CEILING, MINIMUM PROJECT o SURFACE AND IT MEETS EITHER OF THE FCLLOWING CONDITIONS: EQUIVALENT GRASPABILITY. UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES (762 MM) i 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 R311.7 STAIRWAYS. 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 LJ POSITION. R311.7.1 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 l INCHES (51 MM). IF THE HANDRAIL REQUIRED BY SECTION R314.3. WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. RESIDENCE iE 2. WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED ALL POINTS ABOVE THE PF "MITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESS THAT; 4 INCHES (102 MM) AND NOT 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET (6096 MM) Cn � POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-SWINGING DOOR. HANDRAILS SHALL NOT PROiL.CT 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 �'VIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). 2• IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED 150 DEER RUN � EXCEPTIONS: TREADS AND LANDINGS, SHALL BE NOT LESS THAN 31 1/2 INCHES (787 MM) WHERE A HANDRAIL IS 2 TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/41NCHES (160 MM) SHALL HAVE A LESS THAN 10 FEET (3048 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING SOUTHOLD, NY 11971 m 1. DECORATIVE GLAZING INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE THE FINGER RECESS SHALL BEGIN APPLIANCE. � 2. WHERE THERE IS AND INTERVENING WALL_ OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND 3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET (1828 MM) w WITHIN 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLET 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. o 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) WITHW 7/8'INCH (22' MM) BELOW THE WIDEST • . DRAWING TITLE c� 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 I'OR NOT LESS THAN 3/8 INCH 117 _ 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 MI) BELOW THE TALLEST PORTION R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED 01 OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11 4 WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE ALARM DEVICES GENERAL NOTES i 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 CD 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 U-) 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 COMPOSITE 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 HORIZON ALLY 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 4. ONE OR MORE WALKING SURFACES ARE. WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY MM). "' 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 ILLUMINPTION IN ACCORDANCE WITH EXCEPTION: SMOKE ALARMS AND ALARMS INSTALLED TO SATISFY SECTION R314.4.1 SHALL NOT BE DATE: 06/21/22 SCALE: AS NOTED Q SECTION R303.7. REQUIRED TO BE INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS � 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 PROJECT#: N22X102 � R311.7.10 SPECIAL STAIRWAYS. SPIRAL STAIRWAYS AND BULKHEAD ENCLOSURE STAIRWAYS SHALL INTERCONNECTED TO THE EXISTING SMOKE ALARMS. TAX MAP#: 1000079000400017019 t 1. DECORATIVE GLAZING INCHES (3835 MM) BETWEEN FLOOR LEVELS OR LANDINGS. COMPLY WITH THE REQUIREMENTS OF SECTION R311.7 EXCEPT AS SPECIFIED IN SECTIONS R311.7.10.1 2. WHERE A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 AND R311.7.10.2. 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 v 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 CONTACTING THE GLASS AND HAVE A CF;OSS-SECTIONAL HEIGHT OF NOT LESS 1 1/2 INCHES (38 WILL PROVIDE OCCUPANT NOTIFICATION. G u01 0 MM). i 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 APPLICABLE STANDARDS LISTED IN THIS CHAPTER. D PHOTOVOLTAIC MATERIALS REQUIRED N 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 NUMBER STANDARD DESIGNATION AND, IF APPLICABLE, TYPE CLASSIFICATION INDICATED IN TABLE R905.1.1(1). INTERMITTENT OR 20 CFM CONTINUOUS C NUMBER OF CD HEADER MINIMUM OF R1006.1.1 FACTORY-BUILT FIREPLACES. EXTERIOR COMBUSTION AIR DUCTS FOR FACTORY-BUILT � JACK I`�11 E L S O � + P� � P' E UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). UNDERLAYMENT SHALL BE FIREPLACES SHALL BE A LISTEDHEADER SIZE T COMPONENT OF THE FIREPLACE AND SHALL BE INSTALLED IN N SPAN (FT.) FULL-HEIGHT STUDS O ACCORDANCE WITH THE FIREPLACE MANUFACTURER'S INSTRUCTIONS. SECTION G2407 (304) COMBUSTION, VENTILATION AND EILUTION AIR STUDS ATTACHED IN ACCORDANCE WITH TABLE R9 .1.1 2 (2) 2x6 1 1 engineers •architects •surveyors EXCEPTIONS: 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 CND 70 Maxess Road,Melville,NY 11747 1. AS AN ALTERNATIVE, SELF-ADHERING POLYMER-MODIFIED BITUMEN UNDERLAYMENT COMPLYING ( ) Z 3 (2) 2x6 2 1 INSTALLED IN ACCORDANCE l^lITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S 631.427.5665. nelsonpope.com WITH ASTM D1970 INSTALLED IN ACCORDANCE WITH BOTH THE UNDERLAYMENT MANUFACTURER'S APPLIANCES INSTALLED IN BUILDINGS SHALL BE PROVIDED BY APPLICATION OF ONE OF THE METHODS INSTRUCTIONS. PRESCRIBED IN SECTIONS G2407.5 THROUGH G2407.9. WHERE THE REQUIREMENTS OF SECTION 4 (2) 2x8 2 1 AND ROOF COVERING MANUFACTURER'S INSTRUCTIONS FOR THE DECK MATERIAL, ROOF G2407.5 ARE NOT MET, OUTDOOR AIR SHALL BE INTRODUCED IN ACCORDANCE WITH ONE OF THE Z VENTILATION CONFIGURATION AND 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 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 ¢ 5 (2) 2x10 3 2 CONSULTANT L� 2. AS AN ALTERNATIVE, A MINIMUM 4-INCH-WIDE (102 MM) STRIP OF SELF-ADHERING VENTILATED WITH OUTDOOR AIR SUCH AS NONMECHANICALLY VENTILATED CRAWL OR ATTIC SPACES. THE 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. Of 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 3i" x 9 Y4" (1.55E LSL) 3 2 SHALL BE APPLIED OVER ALL 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 MAKEUP AIR IN ACCORDANCE WITH 8 (2) 1 %" x 9 Y" (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. UNLI';TED COMBUSTION AIR DUCTS SHALL BE INSTALLED WITH A MINIMUM 1-INCH 2 ( ) 2 2x8 1 2 3. AS AN ALTERNATIVE, TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II OR (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 LOCATED SO AS NOT TO INTERFERE o ASTM D4869 TYPE III OR TYPE IV SHALT_ BE PERMITTED TO BE INSTALLED AS FOLLOWS IN THE DUCT OUTLET. WITH PROPER CIRCULATION OF COMBUSTION, VENTILATION AND DILUTION AIR. 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 N'),T 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 13Y 6 FEET (1829 MM). MANUFACTURER'S INSTRUCTIONS. COMBUSTION AIR SUPPLY. w 6 (2) 1 4" x 9 Y" (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 U 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 7 (2) 3 Y" x 11 Y" (1.55E LSL) 3 3 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. ck� 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 PART 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 R3D1.2(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 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. N (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 BUILi)INGS. 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 TERMiI,,I,ATION 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 APPROPRIATE 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 DIMENSION 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 SCOPE 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 S-ORIES. 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/KW) OF TOTAL INPUT RATING OF ALL SECTION R1004 FACTORY-BUILT FIREPLACES INTO THE ADJOINING DUCT OR FITTING IN THE DIRECTION OF AIRFLOW. EXHAUST DUCT JOINTS SHALL BE APPLIANCES. NO. ISSUED DATE SEALED IN ACCORDANCE WITH SECTION M1601.4.1 AND SHALL BE MECHANICALLY FASTENED. DUCTS SHALL NOT BE JOINED WITH SCREWS OR SIMILAR FASTENERS THAT PROTRUDE MORE THAN 1 8 INCH 1 90%PROGRESS SET 7/22/22 R1004.1 GENERAL. FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE / G2407.6 (304.6) OUTDOOR COMBUSTION AIR. OUTDOOR COf,1BUSTION AIR SHALL BE PROVIDED 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 OPENING(S) TO THE OUTDOORS IN ACCORDANCE WTH SECTION G2407.6.1 OR G2407.6.2. 2 ISSUED FOR PERMIT 7/29/22 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 THAN 3 INCHES (76 MM). M1502.4.3 TRANSITION DUCT. TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST R1004.2 HEARTH EXTENSIONS. HEARTH EXTENSIONS OF APPROVED FACTORY-BUILT FIREPLACES SHALL G2407.6.1 (304.6.1) TWO-PERMANENT-OPENINGS METHOD. TWO PERMANENT OPENINGS, ONE _ DUCT SYSTEM SHALL BE A SINGLE LENGTH THAT IS LISTED AND LABELED IN ACCORDANCE WITH UL BE INSTALLED IN ACCORDANCE WITH THE LISTING OF THE FIREPLACE. THE HEARTH EXTENSION SHALL 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 FIREPL.ACE's 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 ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. NELSON + POPE. UNAUTHORIZED FACTORY BUILT FIREPLACE UNLESS THE FIREPLACE SYSTEM HAS BEEN SPECIFICALLY TESTED, LISTED 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 PER 2,000 BTU/H (1100 MM2/KW) DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE1(3)]6. . 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. EDUCATION LAW. INFRINGEMENTS WILL 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 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 G2407.6.2 (304.6.2) ONE-PERMANENT-OPENING METHOD. OtiE PERMANENT OPENING, COMMENCING BE PROSECUTED 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 MO) FROM THE SIDES AND BACK AND 6 SEAL > 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 5'�cREDgRc 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 HORIZONTEL DUCT TO -HE OUTDOORS, OR SPACES C�� G�pELA.SCi /� 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 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'/KW) OF THE TOTAL INPUT RATING OF 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 THAN 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. U� t- N �` THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. M1505.1 GENERAL. WHERE LOCAL EXHAUST OR WHOLE-HOUSE MECHANICAL VENTILATION IS PROVIDED, SECTION P2903 WATER SUPPLY SYSTEM 9 031986 0 CD R1005.3 SOLID-FUEL APPLIANCES. FACTORY-BUILT CHIMNEYS INSTALLED IN DWELLING UNITS WITH THE EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. OF NEB SOLID-FUEL-BURNING APPLIANCES SHALL COMPLY WITH THE TYPE HT REQUIREMENTS OF UL 103 AND P2903.10 HOSE BIBB. HOSE BIBBS SUBJECT TO FREEZING, IIJCLUDING THE "FROSTPROOF" TYPE, 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 SHALL BE MARKED "TYPE HT" AND "RESIDENTIAL TYPE AND BUILDING HEATING APPLIANCE CHIMNEY." RECIRCULATED WITHIN A RL`>iDENCE OR CIRCULATED TO ANOTHER DWELLING UNIT AND SHALL BE THAT THEY CAN BE CONTROLLED AND DRAINED DURING COLD PERIODS. OWNER ~o 27 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 PARK RUN LLC C/O J 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 w THE REQUIREMENTS OF UL 103 AND SHALL BE MARKED "RESIDENTIAL TYPE AND BUILDING HEATING 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 DAVEY LAW PC z APPLIANCE CHIMNEY." ACCORDANCE WITH THE EXCEPTION TO SECTION M1503.3. VALVED (SEE FIGURE P2903.10). QD N CHIMNEYS FOR USE WITH OPEN COMBUSTION CHAMBER APPLIANCES INSTALLED IN BUILDINGS OTHER M1505.3 EXHAUST EQUIPMENT. EXHAUST EQUIPMENT SERVING SINGLE DWFI._LING UNITS SHALL BE LISTED PROJECT o THAN DWELLING UNITS SHALL COMPLY WITH THE REQUIREMENTS OF UL 103 AND SHALL BE MARKED AND LABELED AS PROVIDING THE MINIMUM REQUIRED AIRFLOW IN ACCORDANCE WITH ANSI/AMCA "BUILDING HEATING APPLIANCE CHIMNEY" OR "RESIDENTIAL TYPE AND BUILDING HEATING APPLIANCE 210-ANSI/ASHRAE 51 NEW SINGLE FAMILY . w CHIMNEY." RESIDENCE L�J 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. LLJ COMPLY WITH THE REQUIREMENTS OF UL 127. 150 DEER RUN Cn 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 SOUTHOLD, NY 11971 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 CONNFCTED 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 TO THE CHIMNEY, SHALL COMPLY WITH UL 959. PROVIDED WITH CONTROLS 1HAT ENABLE MANUAL OVERRIDE. GENERAL NOTES i R1005.7 FACTORY-BUILT CHIMNEY OFFSETS. WHERE A FACTORY-BUILT CHIMNEY ASSEMBLY M1505.4.3 MECHANICAL VENTILATION RATE. THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM z 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 DEGREES (0.52 RAID) FROM VERTICAL AT ANY POINT IN THE ASSEMBLY AND THE CHIMNEY ASSEMBLY M1505.4.3(1) OR EQUATION 15-1. n z SHALL NOT INCLUDE MORE THAN FOUR ELBOWS. o EQUATION 15.1: VENTILATION RATE IN CUBIC FEET PER MINUTE=(0.01 X TOTAL SQUARE FOOR ARE OF DRAWN BY: PV CHECKED BY: RM i HOUSE+ (7.5X(NUMBER OF BEDROOMS+1) DATE: 06/21/22 SCALE: AS NOTED � EXCEPTION: THE WHOLE-H('USE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE PROJECT#: N22X102 `' 0 INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 TAX MAP #: 1000079000400017019 0 PERCENT OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M1505.4.3(1) SHEET NO. N IS MULTIPLIED BY THE FACT�­)R DETERMINED IN ACCORDANCE WITH TABLE M1505.4.3(2). i u' M1505.4.4 LOCAL EXHAUST RATES. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THEG -002 CAPACITY TO EXHAUST THE L4INIMUM AIRFLOW RATE DETERMINED IN ACCORDANCE WITH TABLE o M 1505.4.4. CD 2020 NEW YORK STATE ENERGY CONSERVATION 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 �d RESIDENCE TO COMPLY WITH SECTIONS R401 THROUGH R404 OF THE NEW YORK STATE RESIDENTIAL CODE & R402.2.11 CRAWL SPACE WALLS., N/A THROUGH R403.3.5. COMPONENT AIR BARRIER CRITERIA R403.3.1 INSULATION (PRESCRIPTIVE). SEE MECH. A continuous air barrier shall be Air permeable insulation shall not be SECTION R402 OF THE NEW YORK STATE STRETCH CODE. ( ) REQUIREMENT: PROVIDED: R402.2.12 MASONRY VENEER. N/A SUPPLY AND RETURN EUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 installed in the building envelope. used as sealing material. E L S I `+I + �� O E WHERE 3 INCHES (76 v1M) IN DIAMETER AND GREATER AND R-6 WHERE LESS THAN 3 The exterior thermal envelope contains R401.3 CERTIFICATE (MANDATORY). CONTRACTOR TO PROVIDE CERTIFICATE INCHES (76 MM) IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF a continuous air barrier. engineers •architects •surveyors BEFORE COMPLETION OF PROJECT. R402.2.13 SUNROOM INSULATION. N/A THE BUILDING SHALL B_ INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES (76 MM) General Requirements Breaks or joints in the air barrier shall A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR OTHER APPROVED PARTY 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 AN APPROVED LOCATION INSIDE THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE SEE FOUNDATION PLAN ON A-101 FOR R402.3 FENESTRATION (PRESCRIPTIVE). 631.427.5665.nelsonpope.com CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, ( ) N/A 4 SEALING (MANDATORY). LOCATION. IN ADDITION TO THE REQUIREMENTS OF SECTION R402, FENESTRATION SHALL COMPLY WITH DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL INDICATE TO COMPLY SECTI,)NS R402.3.1 THROUGH R402.3.5. SHALL COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE AS AMENDED THE CONSULTANT THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILINGS, ROOFS, WALLS, ( )� The air barrier in any dropped The insulation in any dropped 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 CONSTRUCTIONS CODES AS APPLICABLE. EXCEPTIONS: insulation and any gaps in the air air barrier. SOLAR HEAT GAIN COEFFICIENT SHGC OF FENESTRATION, AND THE RESULTS FROM ANY THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN (SHGC) 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 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 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES 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 1ASEBOARD HEATERS. SHALE_ 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 CRIT[RIA 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 TEST: 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 (1133 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). - FLOOR AREA WHERE THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST. Walls framed walls shall be installed in 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) 9 ENVELOPE HAVE BEEN MADE. PER 100 SQUARE FEET 9 29 M2 OF CONDITIONED FLOOR AREA. CLASS 11 - KRAFT FACED FIBERGLASS PRESSURE OF 0.2 INCH W.G. 50 PASCALS). TESTING SHALL BE PERFORMED AT ANY ( ) R402.1.1 VAPOR RETARDER ( 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 THE 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 SEE SECTIONS ON A-30 A-303, 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, CONDITIONED FLOOR AREA. AS APPLICABLE. A-304, A-305 FOR LOCAATIONS.ONS. BUT NOT SEALED, BEYOND THE INTENDED WEATHER-STRIPPING OR OTHER R4013.5 BUILDING.CAVTIES (MANDATORY): NO FRAMING CAVITIES HAVE BEEN USED FOR KEY PLAN INFILTRATION CONTROL MEASURES. DUCTS OR PLENUMS. The space between window/door jambs N/A R402.1.2 INSULATION AND FENESTRATION CRITERIA. 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE BUILDING FRAMING CAVFIES 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. ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE 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 N SHGC R-VALUE R-VALUE & DEPTH WALL BE TURNED OFF. N/A exposed edge. installed to maintain permanent contact 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, with the underside of subfloor decking, R-VALUE BE FULLY OPEN. INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND or floor framing cavity insulation shall REQUIRED 4 0.27 0.55 0.40 49 21 OR 13+5 15/20 30 15/19 10, 4FT. 15/19 WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE be permitted to be in contact with the NO. REVISIONS DATE WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN DEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED. top side of sheathing, or continuous PROVIDED 4 0.27 - 0.27 50 21 - 30 - - - APPROVED ROVED THIRD PARTY. insulation installed on the underside of R403.5 SERVICE HOT WATER SYSTEMS. TO COMPLY 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 V;'RITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PREPARED AND SIGNED and cantilevered floors) bottom to the top of all perimeter _ BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. THE ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER SYSTEMS SHALL BE IN floor framing. 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 HANDBOOK OF FUNDAMENTALS AND SHALL INCLUDE THE THERMAL BRIDGING EFFECTS OF shall be covered with a Class 1 vapor NO. ISSUED DATE FRAMING MATERIALS. IN ADDITION TO UA COMPLIANCE, THE SHGC REQUIREMENTS SHALL BE MET. 5. HE DATE(S) OF THE TEST; ppg p retarder with overlapping joints taped. 6. A CERTIFICATION BY THE PARTY CONDUCTING THE TEST OF THE ACCURACY OF THE R403.5.1.1 CIRCULATION SYSTEMS. Crawl space walls 1 90%PROGRESS SET 7/22/22 TEST RESULTS; AND HEATED WATER CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A CIRCULATION PUMP. 2 ISSUED FOR PERMIT 7/29/22 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 COILING WITH ATTIC SPACES. COMPLIES 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 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 'AlOOD-BURN ING 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 OUTDC1OR 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 -EATED 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 CCLD 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 WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF AIR LEAKAGE FOR ANDERSON WINDOWS 400 FOLLOWING: ALTERATIONS OR ADDITIONS TO THESE _ SERIES TILT AND WASH 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. COMPLIES ACTION OF A USER OF A FIXTURE OR APPLIANCE, SENSING THE PRESENCE OF A USER the garage and conditioned spaces. EDUCATION LAW. INFRINGEMENTS WILL WITH NFRC 400 OR AAMA/WDMA/CSA 101/LS.2/A440 BY AN ACCREDITED, INDEPENDENT Garage separation o_ 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 LABOF,`,TORY AND LISTED AND LABELED BY THE MANUFACTURER. FITTING OR APPLIANCE. Li CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES N01 ALLOW SUFFICIENT SEAL a. SPACE FOR THE REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION R-VALUE FOR EXCEPTION: SITE-BUILT WINDOWS, SKYLIGHTS AND DOORS. 2. THE CONTROL SHALL LIMIT THE TEMPERATURE OF THE WATER C). OF (40 ° g g t EKED qR ENTERING THE COLD WATER PIPING TO 104. Recessed light fixtures installed in the Recessed light fixtures installed in the '� SUCH ROOF/CEILING ASSEMBLIES SHALL BE R--30. INSULATION SHALL EXTEND OVER THE TOP �5 C C,, OF THE WALL PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. R403.5.3 HOT WATER PI'E INSULATION (PRESCRIPTIVE). SEE MECH. Recessed lighting building thermal envelope shall be building thermal envelope shall be air �� \G�PELA.se, y�j, THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION R402.1.2 SHALL BE sealed to the drywall. tight and IC rated. 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) 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 ` APPROACH IN SECTION R402.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.5. IN CI. MATE ZONES 3 THROUGH 8, WHERE OPEN COMBUSTION AIR DUCTS PROVIDE (P - around wiring and plumbing in exterior ,, ,t,_.r¢ * 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 y �; AND COMBUSTION AIR OPENING SHALL BE LOCATED OUTSIDE THE BUILDING THERMAL 2. PIPING SERVING MORE THAN ONE DWELLING UNIT. readily conforms to available spacea31986 pQ- w 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. DF (�E�1� o ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE 4. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. w R402.2.3 EAVE BAFFLE. ENVELOPE REQUIREMENTS OF TABLE R402.1.2, WHERE THE WALLS, FLOORS AND 5. PIPING LOCATED} UNDER A FLOOR SLAB. o VENTILATION BAFFLES PROVIDED CEILI'IGS 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 RETURN PIPING IN RECIRCULATION SYSTEMS. w TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EDUAL OR GREATER THAN SEE DETAILS ON A-303. DUCTS IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION 150 DEER PARK RUN LLC C/O T AIR DUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO AN R403.6 MECHANICAL VENTILATION (MANDATORY). TO COMPLY THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. The air barrier installed at exterior walls Exterior walls adjacent to showers and DAVEY 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 w THE 2020 NEW YORK STATE MECHANICAL CODE (AS AMENDED), THE 2020 NEW YORK Shower/tub on exterior wall separate them from the showers and EXCEPTIONS: STATE RESIDENT tubs. RESIDENTIAL CODE (AS AMENDED), OR THE NEW YORK CITY CONSTRUCTIONS CODES, PROJECT R402.2.4 ACCESS HATCHES AND DOORS. COMPLIES 1.DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED o ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CONTINUOUS TO THE OUTSIDE. AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES NEW SINGLE FAMILY % AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE w 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 w INSULATION ON THE SURROUNDING SURFACES. ACCESS THAT PREVENTS DAMAGING OR THE RESIDENTIAL CODE OF NEW YORK STATE. electrical or communication boxes or D- COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE-FILL Electrical/phone box on exterior air-sealed boxes shall be installed. cif 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 INSTALLED TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING SPACE LOCATIONS. 150 DEER RUN WHEN THE ATTIC ACCESS IS OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY). SEE HVAC SUPPLEMENT. m 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 SOUTHOLD, NY 11971 AND 5. BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER building thermal envelope shall be w 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 HEATING AND COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER 0- LOCATIONS. NOT LESS THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE R-30 BATT INSULATION IN FLOORS, 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 SHALL 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 DWEWNG 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 R404.1 LIGHTING EQUIPMENT (MANDATORY). adhesive sealants shall not be used to z N A OPERATION WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. ( ) LIGHTING TO COMPLY fill the voids between fire s rinkler o R402.2.9 BASEMENT WALLS. / Concealed sprinklers p NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES DRAWN BY: PV CHECKED BY: RM cover plates and walls or ceilings. z 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. N/A SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY DATE: 06/21/22 SCALE: AS NOTED /THE BASEMENT WALL DOWN TO 10 FEET (3048 MM) BELOW GRADE OR TO THE BASEMENT ENVELOPE INSTALLED LIGHTING FIXTUPES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. SEE GENERAL NOTE ON ELECTRICAL PLANS i FLOOR, WHICHEVER IS LESS. WALLS ASSOCIATED WITH UNCONDITIONED BASEMENTS SHALL HOT WATER BOILERS THAT SUPPLY HEAT TO THE BUILDING THROUGH ONE- OR PROJECT#: N22X102CD COMPLY WITH THIS REQUIREMENT EXCEPT WHERE THE FLOOR OVERHEAD IS INSULATED IN TWO--PIPE HEATING SYSTEMS SHALL HAVE AN OUTDOOR SETBACK CONTROL THAT i ACCORDANCE WITH SECTIONS R402.1.2 AND R402.2.8. LOWERS THE BOILER WATER TEMPERATURE BASED ON THE OUTDOOR TEMPERATURE. TAX MAP#: 1000079000400017019 0 SHEET NO. N i ff c� w G -003 o i CD �v R403.1 CONTROLS (MANDATORY). SEE FLOOR PLANS FOR THERMOSTAT R406.5 VERIFICATION BY APFROVED AGENCY. TO COMPLY 2020 IECC ANALYSIS - HERS 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 LmREQUIREMENT: PROVIDED: R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT (MANDATORY). N/A R406.6 DOCUMENTATION. TO COMPLY A CONTINUOUS AIR BARRIER SHALL BE AIR PERMEABLE INSULATION SHALL NOT ET XA R401.3 CERTIFICATE (MANDATORY). CONTRACTOR TO PROVIDE CERTIFICATE INSTALLED IN THE BUILDING ENVELOPE. BE USED AS SEALING MATERIAL. BEFORE COMPLETION OF PROJECT. HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE DOCUMENTATION OF THE SOFTWARE USED TO DETERMINE THE ERI AND THE THE EXTERIOR THERMAL ENVELOPE f �} A PERMANENT CERTIFICATE SHALL BE COMPLETED BY' THE BUILDER OR REGSTERED DESIGN CONTROLS THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION PARAMETERS FOR THE RESIDENTIAL BUILDING SHALL BE IN ACCORDANCE WITH GENERAL REQUIREMENTS CONTAINS A CONTINUOUS AIR BARRIER. I `�J E L S O► N + P V PE PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. SECTIONS R406.6.1 THROUGH R406.6.3. BREAKS OR JOINTS IN THE AIR BARRIER UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING. WHERE LOCATED ON AN SEE FOUNDATION PLAN ON A-101 FOR SHALL BE SEALED. engineers "architects "surveyors ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE LOCATION. R406.6.1 COMPLIANCE SOFTWARE TOOLS. TO COMPLY CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE R403.3.2 SEALING (MANDATORY). 7o Maxess Road,Melville,NY 11747 CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUE: 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 CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND FLOOR) SHALL COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS AMENDED), THE SOFTWARE TOOLS CONFORM TO THE PROVISIONS OF THIS SECTION SHALL BE PROVIDED CEILING/SOFFIT SHALL BE ALIGNED WITH CEILING/SOFFIT SHALL BE ALIGNED WITH 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. CONSFRUCTIONS CODES, AS APPLICABLE. EXCEPTIONS: BARRIER SHALL BE SEALED. HEAT GAIN COEFFICIENT (SHGC) OFFENESTRATION, AND THE RESULTS FROM ANY REQUIRED R406.6.2 COMPLIANCE REPORT. TO COMPLY CEILING ATTIC CONSULTANT DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE / ACCESS OPENINGS, DROP DOWN STAIRS THERE IS MORE THAN ONE VALUE FOR EACH COMPCNENT, THE CERTIFICATE SHALL LIST THE 1. Ails-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED OR KNEE WALL DOORS TO WITHGUT 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 DESGN COMPLIES WITH SECTIONS R406.3 AND R406.4. THE EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING INFORMATION: SEALED. GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE OR BASEBOARD ELECTRIC HEATER IS 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN 500 PA , ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS-FIRED UNVENTED ROOM ( ) 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 LiNVENTED 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. TO COMPLY 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). FOR DUCTS OR PLENUMS DOCUMENT ALL INPUTS ENTERED BY THE USER NECESSARY TO REPRODUCE THE INSULATION FOR FRAMED WALLS SHALL THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN BUILDI!JG FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. RESULTS. BE INSTALLED IN SUBSTANTIAL CONTACT ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R/02.4.4. _ AND CONTINUOUS ALIGNMENT WITH THE 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 4.NAME AND VERSION OF THE COMPLIANCE SOFTWARE TOOL. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F (41°C) OR THE SPACE BETWEEN WINDOW/DOOR 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'MtULTIPLV 'ORENTATIONS, 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 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. BARRIER. SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE AND `,MALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION 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 METHOD 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 OFFICIAL SHALL BE PERMITTED TO REQUIRE THE FOLLOWING DOCUMENTS: PERMANENT CONTACT WITH THE COMPONENTS AND VERIFY COMPLIANCE. (MANDATORY). UNDERSIDE OF SUBFLOOR DECKING, OR 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 HEAT``D WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION REFERENCE DESIGN. SHALL BE PERMITTED TO BE IN CONTACT 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 Bv 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 LOILDING 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 AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE DUCT SHAFTS, UTILITY PENETRATIONS, NO. REVISIONS DATE SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL R406.7.1 MINIMUM CAPABILITIES. TO COMPLY VENTILATION SYSTEM IS NOT OPERATING. AND FLUE SHAFTS OPENING TO EXTERIOR MEASURES. CALCULATION PROCEDURES USED TO COMPLY WITH THIS SECTION SHALL BE SOFTWARE SHAFTS, PENETRATIONS OR UNCONDITIONED SPACE SHALL BE ----- - 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN. TOOLS CAPABLE OF CALCULATING THE ERI AS DESCRIBED IN SECTION R406.3, AND SEALED. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY). SEE HVAC SUPPLEMENT. SHALL INCLUDE THE FOLLOWING CAPABILITIES: VENTILATORS SHALL BE CLOSED AND SEALED. BATTS IN NARROW CAVITIES SHALL BE HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE 1.COMPUTER GENERATION OF THE ERI REFERENCE DESIGN USING ONLY THE INPUT FOR CUT TO FIT, OR NARROW CAVITIES SHALL TURNED OFF. BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER NARROW CAVITIES BE FILLED WITH INSULATION THAT ON APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT THE RATED DESIGN. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE HEAT11,13 AND COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER INSTALLATION READILY CONFORMS TO FULLY OPEN. THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE THE CALCULATION PROCEDURE SHALL NOT ALLOW THE USER TO DIRECTLY MODIFY THE AVAILABLE CAVITY SPACE. EQUIPI.1LNT 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 EQUIPMENT IN THE ERI REFERENCE DESIGN RESIDENCE IN ACCORDANCE A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PREPARED AND SIGNED BY - WITH SECTION R403.7. RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN NO. ISSUED DATE THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. THE R404.1 LIGHTING EQUIPMENT (MANDATORY). LIGHTING TO COMPLY RECESSED LIGHTING THE BUILDING THERMAL ENVELOPE SHALL THE BUILDING THERMAL ENVELOPE SHALL 1 90%PROGRESS SET 7/22/22 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. 2 ISSUED FOR PERMIT 7/29/22 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 AIR-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 COMPONENT CHARACTERISTICS DETERMINED BY THE ANALYSIS TO PROVIDE CONFORMS TO AVAILABLE SPACE SHALL 4. MEASUREMENT OF THE AIR VOLUME LOST AT AN INTERNAL PRESSURIZATION OF 0.2 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; R406.7.2 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 R406.2 MANDATORY REQUIREMENTS. TO COMPLY WALLS ADJACENT TO SHOWERS AND AND TUBS SHALL BE INSULATED PERFORMANCE ANALYSIS TOOLS MEETING THE APPLICABLE SECTIONS OF SECTION R406 SHALL 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. 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 R402.4.2 FIREPLACES. ENERGY CONSERVATION CODE. ELECTRICAL PHONE BOX ON BEHIND ELECTRICAL OR COMMUNICATION NELSON + POPE. UNAUTHORIZED R406.7.3 INPUT VALUES. TO COMPLY EXTERIOR WALLS BOXES OR AIR-SEALED BOXES SHALL BE ALTERATIONS OR ADDITIONS TO THESE N/A WHEN CALCULATIONS REQUIRE INPUT VALUES NOT SPECIFIED BY SECTIONS R402, R403, R404 INSTALLED. DOCUMENTS ARE A VIOLATION OF EXCEPTION: SUPPLY AND RETURN DUCTS NOT COMPLETELY INSIDE THE BUILDING THERMAL AND R405, THOSE INPUT VALUES SHALL BE TAKEN FROM AN APPROVED SOURCE. R402.4.3 FENESTRATION AIR LEAKAGE. SEE AIR LEAKAGE DETAILS ON A-305 AIR 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 AN AIR INFILTRATION RATE OF LEAKAGE FOR ANDERSON WINDOWS EDUCATION LAW. INFRINGEMENTS WILL c> A-SERIES DOUBLE HUNG < 0.2 CFM HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE 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 o 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 WHEN REQUIRED TO BE SEALED, SEAL w AAMA/WDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED -�EREOqR THE ENERGY RATING INDEX (ERI) SHALL BE A NUMERICAL INTEGER VALUE THAT IS BASED ON CONCEALED FIRE SPRINKLERS SHALL �5 AND LABELED BY THE MANUFACTURER. C� C a ONLY BE SEALED IN A MANNER THAT IS GNAELq. A LINEAR SCALE CONSTRUCTED SUCH THAT THE ERI REFERENCE DESIGN HAS AN INDEX VALUE �� Sc�9 j� m OF 100 AND A RESIDENTIAL BUILDING THAT USES NO NET PURCHASED ENERGY HAS AN INDEX RECOMMENDED BY THE MANUFACTURER. R402.4.4 ROOMS CONTAINING FUEL-BURNING APPLIANCES. VALUE OF 0. EACH INTEGER VALUE ON THE SCALE SHALL REPRESENT A 1-PERCENT CHANGE CAULKING OR OTHER ADHESIVE SEALANTS * 9 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 EFI REFERENCE DESIGN. THE ERI SHALL CONSIDER ALL ENERGY USED IN THE RESIDENTIAL BETWEEN FIRE SPRINKLER COVER PLATES COMBUSTION AIR TO OPEN COMBUSTION FUEL BURNING APPLIANCES, THE APPLIANCES BUILDING. AND WALLS OR CEILINGS. A AND COMBUSTION AIR OPENING SHALL BE LOCATED OUTSIDE THE BUILDING THERMAL 0 �31986 O!j� 0 ENVELOPE OR ENCLOSED IN A ROOM, ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE F NEW REQUIREMENTS OF TABLE R402.1.2, WHERE THE WALLS, FLOORS AND CEILINGS SHALL R406.3.1 ERI REFERENCE DESIGN. TO COMPLY 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 oz THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE REQUIREMENTS OF THE 2006 INTERNATIONAL ENERGY CONSERVATION CODE PRESCRIPTIVE w ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUS-ION AIR DUCT REQUIREP,IENTS. 150 DEER PARK RUN LLC C/O SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM DAVEY LAW PC rl OF R-8. LLJ 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 w OF THE INTERNATIONAL RESIDENTIAL CODE RESIDENCE LLJ COMPLIANCE BASED ON AN ERI ANALYSIS REQUIRES THAT THE RATED DESIGN BEcn 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. z 150 DEER RUN o THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TO COMPLY SOUTHOLD, NY 11971 m TRADEOFFS FROM SECTION R402.1.5 OR R405 SHALL BE 0.48 IN CLIMATE ZONES 4 MAX. U-FACTOR = 0.30 (IBC) TABLE R406.4 MAXIMUM ENERGY RATING INDEX AND 5. MAX. U-FACTOR = 0.27 (NY STRETCH) w CLIMATE ZONE ENERGY RATING INDEX o 1 52 DRAWING TITLE i 2 52 3 51 HERS CODE NOTES c� 4 54 0 5 55 Cn z 0 6 54 0 7 53 DRAWN BY: PV CHECKED BY: RM = 0 DATE: 06/21/22 SCALE: AS NOTED Q 8 53 PROJECT#: N22X102 0 TAX MAP#: 1000079000400017019 0 SHEET NO. N / 0 w NELSON + POPE engineers•architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT I x / x I II x / / x / I I / I I XI O KEY PLAN / I x I- x 50'-O" I ^ / x x N / I I x) I II T �oG I I LL- i I NO. REVISIONS DATE Li v� ca x l o I— / �' I W X \ O II I � I I Q X NO. ISSUED DATE ( 1 90%PROGRESS SET 7/22/22 Li \ PROPO5E0 DRIVEWAY I I 2 ISSUED FOR PERMIT 7/29/22 x \ / W I 1 x z I I II Q X` ZONING ANALYSIS t I z l JURISDICTION: TOWN OF SOUTHOLD I w z ` I TAX MAP ID: SEC:79 BLK:4 LOT:17 ZONE: RES-AC THESE PLANS ARE AN INSTRUMENT OF i i i PHYSICAL ADDRESS: 150 DEER RUN SOUTHOLD, NY, 11971 3 x SERVICE AND ARE THE PROPERTY OF = < ' i I SEC. ZONING ORDINANCE LIMIT REQUIRED PROPOSED COMPLIES (Y/N) NELSON + POPE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE \ II 280 ATT. 3 LOT AREA MIN. 80,000 S.F. 86,235 S.F. Y x DOCUMENTS ARE A VIOLATION OF \ I z i I 280 BUILDING COVERAGE MAX. 20% TOTAL 3.9% Y SECTION 7209 OF THE NEW YORK STATE PROPOSED DWELLING 16,000 S.F. 3,325 S.F. EDUCATION LAW. INFRINGEMENTS WILL e �I � `\ i �-. BE PROSECUTED m x , I 280 ATT. 3 FRONT YARD SETBACK MIN. 60' 79 Y SEAL RED X 280 ATT. 3 REAR YARD SETBACK MIN. 75' 155' Y GAS\GNAELq C qR 1I 280 ATT. 3 SIDE YARD SETBACK MIN. 20' 46' Y �!� � sc9 11 - 280 ATT. 3 AGG. SIDE YARDS MIN. 45' 128' Y 280 ATT. 3 BUILDING HEIGHT MAX. 35' 28' Y 00 J 1986 �1 po I o,c O z NEWS z r--I 0 o OWNER �t CD 150 DEER PARK RUN LLC C/O m j J DAVEY LAW PC o 0 PROJECT o NORTH BAYVIET ROAD NEW SINGLE FAMILY RESIDENCE w 150 DEER RUN � 0 SOUTHOLD, NY 11971 w 1 PLOT PLAN DRAWING TITLE 1/32'= i'-0' S C� PLOT PLAN &ZONING ANALYSIS i Un 0 U- z 0 DRAWN BY: PV CHECKED BY: RM c� DATE: 06/21/22 SCALE: AS NOTED Q PROJECT#: N22X102 0 TAX MAP#: 1000079000400017019 0 SHEET NO. N i Lj w A-090 o CONSTRUCTION LEGEND NEW GYP. BD. WALL MlO NEW CONCRETE FOUNDATION WALL N E L S O N + P O P E engineers•architects•surveyors 70 Maxess Road,Melville,NY 11747 C 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" oo � STRUCTURAL POST ABOVE 6'-7" L. 8'-4" V 8'-4" 8'-4" • STRUCTURAL STEEL POST HSS 3-1/2x3-1/2X1/2 (2) 2X12 ACQ (2) 2X12 ACQ (2) 2X12 ACQ (2) 2X12 ACQ - -- - -�- - - - q - - - E]=-° - - - - 5'-4" 6'-4" _- _ l G�Q� COL. P1 (6) 2X4 °O -- - p� COL. P2 - (5) 2X4 13 -5 1/ " 6'-10" d (3) 1-3/4 X14 LVL L ADH3250 ADH32 __ G'R `-___ - � `-____ ______ -_ � - - - - 4'-8� COMBINATION SMOKE & CARBON MONOXIDE KEY PLAN _44�©� - 4 X14 - LVL _ -_ __; _-(3) - -3/ _ ALARM WIRED 0 HOUSE CURRENT WITH r ---- � BATTERY BACKUP. IN ACCORDANCE WITH NYS RESIDENTIAL CODE R314 AND NFPA 72. Cy -- < o D NEW 150 CFM 3.0, SONES OR BETTER. N p EXHAUST FAN IN COMPLIANCE WITH NYS 1/2"0 ANCHOR BOLTS W/ 3"XYM/4" RESIDENTIAL CODE M 1507.3 N PLATE WASHER @ 30" O.C. MAX W/ A MIN. 7" EMBEDMENT. AN ANCHOR BOLT IS TO BE (2) 2X12 ACQ ® (2) 2X12 ACQ o LOCATED BETWEEN 4"-12" FROM EVERY ,_a1f _ GENERAL CONSTRUCTION NOTES CORNER PER R403.1.6 (TYP.) - _I__ F NO. REVISIONS DATE 6'-7" 6'-7" � � C3 �I °O 1. SEE SHEET G-001 & G-002 FOR ADDITIONAL GENERAL NOTES. r' o UNFINISHED BASEMENT K' o o HANDRAIL @ 34"-38" 2 o o -- -CO H. PER R311.7.8 2. ALL NEW PLUMBING FIXTURES AND FINISHES TO BE CHOSEN BY OWNER. A-202 CD 3. ALL NEW WINDOWS/EXTERIOR DOORS TO BE ANDERSEN A-SERIES OR PROVIDE 36" HIGH -Cn AREA DRAIN APPROVED EQUAL UNLESS OTHERWISE NOTED. - - HANDRAIL/GUARD RAIL W/ J__ BALUSTERS NOT TO ALLOW -'` 4. REFER TO ELEVATIONS FOR ALL WINDOW GRILL CONFIGURATIONS. THE PASSAGE OF A 4"0 0b 1 SPHERE / _ 1 5. 1ST FLOOR WINDOW SILL HEIGHT 2'-6" (TYP.) U.O.N. SEE A-201 & A-202 x 1 A-301 " FOR HEAD HEIGHTS. -- A-3ot Ln �> 3070 7'-7 / ,_ 26 -11 1/2 M J , " / le `0 l 58-4 ?�2 6. 2ND FLOOR WINDOW SILL HEIGHT 2'-8" (TYP.) U.O.N. SEE A-201 & A-202 NO. ISSUED DATE o �'- " " " -- - 6�) kjOACQ FOR HEAD HEIGHTS. 1 90%PROGRESS SET 7/22/22 13 -9 - 9 -3 3-10 11 -8 10 -0 9 -10 �2' 7. SEE G-002 FOR HEADER SIZES U.O.N. 2 ISSUED FOR PERMIT 7/29/22 l 1 2 1-3 4"X _ �_1_3/4"X14"_LVL (- 1, _ W- F 14X30 _00 i _ _ W14X30 _ F MECH RM 8. ALL FILL TO BE COMPACTED IN 12" LIFTS TO 95% STANDARD PROCTOR c� - i- ' 114" L L2470 2X1O ACQ DENSITY. J , @ 16" O.C. CL UP 3070 C? 9. ALL CONCRETE TO BE 4,000 PSI CONCRETE. 0- J ' 15 RISERS @ 8" (MAX.) J 3/4•HR, FIRE.• x �' 14 TREADS @ 11" (MIN.) RATED DOOR W/ x `D 10. ALL COLUMNS TO BE 6X6 POSTS U.O.N. _ - - LZSELF CLOSER °O T o J X ji\ - ® �' 11. ALL STEEL COLUMNS TO BE HSS 3-1/2 X 3-1/2 X 112. I 00 ri INSTALL 5/8" TYPE X FIRE 2¢`6' 12. ALL INTERIOR WALLS TO BE 2X4 FRAMING U.O.N. t Q x z THESE PLANS ARE AN INSTRUMENT OF I ( M RATED GYP. BD. ON WALLS 13. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. SERVICE AND ARE THE PROPERTY OF � NELSON + POPE. UNAUTHORIZED N o0 0 N c� 4--- - UNFINISHED BASEMENT _ �- _ MECHANICAL& CEILING ROOMULL EXTENT OF o �, -- ( 1 / 1 ALTERATIONS OR ADDITIONS TO THESE _ W14X34 S-6" ® - -� - - - SMOKE & CARBON MONOXIDE NOTES DOCUMENTS ARE A VIOLATION OF 14" TJI 360 i-__ _ _! SECTION 7209 OF THE NEW YORK STATE T@ 16" O.C. R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION EDUCATION LAW. INFRINGEMENTS WILL 15'-8" 16'-4" - - -- i R314. BE PROSECUTED o 6 CE `� 4'-4 1/2" N co R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL SEAL > � 2�`8" 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN \S-�EREpq x ACCORDANCE WITH UL 217 AND UL 2034. G RC' \GNAELA.S y ;� I ® 1/2"0 ANCHOR BOLTS W/ 3"X3"X 1/4" 4 1/2" P.C. SLAB REINFORCED W/ d - CD 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 a� FD i A-2o2 l 7" EMBEDMENT. AN ANCHOR BOLT IS TO BE VAPOR BARRIER ON WELL COMPACTED iv LOCATIONS: 9 n o 1. IN EACH SLEEPING ROOM. Q 00 LOCATED BETWEEN 4"-12" FROM EVERY GRAVEL (TYP.) 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE _ � ro CORNER PER R403.1.6 (TYP.) BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND F �31986 HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE 0�FNEW� 1 HR FIRE RESISTIVE RATED ATTICS. IN DWELLINGS OR DWELLING NITS WITH SPLIT LEVELS AN WITHOUT v I L I U L D U PARTITION (UL DESIGN NO. U305) AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM o CONSTRUCTED OF 2 4 STUDS WITH INSTALLED ON THE UPPER LEVEL HALLSUFFICE FOR THE ADJACENT LOW R WNER X I � O _ _ _ __ - 3-1/2" FIBERGLASS INSULATION & LEVEL PROVIDED THATTHE LOWERS LEVEL ISLESS THAN ONE FULL STORY E o l U "� BELOW THE UPPER LEVEL. 7 5O DEER PARK RUN LLC C/O Q N ONE-LAYER 5/8" TYPE "X' GYP. �, R - `�' CY - - -- BD. BOTH SIDES j 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914MM) DAVEY LAW PC o U 0 6" SLAB ON GRADE W/ WWM A-303 l TQ L - _ _ HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT o �o o co - - - 6X6XW2.1 XW2.1 CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT - -- - - - ---- - v¢ N ® ¢ PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. PROJECT 771 14'-4" 1'-6" 8'-0" Cy �, 4'-8" 10'-6" 4'-8" �, 10'-2" 7'-2" l is x `�� R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO NEW SINGLE FAMILY ``' `" `V BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION RESIDENCE (2) 2X12 ACQ v v (2) 2X12 ACQ _ - "� 91�„ ! R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT o - - - - THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE (2) 2X12 ACQ �1, _ _ _ �', � `:r ,. INDIVIDUAL DWELLING UNIT. 150 DEER RUN � PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE o LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON SOUTHOLD, NY 11971 15'-0" 10'-3" 1'-8" 13'-8" 1'-8" 13'-1" 5'-8" 2`p� ACTIVATION OF ONE ALARM. m 61'-0" ' SECTION F915 CARBON MONOXIDE ALARMS DRAWING TITLE 9"�n 915.1 GENERAL. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION FOUNDATION CONSTRUCTION PLAN i 915.2 FOR RESIDENTIAL BUILDINGS. U, A-302 A-2o� 2. 915.2 RESIDENTIAL BUILDINGS. U) 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY o CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE DRAWN BY: PV CHECKED BY: RM 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: 06/21/22 SCALE: i r 1 FOUNDATION CONSTRUCTION PLAN AS NOTED } 1/4"= V-0" FROM A CARBON MONOXIDE ALARM. PROJECT#: N22X102 0 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY TAX MAP#: 1000079000400017019 0 THAT CONRTAINS A CARBON MONOXIDE SOURCE. SHEET NO.A- 1 01 N i c� o CONSTRUCTION LEGEND le ; NEW GYP. BD. WALL - - NEW CONCRETE FOUNDATION WALL N ELSON + POPE - - engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 C NEW DOOR 631.427.5665.nelsonpope.com I 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" � STRUCTURAL POST ABOVE X = Q _ _ _ __�_�__ ____-______ ____ - --- -- -- --- --- ---- -.- -- --- -- - - - - - • STRUCTURAL STEEL POST HSS 3-1/2x3-1/2X 1/2 ADH3050 ADH3050 ADH3050 COL. P1 - (6) 2X4 w o 00 o c, Q� 1 1 I EATING AREA I A-303 A-302 o �' o ADH3040 ADH3040 ADH3040 Gp COL. P2 - (5) 2X4 4 Q 2X6 CEILING JOISTS Q SH: 3'-8" SH: 3'-8" SH: 3'-8" Q - - -- - - -- - - - - I (2) 1-3/4"X 1-3/4 (2) 1-3/4"X I @ 16 O.C. - -- -- -- _- _ -- --- COMBINATION SMOKE & CARBON MONOXIDE KEY PLAN (3) 1-3/4"X 14" LVL _ __ 11- /8" LVL---_ 11-7/88" LVL -_ 11-7/8" LVL L (2) 1-3/4"X 11-7/8" LVL - -- J T ALARM WIRED TO HOUSE CURRENT WITH o' -- - - - - - - - - - I - BATTERY BACKUP. IN ACCORDANCE WITH NYS P , RESIDENTIAL CODE R314 AND NFPA 72. CD 21 _- LO 10'-6" 2'-8" 5-0 8 -0 - - ------- NEW 150 CFM 3.0 SONES OR BETTER. J EXHAUST FAN IN COMPLIANCE WITH NYS = MASONRY FIREPLACE - 36"H. GUARD RAIL RESIDENTIAL CODE M1507.3 N _ � MUST COMPLY W/ o _ I' W/ BALUSTERS �_ I CDI - - SPACED TO PREVENT \ ICD IRC CHAPTER 10 I O E� ® COVERED PATIO X "' M '`' THE PASSAGE OF A o� 1 C) co ¢N 4"0 SPHERE GENERAL CONSTRUCTION NOTES NO. REVISIONS DATE x � \ r� _ - - `�' No N ® O -_-_ - HANDRAIL @ 34"-38" 1. SEE SHEET G-001 & G-002 FOR ADDITIONAL GENERAL NOTES. �I o _f H. PER R311.7.8 Cv = _ _ 0 O O I GREAT RM i' KITCHEN ^ _ O i0 _-- 2. ALL NEW PLUMBING FIXTURES AND FINISHES TO BE CHOSEN BY OWNER. o2 I O 1 N V 3. ALL NEW WINDOWS/EXTERIOR DOORS TO BE ANDERSEN A-SERIES OR PROVIDE 36" HIGH -- ---- 1 O �. APPROVED EQUAL UNLESS OTHERWISE NOTED. HANDRAIL GUARD RAIL W I L / / O � � (3) 1-3/4"X14" LVL - I BALUSTERS NOT TO ALLOW � = G � 4. REFER TO ELEVATIONS FOR ALL WINDOW GRILL CONFIGURATIONS. - - - THE PASSAGE OF A 4"0 o ao FWGD8080 - - o -1 �� o� 1 SPHERE N, M 1 j Q �, �Q 2 5. 1ST FLOOR WINDOW SILL HEIGHT 2'-6" (TYP.) U.O.N. SEE A-201 & A-202 L' o = A-3o1 J �� A-202 FOR HEAD HEIGHTS. - A-301 FQ V) - -- - - - _ �'' I W12X30 / `v a - - - i- - - - 6. 2ND FLOOR WINDOW SILL HEIGHT 2'-8" (TYP.) U.O.N. SEE A-201 & A-202 NO. ISSUED DATE FOR HEAD HEIGHTS. 13-10 � a 4'- 8'-4" 11 4 12'-4-" 8 0 1 90%PROGRESS SET 7/22/22 (2) 1-3/4"X (2) 1 3/4"X (2) 1-3/4"X 1 coIt I POWDER 1 7. SEE G-002 FOR HEADER SIZES U.O.N. 2 ISSUED FOR PERMIT 7/29/22 r? 11-7/8" LVL 11-7 " LVL _ W12X30 11-7 8" LVL 1 HR FIRE RESISTIVE RATED PARTITION - i_ - - - - - - --- - RM ° (UL DESIGN NO. U305) CONSTRUCTED 8. L FILL TO BE COMPACTED IN 12" LIFTS TO 95% STANDARD PROCTOR a _ ------T- 11 T-0" OF 2X6 STUDS WITH 5-1/2" DENSITY. N _ w o FIBERGLASS INSULATION & ONE = I DN s i P oQ' S 8" TYPE "X" GYP. BD. BOTH SIDES 9. ALL CONCRETE TO BE 4,000 PSI CONCRETE. 1 GI.EST SUITE 2470 �, 18 RISERS @ 8" aQ / (MAX.)( ) POWDER > A-202 Y i� ( I (2) 2X10 ( ) = \ 2470 BUILT-IN MIL WORK N z3s sFs%)=18.6 sf<21.1 sf 17 TREADS @ 11' (MIN. RM= o �t 10. ALL COLUMNS TO BE 6X6 POSTS U.O.N. 235 SF(4%)=9.4 SF<14.4 SF 1 --=r__ I op x MUD RM q�h, COMPLIES W/ R303.1 1 r PANTRY 4- � � ti I\ `38S0 11. ALL STEEL COLUMNS TO BE HSS 3-1/2 X 3-1/2 X 1/2. = I� O � a 12. ALL INTERIOR WALLS TO BE 2X4 FRAMING U.O.N. 2670 0 ;:, '� oo 1 ^ N o N I �� �6 1 THESE PLANS ARE AN INSTRUMENT OF -coC�' 14" TJI 360 N N ^, 1 I ` 0 1 A-304 13. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. SERVICE AND ARE THE PROPERTY OF N `" o �.__--- Y( NELSON + POPE. UNAUTHORIZED 16" O.C. CL CL 2470 CL C, > o - " _ BUILT-IN M WORK _ W12X35 _ _ (2) 1 3/4"X _ < ° ALTERATIONS OR ADDITIONS TO THESE LVL n1 -€ -- o�,• 11-7 8 LVL 3 1-3 4"X14"1LVL ��� �/ 3070 (�3� 7\ qDy SMOKE & CARBON MONOXIDE NOTES DOCUMENTS ARE A VIOLATION OF LLJ o G �, 3/4 HR FIRE Sj�„ S8S SECTION 7209 OF THE NEW YORK STATE a I Q I o Q RATED DOOR W/ ` 7�' 0 R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION EDUCATION LAW. INFRINGEMENTS WILL >_ o I -------- - - -_ -- i� SELF CLOSER �� R314. BE PROSECUTED srj o ( ( io o 1I UP -- -- j y 0 r� _ w Y N 3 RISE S @ (MAX.) `� �. R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL SEAL N 2�>0� `" o (2) 670 o I ® Q J SERVING RM Q 2 TR DS @ 11" (MIN.) .'p 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN 5- -REDA y M Uo M Uo o ��� ACCORDANCE WITH UL 217 AND UL 2034. �G`���NAELA,Sc�Cy/� o STUDY = I co \ O �, \ 4 4 1 2 9p o CD f co o = Ln M a- '� / R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING v Z = 165 SF(87)=13.2 SF<21.1 SF I I o BATH RM o CL J I = FOYER DINING RM \ o \ LOCATIONS: --1 I w 165 SF(4%)=6.6 SF<14.4 Sf - ® O ® CD I ^ `�_ z COMPLIES W/ R303ZD .1 I o o N N _ I N �I� I �`�' T�� 1. N EACH SLEEPING ROOM. - 1 X �IJ _ J o O / cqR c ` � 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE �rF * z o N cn Q ^ N C14 ) I S'q BEDROOMS. •y -- o 8'-4" 5'-0" o 13'-2" �� 0 10'-10" ol° 16'-0" `J 7'-5' / \ cF INSTALL 5/8" TYPE X FIRE 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND �� 031986 OQ' � o o ,r, , I / y RATED GYP. BD. ON CEILING HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE OF N ESN I \ _ _I \ / g T FULL EXTENT OF GARAGE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT z - - '-I� N ~ice o \ �s' S60 AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARMCD - _ _ ,i / . p�, INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER WNER ADH2450 A H2450 ADH2450 � ~ _ -- � � I O Lr, - - __-- FWSLD- (2� 1-3i 4 X FWSLD- ---------------I `� / LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY (' �o N "' 1-1780 11-7/8" LVL 1-1780 "' / . BELOW THE UPPER LEVEL. 1 50 DEER PARK RUN LLC C/O - - -- 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914MM) DAVEY LAW PC I ADH2450 7�� / HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT A H3250* ADH3250* i COVERED ENTRY �,I ADH2450 ADH3250 ADH2450 \ . 7A° / o � / ��/ � Q, PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. PROJECT N _ N 2�0 �J2-12 // `�/3/�� \ � R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO NEW SINGLE FAMILY 1 0o M I ^• z 9` /�` F- A-303 "� >< I " OAF 090 / ` �•p BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION RESIDENCE w �� �2) 1-3 4 X _ I _ _ �2�1-3 4 X h�o / / R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT �, - - -U 1. .___. _, / ` � > THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE j"- (ti3) 1-3 4"X O° _ _ 9��y / / INDIVIDUAL DWELLING UNIT. 150 DEER RUN / PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE o - -- -- -- - - "ry LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON m w Q T SOUTHOLD, NY 17 977 cn w ` ACTIVATION OF ONE ALARM. " `"' " 1, 2�0° `X72 / SECTION F915 CARBON MONOXIDE ALARMS 8 10-3 1 =8 13 -8 -8 13 -1 5-8 2 0/,F 090 / DRAWING TITLE UP ¢� 'Qh' 915.1 GENERAL. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS = 14'-4" 1'-6" 8'-0" �4'-8t 10'-6" �4'-8"� 10'-2" 7'-2" 3 RISERS @ 8" (MAX.) 6 E9� ` � / i SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION Q 2 TREADS @ 11" (MIN.) 9�0, 915.2 FOR RESIDENTIAL BUILDINGS. FIRST FLOOR CONSTRUCTION PLAN cn " o 61 -0 915.2 RESIDENTIAL BUILDINGS. Cn - 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY o .61 CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE DRAWN BY: PV CHECKED BY: RM 1 1 THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO DATE: 06/21/22 SCALE: AS NOTED 1 FIRST FLOOR CONSTRUCTION PLAN A-302 A-201 Elf ASSURE THAT NO SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET AWAY i 114'= 1'•0• M A A BON MONOXIDE ALARM. PROJECT#: N22X102 0 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY TAX MAP#: 1000079000400017019 0 THAT CONRTAINS A CARBON MONOXIDE SOURCE. SHEET NO. *MEETS OR E){CEEDS CLEAR OPENING AREA 5.7 FT.OR 0.53 M2, CLEAR OPENING WIDTH OF 20" (508)AND CLEAR OPENING HEIGHT OF 24" (610)AS PER R310.2 FOR 1 N V)EMERGENCY RESCUE OPENINGS. A-304 A- 1 0 CONSTRUCTION LEGEND NEW GYP. BD. WALL WE Ae NEW CONCRETE FOUNDATION WALL ' ` `- L v O ' ` + P `✓ P E engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 C NEW DOOR 631.427.5665. nelsonpope.com 1 CONSULTANT NEW WINDOW -�1 2X6 INTERIOR WALL STRUCTURAL BEAM 6X6 SINGLE PIECE STRUCTURAL WOOD 2 ® POST FIR #2 OR BETTER U.O.N. A-201 STRUCTURAL POST ABOVE STRUCTURAL STEEL POST HSS 3-1 2x3-1/2X1/2 1 1 Gp � COL. P1 - (6) 2X4 Q A-303 A-3027 2 COL P2 - O 2X4 C29 C29 HH 3'S 0" SDHH 3'S *0" SHH 3'S 0" Q A S - - - - - -- SH: 15'- 0" Sii: 5'-10" ADH2640 _ ____ _ -_____-__ 1 (FIRST FL OR) (FIRST FLOOR) SH:' ADH2640 '4'-0" 5H: .4'-0" -- -- COMBINATION SMOKE & CARBON MONOXIDE KEY PLAN ALRM CURRENT WIT RED USE -- S-RUCTURAL RIDGE BATTER WIB BACKUP. HNO ACCORDANCE WITH NYS __ -- ABOVE SEE A-104 RESIDENTIAL CODE R314 AND NFPA 72. jEE@ = NEW 150 CFM 3.0 SONES OR BETTER. STRUCTURAL RIDGE EXHAUST FAN IN COMPLIANCE WITH NYS ABOVE SEE A-104 2X10 CEILING RESIDENTIAL CODE M1507.3 N JOISTS ® 16" O.C. MASTER BED RM o O 282 SF(8%)=22.6 SF<28.2 SF o Y 282 SF(4%)=11.3 SF<16.0 SF MASTER N o COMPLIES W/ R303.1 BATH RM F GENERAL CONSTRUCTION NOTES NO. REVISIONS DATE I o --n I �, 7'-6" S-4" 7'-0" 8'-2" N = 1. SEE SHEET G-001 & G-002 FOR ADDITIONAL GENERAL NOTES. j o CJ to PROVIDE DRYER VENT 2. ALL NEW PLUMBING FIXTURES AND FINISHES TO BE CHOSEN BY OWNER. - 2X6 CEILING 3. ALL NEW WINDOWS/EXTERIOR DOORS TO BE ANDERSEN A-SERIES OR JOISTS ® j 16" O.C. ------ --- --- APPROVED EQUAL UNLESS OTHERWISE NOTED. CL 1 OPEN T� BELOW 4. REFER TO ELEVATIONS FOR ALL WINDOW GRILL CONFIGURATIONS. o I L 1 �^ 1 2 5. 1ST FLOOR WINDOW SILL HEIGHT 2'-6" (TYP.) U.O.N. SEE A-201 & A-20i2 A-301 N I LAUNDRY N A-301 K, °0 N PROVIDE 36" HIGH 1 -- A-2o2 FOR HEAD HEIGHTS. a 13'-10" HANDRAIL/GUAR;D RAIL W/ (3) 11-7/8 LVL STRUCTURAL RIDGE 6. 2ND FLOOR WINDOW SILL HEIGHT 2'-8" TYP. U.O.N. SEE A-201 & A-202 NO. ISSUED DATE a BALUSTERS NOT TO ALLOW ®j i ( ) A '- 2670 2670 ABOVE SEE A-104 , FOR HEAD HEIGHTS. THE PASSAGE F A 4"0 _ 1 90%PROGRESS SET 7/22/22 � - � o -- --- -- - -- --SPHERE- -- -- -- - - - -- -- - - - -- -- -- - -- --- -- - -t1 - - -- - --- - - - w � ; / 7. SEE G-002 FOR HEADER SIZES U.O.N. 2 ISSUED FOR PERMIT 7/29/22 1 N --- _ - o -- - F ` PROVIDE DRIP PAN - - -I- HERS i HIS o 8. ALL FILL TO BE COMPACTED IN 12" LIFTS TO 95% STANDARD PROCTOR WASHING MACHINE j `n i� DENSITY. O O O DN II, , n , n - 1 ®i X I I 10-10 11,170 F I 7 -10 9. ALL CONCRETE TO BE 4,000 PSI CONCRETE. N - A-202 � ^ 00 -- 0 of 2470 '`' - -- N -- - J 10. ALL COLUMNS TO BE 6X6 POSTS U.O.N. I - - - Ln cv BATH RM 1 -- ---- - -- --- - - - - --- -- - / o I I 2X10 CEILING /. 11. ALL STEEL COLUMNS TO BE HSS 3-1/2 X 3-1/2 X 1/2. a 3'-2" '-0" _ 5'-6" o ! 18 -0' JOISTS @ 16 O.C. I I 11'-6" I I 7'-0" 1 I 8'-8 3/410 " ,qQy I' v x X ;< i< o �, o �650 12. ALL INTERIOR WALLS TO BE 2X4 FRAMING U.O.N. _ CL I�J I �-' � �J '/ �J r O' �� , qOy 1 THESE PLANS ARE AN INSTRUMENT OF 0 Qo ® -� - - - - - - "' - - - - "'- - - - - - `'' - - - - - - - - - - - - - - -'`'- - 26S A-304 13. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. SERVICE AND ARE THE PROPERTY OF - - -- - I I I I C� � ° 0, o _ _ _ _ _� I 2X10 CEILING I 0 8• ---- -- --- ,i 6 NELSON + POPE. UNAUTHORIZED 1 1 1 ,moo ® . q� -� JOISTS ® 16 O.C. -� �� 0 y2 ALTERATIONS OR ADDITIONS TO THESE �' 1♦ ♦ '�0/S2'r8 C SO SMOKE & CARBON MONOXIDE NOTES DOCUMENTS ARE A VIOLATION OF w o �o �� �jJ TS 6/�hNG SECTION 7209 OF THE NEW YORK STATE C4 N I �, I �, / ` ��3/4„ 0�, R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION EDUCATION LAW. INFRINGEMENTS WILL m O ♦ ? ♦ -I'j/ R314. BE PROSECUTED CJ " `o "v 6,0 v �/,� R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL SEAL 12 -0 2 -4 3-6 9 -4 12 -6 r 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN PULL DOWN TTIC N � ---�' 9• � FtED qRc I ACCESS STARS TO BE I IBATH RM r��b` ♦ �0' ACCORDANCE WITH UL 217 AND UL 2034. �C> El A WEATHERSTRI PED & / ,��°` �� \o�P Sc�y�y>� 1 a, INSULATED T MEETESPR314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING `r 9 R-49 MIN. 2470 '` ♦ R 1 LOCATIONS: N POCKET 43 �N ag sF S 1. IN EACH SLEEPING ROOM. BED RM 2X6 CEILING BED RM / 3s48g�3s �Lj ♦ 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE o 174 SF(8%)=13.9 SF<21.1 SF j 169 SF(8%)=13.5 SF<25.0 SF rn COMp �� gSF �, N� F= 174 SF(4%)=7.0 SF<14.4 SF JOISTS ® 169 SF(4%)=6.7 SF<17.1 SF .I ♦ (IFS NSF c�?9 BEDROOMS. - _ - COMPLIES w/ R303.1 16" O.C. COMPLIES W/ R303.1 r 6Y/R3�S3S sF o' 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND '9). 031986 Q� CL �, 3� sF w ♦ HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE F �O 2X10 CEILING CL 2X10 CEILING v OF NE`N z n � 2670 BED RM I i �'� �� � ♦ ,\o ® v ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT � JOISTS ® 16 O.C. = JOISTS ® 16 O.C. J / AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM , n , n > n 160 SF(8%)=12.8 SF<2 .� SF 160 SF(4%)=6.4 SF<1 .0 SF z (2)2670 / ♦ INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER OWNER o - -- - --- - - -- 1 -6 8 -0 2-6 COMPLIES W R30 .1 O / 'o r�� ho LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY N x 2A; y � r �ti`° BELOW THE UPPER LEVEL. 150 DEER PARK RUN LLC C/O __ o O 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET 914MM o - -- _ _-- _ ` ��J �, ♦ �h HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT ) DAVEY LAW PC H3250* ADH3250* ADH2450 - ADH3250* ADH2450 /� o CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT 1 CL �,,.`X`9 PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. PROJECT CD ♦ NEW SINGLE FAMILY % A-3o3 ` 1X8' R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TIO 2670Ln ✓0 ?.f ��/'! BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION w o RESIDENCE w 10-10 �. /STS 8 Oc`'/�/ ♦ oh R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT oy THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE 2ss 6 os -- - �r °� R RUN INDIVIDUAL DWELLING UNIT 0 LLJ _ -- __-_,- _ _ _ __ '90y PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE o ADH2O50 ADH3250* ADH2O50 - - �650 LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON SOUTHOLD, NY 7 7 977 m 1 1 ABOVE TSEE LA-104 q�h,26s0, RIDGEACTIVATION OF ONE ALARM. LLJ SECTION F915 CARBON MONOXIDE ALARMS DRAWING TITLE 0 A-302 A-201 � 915.1 GENERAL. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION i 915.2 FOR RESIDENTIAL BUILDINGS. SECOND FLOOR CONSTRUCTION PLAN c� / 915.2 RESIDENTIAL BUILDINGS. 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY o CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE DRAWN BY: PV CHECKED BY: RM i SECaIND FLOOR CONSTRUCTION PLAN THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO 1 ASSURE THAT NO SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET AWAY DATE: 06/21/22 SCALE: AS NOTED i va•_ I•o• FROM A CARBON MONOXIDE ALARM. PROJECT#: N22X102 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#: 1000079000400017019 0 FT. OR 0.53 M2,CLEAR OPENINGWIDTH OF 20" (508)AND THAT CONRTAINS A CARBON MONOXIDE SOURCE. SHEET NO. CLEAR OPENING HEIGHT OF 24 (610) AS PER R310.2 FOR 1 i EMERGENCY RESCUE OPENINGS. A-304 U-) w A- 1 0 NELSON! + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT 2X8 RAFTERS 2X8 RAFTERS ; 2X8 RAFTERS © 16" O.C. ® 16" O.C. @ 16" O.C. VAULTED CEILING 12:12 0 12:12 EXTENTS PITCH N PITCHY I I 0 0 0 0 1 _ x ❑ x �__ x _ x I `" `" KEY PLAN - - - - - - - -- - - - - N N \ / I CV N - 2X8 RAFTERS 2X8 RAFTERS - — -- 2X8 RAFTERS 2X8 RAFTERS - - — ;, 12:12 12.12 16" O.C. ® 16" O.C. r- 12:1V22 @ 16" O.C. 16" O.C. a PITCH PITCH7:12 I 7.12 I li , 7.12 7:12 ,�\ xz PI PITCH PITC -- \ �I �> PITCH PITCH o , a >o CDI> r N', 00 I VAULTED CEILING.- Q � L� C14 � � �2 EXTENTS _j >< 912.4- (gyp, J G �Ir7 ` 0c G ICU-)'� �Cv tz o i 9��� ��� OPT NO. REVISIONS DATE 2X8 RAFTERS "'Iro ® 16" O.C. X II I I I II II II I I I II I W - _ C> I O I I Sri a_ i I I 2X12 RAFTERS N ® ® 16" O.C. I I I NO. ISSUED DATE _ _ _ _ _ _ STRUCTURAL RIDGE (3) 1-3/4"X16" LVL- - _ _ _ _ _ _ _ 1 90%PROGRESS SET 7/22/22 I 2 ISSUED FOR PERMIT 7/29/22 (2) 2X12 NON-STRUCTURAL RIDGE N �; —_ - - - —- - -- - - n- I (2) 2X12 NON-STRUCTURAL RIDGE w Uo I I W c3 N = X ® o — U) W U Ntz o x THESE PLANS ARE AN INSTRUMENT OF N _ _ _ N _ _ _ STRUCTURAL RIDGE (3) 1-3/4_'X16" LVL _ _ _ _ _ _ _ ® y6��FR SERVICE AND ARE THE PROPERTY OF C14x ® m OC S NELSON + POPE. UNAUTHORIZED � ALTERATIONS OR ADDITIONS TO THESE _ DOCUMENTS ARE A VIOLATION OF §TR-CTURAL RIDGE ti �6°0 FRs SECTION 7209 OF THE NEW YORK STATE (2) 1-3 4 X16 L �.7 EDUCATION LAW. INFRINGEMENTS WILL n. LJ �v' /T BE oc�, Cy PROSECUTEDCl- w I �o , �o. SEAL E m �' ER D A w U w V 1 ,, �1 G�pELA.S�, 'Sj� rn y � N Q� A i �\ /9P N G �.0 0 `q�F X ® j ' 2X10 VALLEY PLATE �<v�o > I ` I 12:12 N 12:12 `1' �� N PIS TCFI N PITCH Qs , ,,�'o ,P��� �,� 4- o; o N Q� .N01V �'�� �� �� 3t,986 LLj cefto l� o, OF N E z x o C14 �F �Ory 2X10 VALLEY PLATE G OWNER Of O o p C14! CIA N �Iv F` cc,; G 150 DEER PARK RUN LLC C/O - 0 2X8 RAFTERS i ,'12:12 12:12', i 12.12 12:12 I ' " Oo 9� ® 16 O.C. PITCH PI- r -, - -- - - ------ - ---- ------------- --- - \- --� PIS ; Ph '\ r--T--i �. 1� DAVEY LAW PC CD I 7:12 PROJECT i CD PITCH PITc� ;' / 2 p�T�2 NEW SINGLE FAMILY Ln = Uj 2X8 RAFTERS 2X8 RAFTERS = 6 /� / N � o I o N � i © y FS �' p�.2 ' � RESIDENCE Uj @ 16 O.C. ® 16 O.C. E .. �� % /T i Lrio - - - - - - - -- -- � u-) n_ `� - - - -- - v e Rq,� o' 150 DEER RUN o SOUTHOLD, NY 11971Of 2X8 RAFTERS ® 16" O.0 DRAWING TITLE � VAULTED CEILING i EXTENTS n- ROOF CONSTRUCTION PLAN i U) c� 0 z 0 DRAWN BY: PV CHECKED BY: RM ROOF CONSTRUCTION PLAN DATE: 06/21/22 SCALE: AS NOTED 1 PROJECT#: N22X102 0 TAX MAP#: 1000079000400017019 0 SHEET NO. Li A� l 04 n_ c� A-303 A-302 1 X6 AZEK TRIM BOARD 1 X6 AZEK TRIM BOARD EL. 3 1/2"X4'X8' AZEK PVC PANEL � 1/2"X4'X8' AZEK PVC PANEL f�JELS01� ♦ POPE DGE engineers •architects •surveyors T.O. RIDGE — WINDOW/DOOR CASING SPECIFICATION: PROVIDE 5/4 X 6 AZEK TRIM BOARD WINDOW WINDOW SPECIFICATION: 7o Maxess Road,Melville,NY 11747 _ . CASING EXCEPT @ WINDOW HEAD PROVIDE ANDERSEN 400-SERIES; GLAZING TYPE: LOW-E4 W/ 631.427.5665 nelsonpope.com `D X 8 AZEK TRIM BOARD. HEATLOCK OR APPROVED EQUAL; GLAZING TYPE TO COMPLY MAX FENESTRATION U-FACTOR: .27 EL. 26'-1" CONSULTANT MEAN POINT 1 X6 AZEK TRIM BOARD ROOF SPECIFICATION: 12 7� 12 LAMINATED ASPHALTIC ARCHITECTURAL ! 1/2"X4'X8' AZEK PVC PANEL 12D -� 12 ROOFING SHINGLES. SEE A-104 FOR 7v, ' ADDITIONAL INFORMATION. EL. 19'-9" B.O. ROOF EAVE - - -- - - - - - - - - " 12 - 12 -- --- - I 11X6 AZEK FASCIA BOARD (TYP.) EL. 18 -9 k2748 T.O. WINDOW HEAD _ 12- ' II w = - ----- I — ]JE IF _j ILL.j - 1X6 AZEK TRIM BOARD OVER 5/4X12 AZEK m - -- _ -- -- --------_ ' --- -- --- - ----- ___ TRIM BOARD INSTALLED W HIDDEN FASTENERS. PROVIDE FLASHING ABOVE TRIM EL. 11'-3° - BOARD. T.O. FINISHED SECOND FLOOR - -- -- LO EL. 7 -8 �-- - -- ----- - - -------- -- = T.O. WINDOW/DOOR HEAD � _ I �I - � � - __ I� � � __.._. . _._ SIDING SPECIFICATION: _ l - INDIVIDUAL CE TAINTEE 5 SAWMILL SHINGLES � I - CEDAR BLENDRMEDIUMDOR APPROVED EQUAL.00 LJA � � t 1�Ii II�I I �,,_1 = - � � - CORNER TRIM SPECIFICATION: -_i t - IIt ���-�� ��-�� -�� � I�- �� ���nn 5/4X6X6 AZEK SEAMLESS CORNER I - I --- --1-- - -� - �UL_1Ll -1�_1 LLL-IL !L-1 —L-1 TRIM BOARD. KEY PLAN � r I . I I o T.O. FINISHED FIRST FLOOR --- -- - MEAN GRADE COLUMN SPECIFICATION: N 6X6 AZEK COLUMN WRAP W/ o_ CROWN/ACCENT KIT AS SELECTED BY OWNER. r I NO. REVISIONS DATE T.O. SLAB - -- -- - - - - --- --- - I_ _ 1 1 1 A-303 A-302 NO. ISSUED DATE 1 �3/1 ST ELEVATION 1 90%PROGRESS SET 7/22/22 2 ISSUED FOR PERMIT 7/29/22 1 1 A-302 A-303 --- SIDING SPECIFICATION: 1 X6 AZEK TRIM BOARD INDIVIDUAL CERTAINTEED 5" SAWMILL SHINGLES CEDAR BLEND MEDIUM OR APPROVED EQUAL. 1/2"X4'X8' AZEK PVC PANEL EL. 32'-5" -T.O. RIDGE THESE PLANS ARE AN INSTRUMENT OF WINDOW/DOOR CASING SPECIFICATION: WINDOW SPECIFICATION: SERVICE AND ARE THE PROPERTY OF t PROVIDE 5/4 X 6 AZEK TRIM BOARD WINDOW ANDERSEN 400-SERIES; GLAZING TYPE: NELSON + POPE. UNAUTHORIZED CO 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" _ _ _- :_ : i FENESTRATION U-FACTOR: .27 SECTION 7209 OF THE NEW YORK STATE v EDUCATIONINFRINGEMENTS WILL MEAN POINT 12. . . 12 LAW. 7� 12 7� ROOF SPECIFICATION: BE PROSECUTED 12 D L SEAL SHINGLES.LAMINATED ASPHALTIC Elf `0 LJ 12 ADDITIONAL '(ERED,q '' OR ADD f ARCHITECTURAL ROOFING SHI nC � � Cy'AE q ,r w INFORMATION. ��G c9� �,A m EL. 19'-9" B.O. ROOF SAVE 141 _EL. 18'-9" t2 - -!� - - - 12 1 X6 AZEK TRIM BOARD ~ T.O. WINDOW HEAD �� - w X=- 48 ��_ : 11-L I�_ --- — — _ ! _ 72 C ` i 2 p31 .E- D - -�� 1 2"X4'X8' AZEK PVC PANEL �C`O 986 OQ. J 1 X6 AZEK FASCIA BOARD (TYP.) z z co I 12 f I- _�-1- 12 -- m - — OWNER Uj co EL. 11'-3° LLJ T.O. FINISHED SECOND FLOOR - ------ - -- 150 DEER PARK RUN LLC C/O o COLUMN SPECIFICATION:LO w V �� 6X6 AZEK COLUMN WRAP W/ L _ ._ " - - -------� -- ---...-- - " - -- -- � ------ ---- �' ,1---- --- -- -- -- ---- DAVEY LAW PC T.O. WINDOW/DOOR HEAD30- f _ - -1 -_ -- _ - --_ -- - - CROWN/ACCENT KIT AS SELECTED BY OW PROJ ECT ECT �1_1 _R 30- 00 -i-t ffffl I__J L _JI_ f NEW SINGLE FAMILY cn +H JJT �� -III I CORNER TRIM SPECIFICATION: RESIDENCE LLJ I I I 'II 5/4X6X6 AZEK SEAMLESS CORNER � *00 TRIM BOARD � -- — — ---- - j LJ 150 DEER RUN o EL. 0 -0 -- SOUTHOLD, NY 11971 o T.O. FINISHED FIRST FLOOR w EL. -2'-0" MEAN GRADE30- 30- DRAWING TITLE ch ( I I I I I = 1/2"X4'X8' AZEK PVC PANEL EXTERIOR ELEVATIONS i 5/4 AZEK TRIM BOARD s I 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 30- I --- -- --- -- - - -- - -- - - - -- - - - �-,- - - -- TI- - - - - - - - - - - - - - - -- -- - -- - DATE: 06/21/22 SCALE: AS NOTED i PROJECT#: N22X102 0 TAX MAP#: 1000079000400017019 0 A-302 A-303 SHEET NO. i 2 EAST ELEVATION r 3/t= i' w O C� 1 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 „ FENESTRATION U-FACTOR: .27 EL. 32 -5 ICJ E L S O N ♦ POP E _ T.O. RIDGE 12 ROOF SPECIFICATION: engineers•architects •surveyors x �12 LAMINATED ASPHALTIC 70 Maxess Road,Melville,NY 11747 ARCHITECTURAL ROOFING SHINGLES. 631.427.5665.nelsonpope.com SEE A-104 FOR ADDITIONAL 12 INFORMATION. 5 PP" 12 EL. 26'-1" Q 5 CONSULTANT MEAN POINT ji � I - ::= -10- 1X6 AZEK FASCIA BOARD (TYP.) 12� \\ _ EL. 19'-9" - B.O. ROOF EAVE I F - - CORNER TRIM SPECIFICATION: T.O. WINDOW HEAD 5/4X6X6 AZEK SEAMLESS CORNER w TRIM BOARD. z 1X6 AZEK TRIM BOARD OVER 5/4X12 AZEK _ TRIM BOARD INSTALLED W/ HIDDEN m 12 FASTENERS. PROVIDE FLASHING ABOVE TRIM 00 _ EL. 11'-3" a5 BOARD. T.O. FINISHED SECOND FLOOR Ln - - ---- ------- - - --- ------- ------ --- V -- --- - -- ---'--- I �__ _I T.O. WINDOW/DOOR HEAD 00 SIDING SPECIFICATION: INDIVIDUAL CERTAINTEED 5" SAWMILL SHINGLES CEDAR BLEND MEDIUM OR APPROVED EQUAL. 00 IpI� -� I IIr KEY PLAN COLUMN SPECIFICATION: _ -- _--d I 6X6 AZEK COLUMN WRAP W/ " ;� __ _ __� I CROWN/ACCENT KIT AS SELECTED OFINIISHED FIRST FLOOR BY OWNER. -- o T.O. I _ EL. -2'-0" MEAN GRADE N 0 5/4 AZEK TRIM BOARD I I 1/2"X4'X8' AZEK PVC PANEL NO. REVISIONS DATE I ! I I _ EL. -9'-10" - T.O. SLAB -- - - - - - - — — — - -- - - - - - - - - - - - T__ L7 1 A-301 NO. ISSUED DATE 1 NORTH ELEVATION 1 90%PROGRESS SET 7/22/22 2 ISSUED FOR PERMIT 7/29/22 1 A-301 3 - T..O. RIDGE 12 THESE PLANS ARE AN INSTRUMENT OF 12D WINDOW SPECIFICATION: SERVICE AND ARE THE PROPERTY OF 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 N. -- - - . MEAN POINT �� EDUCATION LAW. INFRINGEMENTS WILL \ BE PROSECUTED 1X6 AZEK TRIM BOARD OVER 5/4X12LAMINTE AS 12 ROOF SPECIFICATION: -> AZEK TRIM BOARD INSTALLED W/ - ARCHITECDURALHALTIC ROOFING SHINGLES. SEAL �ERED HIDDEN FASTENERS. PROVIDE q SEE A-104 FOR ADDITIONAL GAS FLASHING ABOVE TRIM BOARD. ' I ,-\ INFORMATION. �� ��c,APE LA.'Yo yam: m EL. 19'-9" 12 B.O. ROOF EAVE ---- -- - I 12 D I � �-: -_. 1 - it72 EL. 18 -9 - I l SIDING SPECIFICATION: T.O. WINDOW HEAD j INDIVIDUAL CERTAINTEED 5" SAWMILL �� E �_� j _ - -I I -..__ ---II -� ' SHI OVER EQUAL. MEDIUM OR ��F N `(0 o u 3�986 z co I E W _ --.-_-- - --------- ' 1X6 AZEK FASCIA BOARD (TYP.) CD m -- -- OWNER J X , „ a T.O. 1FINISHED SECOND FLOOR _ - = 150 DEER PARK RUN LLC C/O o ;� -- - -- -- - - - - - - ---- - DAVEY LAW PC w V EL. 7 -8 �� — - -- 1/2"X4'X8' AZEK PVC PANEL w T.O. WINDOW DOOR HEAD -1 - - l._. - CD N PROJECT _I 1_ l_-00 NEW SINGLE FAMILY --- I I r CORNER TRIM SPECIFICATION: _ I - _II �' li 5/4 AZEK TRIM BOARD RESIDENCE w 5 4X6X6 AZEK SEAMLESS CORNER I �I �f �" � TRIM BOARD. l - - 150 DEER RUN o _ EL. 0'-0" _ o T.O. FINISHED FIRST FLOOR — - -„� -�- SOUTHOLD, NY 11971 m I w _ , MEAN GRADE DRAWING TITLE S I I I I I o EXTERIOR ELEVATIONS i Cn i I I I I i CD I I I I I I I I I z 0 _ EL. -9'-10" 3 DRAWN BY: PV CHECKED BY: RIM T.O. SLAB --- ---- -- DATE: 06/21/22 SCALE: AS NOTED Q — — — — — PROJECT#: N22X102 s TAX MAP#: 1000079000400017019 0 1 SHEET NO. N A-301 2 SOUTH ELEVATION c, Al EL. 32'-5" T.O. RIDGE - e ROOF SPECIFICATION: I �1 E L S OI i� ♦ P` � P E -; LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH PERFORMANCE BITUMEN INFUSED UNDERLAYMENT #30 OR engineers •architects •surveyors `D f 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 _ EL. 26'-l" INSULATION. MEAN POINT I � CONSULTANT CID 12 12 N !I I EL. 19'-9" _ B.O. ROOF EAVE CD NZ C- T - - -- _ Cp J w _I L`' WALL SPECIFICATION: 00 fm z - 1— CEDAR SHAKE SIDING OVER BUILDING WRAP ON " ' Y N EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD Z STUDS. PROVIDE MIN. R-21 BATT INSULATION IN WALL m CAVITY; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. oN° >i EL. 11'-3" _ FLOOR SPECIFICATION: T.O. FINISHED SECOND FLOORR ` FINISHED FLOOR AS SELECTED BY OWNER OVER 4" T&G �n V PLYWOOD SCREWED AND GLUED TO 14" TJI WOOD JOISTS _ @ 16" O.C. PROVIDE MIN. R-30 BATT INSULATION. SEE i SPECIFICATIONS FOR ADDITIONAL INFORMATION. ao KEY PLAN = f -- - - - - -- -- - - --- -- = N = - ^ - II O I N 00 00 -- _ PROVIDE 36 HIGH HANDRAIL/GUARD RAIL W/ BALUSTERS - — - - I I- - NOT TO ALLOW THE PASSAGE OF A 4"0 SPHERE PER I __ R312.1. CEILING SPECIFICATION: Yz" GYPSUM WALL BOARD = HANDRAIL @ 34"-38" H. PER R311.7.8. _. OVER TJI WOOD JOISTS. 1 NO. REVISIONS DATE O T.O. FINISHED FIRST FLOOR cV EL. -2'-0" MEAN GRADE � I r FOUNDATION SPECIFICATION: — SEE FOUNDATION CONSTRUCTION PLAN & 1 __ __ FOUNDATION DETAILS ON A-301. PROVIDE MIN. - R-15 RIGID INSULATION. NO. ISSUED DATE EL. -9'-10" 1 90%PROGRESS SET 7/22/22 T.O. SLAB 2 ISSUED FOR PERMIT 7/29/22 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•= 1'-0" 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 R-15 3" RIGID INSULATION. BE PROSECUTED SEAL ALL SEAMS AROUND RIGID o INSULATION WITH SPRAY FOAM SEAL G\�I EREp gR w �\GNAELA Cyr � m CONTINUOUS CAULK OR SPRAY / 6' FOAM SEALANT AT ALL TOP r PLATES AND SILL PLATES �O �31986 OQ-� CONTINUOUS CAULK OR SPRAY FOAM IN = Z 'ANEW N ALL SEAMS OF SUBFLOOR TO CREATE AN e 00 (2) 2X6 ACQ SILL PLATE zo AIR SEAL FROM FIRST FLOOR TO BASEMENT WITH CONTINUOUS ALUMINUM OWNER ° TERMITE SHIELD AND SILL SEAL INSULATION 150 DEER PARK RUN LLC C/O z P.C. FOUNDATION WALL. ALL ISOLATED FOOTINGS TO BE DAVEY LAW PC o 3' X 3' X1' THICK FOOTING SEE FOUNDATION PLAN. e ANCHOR BOLTS @ 30" O.C.MAX WITH (4) EVENLY SPACED #5 m REBAR IN EACH DIRECTION RIGID INSULATION CONTINUOUS. PROJECT SEE SECTION FOR ADDITIONAL INFO NEW SINGLE FAMILY CONTINUOUS VAPOR cn BARRIER/DAMP PROOFING RESIDENCE w z HOOK BARS INTO FOOTING @ 12" O.C. & #4 BARS @ 12" O.C. B.W. 48 BAR DIA. LAP SPLICE POST w 150 DEER RUN � PREMOLDED COMPRESSIBLE 10" 10" THICK CONCRETE WALL CID SOUTHOLD, NY 11971 m ELASTOMERIC FILLER STRIP. WATERPROOF MEMBRANE w P.C. SLAB SEE FOUNDATION PLAN. ° 2"x4" KEYWAY DRAWING TITLE m #4 BARS @ 12" O.C. B.W. BUILDING SECTION i e cn ca 2' x 1' WALL FOOTING (3) = EVENLY SPACED CONTINUOUS z 0 e e #5 BARS AT THE BOTTOM OF DRAWN BY: PV CHECKED BY: RM s THE FOOTING W/ HORIZONTAL 3'-0" 2'-0" #5 BARS @ 12" O.C. DATE: 06/21/22 SCALE: AS NOTED CD PROJECT#: N22X102 0 TAX MAP#: 1000079000400017019 0 2 TYP. FOUNDATION WATEII ;'� OOFING DETAIL S TYP. ISOLATED FOOTINGS SHEET NO. N N c� w O a c� CONTINUOUS RIDGE VENT. EL. 32'-5" T.O. RIDGE 12 12 NELSOICJ + POPE D ROOF SPECIFICATION: LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH I i PERFORMANCE BITUMEN INFUSED UNDERLAYMENT #30 OR engineers •architects •surveyors APPROVED EQUAL ON 5/8" CDX EXPOSURE 1 PLYWOOD. 70 Maxess Road,Melville,NY 11747 12 PROVIDE MIN. R-49 BATT INSULATION. WHERE CATHEDRAL 631.427.5665.nelsonpope.com 12 CEILINGS ARE LOCATED PROVIDE R-49 SPRAY FOAM _ EL. 26'-1" 5 a5 INSULATION. CONSULTANT MEAN POINT i NON-HABITABLE ATTIC - j j _ EL. 19'-9" B.O. ROOF EAVE co I N Z O CV = � N _ CEILING SPECIFICATION: Y2" GYPSUM WALL BOARD — o °O OVER TJI WOOD JOISTS. N CD o , J m i ,� CEILING SPECIFICATION: °N° EL. 11'-3" PROVIDE MIN. R-49 GATT INSULATION. 1/2" GYP. BOARD T.O. FINISHED SECOND FLOOR INSTALLED OVER 2X CEILING JOISTS. LO V e i WALL SPECIFICATION: 00 " CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y" KEY PLAN N r ! EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD STUDS. PROVIDE MIN. R-21 BATT INSULATION IN WALL 04 o CAVITY; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. N ---- FLOOR SPECIFICATION: - FINISHED FLOOR AS SELECTED BY OWNER OVER Y/" T&G PLYWOOD SCREWED AND GLUED TO 14" TJI WOOD JOISTS EL. 0'-0" —_ -- II - ION SEE REVISIONS DATE T.O. FINISHED FIRST FLOOR -- --: - ------ - - r SPECIFICATIONS FOR ADDITIONAL INFORMATION I MI A INSULATION. MEAN GRADE 4 FOUNDATION SPECIFICATION: o SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS ON A-301. PROVIDE MIN. 00 R-15 RIGID INSULATION. NO. ISSUED DATE EL. -9'-10" 1 90%PROGRESS SET 7/22/22 T.O. SLAB 2 ISSUED FOR PERMIT 7/29/22 SLAB SPECIFICATION: SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS ON A-301. THESE PLANS ARE AN INSTRUMENT OF 1 CROSS SECTION 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 T BE PROSECUTED J SEAL G\S-�ER q ED �c �4C/ �\GNAELA Sci ,�, LLJ 9p to m cv 7� o31986 N EW 5 0 z 0 NOTE: OWNER w SEE SHEET A-502 "' FOR STRAPPING AND 150 DEER PARK RUN LLC C/O HOLD DOWN DETAILS 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD DAVEY LAW PC o m SIDING. SEE _ _ l I PROJECT CD ELEVATIONS FOR (2) 2X6 TOP PLATE (2) 2X4 TOP PLATE (2) 2X4 TOP PLATE ADDITIONAL INFO 5 » NEW SINGLE FAMILY / TYPE X � 8 w 2X6 WOOD @ 16" O.C. 2X4 WOOD @ 16" O.C. GYPSUM BOARD ON 2X4 WOOD @ 16" O.C. RESIDENCE LJ CEILING. i cr w KRAFT FACED BATT 150 DEER RUN � INSULATION. SEE SECTION 1/2" GYPSUM BOARD SOUTHOLD, NY 11971 m BUILDING WRAP FOR ADDITIONAL INFO R-15 BATT INSULATION BASE AS APPROVED TYPE X ARD w Y" EXTERIOR 1/2" GYPSUM BOARD GYPSUM BO 1/2" GYPSUM BOARD DRAWING TITLE BY OWNER TYPICAL GRADE PLYWOOD 2X6 BOTTOM PLATE 2X4 BOTTOM PLATE - FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR BUILDING SECTION i Cn 3/4" T&G PLYWOOD 3/4" T&G PLYWOOD T&G PLYWOOD j GLUED AND SCREWED 3/4" GLUED AND SCREWED GLUED AND SCREWED z TO JOISTS 0TO JOISTS 0 JOISTS DRAWN BY: PV CHECKED BY: RM c� DATE: 06/21/22 SCALE: AS NOTEDCD Q i PROJECT#: N22X102 2X6 EXTERIOR WALL TYPICAL INTERIOR GWB WALL 3/4 HR FIRE RATED WALL @ GARAGE TAX MAP#: 1000079000400017019 0 SEE AIR SEALING DETAILS FOR ADDITIONAL INFO SEE AIR SEALING DETAILS FOR ADDITIONAL INFO SHEET NO. N INTERIOR GWB WALL @ WET AREAS v SAME AS TYP. INTERIOR GWB WALL EXCEPT A-302 WITH Y2" CEMENT BOARD IN WET AREAS. o CONTINUOUS RIDGE VENT. EL. 32'-5" T.O. RIDGE 12 NELSON + POPE 12 D engineers •architects •surveyors I `D - ' \` ROOF SPECIFICATION: � 70 Maxess Road,Melville,NY 11747 LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH 631.427.5665.nelsonpope.com \ PERFORMANCE BITUMEN INFUSED UNDERLAYMENT #30 OR EL. 26'-1" APPROVED EQUAL ON 5/8" CDX EXPOSURE 1 PLYWOOD. MEAN POINT - r = � \ �� - CONSULTANT \_ EL. 19'-9" B.O. ROOF EAVE CEILING SPECIFICATION: PROVIDE MIN. R-49 BATT INSULATION. 1/2" GYP. BOARD INSTALLED OVER 2X CEILING JOISTS. _ = I cD = 00 CD 00 0 PROVIDE MIN. `i m R-15 RIGID X , °° EL. 11'-3" INSULATION. T.O. FINISHED SECOND FLOOR LO - - - WALL SPECIFICATION: T - _ _ PROVIDE MIN. R-30 00 N BATT INSULATION. CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y2" KEY PLAN EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD - — - oo -1 zo STUDS. PROVIDE MIN. R-21 BATT INSULATION IN WALL `�M - \ ' N CAVITY; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. cn CEILING SPECIFICATION: I I Y" GYPSUM WALL BOARD \ OVER TJI WOOD JOISTS. cn FLOOR SPECIFICATION: FINISHED FLOOR AS SELECTED BY OWNER OVER 3/" T&G �I - - _ PLYWOOD SCREWED AND GLUED TO 14" TJI WOOD JOISTS T.O. �FINISHED FIRST FLOOR � � I I I � �I @ 16" O.C. PROVIDE MIN. R-30 BAIT INSULATION. SEE NO. REVISIONS DATE - - - -- z SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 I N EL. -2'-0° --- -- -- — — --- MEAN GRADE COLUMN SPECIFICATION: _ STRUCTURAL STEEL ROUND TUBE POST o 3-1/2" X 1/4° SEEOU FOUNDATION SPECIFICATION:FOUNDATION CONSTRUCTION PLAN & --- -- i i FOUNDATION DETAILS ON A-301. PROVIDE MIN. 00 R-15 RIGID INSULATION. NO. ISSUED DATE EL. -9'-10" _ 1 90%PROGRESS SET 7/22/22 T.O. SLAB --- 2 ISSUED FOR PERMIT 7/29/22 SLAB SPECIFICATION: SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS ON A-301. ----- THESE PLANS ARE AN INSTRUMENT OF CROSS SECTION 2 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 s- BE PROSECUTED `j 0 SEAL G�S�EREDIq LLj \cNAELA.s �cti A m ROOF SHINGLES. SEE ROOF PLAN FOR ADDITIONAL -A INFO. °31986 PROVIDE ICE & WATER SHIELD TO 24" INSIDE LINE �0 OF EXTERIOR NALL, OVER ALL FLASHING AND GUTTER EDGE NAILING OF SHEATHING AT GABLE OF N Ew o CONTINUOUS RIDGE VENT- LOW PROFILE ATTACHMENT HARDWARE IN ACCORDANCE WITH END TO BE 3" O.C. FIELD NAILING AT 6" zo INSTALL AS PER MANUF. SPECIFICATIONS 2�_O,� SECTION 905.'.2 (2015 IRC WITH NYS SUPPLEMENT) O.C. MIN. OWNER RAFTER STRAPS. SEE FRAMING CONNECTOR 2 X 10 ROOF RAFTERS. 150 DEER PARK RUN LLC C/O PRE-ASSEMBLED 2X4 0 DETAIL SHEET. DAVEY LAW PC MAINTAIN 1" ARGAP FOR ROOF VENTING. PROVIDE FLYING GABLE TYP. FILTER VENTILATION BAFFLES AS REQUIRED. m RIDGE/ STRUCTURAL RIDGE. SEE ROOF PLAN 1 X6 PRE-PRIMED o ATTIC SPACE BATT INSULATION IN BETWEEN C.J. SEE SECTIONS. FASCIA BOARD-WRAP PROJECT ROOF RAFTERS. SEE ROOF PLAN. SIMPSON H2.5 HURRICANE STRAPS EVERY RAFTER W/ ALUM. TYP. NEW SINGLE FAMILY Cn ROOF PLAN UNLESS OTHERWISE NOTED SEE DETAILS THROUGHOUT SOLID BLOCKING AT END RAFTERS FOR RESIDENCE w ROOF SHINGLES. SEE ROOF PLAN. R-10 2" RIGID INSULATION. 2 RAFTER BAYS 1/2"J �_1/2„ �� M METAL DRIP EDGE AT ALL EAVE AND RAKES. 150 DEER RUN Cn GUTTER. SEE ROOF PLAN FOR ADDITIONAL INFO. CONT. VENTED SOFFIT ATTIC SPACE oly CONTINUOUS CAULK m OR SPRAY FOAM 2"X__ R.R. @ 16" O.C. REFER TO SOUTHOLD, NY 11971 CUT BACK PLYWOOD SHEATHING 1/2" MIN. 1X-PRE-PRIMED FASCIA BOARD-WRAP W/ ALUM. FLOOR PLANS FOR SIZE SEALANT FASCIA CLADDING TYP. THROUGHOUT UNLESS TO ALLOW FOR AIR FLOW o / (2) 2"X4" TOP PLATE SEE OTHERWISE NCTED USE 'J' CHANNEL @ DRAWING TITLE WITH SILL SEAL. ROOF PLAN 1/2" DRIP EDGE TYPICAL WALL FOR SOFFIT VENT COLLAR TIES @ 16" O.C. \ KRAFT FACED BATT INTERIOR EXTERIOR CONT. 1" SOFFIT VENT WITH PERFORATED SOFFIT (TYP•) NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS INSULATION. SEE SECTIONS MATERIAL OF APPROVED PEST MESH BUILDING SECTION i MANUFACTURED BY 'AIR VENT INC.' (A CERTAINTEED CO.) - OR APPROVED FOR ADDITIONAL INFO. SIDING. SEE E-EVATIONS. 2X WOOD STUDS. SEE SECTIONS. 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. ELEVATIONS. I z "TYVEK" HOUSE WRAP OR EQUAL. 1/2" GYPSUM WALLBOARD 1/2" EXT. GRADE PLYWOOD. SEAL ALL JOINTS WITH DRAWN BY: PV CHECKED BY: RM AUK OR SPRAY FOAM. DATE: 06/21/22 SCALE: AS NOTED a i PROJECT#: N22X102 RIDGE VENT DETAIL 2X4 EXTERIOR WALL WITH VINYL SIDING FLYING GABLE DETAIL TAX MAP#: 1000079000400017019 c1, SCALE: N.T.S. SCALE: N.T.S. CD SHEET NO. N i F_ U w o A-3Uj`% 3 n_ i 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 UNDERLAYMENT #30 OR NO. ISSUED DATE APPROVED EQUAL ON 5/8" CDX EXPOSURE 1 PLYWOOD. PROVIDE MIN. R-49 BATT INSULATION. WHERE CATHEDRAL 1 90%PROGRESS SET 7/22/22 CEILINGS ARE LOCATED PROVIDE R-49 SPRAY FOAM 2 ISSUED FOR PERMIT 7/29/22 INSULATION. FLOOR SPECIFICATION: FINISHED FLOOR AS SELECTED BY OWNER OVER 3/" 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. 00 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED _ EL. 11'-Y Ll _ ALTERATIONS OR ADDITIONS TO THESE T.O. FINISHED SECOND FLOOR 11, DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL T BE PROSECUTED ONE LAYER 5/8" TYPE "X" GYP. BD. CEILING 0 SEAL G\S-�EREDqLLJ �\GNAEL A. WALL SPECIFICATION: 7 �^ N CEDAR SHAKE SIDING OVER BUILDING WRAP ON Yz" � 4z � EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD 6 &r� i STUDS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. s GARAGE Q` PROVIDE 2X6 FIRE BLOCKING @ CENTER OF STUD HEIGHT OF°3�ss �� 5 N EW NOT TO EXCEED CAVITY HEIGHT OF 10' R302.11 EL. 0'-O° INTERIOR INTERIOR o T.O. FINISHED FIRST FLOOR OWNER w SLAB SPECIFICATION: 150 DEER PARK RUN LLC C/O z SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DAVEY LAW PC DETAILS ON A-301. m 00 PROJECT i FOUNDATION SPECIFICATION: NEW SINGLE FAMILY SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION RESIDENCE w DETAILS ON A-301. PROVIDE MIN. R-15 RIGID = INSULATION. EL. -8'-4" EXTERIOR EXTERIOR w B.O. FOOTER 150 DEER RUN o SOUTHOLD, NY 11971 m 2 TYP. WINDOW JAMB DETAILS Li �/2•_ .o• DRAWING TITLE s m BUILDING SECTION i (��l AGE SECTION 1'•0' O c� z O DRAWN BY: PV CHECKED BY: RM DATE: 06/21/22 SCALE: AS NOTED Q i PROJECT#: N22X102 c� TAX MAP#: 1000079000400017019 0 SHEET NO. N i 'Am -304 cn t - w m i ROOF SPECIFICATION: R-15 3" RIGID INSULATION. LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER HIGH PERFORMANCE SEAL ALL SEAMS AROUND BITUMEN INFUSED UNDERLAYMENT #30 OR APPROVED EQUAL ON 5/8" RIGID INSULATION WITH SPRAY CDX EXPOSUR__ 1 PLYWOOD. INSTALL DRIP EDGE AT BOTTOM OF ROOF. FOAM SEE A-104 FOR ROOF PITCHES AT DIFFERENT LOCATIONS. SELF ADHERING ICE & WATER SHIELD TO 2'-0" INSIDE EXTERIOR WALLS PER f NYS RESIDENTl4L CODE R905.2.7 (TYP.). N E L S O N + POP E - CONTINUOUS CAULK OR SPRAY FOAM engineers •architects •surveyors CONTINUOUS VENTED SOFFIT. SEALANT AT ALL TOP PLATES AND SILL FASCIA SPECIFICATION: + PLATES 70 Maxess Goad,Melville,NY 11747 631.427.5665.nelsonpope.com 2X6 WOOD FASCIA ATTACHED TO RAFTERS PLUMB CUT U.O.N. WITH SILL SEAL INSULATION BETWEEN SILL CERTAINTEED FASCIA BOARD ATTACHED W/ HIDDEN FASTENER PLUG 4 PLATES SYSTEM; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONTINUOUS CAULK OR SPRAY �J CONSULTANT FOAM IN ALL SEAMS OF t z 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 CONTINUOUS DENTED SOFFIT. WITH CONTINUOUS BITUMEN LAMINATED COPPER TERMITE EL. 19'-9" -� WALL SPECIFICATION: SHIELD AND SILL SEAL B.O. HIGHEST ROOF EAVE CEDAR SHAKE SIDING OVER BUILDING WRAP ON Y INSULATION SEE A-104 EXTERIOR GRADE PLYWOOD SHEATHING ON 2X6 WOOD STUDS; SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. AIR SEALING AT SILL PLATE 5/08 AZEK EXTERIOR WINDOW/DOOR CASING; SEE SCALE: 3/4"=1'-O" 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. Y2" 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'-O" NO. REVISIONS DATE ALUMINUM FLASHING. AIR SEAL THE TOP OF ALL _ INTERIOR WALLS/ATTIC INTERSECTIONS FULLY WITH SPRAY FOAM. SEAL ALL BATT INSULATION BETWEEN EL. 11'-3" ELECTRICAL, PLUMBING, ETC. CEILING JOISTS SEE SECTIONS T.O. FINISHED SECOND FLOOR 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 — 1 90%PROGRESS SET 7/22/22 2 ISSUED FOR PERMIT 7/29/22 AIR SEALING AT INTERIOR WALLS/ATTIC BASE MOLDING AS SELECTED BY OWNER. SCALE: 3/4"=1'-0" SINGLE 2X6 BOTTOM PLATE. FLOOR SPECIFICATION: EXTERIOR DECK: FINISHED FLOOR AS SELECTED BY OWNER OVER %" 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" 2X10 ACQ LEDGER SECURED TO INTERIOR FLOOR JOISTS. EDUCATION LAW. INFRINGEMENTS WILL T.O. FINISHED FIRST FLOOR BE PROSECUTED PROVIDE FLASHING BETWEEN SHEATHING AND LEDGER. CONTINUOUS CAULK OR SPRAY FOAM IN ALL SEAMS OF SUBFLOOR TO CREATE AN SEAL \5-�EREDq� AIR SEAL FROM FIRST FLOOR �cNA s/9 y� w TO BASEMENT �G EI A. c i SIMPSON STRONG TIE MODEL #HD-7 SIMPSON DTT2Z HOLD DOWN TO LEDGER THRU-BOLTED TO KRAFT-FACED BATT PROVIDE MIN. R-30 BATT INSULATION. I RIM JOISTS. MUST BE PROVIDED AT CORNERS AND A p \ INSULATION INSTALLED TIGHT 319MAXIMUM OF 86 !r- HOLDDOW S 6'-0" O.C. ON DECK, WITH A MIN. OF 4 TO UNDERSIDE OF FLOOR NEW'(0 EL. -2'-0" F MEAN GRADE 1 Q AIR SEALING AT BASEMENT TO FIRST FLOOR OWNER z PROVIDE MIN. R-15 RIGID INSULATION. i SILL PLATE SPECIFICATION: j SCALE: 3/4"=1'-0" (2) 2X6 ACQ SILL PLATE WITH CONTINUOUS ALUMINUM TERMITE 150 DEER PARK RUN LLC C/O SHIELD AND SILL SEAL INSULATION. � DAVEY LAW PC 1-1/8" TJ RIM BOARD. PROVIDE BLOCKING I 5 AS REQUIRED; SEE SPECIFICATIONS FOR PROVIDE MIN. R-15 RIGID INSULATION. Ln CD ADDITIONAL INFORMATION. I PROJECT waTERPRooF MEMBRANE NEW SINGLE FAMILY FOUNDATION SPECIFICATION: ROOF RAFTERS. RESIDENCEATT w 10" FOUNDATICN WALL. SEE FOUNDATION CONSTRUCTION PLAN & SPAICE "' j FOUNDATION DETAILS ON A-301. w CONTINUOUS CAULK OR 150 DEER RUN o 6" GRAVEL FILL. SLAB SPECIFICATION: SPRAY FOAM SEALANT SOUTHOLD, NY 11971 m EL. -9'-10" I SEE FOUNDATION CONSTRUCTION PLAN & FOUNDATION DETAILS w T.O. SLAB I i ON A-301. I WATERPROOF MEMBRANE 1 DRAWING TITLEQf 1 l --- _ I v WELL COMPACTED SOIL. 3" 0 PERIMETER DRAIN WITH FILTER FABRIC. SEE FOUNDATION WALL SECTION i WATERPROOFI% DETAIL ON A-301. 1 _ 1 (2)2"X4" TOP PLATE INTERIOR SEE o WITH SILL SEAL. ROOF PLAN I - r " EXTERIOR o DRAWN BY: PV CHECKED BY: RIM i 1/2" EXT. GRADE PLYWOOD. SEAL ALL JOINTS WITH CAULK DATE: 06/21/22 SCALE: AS NOTED Q OR SPRAY FOAM. PROJECT#: N22X1O2CD o TAX MAP#: 1000079000400017019 0 AIR SEALING AT EXTERIOR WALLS/ATTIC SHEET NO. 1 P. WALL SECTION o A-305 CD 0 TOP PLATES SINGLE OR CUT PLATE TIED WITH STAGGER JOISTS 4 IN. (2)"2x" GIRDER e NELSON + P O P E 25 GAGE STEEL ANGLE DOUBLE TOP OR EQUIVALENT OR USE SPLICE engineers •architects •surveyors MODEL , r PLATE PLATES SEE SECTION COLUMN CAP ( 70 Maxess Road,Melville,NY 11747 #LCC5.25-3.5) R602.3.2 � 631.427.5665" nelsonpope.com HEADER SEE TABLES 1/2" STEEL BEARING PLATE W/ BOLT R502.5(1) AND LALLY COLUMN STUD R502.5(2) ENGINEERED BEAM SEE FLOOR PLANS FOR CONSULTANT FIREBLOCKING ' SIZE BORED HOLE MAX. ENT AROUND PIPE - DIAMETER 40 PERC 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 ii THREADED ROD Y"0 BOTTOM PLATE TYPICAL LOLLY COLUMN CAP 5/8 IN. MIN. TO EDGE FLOOR JOISTS 3 1-1/2"=1'-0• CNW COUPLER NUT SUBFLOOR TITEN HD THD50934RC ROD COUPLER /'O NOTCH MUST NOT FOUNDATION CRIPPLE � ' EXCEED 25 PERCENT OF - WALL SEE SECTION STUD DEPTH SILL PLATE R602.9 3 1 UM STEEL PIPE ° THREADED ROD INTO POURED CONCRETE - I COLUMN (TYPICAL) FOUNDATION SEE- FOUNDATION PLAN FOR --- ------------- SIZE, 7 MIN. DEPTH FOUNDATION WALL STUDS ANCHOR BOLTS EMBEDDED IN 1 IN. BY 4 IN. FOUNDATION 6 FT. O.C. MAX. BORED HOLES SHALL DIAGONAL BRACE STEEL BASEPLATE W/ NOT BE LOCATED IN THE IF HOLE IS BETWEEN 40 PERCENT LET INTO STUDS (2) ANCHOR BOLTS ON 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 CORNER AND PARTITION POSTS TOP OF 4" P.Q. SLAB DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED (�� AL PIC POST FASTENERS DETAIL KEY PLAN AND SO BORED 1 NOTCHING & BORED HOLE LIMITATIONS FOR EXTERIOR & BEARING WALLS DETAIL APPLY APPROVED SHEATHING OR BRACE EXTERIOR WALLS TURN DOWN SLAB 1" WITH 1 IN. BY 4 IN. BRACES LET INTO STUDS AND PLATES TO TOP OF FOOTING (2)"2x" GIRDER N AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR _ 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. 1 FOOTING AS REQ'D (SEE PLAN) o NO. REVISIONS DATE Q 0 a 0 0 4x4 P.T. POST TYPICAL FRAMING DETAIL COLUMN BASE DETAIL TOP PLATES 2 1-1/2"=1'-0" 4 1"=1'-0" POST BASE (MODEL #CB44) (2) 5/8" THRU-BOLT 3" MINIMUM a SIDECOVER STUD 10 NO. ISSUED DATE BORED HOLE MAX. 1 90% PROGRESS SET 7/22/22 DIAMETER 40 PERCENT 2 ISSUED FOR PERMIT 7/29/22 OF STUD DEPTH L /3 L/3 5/8 IN. MIN. TO EDGE ENO NOTCHES PERMITTED D/6 MA . 5/8 IN. MIN. TO EDGE TYPICAL POST FASTENERS DETAIL FLOOR JOIST - CENTER CUTS 6 1 1/2„-1'o" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NOTCH MUST NOT EXCEED 25 PERCENT NELSON + POPE. UNAUTHORIZED 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 NOT BE LOCATED IN THE _ SAME CROSS SECTION OF } �D FROM ABOVE -�ERED CUT OR NOTCH IN STUD N`l qRC VERTICAL LOAD TRANFER = 2000 PLF MAX �G \GNAELA.& D/4 MAX. ALONG LOAD BEARING WALL LOAD BEARING WALL MUST STACK OVER SQUASH BLOCKS 9 �� AND WALL OR BEAM BELOW. n r i�i FLOOR JOIST - END CUTS 1 i,� .-1 NON-STACKING LOAD BEARING WALL REQUIRE ADDITIONAL m NOTCHED & BORED H''IIOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS DETAIL CONSIDERATION. o N 31986 Q— \ Y6„ OF N EW O MAX.D FROM ATTACH JOIST WITH ONE 10d BOX OR OWNER � SUP I SINKER NAIL ON EACH SIDE OF BEARING 150 DEER PARK RUN LLC C/O IDLJ DAVEY LAW PC EXTERIOR OR BEARING ° WALL D/3 MAX. PROJECT Ln RAFTER CEILING JOISTS (802.6) ° NEW SINGLE FAMILYCn 8d NAIL INTO TOP FLANGE RESIDENCE LLJ w NOTCH GREATER THANCn 50 PERCENT OF THE Y" GAP PLATE WIDTH cn 150 DEER RUN 0 SOUTHOLD, NY 11971 STIFFENERS ARE REQUIRED FOR CONCENTRATED LOADS - 16 GAGE (0.0054 IN.) AND — 8d NAIL INTO BOTTOM EXCEEDING 1500 LBS. I-JOIST MUST BE SIZED TOLj 1.5 IN. WIDE METAL TIE FLANGE OR PLATE SUPPORT ALL APPLIED LOADS. INSTALL STIFFENERS AS DRAWING TITLE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 6 - PER MANUFACTURERS SPECS WITH STIFFENER TIGHT SQUASH BLOCK (2X4 AGAINST TOP FLANGE AND GAP AT BOTTOM. VERIFY c� 16d NAILS EACH SIDE. D/3 MAX. MIN.) USED ONLY IF ADEQUACY OF JOIST TO CARRY CONCENTRATED LOAD. DETAILS i LOAD BEARING WALL cn TOP PLATES EXISTS ABOVE CD PIPE OR CONDUIT DRAWN BY: PV CHECKED BY: RM 2 IN. MIN. FROM o PIPE TOP AND BOTTOM BEARING WALL, LVL OR DATE: 06/21/22 SCALE: AS NOTED C OF JOIST D (ACTUAL DEPTH) GLULAM BEAM � _ CD PROJECT#: N22X102 0 TAX MAP#: 1000079000400017019 0 SHEET NO. N i (��P PLATE FRAMING TO ACCOMODATE PIPING DETAIL 9 �11 . NOTCHING DETAIL 1 I JOISTS SQUASH BLOCKS DETAIL 11 I JOIST STIFFINERS DETAIL w " 1'-0" A 501 0_1 n_ NAILING SCHEDULES FOR ALL STRAPS CAN BE FOUND ON SHEET G-000 NELSON + POPE ROOF RAFTER engineers •architects "surveyors 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" 12 RAFTER MODEL "H2A" 7 "RIDGE C CONSULTANT ,� DOUBLE TOP PLATE DETAIL "3" 6 r RAFTER TIE @ EACH RAFTER MODEL "CS20" � ROOF RAFTER _ m a ROOF RAFTER 0 WALL STUD DETAIL "4" P DETAIL "6" BEYOND .i i 2ND FLR T.O.P. I - i NOTE: DETAILS "2" AND "Y ARE TO BE USED IN ** ALL STUDS SHALL ALIGN WITH RAFTERS ** CONJUNCTION IN ALL LOCATIONS PREFORMED ALUMINUM RAFTER��R�FTER CONNECTION TYP. @ EACH RAFTER RAFTER TO RIDGE CONNECTION TYP. @EACH RAFTER RAFTER TO TOP PLATE TO STUD CONNECTION 1\\ 2 MODEL"CS2MON STRONGTIE N.T.S. MODEL"LSUU"BY SIMPSON STRONGTIE N.T.S. 4 MODEL"H7Z"BY SIMPSON STRONGTIE N.Ts. KEY PLAN DETAILS "6 & 8" (BEYOND) w a SECOND FLOOR PROVIDE BLOCKING AT ALL N HORIZONTAL PLYWOOD SEAMS FOR SHEAR WALL COMPLIANCE WALL STUD DBL. TOP PLATE NO. REVISIONS DATE GALV. METAL STRAP @ EACH STUD MODELEND 12 DBL. TOP PLATE CS20" LENGTH 2ND DETAIL "7" ROOF RAFTER BASE PLATE FLR LVL I� -- DETAIL "9" BEYOND DETAIL "T1" TO BE 36"-42' USED WHEN CRIPPLES CUT ALIGN WITH RAFTERS CLEAR LENGTH SPAN - 1 ST. GALV. METAL STRAP RIM JOIST 12 FLR PL I : jl "� @EACH STUD MODEL DETAIL "8" BEYOND "SP4" 'J NO. ISSUED DATE DBL TOP PLATE HEADER 0 0 1 90/ PROGRESS SET 7 22 22 ° WALL STUD / / RAFTER CONNECTOR @ ° ° 12" HEADER 2 ISSUED FOR PERMIT 7/29/22 j EACH RAFTER (2) (3)8D x 2 Y" NAILS END 12" ", MODEL "H2.5A' EACH SIDE OF STUD LENGTH JACK STUD PROVIDE MINIMUM 1" \ DOUBLE TOP PLATE END DISTANCE -- V) FIRST FLOOR WALL STUD Q NOTE: DETAILS "5" AND "2" ARE TO BE USED IN CONJUNCTION WHEN RAFTERS DO NOT ALIGN DIRECTLY THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF ! -1 WITH STUDS. NELSON + POPE. UNAUTHORIZED = KING STUD TO TOP PLATE CONNECTION/ ALTERATIONS OR ADDITIONS TO THESE J 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 j 5 STUDS DO NOT ALIGN DIRECTLY WITH ROOF RAFTER 6 STUDS DO NOT ALIGN DIRECTLY WITH ROOF RAFTER 7 FLOOR TO FLOOR CONNECTION (8 �IOA K STUD TO HEADER CONNECTION SECTION 7209 OF THE NEW YORK STATE >MODEL'CS20"BYSIMPSONSTRONGTIE N.T.S. L"CS20"BYSIMPSONSTRONGTIE N.T.S. EDUCATION LAW. INFRINGEMENTS WILL E BE PROSECUTED �J m m SEAL 1 ST. 5 qR FLR LVL I �I' DETAIL "10' �l`C� �\GNpELq fly I DETAIL "11" BSMT. FLR PL WALL STUD WALL STUD �� �31986 !r� DBL. WALL w OFNEW0O O GALV. METAL GALV. METAL STRAP L_ ' ,, ,j� 3i TIE-DOWN SIMPSON STRONG TIE Y�r CRAWL SPACE / I 1LENGT D OWNER o BASE PLATE -1� MODEL HD-7 BASEMENT 150 DEER PARK RUN LLC C/O w DAVEY LAW PC s BLOCKING REQUIRED > ATTACHED TO SILL WITH 1' N RIM JOIST RIM JOIST A35Z (NOT SHOWN) OR PROJECT n Yz" EXPANSION €{ PER DESIGNER Q JOINT MATERIAL %C; SILL PLATE NEW SINGLE FAMILY w JJ RESIDENCEw DBL. TOP PLATE BSMT. "12" GRAVEL COLLAR 150 DEER RUN FLR LVL GALV. METAL COUPLING O O SOUTHOLD, NY 11971 m DBL. SILL PLATE l/ DBL. WALL STUD DRAWING TITLE ch� 2X4 KEY WAY VAPOR RETARDER SEE FOUNDATION PLAN FRAMING CONNECTOR DETAILS i 3" PERIMETER DRAIN W/ FILTER '' FOR ANCHOR BOLT SEE FOUND. PLAN FABRIC SPACING z UNDISTURBED SOIL DRAWN BY: PV CHECKED BY: RM s TOP PLATE TO BASE PLATE CONNECTION GALV. METAL TIE DOWN WITHIN 32" OF DATE: 06/21/22 SCALE: AS NOTED Q 1 TYP. WALL SECTION TWO STORY WITH BASEMENT/CRAWL SPACE (j)�AF OOR TO FLOOR 10 EACH CORNER OF STRUCTURE 11 SILL PLATE TO RIM JOIST CONNECTION GALV. METAL STRAP 12 FOUNDATION TO SILL PLATE CONNECTION PROJECT#: N22X102 t"=1'-0" MODEL"HDU"BY SIMPSON STRONGTIE N.T.S. MODEL"HD-76"BY SIMPSON STRONG'IE N.T.S. MODEL"CS20"BY SIMPSON STRONGTIE N.T.S. MODEL"MASA"BY SIMPSON STRONGTIE N'T's' TAX MAP#: 1000079000400017019 0 SHEET NO. N U> U LA o A�502 ABBREVIATIONS SYMBOLS MECHANICAL DUCTWORK INTERPRETATION NOTES rm A AMPERE GA GAUGE SPEC SPECIFICATION O AQUASTAT SYMBOL DESCRIPTION COORDINATION OF TRADES NOTES: AC ALTERNATING CURRENT GAL GALLON SQ SQUARE ACU AIR CONDITIONING UNIT GC GENERAL CONTRACTOR SS STAINLESS STEEL O THERMOSTAT 1. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE NELSON + POP E ROUND OR RECTANGULAR DUCTWORK, SIZE ELECTRICAL AND FIRE ALARM PLANS SHALL BE THE RESPONSIBILITY OF THE ACCU AIR-COOLED CONDENSING UNIT GEO GEOTHERMAL STD STANDARD AS SHOWN ELECTRICAL CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY engineers •architects•surveyors AD ACCESS DOOR GPH GALLONS PER HOUR TD TEMPERATURE DIFFERENCE Q HUMIDISTAT THE OWNER FOR FIRE ALARM WORK. 70 Maxess Road,Melville,NY 11747 AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE TG TRANSFER GRILLE O 631.427.5665.nelsonpope.com S TEMPERATURE SENSOR 2. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE 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 AS AIR SEPARATOR GTS GEOTHERMAL WATER SUPPLY TON TONS OF REFRIGERATION THE OWNER FOR FIRE SPRINKLER WORK. SHOULD A SEPARATE FIRE SPRINKLER CONSULTANT 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. LD LEAK DETECTOR DAMPER (SEE DAMPER SCHEDULE) BC BACKWARD CURVED HHWS HEATING HOT WATER SUPPLY TYP TYPICAL 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 DUCT RISE OR DROP IN DIRECTION OF CONTRACTOR, UNLESS OTHERWISE NOTED. n BOD BOTTOM OF DUCT HPS HIGH PRESSURE STEAM VA VOLT AMPERE Ps SLAB PRECIPITATION SENSOR tz BOP BOTTOM OF PIPE HR HOUR VAR VARIABLE � AIRFLOW 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE PLANS AND BOS BOTTOM OF STEEL HS HYDRAULIC SEPARATOR VAV VARIABLE AIR VOLUME GAS GAS DETECTOR SPECIFICATIONS FOR WORK BY OTHER TRADES TO IDENTIFY WHERE COORDINATION OF WORK IS REQUIRED. BTU BRITISH THERMAL UNIT HSG HIGH SIDEWALL GRILLE VD VOLUME DAMPER CO2 CARBON DIOXIDE SENSOR El SUPPLY AIR TAKE-OFF UP OR DOWN 5. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL LINE VOLTAGE POWER BTUH BTU PER HOUR HV HEATING &VENTILATING UNIT VEL VELOCITY WIRING TO EQUIPMENT FURNISHED AND INSTALLED BY OTHER TRADES. C CONDUIT HWC HOT WATER COIL VENT VENTILATION AIR EWCO 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 BYPASS FEEDER HWS HOT WATER SUPPLY VLV VALVE FD_D_j DUCT DETECTOR 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 DIFf=USER HX HEAT EXCHANGER VOL VOLUME Ts TEMPERATURE SENSOR TO THE STARTER/CONTROLLER, AND TO THE MOTOR/ EQUIPMENT. CENTRIF CENTRIFUGAL HZ HERTZ VP VELOCITY PRESSURE MINUTECFM CUBIC FEET PER ID INSIDE IPS IRON PIPE SIZE DIAMETER VF VARIABLE VTR VENT THROUGH ROOF REFRIGERANT FLOW P� PRESSURE GAUGE �`�` 1, MITERED ELBOW WITH TURNING VANES 7. THE PLUMBING AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CFH CUBIC FEET PER HOUR 1 REVIEWING THE FIRE ALARM PLANS REGARDING MONITORING AND CONTROL OF THEIR EQUIPMENT BY THE FIRE ALARM CONTROL PANEL. THE PLUMBING AND CG CEILING GRILLE IRH INFRARED UNIT HEATER W WATT, HUMIDITY RATIO, WIDTH F FLOW SWITCH MECHANICAL CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CHWR CHILLED WATER RETURN IW INDIRECT WASTE WB WET BULB ELECTRICAL CONTRACTOR REGARDING FIRE ALARM DEVICES. CHWS CHILLED WATER SUPPLY IWH INDIRECT WATER HEATER WC WATER COLUMN, WALL CAP SMOOTH RADIUS ELBOW CLG CEILING KW KILOWATT WCCU WATER-COOLED CONDENSING UNIT j 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 CID CONDENSATE PUMP LAT LEAVING AIR TEMPERATURE WBT WET BULB TEMPERATURE CEILING DIFFUSER GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL CT COOLING TOWER LB(S) POUND(S) WMS WIRE MESH SCREEN U THERMOWELL (SEE GRILLE / REGISTER DIFFUSER SCHEDULE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING CONTROL VOLTAGE TRANSFORMERS FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. THE CU FT CUBIC FOOT LDB LEAVING DRY BULB TEMPERATURE ZV ZONE VALVE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONTROL CU IN CUBIC INCH LF LINEAR FEET AIR VENT VOLTAGE TRANSFORMERS AND ALL LINE VOLTAGE WIRING OF TRANSFORMERS, LOW VOLTAGE CONTROL DEVICES, AND EQUIPMENT. CUH CABINET UNIT HEATER LFT LEAVING FLUID TEMPERATURE PUMP CV CONTROL VALVE LH LATENT HEAT CEILING GRILLE 9. THE PLUMBING CONTRACTOR AND MECHANICAL CONTRACTOR SHALL BE NO. REVISIONS DATE (SEE GRILLE/REGISTER/DIFFUSER SCHEDULE) RESPONSIBLE FOR FURNISHING MOTOR STARTERS FOR EQUIPMENT INSTALLED CWC CHILLED WATER COIL LPC LOW PRESSURE CONDENSATE RETURN UNDER THEIR CONTRACT, UNLESS OTHERWISE INDICATED. THE ELECTRICAL CWR CONDENSER WATER RETURN LPG LIQUID PROPANE GAS FAN CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MOTOR STARTERS — CWS CONDENSER WATER SUPPLY LPS 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 E- 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 DHWR DOMESTIC HOT WATER RETURN MTR MOTOR 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL BUILDING NO. ISSUED DATE DHWS DOMESTIC HOT WATER SUPPLY MUA MAKE-UP AIR e CONNECT TO EXISTING RETURN AIR (RA) DUCT UP OR DOWN CODE, ITS REFERENCED CODES AND STANDARDS. 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, DRF RELIEF AIR DAMPER NO NUMBER SEE ASSOCIATED EQUIPMENT SCHEDULE AND FOR OTHER DESIGN CONSIDERATIONS. INSTALL PIPE AND DUCT AS Ue)> UNDERCUT DOOR INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED ON COORDINATION DRN RETURN AIR DAMPER NPT NATIONAL PIPE THREAD SECTION/ELEVATION CALL-OUT DRAWINGS. DS SUPPLY AIR DAMPER NTS NOT TO SCALE XX: SECTION/ELEVATION DWG DRAWING OA OUTDOOR AIR x DESIGNATION —V-► EXHAUST AIRFLOW 5. MATERIALS AND EQUIPMENT SHALL BE INSTALLED ONLY WITH APPROVAL OF THE DX DIRECT EXPANSION OAI OUTDOOR AIR INTAKE xx 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 EC ELECTRICAL CONTRACTOR PC PLUMBING CONTRACTOR CFM #: GRILLE/REGISTER/DIFFUSER TYPE DOCUMENTS ARE A VIOLATION OF 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 EDR EQUIVALENT" DIRECT RADIATION PNT LOUVERED PENTHOUSE � 3-WAY VALVE WALLS, CEILINGS AND FLOORS. EXPOSED PIPING AND CONTROLS CABLE AND 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 EFT ENTERING FLUID TEMPERATURE PSI POUNDS PER SQUARE INCH � BALL VALVE ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL ILJI '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 rl� BUTTERFLY VALVE 7. INSTALL NON-METALLIC GROMMETS WHERE COPPER AND NON-METALLIC PIPING 2. TAB SHALL BE PERFORMED BY QUALIFIED PERSONNEL, CERTIFIED BY THE ASSOCIATED PASSES THROUGH STEEL STUDS. ERV ENERGY RECOVERY VENTILATOR PSD PUMP SUCTION DIFFUSER I CHECK VALVE ESP EXTERNAL STATIC PRESSURE PTAC PACKAGED TERMINAL AIR I AIR BALANCE COUNCIL, NATIONAL ENVIRONMENTAL BALANCING BUREAU, OR THE TESTING, ADJUSTING, AND BALANCING BUREAU. 8. COLOR AND FINISH SELECTION FOR MATERIALS, FIXTURES, AND EQUIPMENT EUH ELECTRIC UNIT HEATER CONDITIONING UNIT DOUBLE CHECK VALVE 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 EXH EXHAUST RC ROOF CAP GAS COCK 4. FUNCTIONAL PERFORMANCE TESTING SHALL BE PERFORMED: 9. ARCHITECTURAL DRAWINGS THAT DETERMINE LOCATION AND TYPE OF GRILLES, C/O 150 DEEDAVR EY LAW RUN LLC EXP EXPANSION TANK RECIRC RECIRCULAT(-E, -ION) LOUVERS, AND DIFFUSERS TAKE PRECEDENCE OVER THOSE NOTED ON THE PC GATE VALVE 4.1. EQUIPMENT FUNCTIONAL TESTING SHALL DEMONSTRATE THE INSTALLATION AND MECHANICAL PLANS. DEG F, °F DEGREES FAHRENHEIT REF REFRIGERANT OPERATION OF COMPONENTS, SYSTEMS, AND SYSTEM-TO-SYSTEM INTERFACING F FAN READ 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. INCLUDING UNDER FULL-LOAD, PART-LOAD; AND EMERGENCY OPERATIONS, RESIDENCE FC FUEL CONTRACTOR, FORWARD CURVE RG RETURN GRILLE FCU FAN COIL UNIT RH RELATIVE HUMIDITY MOTORIZED 2-WAY VALVE INCLUDING REDUNDANT OR AUTOMATIC BACK-UP, ALARMS, AND RESTORATION OF 11. PREPARE A TESTING AND BALANCING PLAN IN ACCORDANCE WITH ASHRAE 111 OPERATION FOLLOWING POWER LOSS. 'MEASUREMENT, TESTING, ADJUSTING AND BALANCING OF BUILDING HEATING, 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 150 DEER RUN MOTORIZED 3-WAY VALVE COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED AND ADJUSTED AND FOR REVIEW AND APPROVAL. PERFORM ALL TESTING AND BALANCING AS SOUTHOLD, NY 11971 FD/AD FIRE DAMPER WITH ACCESS DOOR RM ROOM 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 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 TITLE FOR ALL EQUIPMENT AND SYSTEMS INSTALLED. CONTRACTOR SHALL PERFORM 3 FLA FULL OF H AMPERES IRS REFRIGERANT SUCTION I� 5. CONTRACTOR SHALL SUBMIT TAB PERSONNEL QUALIFICATIONS, PROCEDURES PLAN, AND ALL SYSTEM PROGRAMMING, AND PROVIDE A REPORT OF ALL OPERATING MECHANICAL FOH FEET OF HEAD RTU ROOFTOP UNIT ITV PRESSURE-REDUCING VALVE INSTRUMENT CALIBRATION REPORTS PRIOR TO PERFORMING TAB. PARAMETERS TO THE OWNER. CONTRACTOR SHALL PROVIDE A WRITTEN P FOR FUEL OIL RETURN SA SUPPLY AIR Qs _ 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 FPM FEET PER MINUTE SD SMOKE DAMPER REPORT FORMAT SHALL FOLLOW THE REPORTING PROCEDURES AND FORMS OUTLINE IN 3 TEMPERATURE & PRESSURE RELIEF VALVE ASHRAE 111. REPORT SHALL INCLUDE: 13. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL THROUGH o FPS FEET PER SECOND SF, SQ FT SQUARE FEET PENETRATION FIRE STOPPING OR ALL PENETRATIONS THROUGH DRAWN BY: GAL CHECKED BY: JRP FIR FLOOR REGISTER SG SPECIFIC GRAVITY 6.1. SYSTEM OPERATING CONDITIONS AFTER ADJUSTMENTS HAVE BEEN MADE. FIRE-RESISTANCE-RATED CONSTRUCTION. PROVIDE THE SPECIFIED SYSTEM OR -- N v` TRIPLE DUTY VALVE 6.2. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. THE APPROPRIATE LISTED SYSTEM. DATE: JUNE 2022 SCALE: AS NOTED a) FREE FREE AREA(SQ. FT.) SH SENSIBLE HEAT 6.3. ITEMIZATION OF DEFICIENCIES NOTED AND CORRECTIONS MADE. a FSD FIRE & SMOKE DAMPER SHG SENSIBLE HEAT GAIN III UNION PROJECT NO. N22X102 6.4. LIST OF DEFERRED TESTS, INCLUDING CLIMATIC CONDITIONS REQUIRED FOR — FT FOOT/FEET SHR SENSIBLE HEAT RATIO Y-STRAINER PERFORMANCE OF DEFERRED TESTS. TAX MAP: - CU FT LB FOOT-POUND SMM SNOW MELT MANIFOLD SHEET NO. N FVEL FACE VELOCITY SP STATIC PRESSURE N M-001 C) G GAS SP HT SPECIFIC HET N 0 z E a LIM NELSON + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT F8 s [ F 3 { ; I 1 3 t , I 3 I A SUPPLY AIR DUCT UP TO FIRST ___•._•••_„ FLOOR FLOOR REGISTER, TYP. . F < , 8x6 s rn i !.•• -•• •• "` NO. REVISIONS DATE m 4 J t 12x4 8"0 20x4 8"0 I i a t I `• < { t .. �j - -• NO. ISSUED DATE x 8"0 o� O z r 00 & 6"0 1 HWC 20x12 1 free AHU w TERMINATE IN 6"0 t . r " ONCENTRIC VENT ` ' THROUGH ROOF THESE PLANS ARE AN INSTRUMENT OF ' SERVICE AND ARE THE PROPERTY OF FURNISH AND INSTALL APRILAIRE 8120X NELSON + POPE. UNAUTHORIZED Oo VENTILATION CONTROLLER AND DAMPER ALTERATIONS OR ADDITIONS TO THESE 0 m " • cBwH DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL ' BE PROSECUTED E r'r SEAL d 00 : .. .. . .....:.. .. . . . ... __....' `` - v, � OWNER R . 150 DEER RUN LLC C/O DAVEY LAW PC I PROJECT NEW SINGLE FAMILY a� RESIDENCE a-. 150 DEER RUN SOUTHOLD, NY 11971 DRAWING TITLE m 3 -o 0 BASEMENTIT MECHANICAL PLAN W m 3 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED PROJECT NO. N22X102 4 0 4 8 12 TAX MAP: - E --__-___ .__ SHEET NO. ._.._.... --- N SCALE 1/4"= 1'-0" Co M -400 Z a NELSON + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT _i I I , KITCHEN EXHAUST THROUGH EXTERIOR WALL. 3 TERMINATE DUCT WITH WALL CAP TK BATHROOM EXHAUST DUCT 10o x ' i UP TO SECOND FLOOR, TYP. _ _ £ i NO, REVISIONS DATE ; __.... FLOOR DIFFUSER SUPPLIED FROM F — AHU-1 IN BASEMENT, TYP. ,.., ,.... Ox3 FG s' 325 y 6"0 10x3 ' FG B 6"0 325 . .. (50) a NO. ISSUED DATE 0 F�7fl C) I 60 t g t2000) , l _ � z _ ` • _ FTFG PLANSTHESE ARE AN INSTRUMENT OF SERVICE 200 85 .....u_._...«_ _.. .� ' PROPERTY OF ® NELSON POPE. UNAUTHORIZED RETURN AIR DUCT DOWN TO BASEMENT _..._....._._....__.........................._ .. _ , I ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED SEAL F f, FG ... FG FG 45 e. F1501 1 150 a" , , El OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT NEW SINGLE FAMILY RESIDENCE 150 DEER RUN SOUTHOLD, NY 11971 S ' DRAWING TITLE 3 FIRST FLOOR MECHANICAL PLAN W m 3 a v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED a PROJECT NO. N22X102 4 0 4 8 12 TAX MAP: - E SHEET NO. m N _._ mj . . . SCALE: 1/4"= V-0" M-401 co z E CL . . j NELSON + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT d L" j HSG 100 CD L, t 3 i F , r 3� 1 > 80 , i P BATHROOM EXHAUST i FIRST FLOOR POWDER UP TO ATTIC ` ROOM EXHAUST UP THROUGH ROOF FIRST FLOOR BATHROOM EXHAUST UP THROUGH ROOF 10"X 3" OUTDOOR AIR INTAKE DUCT NO. REVISIONS DATE DOWN FROM ATTIC TO FIRST FLOOR HSG /15 DRYER EXHAUST UP90100 THROUGH ROOF „ .,15 41 _..a. � BATHROOM EXHAUST �:UP TO ATTIC NO ISSUED DATE ® CD55 RETURN AIR DUCT UP TO ATTIC , BATHROOM EXHAUST " a .r UP TO ATTIC ' , F : „ s HSG 100 F CD s THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF Cp NELSON + POPE UNAUTHORIZED ' 155 '. ..�' ALTERATIONS OR ADDITIONS TO THESE . , 1 D W i;;E' i l:, DOCUMENTS ARE A VIOLATION OF ® HSG ' € SECTION 7209 OF THE NEW YORK STATE _ . 180 $ _ EDUCATIONL PROSECUTED INFRINGEMENTS WILL ` . . SEAL eFCD ° , 250 ;R r t. r' J e ' „ , w a , a . a + r a. .$ . .- _ _ OWNER , 150 , z x, _ R RUN LLC C/O DAVEY LAW P, C r • r. A•Y4 ' .+a... PROJECT NEW SINGLE FAMILY RESIDENCE 150 DEER RUN SOUTHOLD, NY 11971 DRAWING TITLE m 3 N SECOND FLOOR MECHANICAL PLAN W 3 v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED 'o PROJECT NO. N22X102 2 9 D 4 0 4 g 12 TAX MAP: - E -- _ SHEET NO. N 00 SCALE 1/4"= 1'-0" M-402 N 0 z n. NELSON + POPE engineers •architects • surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT i 4 4 3 i I i , SECOND FLOOR BATHROOM EXHAUST UP THROUGH ROOF FIRST FLOOR POWDER ROOM I EXHAUSTS UP THROUGH ROOF € SECOND FLOOR BATHROOM II I I s EXHAUST UP THROUGH ROOF. FIRST FLOOR BATHROOM SECOND FLOOR BATHROOM TERMINATE IN ROOF CAPS,TYP. EXHAUST UP THROUGH ROOF EXHAUST UP THROUGH ROOF DRYER EXHAUST UP THROUGH ROOF 02 6"0 t4 m s" ' C2 rn rn m m rn 6"0 e m NO. REVISIONS DATE rn °'_ rn g"0 I 00 MUA FURNISH AND INSTALL APRILAIRE 812OX 02 _ VENTILATION CONTROLLER AND DAMPER O, a, ,. 0c) f' HWC AHU NO. ISSUED DATE ,x i J 20x14 20x12 + 3 { i rn 10"0 t f i 2" � t 10"0 € THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED r ALTERATIONS OR ADDITIONS TO THESE TERMINATE CBWH: DOCUMENTS ARE A VIOLATION OF SEE M-402 FOR COMBUSTION AIR INTAKE DUCT SECTION 7209 OF THE NEW YORK STATE CONTINUATION, TYP. AND EXHAUST DUCT IN 101 EDUCATION LAW. INFRINGEMENTS WILL CONCENTRIC VENT BE PROSECUTED SEAL , + : OWNER 150 DEER RUN LLC C/O DAVEY LAW PC ' PROJECT NEW SINGLE FAMILY RESIDENCE 150 DEER RUN SOUTHOLD, NY 11971 DRAWING TITLE m 3 v 0 ATTIC MECHANICAL PLAN W m 3 v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED PROJECT NO. N22X102 a 4 0 4 8 12 TAX MAP: - E SHEET NO. co m SCALE: 114"= 1'-0" M-403 N 0 z a NELSON + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT f F . r { i ' AHU-2 OUTDOOR AIR INTAKE BATHROOM EXHAUST BATHROOM EXHAUST BATHROOM EXHAUST BATHROOM EXHAUST , POWDER ROOM EXHAUST AHU-1 OUTDOOR AIR INTAKE FROM SECOND FLOOR FROM FIRST FLOOR FROM SECOND FLOOR FROM SECOND FLOOR FROM FIRST'Ft00R' MUA-1 MAKE-UP AIR INTAKE DRYER EXHAUST UP THROUGH ROOF CONCENTRIC VENT FROM NO. REVISIONS DATE CBWH 1 I , NO. ISSUED DATE l £ f ,F f THESE PLANS ARE AN INSTRUMENT OF 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 j SEALr k,. p _ E r•• ' 1 f l t , I r t OWNER i 150 DEER RUN LLC C/O ' DAVEY LAW PC PROJECT 1` NEW SINGLE FAMILY RESIDENCE 150 DEER RUN SOUTHOLD, NY 11971 DRAWING TITLE 3 v ROOF MECHANICAL PLAN W m 3 a 0 DRAWN BY: GAL CHECKED BY: JRP 64 DATE: JUNE 2022 SCALE: AS NOTED a -- o r PROJECT NO. N22X102 a 0 4 0 4 8 12 TAX MAP: - 1' SHEET NO. �;M -4O4co SCALE: 1/4"= -0" N 0 z a FAN SCHEDULE STATIC MOTOR STARTER/ DESIGNATION SERVICE MANUFACTURER" MODEL` CFM PRESSURE (IN. CONTROLLER* DISCONNECT MOUNTING REMARKS NELSON + P(� P E WG) FAN BHP MOTOR HP RPM V/PH/A F-1 BATHROOMS NUTONE QTN130E 130 0.1 - - 1500 120/1/1.5 LIGHT SWITCH LIGHT SWITCH HANGER RODS W/ engineers •architects •surveyors VIBRATION ISOLATORS 70 Maxess Road,Melville,NY 11747 *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 TOTAL HEAT MAX HEATING HOT WATER DATA DOMESTIC HOT WATER DATA GAS BURNER DATA COMBUSTION AIR INTAKE VENT 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) o RATE RATE EWT(°F) LWT'°F) GAS TYPE CONTENT RATED SIZE (IN.) MATERIAL SIZE (IN.) MATERIAL WEIGHT(LBS) (MBH) (PSIG) LOAD ( ) 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/DWH 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 O HWR HWR HWR HWR HWR HWR HWR 0 P P O O O HWS -- �} HWS HWS O O H 2 C NO. REVISIONS _ DATE Cn /4" CBWH\ O = HWR HWR HWR HWR HWR HWR 0 O 3/4'" v�i P P 00 HWS HWS O X 3/4" O = HWC X HWS HWS HWS NO. ISSUED DATE HWR HWR HWR 1" TI HWR HWR HWR HWR AIR SEPARATOR HWS HWS HWS HWS HWS ___j I _p 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 SEALCl-"/ SCALE: NTS `P r t ! p +F • tinl�' OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT NEW SINGLE FAMILY RESIDENCE 150 DEER RUN SOUTHOLD, NY 11971 DRAWING TITLE m 3 MECHANICAL a SCHEDULES AND a w RISER DIAGRAM 3 a v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED — o r PROJECT NO. N22X102 9.- — 0 TAX MAP: - E SHEET NO. m N 00 Q M-802 ct a HVAC PIPING SCHEDULE HVAC DUCT SCHEDULE APPLICATION/ SIZE RANGE MIN.WORKING MATERIAL JOINING MATERIALS AND VALVES REMARKS SMACNA 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 NELSON + POP E 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 GROUND B 88, TYPE"L" BOOK, FLUX ASTM B 813, LEAD TWO-PIECE, FULL PORT, BRONZE TRIM; SUPPLY & RETURN, RECTANGLUAR OR SHEET METAL UP TO 3"W.C. B R-6 FIBERGLASS, FSK, ASTM C FREE SOLDER ASTM B 32 engineers •architects • surveyors CHECK VALVES: BRONZE SWING CHECK WITH INDOORS, CONDITIONED ROUND AS G60 ASTM C 553 1136, TYP II AND UNCONDITIONED INDICATED ON TYPE II ASTM 70 Maxess Road,Melville,NY 11747 WROUGHT-COPPER UNIONS, BRONZE DISC, CLASS 150, MSS SP-80, TYPE 3; SPACES PLANS 1290 TYPE III 631.427.5665.nelsonpope.com ASME B16.22 GLOBE VALVES (THROTTLING SERVICE): SUPPLY& RETURN, RECTANGLUAR OR 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 AT 2500F.; INDICATED ON TYPE II, ASTM CONSULTANT 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, RECTANGLUAR OR 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 B16.22 PLANS INSULATION, ALUMINUM CONDENSATE DRAIN NPS 3/8" 125 PSI AT COPPER TUBING, ASTM SOLDERED JOINTS ASTM B 828 USE FOR COOLING ASTM C534, TYPEI PIPING FOR 150°F. B306, TYPE DWV OR CDA'S COPPER TUBE HAND COILS B ERV OUTDOOR AIR (OA), RECTANGLUAR OR SHEET METAL, 2"W.C. B R-8 (OA) FIBERGLASS FSK, ASTM C PUMPED BOOK, FLUX ASTM B 3, LEAD RETURN AIR (RA), FRESH ROUND AS G60 R-6 (FA, EA) 1136, TYP II FREE SOLDER ASTM B 32 NI S 3/4" & AIR(FA), EXHAUST AIR INDICATED ON UNINSULATED LARGER WROUGHT-COPPER FITTINGS (EA) PLANS (RA) FOR EXHAUST, INDOORS RECTANGLUAR OR 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, RECTANGLUAR OR SHEET METAL, 2"W.C. B - - - - CONDUCTIVITY RESIDENTIAL ROUND AS G60, MIN. NO. 26 APPLICATION / LOCATION INSULATION MATERIAL (Btu/imh x ft2 x°F) @ JACKET PIPE SIZE - REMARKS INDICATED ON GAGE MEAN RATING INSULATION THICKNESS PLANS 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 1-1/4" PIPE -2.0"THICK NON-INSULATED GAGE LIMIT EXHAUST DUCT RUN 141°F -200°F INSULATION, ASTM C534, TO 35'. TYPEI 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" INDOORS INSULATION, ASTM C534, 3. METAL DUCT GAGE SHALL BE AS PER SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" TYPEI 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 FROM COOLING COILS, ELASTOMERIC NO. 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 MOCP (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 SPLIT SYSTEM AIR HANDLING UNIT ALTERATIONS OR ADDITIONS TO THESE 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 ' C' s ' 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 SWITCH C�r AHU-2 SECOND FLOOR RHEEM RH1T4821STANJA 4 1600 80/67 58.1 /57.6 40.4 34.7 120/1/60 6.3 15 _ HANGER RODS W/ 15A SNAP SWITCH VIBRATION ISOLATORS *MANUFACTURER AND MODEL ARE BASIS OF DESIGN; CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL I HOT WATER COIL SCHEDULE AIR DATA HYDRONIC DATA COIL DATA OWNER DESIGNATION SERVICE MANUFACTURER* MODEL* TOTAL MBH FACE 150 DEER RUN LLC C/O P.D. P.D. FACE AREA STARTER MOUNTING REMARKS 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 DAVEY 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 150 DEER RUN OUTDOOR MAKE-UP AIR UNIT SOUTHOLD, NY 11971 SUPPLY AIR STATIC ELECTRICAL DATA DUCT HEATER DATA DESIGNATION SERVICE MANUFACTURER MODEL (CFM) PRESSURE (IN STARTER MOUNTING DISCONNECT REMARKS WG) FAN BHP MOTOR HP RPM V/PH FLA HEATER KW OT(°F) V/PH DRAWING TITLE 3 KITCHEN FAN: 20A SNAP SWITCH (BY E.C.) FANTECH MUAS SYSTEM INCLUDES SHUT-OFF MUA-1 EXHAUST FANTECH MUAS 750 750 0.5 - - 2435 120/1 1.7 8 27 208/1 FACTORY-PROVIDED CONTROL HANGER RODS WITH VIBRATION HEATER: 60A NON-FUSED DISCONNECT DAMPER, FILTER CASSETTE, MAKE-UP AIR FAN, MECHANICAL MAKE-UP PANEL ISOLATORS (BY E.C.) DUCT SILENCER, AND DUCT HEATER SCHEDULES w *MAKE AND MODEL ARE BASIS OF DESIGN, CONTRACTOR SHALL PROVIDE SPECIFIED MAKE AND MODEL, OR APPROVED EQUAL. 3 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED a) PROJECT NO. N22X102 g 0. TAX MAP: - E m N SHEET NO. C6 00 N M -801 0 tL_: a s ABBREVIATIONS SYMBOLS PLUMBING SYSTEMS COMMISSIONING NOTES A AMPERE RM ROOM CO CLEANOUT DECK PLATE (PLAN SYMBOL) COORDINATION OF TRADES NOTES: 1. CONTRACTOR SHALL PERFORM FUNCTIONAL PERFORMANCE TESTING FOR AFF ABOVE FINISHED FLOOR RPM REVOLUTIONS PER MINUTE ALL NEW AND MODIFIED DOMESTIC HOT WATER SYSTEMS, INCLUDING: WATER 1. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE NELSON + POP E AHC ABOVE HUNG CEILING RPZ REDUCED PRESSURE ZONE DEVICE HEATERS, CIRCULATORS, THERMOSTATIC MIXING VALVES, AND CONTROLS. ELECTRICAL AND FIRE ALARM PLANS SHALL BE THE RESPONSIBILITY OF THE AWG AMERICAN WIRE GAUGE SAN SANITARY co CLEANOUT DECK PLATE (RISER SYMBOL) TEST FOR OPERATION IN ACCORDANCE WITH THE MANUFACTURER'S ELECTRICAL CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY engineers •architects • surveyors B BOILER SCFM CFM, STANDARD CONDITIONS SPECIFICATIONS, AND TEST FOR PERFORMANCE SPECIFIED. THE OWNER FOR FIRE ALARM WORK. 70 Maxess Road,Melville,NY 11747 BFP BACKFLOW PREVENTER SD STORM DRAIN Co CLEANOUT WALL PLATE 2. SET WATER HEATER SUPPLY TEMPERATURE, AND THERMOSTATIC MIXING 2. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE 631.427.5665.nelsonpope.com 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 FD FLOOR DRAIN PLAN SYMBOL PLUMBING CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY ( ) 3. CONTRACTOR SHALL SUBMIT A REPORT PRIOR TO FINAL PROJECT THE OWNER FOR FIRE SPRINKLER WORK. SHOULD A SEPARATE FIRE SPRINKLER CONSULTANT BOS BOTTOM OF STEEL SP HT SPECIFIC HEAT COMPLETION. REPORT SHALL INCLUDE: CONTRACTOR BE RETAINED, THE FIRE SPRINKLER CONTRACTOR'S WORK SHALL BTU 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. MADE. rL CENTERLINE SS STAINLESS STEEL 3. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE C CONDUIT STD STANDARD Fs FLOOR SINK(PLAN SYMBOL) 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 FS FLOOR SINK(RISER SYMBOL) 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE PLANS AND CO CLEAN OUT TYP TYPICAL SPECIFICATIONS FOR WORK BY OTHER TRADES TO IDENTIFY WHERE CODP CLEAN OUT DECK PLATE URN URINAL Rl FUNNEL DRAIN (PLAN SYMBOL) PLUMBING FIXTURE MOUNTING HEIGHTS COORDINATION OF WORK IS REQUIRED. COWP CLEAN OUT WALL PLATE V VOLTS WATER CLOSET SEAT 17"- 19" 5. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL LINE VOLTAGE POWER CT COOLING TOWER VAR VARIABLE FLD WIRING TO EQUIPMENT FURNISHED AND INSTALLED BY OTHER TRADES. CU FT CUBIC FOOT VEL VELOCITY g FUNNEL DRAIN (RISER SYMBOL) WATER CLOSET, CHILDREN'S SEAT 11"- 17" CU IN CUBIC INCH VFD VARIABLE FREQUENCY DRIVE URINAL RIM 1'-5" 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR CV CONTROL VALVE VLV VALVE H HB HOSE BIB THE LINE VOLTAGE POWER WIRING OF SEPARATE MOTOR STARTING AND/OR WALL HUNG LAVATORY 2'-10" CONTROL EQUIPMENT, AND SHALL PERFORM ALL LINE VOLTAGE POWER WIRING DCV DOUBLE CHECK VALVE VOL VOLUME SHOWER/ BATH TUB CONTROLS 2'-6" TO THE STARTER/CONTROLLER, AND TO THE MOTOR/ EQUIPMENT. DCW DOMESTIC COLD WATER VTR VENT THROUGH ROOF H 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 �—�WH WALL HYDRANT THEIR EQUIPMENT BY THE FIRE ALARM CONTROL PANEL. THE PLUMBING AND DHW DOMESTIC HOT WATER WCT WATER CLOSET WITH FLUSH TANK WASHING MACHINE OUTLET BOX(TOP OF BOX) T-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. DHWS DOMESTIC HOT WATER SUPPLY WG WATER GAUGE 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 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 GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL EC ELECTRICAL CONTRACTOR WHA WATER HAMMER ARRESTOR WATER HAMMER ARRESTOR CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING CONTROL VOLTAGE EFF EFFICIENCY TRANSFORMERS FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. THE EL ELEVATION f ENT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONTROL ELEC ELECTRIC VENT THROUGH ROOF VOLTAGE TRANSFORMERS AND ALL LINE VOLTAGE WIRING OF TRANSFORMERS, LOW VOLTAGE CONTROL DEVICES, AND EQUIPMENT. EWH ELECTRIC WATER HEATER NO. REVISIONS DATE EWT ENTERING WATER TEMPERATURE �— WELDED CAP OR BLIND FLANGE 9. THE PLUMBING CONTRACTOR AND MECHANICAL CONTRACTOR SHALL BE EXP EXPANSION TANK RESPONSIBLE FOR FURNISHING MOTOR STARTERS FOR EQUIPMENT INSTALLED UNDER THEIR CONTRACT, UNLESS OTHERWISE INDICATED. THE ELECTRICAL FC FLEXIBLE CONNECTOR �— 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 O PIPE RISER -------------------------- FLA FULL-LOAD AMPERES GENERAL PLUMBING NOTES: FLD FUNNEL DRAIN -I 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 MIINUTE 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL BUILDING NO. ISSUED DATE CODE, AND ITS REFERENCED CODES AND STANDARDS. FPS FEET PER SECOND 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 AND ARRANGEMENT OF PIPING SYSTEMS. INDICATED LOCATIONS AND EQUIPMENT TAG •• + •GAL GALLON xxx XXX: EQUIPMENT ABBREVIATION ARRANGEMENTS WERE USED TO SIZE PIPING, AND FOR OTHER DESIGN GC GENERAL CONTRACTOR #: EQUIPMENT NUMBER/TYPE CONSIDERATIONS. INSTALL PIPING AS INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED ON COORDINATION DRAWINGS. GPH GALLONS PER HOUR SEE ASSOCIATED EQUIPMENT SCHEDULE 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 ACCORDANCE WITH THE CONTRACT DOCUMENTS ONLY. DEVIATION FROM THE THESE PLANS ARE AN INSTRUMENT OF HD HEAD SPECIFIED APPLICATION SHALL BE SUBMITTED FOR REVIEW WITH MATERIAL SERVICE AND ARE THE PROPERTY OF HP HORSEPOWER, HEAT PUMP 3-WAY VALVE SUBMITTALS. NELSON + POPE. UNAUTHORIZED HT HEIGHT ALTERATIONS OR ADDITIONS TO THESE 6. INSTALL PIPING CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL DOCUMENTS ARE A VIOLATION OF HW HOT WATER CONTACT BY BUILDING OCCUPANTS. CONCEAL PIPING WITHIN FINISHED WALLS, SECTION 7209 OF THE NEW YORK STATE HX HEAT EXCHANGER D�J AUTOMATIC BALANCING VALVE 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 I� 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 LESS THAN 1-1/4" FROM THE EDGE OF A WOOD STUD. IWH INDIRECT WATER HEATER CHECK VALVE KW KILOWATT I 8. INSTALL NON-METALLIC GROMMETS WHERE COPPER AND NON-METALLIC PIPING L LENGTH PASSES THROUGH STEEL STUDS. �,� DOUBLE CHECK VALVE LAV LAVATORY 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. OWNER LWT LEAVING WATER TEMPERATURE 10. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH 150 DEER RUN LLC C/O MBH THOUSAND BTU PER HOUR I• GAS COCK THE MANUFACTURER'S WRITTEN INSTRUCTIONS. DAVEY LAW PC M METER MC MECHANICAL_ CONTRACTOR 11. COLOR AND FINISH SELECTION FOR MATERIALS, FIXTURES, AND EQUIPMENT GATE VALVE SHALL BE BY THE OWNER FROM THE MANUFACTURER'S FULL PRODUCT RANGE. MFG MANUFACTURER 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 ALL SYSTEM PROGRAMMING, AND PROVIDE A REPORT OF ALL OPERATING RESIDENCE 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 150 DEER RUN NIC NOT IN CONTRACT MANUFACTURER'S RECOMMENDED MAINTENANCE. SOUTHOLD, NY 11971 NO NUMBER MOTORIZED 2-WAY VALVE 13. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THROUGH NPT NATIONAL PIPE THREAD PENETRATION FIRE STOPPING OR ALL PENETRATIONS THROUGH NTS NOT TO SCALE FIRE-RESISTANCE-RATED CONSTRUCTION. PROVIDE THE SPECIFIED SYSTEM OR DRAWING TITLE OD OUTSIDE DIAMETER PRESSURE-REDUCING VALVE THE APPROPRIATE LISTED SYSTEM. P PUMP PLUMBING o ABBREVIATIONS a PC PLUMBING CONTRACTOR s SOLENOID VALVE D PRESSURE DROP w P LEGENDS, AND NOTES PRESS PRESSURE TEMPERATURE & PRESSURE RELIEF VALVE DRAWN BY: CHECKED BY: PRV PRESSURE REDUCING VALVE GAL JRP PSI POUNDS PER SQUARE INCH PSD PUMP SUCTION DIFFUSER TRIPLE DUTY VALVE DATE: JUNE 2022 SCALE_ AS NOTED PROJECT NO. N22X102 a RD ROOF DRAIN — 0 RD-DC ROOF DRAIN DOWNSPOUT COVER III UNION TAX MAP: - N RECIRC RECIRCULAT(-E, -ION) SHEET NO. N REQD REQUIRED Y-STRAINER ''' ' ' ' Co N P-001 Z NELSON + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com ROOF CONSULTANT LAV WASHER SINK LAV LAV LAV LAV W.C. o W.C. W.C. b TUB TUB \ DRYER SECOND FLOOR _- SHOWER SHOWER \ F' o .. 3/4" 3/411C 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" /2" /2" 3/4" 3/4" 3/4" 1/2" 1/2" 3/4" \SECOND FLOOR 8 CFH DCW I I 7721r- I I I " \ 0 1/2" 1/2" 3/4 1/2" J \ > o \ o \ 3: o 0 0 250 GAL LPG TANK \ �_ o BY OTHERS LPG 3/4 0 = cal/2 v1/2 /4 3/4 v1/2 1/2" 3/4 3/4 g g3/4 �3 4�3/4 3/4 cn n 3/4 I3/4 �3/4 cn3/4 ID3/4 1/2 �1/2 \ RANGE o = o = �' _ o = = o (n c)1/2" p cn p p FRIDGE p p \ ®®®®® (nn 3: JISH \ LAV 0 LAV I WASHER SINK INK SIN AV \FIRST FLOOR C. o W.C. °Oo�° o o W.C. N 52 CFH D = o can \ 1/2" cn FIRST FLOOR o SHOWER \ 1/2" \ GAS ,GAS GAS GAS GAS 3/4 DCW 3/4" WH TIC HOT WATER \ LLJ ;ULATION PUMP o \ �I ,I BNVH o \BASEMENT WH 84 CFH NO. REVISIONS DATE BASEMENT -------- — COMBINATION CONDENSING HOT WATER HEATER/BOILER. SEE MECHANICAL SCHEDULES FOR MORE INFORMATION NO. ISSUED DATE 1 DOMESTIC RISER DIAGRAM 2 LIQUID PROPANE GAS RISER DIAGRAM SCALE: NTS SCALE: NTS VENT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF NELSON + POPE. UNAUTHORIZED (2" ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF 211 — — — — 2" — SECTION 7209 OF THE NEW YORK STATE -7EDUCATION LAW. INFRINGEMENTS WILL 214" 4" 1_1/4" 1_1/4" 1_1/4" '1-1/4" 11-1/4" �1/4" �1/4" 2" /4" 1-1/4" BE PROSECUTED I 2 V LAV WASHER SINK I I L�V LAV I I LAV I SEAL W.C. I o . I W.C. I W.C. ,' TUB I I TUB SHOWER SHOWER SECOND FLOOR �i 4„ 2" 1-1/2" 1-1/2" 2" 2 ( 2„ 2 1-1/2" 1-1/2" 4 2 4„ 4" 2" OWNER _ 2" _2" _ - - - - 150 DEER RUN LLC C/O . ........ - - l 4.. 2" 1-1/2" I1_1/4" 1.1/2" 2� 1-1/4" I1-1/2" -- -1/2" -12" T2" �1-1/2" DAVEY LAW PC I DISH I I I LAV LAV WASHER SINK SINK SINK LAV 000o W.C. C. PROJECT W.C. o W. NEW SINGLE FAMILY FIRST FLOOR SHOWER RESIDENCE 4" 1-1/2" b, 2" 1-1/2" 4" 2" 2" 2" 4" 2" 1-1/2" 150 DEER RUN SOUTHOLD, NY 11971 4„ 4" DRAWING TITLE .. 3 BASEMENT PLUMBING RISERS a DIAGRAMS W m 3 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED o SANITARY RISER DIAGRAM PROJECT NO. N22X102 3 TAX MAP: - E N SCALE. NTS SHEET NO. N 00 N P-701 0 Z a DOMESTIC PLUMBING SCHEDULE PLUMBING PIPING INSULATION SCHEDULE PIPE HANGER AND SUPPORT SCHEDULE APPLICATION/ SIZE RANGE MATERIAL FITTINGS VALVES REMARKS APPLICATION/ INSULATION MATERIAL CONDUCTIVITYJACKET PIPE SIZE - REMARKS HANGER AND SUPPORT SPACING LOCATION LOCATION (Btu/in.h x ft x F) INSULATION THICKNESS WATER SERVICE PIPE 3/4"-3" COPPER, TYPE W SOFT COMPRESSION CURB VALVE: 2"AND LESS, PROVIDE A VALVE KEY „ PIPE PIPE SIZE HORIZONTAL SPACING HANGER ROD 0 VERTICAL SUPPORTS DOMESTIC HOT FLEXIBLE 0.21 -0.28 - UP TO 1-1/4 PIPE - 1.0 THICK - COPPER UP TO 3/4" 5' 3/8" EVERY 10',TUBE, ASTM B88 FITTING, AWWA C800 BRONZE BODY, AWWA C800; TO THE OWNER WATER, INDOORS, CLOSED-CELL OVER 1-1/4" PIPE - 1.5"THICK NELSON + POP E 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 FOR VALVES 4"AND LARGER C534, TYPE I 1-1/2"-2" 8' 3/8" engineers •architects • surveyors 70 Maxess Road,Melville,NY 11747 DOMESTIC COLD FLEXIBLE 0.21 -0.27 - UP TO 1-1/4" PIPE -0.5"THICK INSULATE FIRST 8' OF PIPE PEX UP TO 3/4" 6' 3/8" EVERY 5', 631.427.5665.nelsonpope.com WATER, INDOORS, CLOSED-CELL OVER 1-1/4" 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 BUILDING 1/2"-3" PEX-a , ASTM F876. COLD-EXPANSION, BALL VALVE: 2"AND LESS, USE COPPER INSULATION, ASTM STORAGE TANK. CAST-IRON 1-1/2"-2" 5' 3/8" EVERY 15',C534, TYPE I CONSULTANT DISTRIBUTION PIPE F877 THERMOPLASTIC BARB TWO-PIECE FULL PORT, STUB-OUT THROUGH 3" 5' 1/2" AT BASE OF PIPE, 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 I AT EACH FLOOR 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 COPPER ALLOY LARGER, BRONZE, NRS, CONDITIONS C552, TYPE II, CLASS 1 CLASS 16354-C PIPE MATERIAL SERVICE APPLICATION FITTINGS, ASTM F1960 BRONZE SEAT, 200 PSI, MSS INSTALLATION REQUIREMENTS HANGER/SUPPORT ROD ATTACHMENT FOR CONNECTION TO SP-80, TYPE 1; 1. INSULATE OVER FITTINGS, VALVES, STRAINERS, FLANGES, UNIONS, AND OTHER SPECIALTIES. STEEL GENERAL SERVICE GALV. GALV. GALV. DISSIMILAR PIPING SWING CHECK: 2"AND LESS,BRONZE, CLASS 125, MSS 2. COORDINATE WITH HANGER AND SUPPORT SCHEDULE FOR INSULATION REQUIREMENTS AT HANGERS AND SUPPORTS. NON-METALLIC GENERAL SERVICE VINYL COATED GALV. GALV. SP-80; 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. CLASS 125, MSS SP-71 TYPE I; INSTALLATION REQUIREMENTS 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 1001 . WEATHERPROOF HDPE 4. INSTALL VIBRATION SPRING ISOLATOR WHERE PIPE IS CONNECTED TO VIBRATING EQUIPMENT OR WHERE REQUIRED. JACKET ASTM F876, 5. INSTALL SUPPORTS WITH NON-METALLIC, NON-PENETRATING BASE FOR INSTALLATION ON ROOF TOP. APPLICATION/ SIZE 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 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 Al 12.18.6 ASME B16.11 200, THREADED ENDS, ASME UNIONS: MALLEABLE IRON, B16.38 CLASS 150, ASME B16.39; Y-PATTERN STRAINER: ASTM 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 /LOCATION SIZE RANGE MATERIAL FITTINGS REMARKS WHERE — 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 - IRON, ASTM A74, ASTM GASKET JOINT CAST DO NOT EXTEND PE A888 IRON, ASTM A74, ASTM PIPE THRUFOUNDATION WALLS. A888, ASME B16.4, --"--- - "------- ---- 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 D WASTE ALTERATIONS OR ADDITIONS TO THESE EXPOSE 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 �t f. •r OWNER 150 DEER RUN LLC C/O DAVEY LAW PC PROJECT NEW SINGLE FAMILY RESIDENCE 150 DEER RUN SOUTHOLD, NY 11971 DRAWING TITLE m 3 a PLUMBING a SCHEDLUES W 3 v v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED 0 PROJECT NO. N22X102 TAX MAP: - E o N SHEET NO. m N co P-801 N O H Z_ D_ ABBREVIATIONS SYMBOLS FIRE ALARM DEVICE MOUNTING HEIGHTS ACU AIR-CONDITIONING UNIT DEVICE SYMBOLS FIRE ALARM CONTROL PANEL ) AFF ABOVE FINISHED FLOOR FIRE ALARM CABLE AND PATHWAY SCHEDULE (TOP OF BOX 5'-0" FRCP FIRE ALARM CONTROL PANEL APPLICATIONLOCATION / MANUAL FIRE ALARM BOXES (TOP OF BOX) 4 0 NELSON + POP E AHC ABOVE HUNG CEILING PATHWAY CLASS CABLE TYPE RACEWAY BOXES REMARKS AUDIBLE AND VISIBLE NOTIFICATION DEVICES (TOP OF BOX) 7'-6"AHU AIR-HANDLING UNIT Fc-0—m-1 FIRE ALARM COMMUNICATOR FIRE ALARM, X TYPE FPLP, EMT GALVANIZED ALL FIRE ALARM engineers •architects •surveyors ANN ANNUNCIATOR WHERE EXPOSED, POWER-LIMITED SHEET METAL CABLE SHALL BE WALL MOUNTED CARBON MONOXIDE DETECTOR (TOP OF BOX) T-0" ARCS AUXILIARY RADIO COMMUNICATION BDA BI-DIRECTIONAL AMPLIFIER IN FLOORS, PLENUM FIRE TAGGED "FIRE KNOX BOX(TOP OF BOX) 4'-0„ 7631.42 .5665.Road, nelsMelvonle,NY 11747 com 631.427.5665.nelsonpope.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 FR_­A1 REMOTE ANNUNCIATOR WITHIN MASONRY AWG AMERICAN WIRE GAUGE WALLS. EXPOSED NOTES CONSULTANT B BOILER ❑S SMOKE DETECTOR JUNCTION BOXES BKR BREAKER IN SERVICE AREAS BLDG BUILDING 0 HEAT DETECTOR SHALL BE PAINTED FIRE ALARM SYSTEM BASIS OF DESIGN: RED ENAIUIEL. C CONDUIT EMT: ELECTRICAL METALLIC TUBING, ANSI C80.3 WITH NEMA FB 1 FITTINGS FIRE ALARM SYSTEM SHALL BE NON-PROPRIETARY, HONEYWELL FIRELITE, OR CAM CAMERA DD DUCT DETECTOR APPROVED EQUAL. SYSTEM SHALL BE CAPABLE OF SUPPORTING 150% OF REQUIRED CAT CATEGORY © PULL STATION ADDRESSABLE POINTS. LG CEILING PLANS INDICATE MODIFICATION OF EXISTING FIRE ALARM SYSTEM. EXISTING FACP CKT CIRCUIT" © CARBON MONOXIDE DETECTOR WITH TO REMAIN. CONTRACTOR SHALL PROVIDE COMPATIBLE DEVICES ALL WIRING AND CNTR CONTROL TEMPORAL 4 PATTERN SOUNDER BASE PROGRAMMING NECESSARY. COM FIRE ALARM COMMUNICATOR AV FIRE ALARM HORN STROBE COMM COMMUNICATIONS 0 VISUAL ALARM DWG DRAWING COORDINATION OF TRADES NOTES: EC ELECTRICAL CONTRACTOR TS TEMPERATURE SENSOR ECS ELEVATOR CONTROL SWITCH 1. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE ELECTRICAL AND FIRE ALARM PLANS SHALL BE THE RESPONSIBILITY OF THE EL ELEVATION DM MONITOR MODULE ELECTRICAL CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY ELEC ELECTRIC THE OWNER FOR FIRE ALARM WORK. EMT ELECTRICAL METALLIC TUBING 0 CONTROL RELAY ENCL ENCLOSURE 2. ALL WORK, EQUIPMENT, AND MATERIALS INDICATED AND/OR SPECIFIED ON THE ❑K KNOX BOX PLUMBING AND FIRE SPRINKLER PLANS SHALL BE THE RESPONSIBILITY OF THE EXIST EXISTING PLUMBING CONTRACTOR, UNLESS A SEPARATE CONTRACTOR IS RETAINED BY EQPT EQUIPMENT © REMOTE INDICATOR LAMP THE OWNER FOR FIRE SPRINKLER WORK. SHOULD A SEPARATE FIRE SPRINKLER 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 FA FIRE ALARM � AIR PRESSURE SUPERVISORY SWITCH MECHANICAL PLANS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL FACP FIRE ALARM CONTROL PANEL (BY FIRE SPRINKLER CONTRACTOR) CONTRACTOR, UNLESS OTHERWISE NOTED. FB FLOOR 13OX ELECTRIC ALARM BELL 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE PLANS AND FC FUEL CONTRACTOR (BY FIRE SPRINKLER CONTRACTOR) SPECIFICATIONS FOR WORK BY OTHER TRADES TO IDENTIFY WHERE FCO FUSE CUT-OUT EQUIPMENT TAG COORDINATION OF WORK IS REQUIRED. NO. REVISIONS DATE 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 FLR FLOOR CONTROL EQUIPMENT, AND SHALL PERFORM ALL LINE VOLTAGE POWER WIRING _ 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 FSD FIRE & SMOKE DAMPER LF LOW FREQUENCY, 520 HZ REVIEWING THE FIRE ALARM PLANS REGARDING MONITORING AND CONTROL OF 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 L LENGTH GENERAL CONTRACTOR, PLUMBING CONTRACTOR, AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING CONTROL VOLTAGE LF LOW FREQUENCY CONTRACTOR 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, -- VOLTAGE CONTROL DEVICES, AND EQUIPMENT. MCM THOUSAND CIRCULAR MILS LOW V --------- ------ MISC MISCELLANEOUS 9. THE PLUMBING CONTRACTOR AND MECHANICAL CONTRACTOR SHALL BE MFG MANUFACTURER RESPONSIBLE FOR FURNISHING MOTOR STARTERS FOR EQUIPMENT INSTALLED THESE PLANS ARE AN INSTRUMENT OF MLO MAIN LUGS ONLY UNDER THEIR CONTRACT, UNLESS OTHERWISE INDICATED. THE ELECTRICAL SERVICE AND ARE THE PROPERTY OF R MOTOR CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MOTOR STARTERS NELSON + POPE. UNAUTHORIZED FURNISHED BY OTHERS, AND ALL LINE VOLTAGE WIRING . ALTERATIONS OR ADDITIONS TO THESE MUA MAKE-UP AIR UNIT DOCUMENTS ARE A VIOLATION OF MV MIXING VALVE SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL N/C NORMALLY CLOSED FIRE ALARM DELEGATED DESIGN AND PERMITTING: BE PROSECUTED N/O NORMALLY OPEN NEC NATIONAL ELECTRICAL CODE 1. THE FIRE ALARM PLANS INDICATE THE DESIGN INTENT AND GENERAL LAYOUT OF SEAL 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 NMM NONMETALLIC SHEATHED CABLE /I N NOT IN CONTRACT AUTHORITY HAVING JURISDICTION, INCLUDING SPACES ABOVE SUSPENDED 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 .`a PNL PANELBOARD FOR MONITORING AND CONTROL OF OTHER BUILDING SYSTEM COMPONENTS. PWR POWER ADDITIONAL MONITORING AND CONTROL MODULES MAY BE REQUIRED TO 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 RM ROOM SEQUENCE OF OPERATIONS SPECIFIED. 150 DEER RUN LLC C/O RMC RIGID METALLIC CONDUIT 3. THE PLANS DO NOT INDICATE THE LOCATION OF POWER SUPPLIES OR CABLING. DAVEY LAW PC RNC RIGID NON-METALLIC CONDUIT POWER SUPPLIES AND CABLING SHALL BE SIZED BY, AND PROVIDED BY THE RTU ROOFTOP UNIT CONTRACTOR AS PART OF THE FIRE ALARM SYSTEM. PROJECT SB SOUNDER BASE 4. THE PLANS INDICATE THE LOCATION OF FIRE SPRINKLER WATER FLOW AND SD SMOKE DAMPER SUPERVISORY SWITCHES TO BE FURNISHED AND INSTALLED BY THE FIRE NEW SINGLE FAMILY SPEC SPECIFICATION SPRINKLER CONTRACTOR AND WIRED TO THE FIRE ALARM SYSTEM BY THE FIRE RESIDENCE SUSP SUSPENDED ALARM CONTRACTOR. TEL TELEPHONE NE 5. THE CONTRACTOR SHALL PREPARE FIRE ALARM PLANS, CALCULATIONS AND 150 DEER RUN UPS UNINTERRUPTIBLE POWER SUPPLY SUBMITTALS IN ACCORDANCE WITH NFPA 72 AND THE REQUIREMENTS OF THE SOUTHOLD, NY 11971 UTILAUTHORITY HAVING JURISDICTION. FIRE ALARM PLANS SHALL BE SIGNED AND VAV UTILITY VARIABLE AIR VOLUME BOX SEALED BY A LICENSED PROFESSIONAL ENGINEER. AV DRAWING TITLE 3 D VARIABLE FREQUENCY DRIVE 6. THE CONTRACTOR SHALL FILE FIRE ALARM PLANS, CALCULATIONS AND WP WEATHERPROOF SUBMITTALS WITH THE AUTHORITY HAVING JURISDICTION FOR APPROVAL. FIRE ALARM g 7. CONTRACTOR SHALL COORDINATE WITH THE AUTHORITY HAVING JURISDICTION ABBREVIATIONS, FOR INSPECTIONS AND TESTING, AND NOTIFY THE OWNER OF THE TIME AND LEGENDS AND NOTES w DATE THAT THE AUTHORITY HAVING JURISDICTION WILL BE AT THE PROPERTY. 1 3 8. THE CONTRACTOR SHALL PERFORM ALL VISUAL INSPECTIONS AND TESTING IN ACCORDANCE WITH NFPA 72 AND THE REQUIREMENTS OF THE AUTHORITY DRAWN BY: GAL CHECKED BY: JRP HAVING JURISDICTION. DATE: JUNE 2022 SCALE: AS NOTED PROJECT NO. N22X102 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: - PANEL AND PANEL LOCATION WITHIN THE BUILDING. SHEET NO. N Co FA-001 CD f-: LIM NELSON + POPE engineers •architects•surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT ' E , 3 t 4 i S , � g 3 I t t g k } Y • s , , _ _f......._......................... ..... ...q ". r 3 i t P � y NO. REVISIONS DATE c ' t NO. ISSUED DATE f 3 f t E ' , 3 THESE PLANS ARE AN INSTRUMENT OF 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 _. . �. SEAL ` t - ` z , _ . OWNER 150 DEER RUN LLC C/O DAVEY LAW PC q PROJECT NOTE: 1. SMOKE ALARM WITHIN HOME TO BE HARDWIRED NEW SINGLE FAMILY WITH BATTERY BACK-UP AND INTERCONNECT RESIDENCE WIRE. ALL SMOKE ALARMS WITHIN HOME SHALL BE INTERCONNECTED AND TONE UPON 150 DEER RUN ACTIVATION OF ANY SINGLE SMOKE ALARM WITHIN HOME. SOUTHOLD, NY 11971 DRAWING TITLE 3 0 0 BASEMENT FIRE ALARM PLAN W 3 a `v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED PROJECT NO. N22X102 a 4 0 4 8 12 TAX MAP: - E - CU- N SHEET NO. N SCALE: 1/4"= V-0" co FA-400 z a 0 NELSON + POPE engineers •architects•surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT f , F EATING ROOM _ {{ S ., a f, r 3 F _........ . GREAT ROOM E' E KITCHEN Sa ......,.., E ; 4 I S i } • NO. REVISIONS DATE , E > r _< 3 r # POWDER ROOM n GUEST SUITE t .... .,,..0 .,..... :_ MUD ROOM a' NO. ISSUED DATE ITS c ❑S r , I E I STUDY FOYER DINING ROOM j THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF SERVING s NELSON + POPE. UNAUTHORIZED ROOM `" ALTERATIONS OR ADDITIONS TO THESE ? I i DOCUMENTS ARE A VIOLATION OF I ' ¢ SECTION 7209 OF THE NEW YORK STATE - GARAGE i I EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED '' r SEAL ' s_ `_` , g r r �rr•, r. r - w.. _... ........ .... a . . .._. . , OWNER ,.• ,Q., w,.__..___ , ..µ....__.._-,,r�V.__,.__,_V«,_..,. ._.._.. .,_, , ._ ' . 150 DEER RUN LLC C/O " DAVEY LAW PC PROJECT NOTE: NEW SINGLE FAMILY 1. SMOKE ALARM WITHIN HOME TO BE HARDWIRED RESIDENCE WITH BATTERY BACK-UP AND INTERCONNECT WIRE. ALL SMOKE ALARMS WITHIN HOME SHALL 150 DEER RUN BE INTERCONNECTED AND TONE UPON ACTIVATION OF ANY SINGLE SMOKE ALARM SOUTHOLD, NY 11971 WITHIN HOME. DRAWING TITLE 3 0 FIRST FLOOR FIREIT ALARM PLAN W 3 v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED .o PROJECT NO. N22X102 a TAX MAP: - E ca N 4 0 4 8 12 SHEET NO. N Co FA-401 SCALE: 1/4"= 1'-0" z IL NELSON + POPE engineers •architects •surveyors 70 Maxess Road,Melville,NY 11747 631.427.5665.nelsonpope.com CONSULTANT , r M ` a , y , 3 I > NO. REVISIONS C , J. I $ s r— y NO ISSUED DATE : sC , e' , < g „ i 3 THESE PLANS ARE AN INSTRUMENT OF I i SERVICE AND ARE THE PROPERTY OF f e 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 i SEAL z p j a t,. , c _ : 7 , : f,. _ , OWNER .. _ ,. ..; 15 0 DEER RUN LLC C/O ,....... .. ,..,.,........... ., .... __ , , DAVEY LAW PC a i w F R PROJECT . NOTE: NEW SINGLE FAMILY 1. SMOKE ALARM WITHIN HOME TO BE HARDWIRED RESIDENCE J WITH BATTERY BACK-UP AND INTERCONNECT WIRE. ALL SMOKE ALARMS WITHIN HOME SHALL 150 DEER RUN BE INTERCONNECTED AND TONE UPON SOUTHOLD, NY 1 1971 r _ ACTIVATION OF ANY SINGLE SMOKE ALARM WITHIN HOME. DRAWING TITLE 3 N O SECOND FLOOR FIRE ALARM PLAN W m 3 'a 'v 0 DRAWN BY: GAL CHECKED BY: JRP DATE: JUNE 2022 SCALE: AS NOTED ---- -- 2 PROJECT NO. N22X102 TAX MAP: - E CU 4 0 4 8 12 SHEET NO. di Co _ ___ FA-402Co — _.___� SCALE: 1/4"= V-0" 0 z a