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HomeMy WebLinkAbout50356-Z _ TOWN OF SOUTHOLD BUILDING DEPARTMENT ce TOWN CLERK'S OFFICE � oN° SOUTHOLD, NY ,p BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLAN'S AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50356 Date: 2/20/2024 Permission is hereby granted to: McGarry Jr, Edward c/o Patricia Calamari 24570 62nd Ave Dou laston, NY 11362 To: demolish existing accessory garage and to legalize "as built" additions and alterations to existing seasonal dwelling altered to a year-round single-family dwelling as applied for per SCHD approval. Additional certification may be required. At premises located at: 1025 Sterlin Rd, Cutcho ue SCTM # 473889 Sec/Block/Lot# 104.-1-27 Pursuant to application dated 1/18/2024 and approved by the Building Inspector. To expire on 8/21/2025. Fees: DEMOLITION $245.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $862.40 CO-ADDITION TO DWELLING $100.00 Total: _ $1,207.40 Building Inspe or TOWN OF SOUTHOLD-- BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765-1802 Fax (631) 765-9502tll Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, ...,.� ..._.., 8 Buildin hsp cto Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: \ -\ o - '2-_ a-2- OWNER(S)OF PROPERTY: Name: 'K j\c!,, C SCTM#1000- I 0L Prosect Address: -(3 17—:, �.:�5 Damm c����o Je � \\C 3 Phone#: ������3� -y��� Email c"J .�.. �..�.... ... . .. i Mailing Address: S CONTACT PERSON: Name: -`�.-�\. �-�v .AddreAddre... -Mailin ss: g �^ _ -.._.. ,....Phone#:� . . �. . . .. U2lwg. � Em all \��.�� � oo L a Y-- DESIGN PROFESSIONAL INFORMATION: Name. �'�� �J � c� _F� 1 .� ° rch tt e-c- Mailing -�._Address: .... �... .... __. _._ _....-r .. Mails g A 1 (7G 3 � l 2�� !'o ahPJ'cO �P ....Phone#� ��j( ?� �.�,......_.�� . J Emrl.a..n n1 L I)4e CONTRACTOR INFORMATION: Name J 05M ........ ...... Marling Address: aA Je-C Phone#: (p ( , ,O? _ -7�& Email:\)0\5ua 2 DD ho f MG 1 �or►n DESCRIPTION OF PROPOSED CONSTRUCTION -.N�e._w._.._Structure �Addrtron A terat ron Repair emolitic;n TEstimated C sst of Projec.t 0 -;Other _. vs.a ...� ..�.._ emoved fra�rrl premises? :.:�'es -!No � Will the lot be re-graded. ❑Yes�No Will excess aNl be r s � 1 PROPERTY INFORMATION Existing use of property: � Intended use of property: R-a-5 Id�Lnc:-O- Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to R- QHS(rte this property? OYes)4No IF YES, PROVIDE A COPY. 2rCheck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in bulding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent -0dwner Signature of Applicant: Date: I STATE OF NEW YORK) SS: COUNTY OF. .`�.C. . \-? ��� being duly sworn,deposes and says that(s)he is the applicant .... . M..a.n. _._. (Name of individual signing contract)above named, (5)he is the � . ...._ � _ ...........__www_caw..................... (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this dayof.. mle. 10 RY( Notary Public KELLY C' RI NOTARY PUBLIC;STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION Registration No.OICA6326923 (Where the applicant is not the owner) Qualified in Nassau County Comniiiission June ,202P�F \—\--C . residing at \,G 2 a hereby authorize y c�c� o . to apply on my behalf to the Town of Southold Building Department for approval as described herein. Signature-' Date Print Owners Name 2 Generated c c - r Compliance Certificate Project Kathy Hughes residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,202 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1025 Sterling Road Big Ed's Place LLC c.o. Kathy Rosebery Architectural Studio Cutchogue, NY Hughes 1029 Sipp Avenue 53-12 68th Street Medford, NY 11763 Maspeth, NY 631-730-1262 718-637-4435 m m — ■ e m m Compliance: 5.4%Better Then Code Maximum UA: 203 Your UA: 192 Maximum SHGC: 0.40 Your 5HGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. Slab-on-grade tradeoffs are no k)nger considered in the LJA oir performance corini,ha ace path in H.IE:check, l':::ach s9ai;i-0�1-rgra de rsserbl in the specified chimto zone mmluat rrneet the mrnluruirrnammxo eirunMiry r:¢:mmie un°mnaallai:lrrour 1:k..nraIVmwn., rnilnd rieprtl°n rm:q4reirrnemntu;. E, e Ceiling: Flat Ceiling or Scissor Truss 1,202 30.0 0.0 0.035 0.026 42 31 Wall:Wood Frame, 16"D.C. 1,202 15.0 5.0 0.053 0.060 54 61 Door:Solid Door(under 50%glazing) 36 0.400 0.320 14 12 Window:Wood Frame 142 0.310 0.320 44 45 SHGC: 0.26 Floor:All-Wood joist/Truss 1,158 30.0 0.0 0.033 0.047 38 54 Floor 1:Slab-On-Grade(Unheated) Insulation depth: 3.0' 24 15.0 0.660 0.700 0 0 Insulation position: Horizontal Insulation Compliance Statement: The proposed building design described here is consistent 94 s,specifications,and other calculations submitted with the permit application.The proposed building has b 018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require spection Checklist, Name-Title Signature Date Project Notes: .r Energy calculations for remodeled house„ 24265' F 114 Project Title: Kathy Hughes residence ^ � Report date: 01/10/24 Data filename: Page 1 of 9 REScheck Software Version ,,, REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 55.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. .. m -.......__. .... ,� Plans ler Verified Field Value Verified ,..m v P s , Section . .._ w..,.....v & Re ID �_....�.. w._ .N__. �.. ...m. w u. .. .._ .. # Pre-inspection/Pian Review Complies? Comments/Assumptions tions .. 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PRI]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance forLocation on plans/spec: A- [PR3]1 lighting and mechanical systems. ❑Nat Observable 2 011 Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. ._ .. e ._... .... 302.1, Heatingand cooling equipment is Heating: w Heating: ❑Complies Location on plans/spec: 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not See manual j &S calculations' [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable q% Manual j or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: g . ....... ....._ ..... Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 2 of 9 #� Foundation Ins ection .........V.,e„�„�.a. ....... .......... ._. ��. Section P Complies Comments/Assumptions s Ve & Re ID �....__� .w_ . �. .. m PIanV luefied FielValue�ed .._ 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. �y;;;� ❑ Heated ❑ Heated []Not Observable ❑Not Applicable 402.1.2 Slab depth/length.insulation -� ft � � ft .�. J JjElComplies See the Envelope g Assemblies 1 Does Not table for values, []Not Observable ❑Not Applicable 303.2.1 ,.,...A protective ......_ _ _ . �..mm .... �_.. �� e,�,_. .,���.ee...... ....__�r_ ------ . covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a [--]Not Observable minimum of 6 in.below grade. ❑Not ...m Applicable m� � mm _ Snow-and ice-melting system mpException: Requirement is [ Ol2]2 controls led. []Does Not not able. . e �0 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: a. ...e 1 High Impact(Tier 1) 2 Medium ImpactLow Impact(Tier 3) ... .. _ .___ _..... .... ......... ��......w _.. ........_ -_. .. � .....m Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 3 of 9 Se[tion Plans VerifiedField Verified # Framing/Rough-In Inspection Value q Value Complies Comments/Assumptions 402.19. Door U-f w. ..� ..... —....-m--- ----- actor. U- U- Complies See the Envelope Assemblies 402.3,4 ❑Does Not table for values. [FR1]1 []Not Observable iki ❑Not Applicable ..402. ....._, n........... eee��y,,. �.._����..._. ..........� ..__�w.... �� . �..e.,._.. ..u...�.... __�w .. .�....... �.�....... ...�_..__. �.._._.... 1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not Observable 402.5 ❑Not Applicable [FR2]1 pP 303.1.3 U-factors of fenestration products ❑Cpmplles [FR4]1 are determined in accordance ❑Dees Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier . ...,� � ® ,. �.. .... ..� �., .___..r�_...e..._ ....._.w .__ .._y.._ ...__.. ❑Complies [FR23]1 installed per manufacturer's ❑Does Not iqi instructions. ❑Not Observable ❑Not Applicable ,.. .._. __,,e ......... ........m......... - � ,, m. �. _�....,e ....m � 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. _ ,, 402.4.5 s . IC-rated recessed lighting fixtures.,, ❑Complies .... — - . [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate 52.0 cfm []Not Observable leakage at'75 Pa. ❑NotApplicable _ [FR12]1 insulated and return ducts in attics � ❑Coes lies Locution nt i.... 403 3.1Supply •�� Requirement will be met. >= R-8 where duct is ❑DNot >= 3 inches in diameter and > a pans/spec:A- R-6 Observable 4 R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 _ for< 3 inches in diameter. ' with .. . . '403.3.2 Ducts, air handlers �..... ��...I filter ❑Complies Requirement will be met. [FR13] boxes are sealed d []Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. _ 403.3.5.w ducts Building lenums _e .. ., _.. � ElCom lies _ .�Requirement will . �.�.�et. ._ cavities are not used as ❑ p will be met. 3 p Does Not []Not Observable ❑Not Applicable 2)3.3.6(1, Ductspartially or insulation completely hve.. ❑DoNdt mplies _Requirement will be met. buriedn ceiling [FR26]3 an insulation R-value not less ❑Not Observable than R-8,the sum of the ceiling insulation R-value against and ❑Not Applicable above the top of the duct, and against and below the bottom of the duct, is>=than R-19, excluding the R-value of the duct insulation, 403.4 piping conveY 9 fluids R- R- ❑Comp_lies... . ... Requirement nt wiI...I..b..._e�met. � above 105 sF .._.. or chilled fluids ❑Does Not below 55 QF are insulated to >_R- ❑Not Observable 3• ❑Not Applicable 1 Hlgh Impact(Tier 1) 2 �M dium Impact(Tier 2) 3 Low Impact(Tier 3)-------------- 9 Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 4 of 9 a section 9 9 P lue p­J--,�....... nts/Assumptions & Re ID �� Framin /Rough-In-in h In Ins tion PianV luefled FIeI�amVerified Colies? Comme A WY 403.4.1 Protection of insulation on HVAC ❑+Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable _ _ _ 403.5.9 "H" —are water pipes ainsulated to R- � �R- "�Complies Requirement will be m [FRJB] zR-3. ❑Does Not [-]Not Observable ❑Not Applicable [403.6 FR19h installed lon r gravity outdoor air ❑Do .. i .. _ .. .....�. ,.. miler. s are ❑Complies es Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Pwm_wmwm.. r.. p _ . .... act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) _.e ......w...._.. Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 5 of 9 �a. _.....�. p .. Plant/V fled Fiel Valueified --- 303.1 _ ....... Section & Re ID J11-1—,-------- .� � Insulation Ins action� Complies? Comments/Assumptions 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable []Not Applicable 402:2 6, Floor insulation R-value. R Wood ❑ Wood ❑Do splies able hhhhhe Envelope Assemblies .. Seeh Not p for values, [IN1]1 ❑ Steel ❑ Steel ❑Not Observable a []Not Applicable 4303.2, Floor 02.2.8 �..w-manufactureios installed perand ElComplies ❑Does Not .. _.. _ .._ .. .. ns [IN2]1 in substantial contact with the []Not Observable u, underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.2.5 mass wallwithth at least 1/2 oflthe a..❑ Wood ❑ Wood......._.. ❑Do spNot table for values. Assemblies .. .,. on R-value. If s is lies See the 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �...... 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ........... . m...m�._g �.w.�c....� ���... ....._._..........).. .....m�...„. Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 6 of 9 _.#_� �_....__ _. .....�....._.� �.Plans'Verifiedfled Field Verified_i . & Re ID �m. ...� Section isic P Value Complies? � Comments/Assumptions tions 402.1.1 Ceiling insulation R-value. R- _ .R ��� ...-C Final ..�.. ....�e.� ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [FI1]1 ....._ . __ .. . ....._..__ 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. []Not Applicable permeable P ®.,, .. . ..... . --- �_....._ a_� . ..m............... Vente attics with air [FI 2]3 insulationsulation include baffle adjacent ❑Does Not ® to soffit and eave vents that ❑Not Observable extends over insulation. []Not Applicable 402.2.4 ....Attic access hatch and door....,.. .R_.,.. ,�.__ ... _ e..... _... u..... ---------- .�..�._.... .,.._. R ❑Complies. [FI3]1 insulation 2tR-value of the ❑Does Not. adjacent assembly. []Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable ....... w......�.... ... _ .....- -- —.W......- .a.... . ...m.._ _.m�.._mmm..._ �.... _. .__. _r.._.� ... _ w....... ..m............. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Compliers Requirement will be met. [F127]1 determine air leakage with ft2 ft2 []Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handier enclosure. ..... ..�...._ ....... 403 3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 []Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection, � X403.3 2.1 Ai a designated 9natedom handler leaks gJ� � � � � OClies Requirement will be met. [FI24] b manufacturer at r2/o of []Does Not design air flow. ❑Not Observable ❑Not Applicable [4-03'.1."1" Programmable thermostats �1C'o mplies [FI911 installed for control of primary ❑Does Not heating and cooling systems and []Not Observable initially set by manufacturer to .. � heatut m r...._. � �n. .. . ❑N.�ot Applicable code specifications. ......... 403.1.2 Heat umpthermostat installed ElCom lies Exception: Requirement is [FI 10]2 on pumher ❑Does Not not Pin:e. []Not Observable []Not Applicable l.. ... ...... „_,,,,,.1.]1 Circulating .i.c....e hot water 3Com _li..e.s.. � Exception: Requirement is [ Istems have automatic or ❑Does Not not accessible manual controls. ❑Not Observable ❑Not Applicable _..._ �.. � mm..... _ �.m P ._ 1High Impact(Ti P 1 - r 3j p er 1] 2 Medium Im act(Tier 2) 3 Low Im act(Tie Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 7 of 9 Section Value Value Plans Verified Field Verified Complies Comments/Assumptions & e Final Inspection Provisions a. .�._. ­.._ _. 403.6.1 All mechanical ventilation system ❑Complies Exception: Requirement is [F125]2 fans not part of tested and listed ❑Doe,s Not not applicable, HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable []NotR403.6.1. Not Applicable 03.22.., Hot...through water boilers supplying u pppe he ❑Do heating OComplies _ .. Requirement will be met. ,.,._.�... o b systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. [ c 03.5.1 1 have Heated 'water circulation systems - � ❑Complies Requirement Require. _.__ .�.....n.. will be met. circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water Is in circulation loop is at set-point temperature and no demand for hot water exists. .. .�.............. 403.5.1.2Electric hea ��.. _ ... _ . t trace systems ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the [-]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. , _ �.., .. .....„_. �_ ��. wYr,.�A. ... .. __..wm ...m_w. . , ... �........_.... _................ .. �403.5.2 Demand recirculation water Ocomplies Exception: Requirement is I[F130]2 syst mss have controls that ❑Do sNot not applicable. manage p ofpump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat (]Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers. _ [06]1 ,,.. . .90%or more of have high efficacy permanent amps. "ElDo spNot R .... ._.Requirement will be met, .... ............... lies fixtu i ❑Not Observable ❑Not Applicable 404.13 no continuous pilot light. ��������� � "��"��� ���� ��������" ���" ��� " "��"" OCA plies � Requirement will "et. 404.1.1 Fuel gas lighting systems have I�Co I be met. es Not " ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 Hi h Im act(Tier 1) P p ... .... .....m......._....,.. ) g p 2 Medium Impact(Tier 2) 3 Low Impact(Tier Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 8 of 9 ecti....�_ . Final n_..__ ... . . � MPlans Verified Field Verifi _ _..._.� Section Inspection Provisions Value Value ed Complies? Comments/Assumptions & Re .ID . . .� ... w. ,... a �.��., .. �. ®. ww ... m.._.�,� -.. . 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 'mechanical and water heating ❑Does Not .systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: High Impact(Tier 1) „ 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) i.. w... w _ U, ... e.... .._ .. Project Title: Kathy Hughes residence Report date: 01/10/24 Data filename: Page 9 of 9 C 2018 IECC Energy �(j Effidency Certificate MMEMEMOMMEMMMEM I Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.31 0.26 Door 0.40 Heating System: Cooling System: Water Heater: Name: Date: Comments u VI. ' I C I� / II ' :n J jlr r iti } IM, if Q } �J J !� k ■ 0 DATE(MMIDDIYYYY) CC?"" O CERTIFICATE OF PROPERTY INSURANCE 01/02/2024 THIS S�CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. PRODUCER Ngr PHONE (84L)4720967 AB�I. (203) 654-3613 biBERK E�MAIL Salessupport@biberk.com INSURS),AFF-0R0 NGC .__ _...". j N. P.O, Box 113247 oDUGERR mm Stamford, CT 06911 _ a tyDVERAGE Alc O INSURED INsLIRERA Berkshire Hathaway Direct Insurance Compal (236220 INSURER B: _" - 3.smith Construction Enterprises LLC (NSURERc; 2 Robert Court Center Moriches, NY 11934 INSURERoI INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: LOCATION OF PREMISES!DESCRIPTION OF PROPERTY(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Location: 2 Robert CourtCenter Moriches, NY 11934 Bldg #001: General Contractor- performing High Hazard Services - 7417105 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT„TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER 6YEFFECTIVE POLICY EXPIRATION COVERED PROPERTY LIMITS LTR DATE(MM/DDIYYW) 'DATE(fPIMfDYWYY) X PROPERTY BUILDING CAUSES OF LOSS DEDUCTIBLES PERSONAL PROPERTY 0 BASIC BLIaLDaN N9BP624503 08/26/2023 08/26/2024 gUSINESSINCOME _. _... 250 CQNTRNT EKTRALEXPEUEE $ "" BROAD } SPECIAL EARTHQUAKE BLANKET BUILDING S n/a WIND BLANKET PERS PROP n a BLANKET BLDG&PP FLOOD _.... S INLAND MARINE TYPE OF POLICY CAUSES OF LOSS $ NAMED PERILS POLICY NUMBER _ S CRIME TYPE OF POLICY S S BOILER&MACHINERY/ •. EQUIPMENT BREAKDOWN S SPECIAL CONDITIONS I OTHER COVERAGES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) * ALS up to 12 months. CERTIFICATE HOLDER CANC'E'LLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Southold Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 54375 New York-25 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1885-2015 ACORD CORPORATION. All rights reserved. ACORD 24(2016103) The ACORD name and logo are registered marks of ACORD 4,E vWorkers CERTIFICATE OF INSURANCE COVERAGE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured J SMITH CONSTRUCTION ENTERPRISES LLC (631)807-7468 2 ROBERT COURT CENTER MORICHES,NY 11934 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 205279510 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) SOUTHOLD BUILDING DEPARTMENT 54375 NY 25 3b.Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 DBL 8016 36-3 3c.Policy effective period 01/03/2024 to 01/03/2025 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/4/2024 By e�� " (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (666)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT; If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law, It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 769767 Additional Instructions for Form DB-120.1 By signing this form, the insurance carrier identified in box"3"on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"T'. The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article„ and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one„ the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any,liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract„ shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits„ and after January first, two thousand eighteen„ the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE CI AAAAAA 205279510 J SMITH CONSTRUCTION ENTERPRISES LLC r ' 2 ROBERT COURT SCAN TO VALIDATE CENTER MORICHES NY 11934 AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER J SMITH CONSTRUCTION SOUTH HOLD BUILDING DEPARTMENT ENTERPRISES LLC 54375 NY-25SOUTHHOLD NY 11971 2 ROBERT COURT SOUTH HOLD NY 11971 CENTER MORICHES NY 11934 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12597421-3 94120 12/12/2023 TO 12/12/2024 1/02/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2597 421-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTP'S:I .NYSIF.COM/CERT/C'ERTVAL.ASP,THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 138798279 U-26.3 1 Town Hall Annex �� „ Telephone(631)765-1802 54375 Main Roads Fax(631)765-9502 P.O. Box 1179 „ Southold, NY 11971-0959 i BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: A Owner: - (JLC Location of Property: a eSOS,�. Please take notice that the (check applicable line): New commercial or residential structure I/ Addition to existing commercial or residential structure ..�. Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) .....m_..... ....... Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)-Floor framing, including girders and beams (F) „ .._. IL Roof framing (R) __ ........ ..............._... Floor and roof framing (FR) Signature: . Name (per n submitting this form); Capacity(check applicable line): Owner m. Owner representative - rL�) )kx'l' TrussReg15,dc,cx Effective 1/1/2015 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO¢'h7.5n10 STWXTVReS ARE FOR A$'P5C1F1CPU2PTI••.,9;('AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY,MORTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HERE01-I,AND TO THE A$$'16 kEES Of'THE LENDING IN$TIIU'TIQg CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.(5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(W)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.. LEGEND 400 Ostrander Avenue,Riverhead,New York 11901 tel. 651.72"7.2503 fax. 631.127.0144 c ( admin ©ungenglneering.com N CP =CONCRETE PAVEMENT4 � Af CLF =CHAIN LINK FENCE Yi3 �r CMF =CONCRETE MONUMENT FOUND Howard A.Young,Land Surveyor G.W CMS =CONCRETE MONUMENT SET Thomas olpert,Professional Engineer � OLP =ON PR OP LINE EDGE OF PAVEMENT Douglas E.Adams, RobertProfessional Ar hitect WA*rLM--E \ rpvJ of WDF =WOOD FENCE Robert Stromski,Architect \ GO\%r WSF -Wlli� OOD STAKE FOUND = WV WATER VALVE \ WSS WOOD STAKE SET SITE DATA if �k XF\, \ AREA = 24,219 SQ. FT. O S a� Cyd" o�u(T\q � \ RE �'/ *SUBJECT PARCEL IS A PORTION OF PLOT 125"MAP OF �g\\eS� p d"� � \o� �� �� / NASSAU FARMS" FILED IN THE OFFICE OF THE CLERK OF Nleg. A00 res SUFFOLK COUNTY ON MAR.28,1935 AS FILE NO.1179. N 1" O a �" CMF 5,T 19.0 To VERTICAL DATUM =NAVD(1988) 18.95 i \ \\ C 19 F ° h w \\\\ 1a.7o+ \\\\ ua �P"' SURVEYOR'S CERTIFICATION Nupi \\ \ { \� *WE HEREBY CERTIFY TO THOMAS CALAMARI & 0s0 PATRICIA CALAMARI THAT THIS SURVEY WAS / \ \Ncr PREPARED IN ACCORDANCE WITH THE CO CTICE i' Y1oP 18.58+\ \\ 7 \ � FOR LAND SURVEYS ADOPTED BY TH I \ \\ A ASSOCIATION OF PROFESSIONAL \aO 18.63 \\� 19.30 \0,OAC \ 18.33+ C) Co YL 00 \ +18.47 2 10 o \\ Ot°j�O �1 \\\ FFL 5 I6,6 18.59 .N bEE \ ��` w 458 93 S^ F \' 1806 +. 0' 5KKE FOdNO IN " \ 01 OOS N 1819 \ a� ia.49 BASE OF E HOWARD W.YOUNG,N.Y.S.L.S.N0.4589 AND S T7aEE �s IN C-4 \ Oti �"»„ 18.�y2 18.10 \� b� I Na \\ 1a.3 N,.o. , SURVEY FOP,*8.3s 18.07 ,a.,4 17. 7 18.00 THOMAS CALAMARI A FFL EARM & A \ 1&07 ,�° 18 01 SMF PATRICIA CALAMARI c \ \ 19.44 17.90 +17.62 \ FFL at Cutchogue, Town of Southold d \ O \N L o Suffolk County, New York ��m +17.72133 X110 17.67 a =1 tT �,� CERTIFIED SURVEY l County District 1000 sectio. 104 Block 01 Loc 27 \ CSF 17.45 , / Y Tax Map \ .67 \ FIELD SURVEY COMPLETED FEB.23,2021 r � / MAP PREPARED FEB.24,2021 X7.40 17 5s'�"' � Record of Revisions \ / 16.94 / REVISION . DATE $ \ / +17.39 / T A 2 c ' o � M - 40 0 20 40 80 a Scale: V= 40' JOB N0.2021-0024 DWG.2021 0024 cs 1 OF 1 DEPARTMENT APPROVAL -1/2" VENTILATION PIPE SUFFOLK COUNTY DEPARTMENT OF I�EALTHERVICE DRAINAGE GALGULATIDNS FOR ROOF scull BAFFLE H ^- 1,211 50.FT. X ..250 GU.FT./FT. 5TORA6E = 303 GU.FT. -' AIR CIRCULPUMP PERMIT FOR APPROVAL OF CONSTRUCTION FORA U5E I DR(WELL5 8'DIAX 8'DEPTH IN LOGATION5 5HOAN r"'"" IINFECTI' "+N C�A SINGLEFAMILY PESIDENCEONL�° DRAINA6E GALGULATVON5 FOR GARAGE AND DRIVEI�IAY �" INLET PIP CYLINDER (oPr.) GARAGE AREA = 31 5 50.1`T„ DRIIVENAY '= &lb 50.FT 4" OUTLET PIPE TOTAL 6,231 50.FT. X 0.250 UFT/FT. STORAGE =309) 5G.FT. " JA -"0'4 DATE DATE 7/20/23 H.S. REF. X10. R-22-2043 USE 8� DIA. X r DEPTH IN LOCATION SC�06�N. Board *' AFFLUENT' Avrob4c. APPROVED q_PaA r INLET BAFFL O —_ Blower 'rank FOR MAXIMUM OF 4_ _ BEDROOMS �� � IR LIFT PUMP Bill 1� 0 ,�k� I e '(�� RECIRCULATION PIPE OW BAFFLE Access 4 EXPIRES THREE YEARS FROM [SAT.,.. �2" AIR INTAKE D;, OF APPROVAL�S+L OY" � \ V" FLOW OPENING (TYP, (CLEANING CPENINGP lvo18" MANHOLE PLAN VIEW (TYP . 1 B" MANHOLE (TYP 24" MANHOLE (TYP 1SINFECTION Revised Plan APP CYLINDER (OPTIONAL) Approved . 12/28/23 -� � ro7/20/26 "� . - %AOO" . I O 2 r 1 4 `4 G�PN W�Nv �� 19.0 19.10F 9 10 0 �j S z -' 4•-4j- 18.95 •-4 .18.95 D`` SECTION A-A VIEW S 19,.34 -- GMF z5� 1 .70+ FUJI CEN-5 TRAT M EST S 0.3 'W N.T.S. Vo` ENGIN=- Rr5CERTIFJCAT,0N _RE�tL'IRE0, `^ 2• - +.. y ,, 1✓" O ,� IPo13 �LeAT:O Pd AN=7 r-C?N'� PU. 11,1 F 18.58 .,�'() � t fl I/A OWTS ,� s OBD O y � FQF FIT;A_�'—.RC,, a�., " '' RISER (TYP. O Y 1�� 18 3 18.33 + 4" INLET PIPE- .CZ -� ( I FLEXIBLE Mt +(18.2) COUPLING � 3 1 > o \ 60 18.47 � 1� SEE C 1 FLEXIBLE COUPLING 1 S "( I .0 r QUP�1 ErtNG s �„ � 0 STANDARD ASTM C923 1 „OVAL TO FERnitO 0m, adt +18o7e5 ' _AWITH STAINLESS STEEL it BANDS 2 SEALANT MEETING Q G� 9 1 OASTM C990 ( \ STANDARDS EQUAL MTO CONSEAL CS-101 C s" /k 18.49 BUTYL SEALANT • � �Rw a S�' I. ALL LUMBER SHALL BE HEM FIR NO.2 FB = 850 P51 SINGULAR, 975 REPETITIVE FV = 95 PSI, E = 1,300,000 PSI, MAXIMUM MOISTURE N ` CONTENT t 1998. OR DOUGLAS FIR NO.2 FB= 575 SINGULAR, 915 TAX MAP NO. 1000-104-1 -27 PROPOSED REPETITIVE FV = 95 PSI, E = 1,500,000 PSI, MAXIMUM MOISTURE • ' ' _ ''' CONTENT t IGS. SURFACES WITH SAME TYPE OF MATERIAL USED FOR ZONING: R-40 SHOP COATING - UNLESS NOTED IN THE DRAWING5 FOR THE RESIDENCE ' EW RESIDENCE IN FLOOR AND ROOF FRAMINC-�. LOT AREA: 24,216 SQ.FT. ` 2. ALL WOOD GONSTRUGTION SHALL COMPLY WITH THE APPLICABLE EXISTING BUILDING AREA: 1154 SQ.FT. - t SECTIONS OF THE INTERNATIONAL RESIDENTIAL CODE, AS WELL AS THE APPLIGABLE SECTIONS OF THE CURRENT WOOD FRAME CONSTRUCTION PROPOSED BUILDING AREA: 58 SQ.FT. 5. MANUAL. nliul HUGHES RESIDEPIkNECE 304 SQ.FT. 3. ALL WOOD EXPOSED TO WEATHER SHALL BE A.G.Q. TREATED IN PROP. DECK AREA ACCORDANCE WITH THE LATEST AWPA STANDARDS. ALL WOOD LOT COVERAGE: (1 ,516 SQ.FT. COV.) 6.2 % 20% ALLOWED , `„ GENERAL NOTES THAT COMES INTO CONTACT WITH CONCRETE 15 TO BE PRESSURE 1025 STERLING RD CUTCHOGUE TREATED. FLOOR AREA RATIO: N.A. 1 THIS DRAWING, PREPARED FOR THE 4. ALL WOOD CONNECTORS SHALL BE "51MP50N", OR APPROVED SPECIFIC PROJECT INDICATED, IS AN NY 11935 EQUAL. ALL FASTENERS FOR PRESSURE TREATED WOOD ALLOWABLE SETBACKS: .F INSTRUMENT OF SERVICE, AND THE EXPOSED ARE TO BE HOT DIPPED OR GALVANIZED STEELL IN � � , , PROPERTY OF ROSEBERY ARCHITECTURAL ACCORDANCE WITH NYS RESIDENTIAL GODS SECTION 319.1 FRONT YARD 5o REQ.D 23.3 EXIST.. SIDE YARD TOT. 35 TOT. 45 EXIST. SITE STUDIO AND JOHN D. ROSEBERY TOWN OF S SIDE YARD MIN. 15'' 50' TOT. 105.5' PROV. ARCHITECT PLLC. 5. MEMBERS INDICATED AS " MIGROLAM" OR M.L. ON THIS PLANS ARE 15 REVD. 18 PROV. REAR YARD TO BE TI MBER5TRAND 1.1 E L5L AND SHALL BE MANUFACTURED I N „ ,'. INFRINGEMENT OR ANY USE OF THIS ACCORDANCE WITH TRU55-JOI5T MACMILLIAN STANDARDS. DE516N ALLOWABLE BDG. HEIGHT 28' MAX - 15'-11" PROPOSED PROJECT IS PROHIBITED. ANY ALTERATION, SUFFOLK COUNTY, NY STRESSES ARE CONSIDERED AS FOLLOWS: FB=2,bOOP51, FV=400 P51, OR REPRODUCTION OF THIS DOCUMENT IS E= 1,100,000 PSI. ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT TITLE / LOCATION WOOD NOTES PROJECT ZONING INFORMATION KEY MAP WWW.CALL811 .CO M DRAINAGE CALCULATIONS FOR RA6ROOFCONSULTANTS: BUILDING CODE USED BUILDING CODE REFERENCE I. CONTRACTOR SHALL GHEGK AND VERIFY ALL GONL�I11 ONS AT THE SITE PRIOR TO 1211 SQ RYI X 250 VIAXCAJJ=TT.STORAGE=303 S SH USE I DRYWELLS BDIAX 8'DB'TH IN LOCATIONS 51•IOt^6y THE BUILDING GODE GONFORMANGE CITED 15 NY5 THE BUILDING PLANS EXAMINER SHALL REVIEW THE STARTING TO WORK NO SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE "DIG SAFELY" REQUIREMENTS I N NEW YORK DRAINA6E CALCULATIONS FOR 6ARA6E AND DRIVEWAY 2020 RESIDENTIAL CODE AS PUBLISHED BY THE NEW DOCUMENTS FOR MINIMUM ACCEPTABLE PLAN DGG1✓UMENT5,AND MAKE WORK CONFORM WITH THE 5C.OPE 4 INTENT OF THESE 00at' 3,U56ARA6E AREA=305 5a.FT.DRIVEWAY=bib 50.FT • T. YORK DEPARTMENT OF STATE. SUBMITTAL REQUIREMENTS OF THE LOCAL THE C.ONTRAGTOR IS TO REVIEW THE COMPLETE DOGUIEITS AND BIDDING 15 TO BE BASED STATE TOTAL 1231 S V D 1 IN GU.FT/FT.STORAGE=308 SOFT. MUNICIPALITY AS SPECIFIED IN THE RESIDENTIAL UPON A GOP'6'LEfE REVIEW OF THE Ca��:IA"�iTS USE B'DIA.X 8'DEPTH N LOCATION SHOWN. AND/OR RESIDENTIAL CODE OF THE STATE OF NEWEXCAVATORS, CONTRACTORS AND YORK. THIS REVIEW ODES NOT GUARANTEE 2• A VALID TOWN EUIL.DING PERMIT SHALL BE OBTAINED AND LAHFULLY POSTED FROM THE Nowo¢�,iwP� COMPLIANCE WITH THAT CODE. THE SEAL AND LOCAL MUNICIPALITY HAVING JURI50I0TION MOR TO STARTING ANY WORK. HOMEOWNERS CALL 811 BEFORE DIGGING MECHANICAL CODE REFERENCE 516MATURE OF THE DESIGN PROFESSIONAL HAS P� 00:6__3. GONTRAGTOR OR ow�TR SHAR.L OBTAIN ALL REQUIRED APPROVALS, PERMITS, .� BEEN INTERPRETED AS AN ATTESTATION THAT, TO { sl o G82TIFIGATE5 OF OM PANGY, IN5PEGTION APPROVAI5,ETC.,FOR WORK PERFORMED THE NEW YORK STATE PUBLIC SERVICE COMMISSION (GOMM15510N) WANTS TO REMIND EXCAVATORS, Z Z v GON5TRUCTION OF TH15 PROJECT 15 TO GOMPLY THE BEST OF THE LICENSEE'S BELIEF AND FORpR� 2 � FROM A:GENGIES HAVING JJRJSDIGTIDN THEREOF, IF R1=QJIRLD. CONTRACTORS AND HOMEOWNERS THAT STATE LAW REQUIRES THEM TO GALL ONE OF THE STATE'S o R R Z CE WITH CHAPTER 12 THROUGH 24 OF THE 2020 NY5 INFORMATION, THE WORK IN THESE DOCUMENTS TOLL-FREE ONE-GALL 6ENTER5 BEFORE STARTING ANY EXGAVATION OR DIGGING PROJECT. NO` PLUS SDR FAN'S RESIDENTIAL GODS WHERE APPLICABLE TO THIS ARE: 4. ALL WORD SHALL GONFORM TO TFE NYS RESIDENTIAL CODE AND ALL RULE5 AND NEW YORK STATE ESTABLISHED THE ONE-GALL NOTIFICATION SYSTEM AS A FAST,EASY AND �J �p f� /k 19,06 1910 0 PROJECT REGULATIONS OF THE H NIGIPALITY IN WHICH THE BUILDING IS TO BE CONSTRUGTED. COMPREHENSIVE WAY TO ENSURE UNDERGROUND FACILITIES ARE PROPERLY MARKED BEFORE A N 1. ACCURATE DIGGING OR EXCAVATION PROJECT BEGINS. THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND 2. CONFORMS WITH GOVERNING CODE5 AT THE ALL FACILITIES ARE THE TWO "ONE-GALL NOTIFICATION SYSTEMS" THAT SERVE A5 C-OKMUNIGATION LINKS PLUMBING CODE REFERENCE TIME OF SUBMISSION suPE"�-�CONSTRUCTION .T.�T�'°�T�RESPONSIBILITY OF AND TO BE GAREp ILLY BETWEEN GONTRAGTORS/EXCAVATOR5 AND LOCAL UTILITIE5ftNIGIPALITIE5. �i 18.95 3. CONFORMS WITH REASONABLE STANDARDS OFl� �1 ABOUT THE REQUIREMENTS: CONSTRUCTION OF TH15 PROJECT 15 TO COMPLY PRACTICE WITH THE VIEW OF THE 5AFEGUARDIN6 ° b. IF IN THE COURSE OF GONRL 5TIGTTON A CONDITION EXISTS WHICH DISAGRI�S WITH THAT UNDER THE C,OMMI5510N'S "GALL BEFORE YOU DIG' REGULATIONS,ADOPTED TO PROTECT THE WITH CHAPTERS 24 THROUGH 32 OF THE 2020 NY5 OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE. o AS INDICATED ON THESE �,THE CONTRACTOR SI-FALL STOP YJORK PRIOR TO AND PUBLIC'S SAFETY AND GENERAL WELFARE,THE FOLLOWING PROCEDURES ARE REQUIRED: `� 19.34 Q`y 111 RESIDENTIAL GODS WHERE APPLICABLE TO THIS 4. IS THE RESPONSIBILITY OF THE LICENSEE. N0TIF1'THE ARC.I•IITE-CT OF THE CONDITION. SHOULD HE FAIL TO FOLLOW THIS PRS a53 1 .70' o PROJECT (NO PLUMBING WORK REQUIRED) ADVANCE NOTIFICATION REQUIREMENT CMF Aim CONTINUE WITH THE WORK,AND AN INADEQUATE CON5TRUGTION :z �S GaNDITION 15 THEN CREATED, HE SHALL AIME AJ1 RESPONSIBILITY AND LIABILITY. AT LEAST 2 TO 10 WORKING DAYS PRIOR TO ANY MECHANIZED WORK(DOES NOT INCLUDE THE DATE OF THE GALL) NOTICE MUST BE PROVIDED TO THE ONE-GALL NOTIFICATION SYSTEM,WHICH WILL 40 �� / ° '^�G `k`,\ ELECTRICAL CODE REFERENCE ENERGY CODE REFERENCE: 1. ALL FOOTING-35 SHALL BEAR ON UNDISTURBED 501L NTH A MINIMUM SOIL PPZ:5 E OF I TRANSMIT THE PROJEGT INFORMATION TO INVOLVED MEMBER5 50 THAT THEY CAN MARK THE o �p LOCATION OF ANY FACILITIES AT THE EXCAVATION SITE. G� o� TON PER 5Q. FT AND SHALL.HAVE A MINIMUM OF 3'-0" OF COVER. F 22 O ' ' ;$pwo .,',•. "' CONSTRUCTION OF TH15 PROJECT I5 TO COMPLY TO THE BEST OF MY KNOWLEDGE AND HOW 15 NOTIFIGATION MADE? 8_ \ WITH CHAPTERS 33 THROUGH 43 OF THE 2020 NY5 PROFESSIONAL JUDGEMENT THESE PLANS CONFORM FOR EXCAVATION ON LONG ISLAND AND THE FIVE BOROUGHS OF NEW YORK CITY NEW YORK 811 \ - S� q f 8. ALL CONCRETE SHALL BE 3000 PSI CONCRETE AT 28 DAYS FOR 5L_ABS WALLS AND wa O, a RESIDENTIAL GODS AND THE CURRENT VER51ON OF TO THE 2020 NEW YORK STATE ENERGY MUST BE GALLED AT I-800-272-4480.FOR EXCAVATION ELSEWHERE IN NEW YORK STATE,DIG �` 18 3 ° FOOTING,AND SHALL CONFORM WITH THE REQJIRB�lTS OF THE NY5 RESIDENTIAR_CGDE. v� / \ NEC WHERE APPLICABLE TO THIS PROJECT. CONSERVATION GON5TRUGTION GODE. SAFELY NEW YORK MUST BE GALLED AT I-800-qb2-7982.NOTIFICATION FOR EXCAVATION WORK 1si 1 1 18 33 ANYWHERE IN THE STATE CAN BE MADE BY DIALING 811. WHETHER DIALING THE I-800 NUMBER OR 811, cf. ALL PGURED COW-RETE FOOTING ARE TO BE REINFORCED WITH(2) #5 REBAR THERE 15 NO CHARGE FOR THE GALL. 5UBMITTED PLANS ARE TO INCLUDE THE �,� APPLICABLE RE5-CHECK OR REM-RATE REPORT A5 HORIZONTAL CONTINUOUS. ALL PCUI�U CC�IGRETE FOUNDATION WALLS SHALL BE REINF. W/# WHAT DOES EXCAVATION INGLUDE? °' eo wN10 5 REBAR HORIZ. NEAR TOP OF WALL. c� ops' REQUIRED BY NY5 ENERGY GODS, SEE SHEET EN-I, vim, c�'J' 18.47 O EXCAVATION 15 DEFINED IN STATE LAW AS "...MOVEMENT OR REMOVAL OF EARTH,ROCK OR OTHER gds W� � 8p o > A PERMANENT CERTIFICATE SHALL BE COMPLETED MATERIALS IN OR ON THE GROUND BY USE OF MECHANIZED EQUIPMENT OR BY BLASTING,AND �' �,,0 0 BY THE BUILDER OR REGISTERED DESIGN 10. ALL S1T2UGTURAL STEEL SHALL BE A-3b AND SHALL BE FABRICATED AND INSTALLED e 5� 6 �ti �- A5�LATEST RI.S.G. SPEGIFIGATIONS. INCLUDES,BUT 15 NOT LIMITED TO AUGURING;BACKFILLING;DRILLING;GRADING;PLOWING IN;PULLING yp� � P ti /J PROFESSIONAL AND P051T=D ON A WALL IN THE IN;TRENCHING AND TUNNELING.TOOLS MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE TILLING OF SOIL FOR AGRICULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. �i � P ick 19�11�- . 18 9 �• 6 SPACE WHERE THE FURNACE 15 LOCATED, A UTILITY II. SITE?ALL}}Fg AT INTERIOR WALL GONSTRUGTION SHALL BE(2) 2" X b" UNLESS NOTED ROOM OR AN APPROVED LOCATION INSIDE THE OTHRWISE WHAT 15 THE EXCAVATOR REQUIRED TO DO IF THERE ARE MARKED UNDERGROUND FACILITIES AT E �rnQ .Cv11 �e THE NOW 18.49 / O BUILDING. RK c�ti P� o• N F \ eN I o° 3 C4 BEFORE USING POWERED EQUIPMENT NEAR MARKED UNDERGROUND FACILITIES,EXCAVATORS ARE18 42 12. 00JIBLE JOISTS UNDER ALL PARALLEL PARAUTO SAME AND AROUND ALL REQUIRED TO VERIFY THE LOCATION,DEPTH,AND DIRECTION OF RUN OF THE FACILITY BY MEANS OF �Z 18.10+ C• � N (�� v'- OPENING. PROVIDE IDaB-E BLOCKING UNDER ALL PARTITION WALL5 RUNNING TEST HOLES DUG BY HAND.AFTER VERIFICATION,A CLEARANCE OF AT LEAST 4 INCHES MUST BE �` FP �N 18. �� (•N �{pb O PILULAR TO JOISTS. MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FACILITY. a 6��� P ��SF O 18.39 N 13. ALL DRYWALL SHALL BE U5.6. NATIONAL GYPSUM CO. 1/2" THICK UNLE55 OTHERWISE � 18.14 ' 17.97 18.00 sem, a ' ���' � T o� CMF C-) �q 1 19.4 Q TOWN OF SOUTHOLD BUILDING CODE CRITERIA :7�J,8° 1FFL , 1790 \0 ° 6 SUB. #1 1/24 14. INTERIOR PARTITIONS ARE TO 1�GONSTRUGTT=D OF 2 x 4 WOOD STUDS AT Ib O.G. j� WITH 1/2 GYPSUM BOARD BOTH SIDES UNI_.E55 OTHERWISE NOTED. � 6 � � w, 3316� \\ 5 REMOVE ADDITION, 11/23 SIGN PLACEMENT: THE SIGN SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE 15. AR1. INTERIOR DOORS SHALL BE STAINED GRADE b'-8" HICH X 1-3/8" X WIDTH A5 `yam \ 17.67 HEALTH DEPT REDESIGN EXTERIOR OF THE RESIDENTIAL STRUGTUREPROVIDED HOWEVER THAT: IF AFFIXING THE NOTED ON PLAN WITH APPROPRIATE RARDWARE. I. A MINIMUM OF ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET 15 REQUIRED eo°" �.72 'G� M� b HEALTH DEPT.IN EVERY HABITABLE ROOM HALLWAY 5TAIRWAY ATTAGHED GARAGE AND _v� 4 REVISION 5/23 51ON TO THE ELECTRIC BOX, OR IF THE UTILITY PROVIDING ELEGTRIG SERVICE DOES NOT �a,�y ' ALLOW THE SIGN TO BE ADHERED TO THE ELECTRIC, BOX, THE SIGN SHALL BE AFFIXED TO 16. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. OUTDOOR ENTRANCE. •O " �/`� HEALTH DEPT. EXCEPTION: IN HABITABLE ROOMS OTHER THAN KITCHENS AND BATT BATHROOMS �� �j� 17.4s OPO 3 12/22 THE EXTERIOR WALL IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND IF NO O c o REVISION ELEGTRIG BOX IS ATTACHED TO THE EXTERIOR OF THE STRUCTURE OR IF, IN THE OPINION 1-7. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEGUATELY BRACING AND PROTECTING ONE OR MORE RECEPTACLES CONTROLLED BY A WALL SWITCH ARE PERMITTED ALL WORK GLARING CONSTRUCTION AGAINST DAMAGE BREAIGAGE, COLLAPSE, DISTORTION IN LIEU OF LIGHTING OUTLETS. 1 2 HEALTH DEPT. SUB. OF THE AUTHORITY HAVING JURISDIGTION, THE ELECTRIC BOX 15 NOT LOCATED IN A PLACE 10/22 LIKELY TO BE SEEN BY FIREFIGHTERS OR FIRST RESPONDERS, THE SIGN SHALL BE AND 45ALIGM M ACCORDING,TO APPL.IGABLE C.0DE5,5TANDARD5 AND GOOD 17 2. IN EVERY KITCHEN FAMILY ROOM DINING 59 CONDOC REVIEW ROOM DEN BREAKFAST ROOM G DESIGN AFFIXED TO A LOCATION APPROVED BY THE AUTHORITY HAVING JURISDICTION AS A ' TIS BEDROOM RECREATION ROOM AND SIMILAR GRAPHIC, SCALE 17.4° V 1 8/22 LIVING ROOM, PARLOR SUNRODM, LOCATION TO BE SEEN BY FIREFIGHTERS OR FIRST RESPONDERS. I8. ALL WIND0V5 SHALL BE DOUBLE-E INSUL AT87 GLASS,VINYL OR WOOD FRAi�ATH THE RECEPTACLE OUTLETS MUST BE INSTALLED 50 THAT NO POINT ALONG 20' o' 10' 20' 4o' ' 1694 ��G v THERE ARE NO SUBMISSION THE FLOOR LINE 15 FARTHER THAN 12 FT, MEASURED HORIZONTALLY, FROM AN - OTHER KNOWN WELLS THE SIGN SHALL BE STURDY, NON-FADING, HEATER-RE515TANT MATERIAL, PROVIDED' IN5EGT SCREEN,A V JAMB EXTENDED AS REGUIRED. �1G No. Revision/Issue Date HOWEVER, THAT A SIGN APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BEA OUTLET, INCLUDING ANY WALL SPACE 2 FT OR MORE WIDE AND THE WALL (IN F2�-0" � 1,.39 �5�o WITHIN 150 FEET OF PERMANENT NON-FADING STICKER OR DECAL 19. ALL PLl)MBING SHALL BE IN STRICT AGGORDARJGE WITH THE N.Y.S. PLUMBING CODE. SPADE OCCUPIED BY SLIDING PANELS IN EXTERIOR WALLS. THE PROPERTY ROSEBERY 6" DIAMETER 3. A MINIMUM OF TWO #12 WIRE 20-A SMALL APPLIANCE GIRGUIT5 ARE N 0 T TO SCALE 20.THE ARGHITI=GT5 CERTIFICATION APPLIES ONLY TO TT-E5E PLANS CONFORMANCE WITH REQUIRED TO SERVE ONLY SMALL APPLIANCE OJTLET5, INCLUDING ARCHITECTURAL THE RE5I0ENTIAL CODE OF NEW YORK STATE(CURRENT EDITION) REFRIGERATION EQUIPMENT, IN THE KITCHEN, PANTRY, DINING ROOM, BREAKFAST ROOM, AND FAMILY ROOM. BOTH GIRGUITS MUST EXTEND TO THE KITCHEN;THE STUDIO REFLECTIVE WHITE 21. AM'DEVIATION FROM THESE PLAN5 WITHOUT THE WRITTEN CONSENT OF THE ARRGHITEGT OTHER ROOMS MAY BE SERVED BY ONE OR BOTH OF THEM. NO OTHER OUTLETS PLOT PLAN NOTE: PLEASE CONSULT SCDHS SITE PLAN, IF APPLICABLE SCALE: 1"=30'-011 WILL NEGATE THE GERTIFIGAT10N OF THESE PLANS. MAY BE CONNECTED TO THESE GIRGUIT5, EXCEPT A RECEPTACLE INSTALLED 1029 SIPP AVENUE 50LELY FOR AN ELECTRIC CLOCK. IN KITCHEN AND DINING AREAS, RECEPTACLE MEDFORD, N.Y 11763 22. 00 NOT 5GALE DRAKWE-6. WRITTEN DINEN510N5 5)F'ERGEDE 5GALE0 DIMENSIONS. OUTLETS MUST BE INSTALLED AT EACH AND EVERY COUNTER SPACE WIDER (CONSTRUCTION DOCUMENTS: PHONE: 631 CLASSIFICATION OF THAN 12 IN. TEST BORING ) 730-1262 THE STRUCTURE 23• THE GENE RAL CONTRACTOR SHALL BE RESPONSIBLE FOR GUTTING, FITTING OR 4. A MINIMUM OF ONE #12 WIRE 20-A CIRCUIT MUST BE PROVIDED TO SUPPLY KEY NOTES: &47-22 SY FAX: (631) 730-5476 PATGHIN6 REQUIRED TO COMP= THE WORK OR TO MAKE IT5 PARTS FIT TOGETHER MGDONALD UNDER SECTION 602 PROPERLY THE LAUNDRY R.ECEPTAGLE(5), AND IT MAY HAVE NO OTHER OUTLETS. (25.0)- PROPOSED ELEVATION GRADES 6EOSERVIGES A-0 TITLE SHEET, PLOT PLAN E-MAIL: rosebery@optonline.net � OF THE B CN YS 5. AT LEA5T ONE RECEPTACLE OUTLET MUST BE INSTALLED IN THE BATHROOM1a TEST BORING WEBSITE: 24. THE OM ER SHALL 5EL.EGT ALL FINISH MATERIALS AND COLORS. NEAR THE BASIN AND MUST BE PROVIDED WITH GROUND FAULT CIRCUIT + LEV EXIST. GRADES 1-7b, � SP-1 SITE PLAN C=) ELEVATIONS, IF NOTED ARE GON5IDERED O BROWN SILLY WWW.roseberyarchitect.com REFLECTIVE RED 25 ALL TRIMMED AND FLUSH GONNEGTION5 BETVEEN JOISTS, POSTS,OR RAFTERS TO INTERRUPTER PROTECTION. NGVD 88 DATUM To SAND (5M). A-0.1 NAILING SCHED., FOUNDATION & ROOFING CODE INFO Project Name and Address b. CODE REQUIRES SUFFICIENT 15- AND 20-A GIRGUIT5 TO SUPPLY THREE WATTS 3' PAN TONE #187 BEAMS,GIRDERS OR STRUGTIRAL NBf3ER5 TO BE FASTENED USING GALVANIZED METAL OF POWER FOR EVERY SQUARE FOOT OF FLOOR SPACE, NOT INCLUDING NOTE: CONTRACTOR TO PROVIDE FULL HUGHES RESIDENCE F+ANGERS BY 'SIMP50N STRONG TIE' CR APPRC�/ED EQUAL. UTILITY MARK OUT(DIAL 811) PRIOR TO EL A-0.2 REQUIRED CONNECTION DETAILS BY NYS BUILDING CODE ADDITION&ALTERATION GTION ON SITE DESIGNATION FOR GARAGE AND OPEN PORCH AREAS. MINIMUM GORE SUGGESTION 15 ONE CIRCUIT GONSTRU 26. THESE DRAWINGS As INSTIa)r1ENr5 OF SERVICE ARE 'gND SHALL REMARN THE PER 600 50 FT; ONE CIRCUIT PER 500 SQ FT IS DESIRABLE. 51TE PLAN FROM SURVEY BY 5M1TH k JUNG 14.8'STRUCTURAL COMPONENTS THAT AR 1 /2" STROKE PROPERTY OF THE ARCHITECT W(ETHER THE PROJECT FOR WHICH THEY ARE MADE 15 1• A MINIMUM OF ONE EXTERIOR RECEPTACLE OUTLET 15 REQUIRED (TWO ARE JULY 2022• A-1 PROP. FOUNDATION PLAN, RISER DIAGRAM TO EXISTING RESIDENCE. OF TRUSS TYPE CONSTRUCTION EXECUTED OR NOT. THEY AFE NOT TO BE USED ON ANY OTHER FRO.-EGTS OR EXTENSIONS DESIRABLE) AND MUST BE PROVIDED WITH GROJND FAULT CIRCUIT INTERRUPTER TO TH15 PROJECT EXCEPT BY AGREET,ENT IN WRITING AND WITH APPROPRIATE PROTECTION. 3, BROWN AND A-2 PROPOSED FLOOR PLAN 1025 STERLING RD. F FLOOR FRAMING, INCLUDING GONPEN5ATION TO THE ARCHITECT. PALE BROWN GIRDERS AND BEAMS 8. A MINIMUM OF ONE RECEPTACLE OUTLET 15 REQUIRED IN BASEMENT AND TO FINE SAND CUTCHOGUE, NY 11935 27. THE CONTRACTOR 15 TO PROVIDE PROPER aFR)RT AND UNDERPINNING A5 GARAGE, IN ADDITION TO THE ONE IN THE LAUNDRY. IN ATTACHED GARA6E5 IT 16.-1' (SP) A-3 PROPOSED ROOF PLAN IYGE`f'ARRY OF THE EXISTING GON5TRUGTION THROUGHOUT CON5TRI)GT1ON OF NEW MUST BE PROVIDED WITH GROUND FAULT CIRCUIT INTERRUPTER PROTECTION. TOWN OF SOUTHOLD "R" ROOF FRAMING FOUNDAMONAMaRDER5. WATER A-4 PROPOSED ELEVATIONS 9. NYS BUILDING GODS REQUIRES INTERCONNECTED SMOKE DETECTORS SCTM. N0. 1000-104-1-27 BE PLACED IN ALL NEW CONSTRUCTION, AND EXISTING ALTERED ENCOUNTERED "FR" FLOOR AND ROOF FRAMING 28. DUBLE MICROLAI"C TO BE NAILED TOGETHER LITH TWD(2) ROIL 160 COMMON HIRE CONSTRUGTION. INTERCONNEGTED SMOKE DETECTORS ARE NOT ® 16.7' EL A-5 PROPOSED SECTIONS & DETAILS Project Sheet NAIL AT 12" D.G.. REQUIRED IN EXISTING CONSTRUCTION WHERE EXISTING CEILINGS ARE 1'1 Ib•T WATER IN 2022-36 SIGN FOR RESIDENTIAL STRUCTURES WITH TRUSS TYPE2C,.THE A.IA GN3RAL CONDITIONS (AIA DOG. A201) ARE HEREBI'MADE AN TO BE DISTURBED. BATTERY OPERATED SMOKE DETECTORS CAN BE TO PALE BROWN A-6 PROPOSED SECTIONS & DETAILS USED. Il' FINE SAND Date CONSTRUCTION , PRE- ENGINEERED WOOD CONSTRUCTION ADMINI5TIRATIVE PART OF THESE DRAWING AS IF I�REIN WRITTEN IN FULL. lo. DISGONNEGT SWITCHES ARE REQUIRED. EL (5P) G-1 PROPOSED GARAGE JULY 2022 A-0 AND/OR TIMBER C 0 N S TR U D TI 0 N NOTE: REFER TO THE NATIONAL ELECTRICAL CODE (NEC) AND NYS O$WATER ENCOUNTERED Scale ELECTRICAL FOR FURTHER INFORMATION ON RESIDENTIAL ELECTRICAL AT EL. 16.77' BELOW SURFACE EN-1 ENERGY CODE INFORMATION SHEET. AS NOTED REQUIREMENTS. TEST BORING Drawing GENERAL NOTES ELECTRICAL NOTESSITE NOTES INDEX TO DRAWINGS COVER SHEET -1/2' VENTILATION PIPE DEPARTMENT APPROVAL SCUM BAFFLE H TEST BORING <r Chamber ER Voiume(gal) KEY NOTES: Sedimentation 277 8-17-22 BY DRAINAGE GALGULATION5 FOR ROOF 2'-+a 2'-�' -0�' MGDONALD N ° ECIRCULATION Anaerobic FiltrationChanbet 278 1,211 SQ.FT. X .250 GU.FT./FT. STORAGE = 303 GU.FT. AIR LIFT PUMP Aerobic Iz7 + 6EO5ERVIGES _ (25.0)- PROP05ED ELEVATION GRADE5 w Y Y U5E I DRYWELL 5' DIAX &' DEPTH IN LOGATION5 5HOWN ISINFECTION Storage Chamber 63 TEST BORING a ® o Disinfection Chamber 4 + 25.6 EXIST. GRADES EL. = r CYLINDER (OPT.) Total Volwne 1 749 17.8' S V INLET PIP 4" OUTLET PIPE ELEVATIONS, IF NOTED ARE CONSIDERED O BROWN 51LT-r P 0 ' DRAINAGE GALGULATION5 FOR GARAGE AND DRIVEWAY ® NGVD 88 DATUM TO SAND (5M). DRIVEWAY = 360 50.FT 4-0} � !A SPECIIICATIONS 3' Anaerobic Media FP/PE Filling Rate 32% NOTE: CONTRACTOR TO PROVIDE FULL TOTAL 360 5Q.FT. X 0.250 GU.FT/FT. 5TORA6E =a0 50.FT. Board Type Aerobic Media FVC/PP/PE F 111 n Rate I I6% UTILITY MARK OUT (DIAL 811) PRIOR TO r�*" Aerobic Media FP/PE PE Filling Rate 57/° 0 Blower 28 cfm GON5TRUCTION ON SITE 14.8 USE 8' DIA. X 4' DEPTH IN LOCATION SHOWN. FFLUENr EL. INLET SAFFL , AIR LIFT PUMP s ' O Pail FVC/PP/PE SITE PLAN FROM SURVEY BY SMITH 4 JUNG RECIRCULATION PIPE OW BAFFLE Access Covers ) Ilastic/Cast Iron JULY 2022. -�Q\� �\td` ( CLEANING OPENING /2., AIR INTAKE Disinfectant bona/ ChlonneTablets FLOW OPENING TYP. N0� \.-\N L\G PLAN VIEW BROWN AND 4„ °'•� C, Goef JV� 18" MANHOLE (TYP 4" MANHOLE Q PALE BROWN GENERAL NOTES \a�N 18" MANHOLE (TVP 24" MANHOLE (TYP ISINFECTION FINE 5AND �S CYLINDER (OPTIONAL) � 16.7 THIS DRAWING, PREPARED FOR THE R- ,� OW OPENING (5P) ' ` SPECIFIC PROJECT INDICATED, IS AN ¢y-( FEZ o �\ 000 -°• 12' OARO TYPE ENDGAP LEVELING WATER ~' INSTRUMENT OF SERVICE, AND THE EzM010,<z\Nei- C7,,� ��N(JE � � CONTACT MEDIA DEVICES ENCOUNTERED PROPERTY OF ROSEBERY ARCHITECTURAL Ow ��� �OP\z\ 2 F�NG ® ® Ib.l EL SITE STUDIO AND JOHN D. ROSEBERY N MF 6 S INLET PIP WATER IN ARCHITECT PLLC. 16.7 'IN SAO \ZVL �NG� 19.06 19.10 �' +,� s,-y, p s'-s• © ECIRCULATION TO PALE BROWN �` ® ASSEMBLY OUTLET PIPES I� FINE 5AND INFRINGEMENT OR ANY USE OF THIS ��c\NP VA • © BAFFLE REQUIRED (5P) PROJECT IS PROHIBITED. ANY ALTERATION, p�� PQS� !� 8 4-3�• `-z° IF INLET PITCH O8 OR REPRODUCTION OF THIS DOCUMENT IS �QQO��NG� m EXCEEDS I/2 /FT WATER ENCOUNTERED ALSO PROHIBITED WITHOUT THE WRITTEN AEROBIC MEDIA (4� MAXa AT EL. 16.x' BELOW SURFAGE. ``""'"`°' CONSENT OF THE ARCHITECT. W\� o PROVIDE LOCKABLE \\ 18'95 V GASTING TO GRADE 0 x\50 \�O ��� AERATION ASSEMBLY M N TO KEY MAP J� " TEST BORING �� "� O SECTION A-A VIEW SECTION B-B VIEW ABOVE OUTLET Q 2 INVERT OUTLET PIPES Fes'"AIR"a'T PROVIDE RAL DISCONNECT PRIOR CONSULTANTS: O Q BIALDI"WALL CLEANCUT TO M TO PANEL 19.34 + � FUJI CEN-5 5 TREATMENT SYSTEM ° FLOOR ��LDIIN67 FACE�^� I POLE I AMP BREAKER + < LOaCAELE 30 AMP IF PUMP TANK IS �- 0.E4Na17 AT 120 VOLT I'DIA SERVICE TO PANEL REQURED-DEDICATED 6FI GMF 25 1 .70 'OG ALO 6RADE 2#12,#12 ORD.IN 1"CONTROL PANEL CIRCUIT INCOMING ELEG. `V, ,C�O N.T.S. 4� Qa SERVICE QTO \A& 0.5 MULTIPLE PIPE D15T, DISTRIBUTION FIBERGLA55 S LI6NrrrEI6Nr �0�I 13OHM 2 �' 20o AMP �`5I� (5EE -� �0 P00\- �',A y�.p CHAMBER CHAMBER DETAIL o GEMENrFILL CONTROL ELEC.aHouSE 51TEPLAN G�gS QN�O <� E. `Z`V, \5(. �\,\O �\ PANEL ME G. _ y1oF 2 O� 18.58+ �Q �� �Q NO�Q @< RISER (TYP. �Qaya BGG 5 05 �� ��� - p u+ell s TRAP a+ ELEG.6ROUNDIN6 A5 ACCORDANCE REQUIRED BY P5E6. �� (11'4) 4" OUTLET SECTION Nr5 PLAMBIN6 ^ \ \ O 4' INLET PIP PIPE e'MIN GODE TYP. ELECTRIC SINGLE LINE DIAGRAM F CC ' Y� ..,� 18 3 c'6`Q�� � 1 � � 18.33 + 1160* ` BUILDING CLEANOUT & N.T.5. NOS, \� `0 \ / FRESH AIR INLET DETAIL I. BURIED ELECTRICAL CONDUIT SHALL BE A MIN. `\r\ O 01 FLEXIBLE 1 FLEXIBLE OF 24"BELOW6RADE 2 -� COUPLING COUPLING NOT r0 SCALE 2. ALL ELECTRICAL WORK TO BE PERFORMED IN (l MIN. O +(18.2) NOTE, BUILDING CONNECTION TO HAVE A MINIMUM OF ACCORDANCE WITH NFPA 10 4 CURRENT \� 2'-0"OF CAST IRON 5EWER LINE EXTENDIN6 THROl16H VER51ON OF NEG. (0.0 °" ` THE FOUNDATION. s, 5 \cj�• '�j1 \\ SEE DETAIL "A" FO 18.47 0�� N\ THROUGH RISES EE DETAIL "B" FOR + ,��pG Ot FLEXIBLE COUPLING CONNECTION THROUGH TANK QQ �� MEETING ASTM C923 I8.0) O +(1�Q) POOH STANDARD 1/2" ELECTRICAL CONDUI CONNECTION DETAILS GENERAL NOTES EQUAL TO FERNCO �- -� � �S �C" 5` \� \�` C.UQ ` WITH STAINLESS STEEL 3/4" PVC AIR CONDUIT I. THE DE516N PROFE555IONAL SHALL OBSERVE THE OWT5 PRIOR TO BACKFILL AND 16. THE OWT5 INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY sl QED q W \,° \P` 0�\� °�P` ,,p�\, BANDS DURING 5Y5TEM START-IP. THE DE516N PROFE55IONAL AND SGDHS. 0 ��° + �� G�\ t,\1� +1 OQ5 ,G G(���� CONTROL PANEL 2. THE OWT5 SHALL BE TE5TED FOR WATER T16H1NE55 U51N6 A METHOD APPROVED 11, ALL MATERIAL,WORKMANSHIP,INSTALLATION PROCEDURES AND MAINTENANCE OF (J (� \� 0 SEALANT MEETING °N Q¢ Q` 18. 9 a V` +� ASTM C990 BLO'NE BY THE MF6R PRIOR TO ARRIVAL AT 1TiE SITE. TRAFFIC SHALL BE PERFORMED BY T14E OWTS INSTALLER. 4 SB (� (\ • / (� �'\ O VC WELDED JOINT 3. A FUJI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. I8. OWT5 INSTALLER BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL '�(, / � STANDARDS EQUAL �, GQC\NE�� //\ GQ Q/ (0 \�� TO CONSEAL CS-101 /MANUFACTURER PROVIDED 4. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO UNDERGROUND UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM A5 'oilQ � 'Z �\r�y Off. \. BUTYL SEALANT CONNECTION ADAPTER V\ Q 0 18.49 TANK WALL REQUIRED THROUGHOUT THE PROJECT PER PREVALENT CODE. II r �, GHAPTER563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J . V / �0 Q '� ,\\Q 3 3 4' PVC CONDUIT 3/4 PVC `�• � '�\ 'Q 2, (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE la. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING Cr + 18.19 �� Q\ BUTYL SEALANT AIR LINE SOCxNPT MALE REQUIREMENTS ARE FULFILLED TO THE SATISFACTION OF THE design rofessional, LTA 24265 y0�� - 18.42 �GG� \�3/ OP' \�\ 3 !�. \U PRESSED AROUND LEXIBLE COUPLING(D ADAPTER WITH SUFFOLK COUNTY DEPARTMENT OF LABOR.LIGEN51N6 AND CONSUMER AFFAIRS, 9 P F \ P� �` O PURSUANT TO SUFFOLK COUNTY CODE,5b3-19(IIXJ) SGDPW,AND 51,-HD. ° �5 01�r1 D+ GQ + 5�, v? •O PERIMETER OF ANUFACTURER GASKET 20. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE, F NE� p,C� �� (D7THREADS PROVIDED TANK AND LOCK 5. THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE 5GH0 U51N6 DOCUMENTS Op' \Z\G �(�' / \ 18• \ 0(0 Gj O \�\� PENETRATION PROVIDED BY THE DE516N PROFESSIONAL. COUNTY AND LOCAL SAFETY GODE5. pFZ �(�. i O, \S �\ �� WASHER 21. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE �F 0 �� C� \ r\� (Ib. �� �\-' QC 18.39 b. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE �+ AGREEMENT WITH AN AUTHORIZED MAINTENANCE PROVIDER THE AGREEMENT SHALL DISPOSAL SYSTEM HAS BEEN ISSUED. N 0 \ 0 5 �J \�� �� \\ Y RISER OR 3/4 NYLON TUBIN 3/4" PVC \�18 1 + �0� Q +/ / G \� \ \SC\ \J a \ \-( HAVE A MINIMUM 3-YEAR SERVICE INTERVAL. 22. OWT5 INSTALLER TO COMPACT AREAS DISTURBED TO a5% PROCTOR DENSITY lab IN. � 17. +\- / 18.00 �\\��P(\�O\�� �a v? P�oplG� o ��\�0 EQUAL HOSE BARB 1. NO KITCHEN SINK 6ARBAC-E DISPOSER SHALL DISCHARGE TO THE OWT5. BELOW GRADE, 12 IN.LIFTS MAX). j 1/2" MALE x NPT FITTING 8. NO WATER SOFTENER SHALL DI5GHAR6E TO THE OWT5. 23. OWT5 INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO \ "\ 1/2- PVC COMMENCEMENT OF WORK. �� n 0) s\/�, GMF \ THREADED 3/4 PVC SOCxNPT 9. INSTALLATION AND USE OF THE I/A OWT5 MUST CONFORM TO THE DEPARTMENTS �� 8.0 '( �\�\ 18 0 Cy\ + G, 0 ELECTRICAL ADAPTER APPROVED I/A OWT5 6UIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE 24. OWT5 INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL JJ CONDUIT COUPLIN +7'62 FFL �Al 17.90 00 • STANDARDS FOR 'APPROVAL AND MANA6EMENT OF INNOVATIVE AND DAMAGE TO ANY STRUCTURE OR GRADE AS REQUIRED BY AGENCIE5 HAVING J \ PVC WELDED JOINT 3/4" PVC ALTERNATIVE ON SITE WASTEWATER TREA THIENT 5Y5TEM5." JURI5DIGTION,AT NO ADDITIONAL COST TO THE OWNER „ L N RISER W LL / \l � f�\ \ LOCK WASHER 1/2" PVC CONDUIT CONDUIT 10. WHEN AN I/A OWT5 REQUIRES A VENT,THE UNIT SHALL BE VENTED TO THE ROOF OF 25. OWT5 INSTALLER SHALL EMPLOY ALL SAFETY MEASURES INCLUDING SHEETING AND MP\� �l \ FLOAT WIRE ELECTRICAL THE RESIDENGE BEING SERVED.VENT PIPES SHALL EXTEND A MINIMUM OF b"ABOVE 5HORIN6 TO PROTECT EXISTING 5TRl1GTURE5 AND PEDESTRIANS. �IQ(1A �� PGS \\ 17,67 BUM SEALANT CONDUIT THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM HORIZONTAL 26. OWTS INSTALLER SHALL VI51T THE SITE,REVIEW ALL CONSTRUCTION DOCUMENTS �L �Y 'G 5P - OPRESSED AROUND 1/2" PVC THREADED SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN GASES WHERE IT 15 PRIOR TO SUBMITTIN6 THE BID. ° GN\N (, W\` PERIMETER OF MALE ADAPTER NOT PRACTICAL TO VENT THE SYSTEM TO THE RE5IDENGE ROOF,A VENT PIPE MAY 21. OWTS INSTALLER SHALL INFORM THE DESIGN PROFE5510NAL FOR ANY OMISSIONS + 17.72 �x\y(\NO � N1�MP\N' �� THREADS 6 TOWN OF SOUTHOLD 1/24 ` BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND TERMINATES A MINIMUM AND OR DEFICIENCIES A5 50ON A5 THE OWT5 INSTALLER BECOMES AWARE OF IT. ?00\- (� N0� ��P tiN 5 OF \� �Qp i N I OF 18"ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' 28. OWT5 INSTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING SUB.#1 0�0 Z\0� FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER JURI5DIGTION. 5 REMOVE ADDITION, 11/23 `� \\ N S �` INSTALLATION DETAILS -FUJI CEN-7 DEVICE. ALL VENT PIPES MU5T HAVE MINIMUM DIAMETER OF 2"• 2q. OWTS INSTALLER SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN510Ns PRIOR TO HEALTH DEPT REDESIGN O 0 O N.T.S. 11, ALL ADAPTORS,RISERS,5AFETY SCREENS,AND LIDS SHALL BE MANUFACTURED BY PROVIDING BID PROPOSAL. 4 HEALTH DEPT. \ 17.45 POLYLOGK. 30. OWTS INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK REVISION 5/23 SITE PLAN Oi GMF 0 �� O 12. DIRECT BURIAL OF ELECTRICAL AND CONTROL WIRES 15 PROHIBITED. ALL WIRES 5AT15FACTORY TO SGDPW,5(-HD,AND THE DE516N PROFESSIONAL. NO ALLOWANCE 17� YJa SHALL BE ENCASED IN%' MIN 5CH 40 PVC CONDUIT. SHALL BE MADE ON BEHALF OF ANY ERROR OR NE6LEGT ON THE PART OF THE 3 HEALTH DEPT. POLYLOK 24 SAFETY SCREEN 12/22 13. THE OWT5 INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER IN51DE CONTRACTOR REVISION SCALE: 1 20'-0" AREA = 24, 216 SQ.FT. ` PART N0. - 3008-SS FM THE DWELLIN6 MAIN ELECTRICAL PANEL OR INSTALL A 50-PANEL IN AN EA51LY 31. OWT5 INSTALLER 5HAH NOTIFY THE 5GDHS 48 HOURS PRIOR TO THE INSPECTION. 2 HEALTH DEPT. SUB. 10/22 + 17 59 MATERIAL - HOPE + 17.40 SA00NEDzNN LOAD ACCESSIBLE LOCATION. 32, CONTROL PANEL MU5T BE IN LINE OF 516HT OF TREATMENT UNIT,NO OB5TRUGTION5 CONDOC REVIEW "MM FOR EASY TRMTH 14. INVERT ELEVATIONS ARE ESTIMATED. THE OWT5 INSTALLER SHALL CONFIRM PERMITTED. DESIGN CRAPHIG SCALE .��CZ I.Vkq ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DE516N des/ professional 1 8/22 20' 0' IO' 20' 40' + 16.94 Pv�\,\G gyp` THERE ,ARE NO SAFM SOW OF ANY D15GREPANCIE•5. � SUBMISSION OTHER KNOWN WELLS No. Revision/Issue Date (IN FEET) + 17.39 R� WITHIN 150 FEET OF CM y � 1" = 201-0" NI aR T°I 2 - - -- - - -- -- -- -- -- -- -- -- -- --, ROSEBERY THE PROPERTY YDKUT r-- -- -- -- --'- - -- - SCREM5 SZEU TO FIT INSOE FIRST 24"RISER `" c°we M�,aM i CRI 4 ARCHITECTURAL t 0 lCR�a I ------Ta TO 117-,S9INi0----- -- -- - -- STUDIO " I S•N" ANlll j l ❑2 33 ♦ 7 6 7 ° 9 10 11 I2 THl �._-i'_-h.-_�_.{�_.�.�-.�_.�_._�. _.- I NOTE: PROVIDE NOTE: THE DESIGN ARGHITEGT 15 TO OBSERVE T■, FEl,2 nl i ' ,�„ 1 I I I I I I I I I I I I I 1029 SIPP AVENUE PROVIDE 2" VENT FROM WATERTIGHT FLEXIBLE THE OWT5 5Y5TEM PRIOR TO BAGKFILL AND SAFETY SCREEN DETAIL '�'T ` CR,14 ° " " FAa,�l"tct j MEDFORD, N.Y 11763 •iF lY I LI N 1 v °eJ ll N LI N V ^4-t "lx mRIM T 1 AIR PUMP WITHIN CONTROL JOIST SEAL AT INLET $ AT 5Y5TEM START UP N.T.5. tTru ° I IM,/ I 11 Itmrn 1 I i PHONE: (631) 730-1262 RESIDENGE F.FL. EL. 18.6 5Y5TEM TO OWT5. OUTLET PIPES MAINTENANCE GONERS TO �i20 -� cR11e �, " '� i KMIKIm I XMRFOAT WFIMTI I MAINTENANCE GONERS TO GRADE, PROVIDE 1 L FAX: (631) 730-5476 LOCKING MEGHANI5M i ry@ p nline.net BUILDING GLEAN OUT- CONNECTION GRADE, PROVIDE f�IPE INV CR1a E-MAIL: rosebe oto ' WEBSITE: GRADE EL. PIPE INV Cleanout Expandable plastic c°�° VJRRDff Tilt j vur P WYE- LOCKING MECHANISM 5EE DETAIL 15.0 CLEANOUT Exist. framed Pig pipe, " ;� , ,-,° -----1 r '"` i am I WWW.roseberyarchitect.com SANITARY G.O. GRADE EL. 18.0 RAD E SOrFace c°ve' A5TM 03034, CMV%I'.E. 120 ! u,a 0 O j GRADE EL. 11.1 II GRADE EL. _ SDR 35 VJMT SUNK MIT I TURIIE T°' 1 Project Name and Address GRADE EL. I1.45 E" U 18 M.H. (TYP) 24 M.H.MHTYP 18.o I Sewer stub outs For gI 1 INLET GOVER TO BE 12-24" future connection, , j OVERLOAD PROTECTION, ! HUGHES RESIDENCE 4" PVG PIPE ' MIH. TO place expandable 1 MAIN DISCONNECT AND OVERCURRENT PROTECTION 1 BUILDING OUTLET EL. LEACHING FIELD BELOW GRADE plastic plug. Existing 1 OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS I ADDITION&ALTERATION OUTLET 296 MIN. SLOPE EL 15.6 Varies service connection wc0 Til _ 1 AND MUST BE SIZED ACCORDING TO PUMP/MOTOR i SEE PLANS T - ---I r-- e j MANUFACTURING SPECIFICATIONS TO EXISTING RESIDENCE. New b" shall be made as EXiEANAL COMPONENTS(COMPRESSOR AND/OR PIMPS)PROVIDED BY OTHERS 1 EL. 16.0± PVG shown cala�i'aif'U 12° ! AND MUST BE U.L APPROVED THERMALLY PROTECTED PUMPS INLET IN EL, GRAWL 5PA6E 10' MIN. B ° 15,0 sewer Flexible transition O DT S�Nc MIT EL. IS.a m b"seed coupling BZ ! TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEC F. j EL. 14.6 " FROM © ® 'r""" bvlidin�5cwer pipe 1 (60 DECD G). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY, i 6 TRUNK MAIN FROM FROM Flo - "°"" ! CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND j 1025 STERLING RD. FRONT 5Y5TEM TO DISTRIBUITION V MIN. ro I/A O f". :�:;-- "•�::;<.. L11�� ' CUTCHOGUE NY 11935 CONNECTION "Y" PROVIDE PIPE REDUG/ON CHAMBER-5EE( TO GE55POOL PROP. 2 GE55POOL5 "" ' `'�'' Y ` 'u"k;�"''1=`''"'''°'` "'''±: moo,--fl Tom` i DASHED LiNES REPRESENT F[ELD VIKING i 1 ....::.... ....., ,. x FIELD WIRING SECTION oWT5 DETAIL L--- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -� TOWN OF SOUTHOLD COUPLING FROM 6 w 6 DIA. X V DEPTH pp CONNECTION TO 4" INLET b"pipe 3'-6•Min. Property cNtu�"11.rrc, w.Rmrr BASE EL. PROP, FUJI GEN-5 NOTE: PROVIDE 0- BELOW INLET bedding line s AGGORDING TO FUJI ENDGAP LEVELING CL PROVIDE 3' MIN. GOLLAR material s CONTROL PANEL P SCTM. NO. 1000-104-1-27 5Y5TEM REQUIREMENTS (-5.33 BELOW SYSTEM DEVIGE5 FOR Lil w OF 5AND 8 GRAVEL SECTION VIEW INLET) DISTRIBUTION ° -3 AROUND CE55FOOL WIRING DIAGRAM Project Sheet COMPACTED SAND 3" THICKNESS CHAMBER - 13):' Concretelid Gast Iron to ,a 2022-36 raised letters as MUST BE LEVEL I-.-qty"-. barrel manuFactured by MAX, TOLERANCE OF 4" IN ANY DIREGTION 8' DIA, Expandable brooks products,or ATTACH PANEL TO MCA WOOD PANEL Date S P 1 plcis tic opproved equal ATTACHED TO MCA 4" X 4"POSTS--,,,_ _ POST DEPTH 36" MIN. BELOW SURFACEJULY 2022 BO TOM OF POOL 12" I plug ig A POWER FROM PANEL AIR COMPRESSOR ENCLOSURE SANITARY DETAILS & PROFILE 1 t USE BREAKER Scale EL 7.0 1 3" Min. POWER LINE TO FLOAT A NOTED 3' MIN. TO 1t 5" MOR. AIR LINE TO I/A SYSTEM- NOT TO SGALE PROVIDE GOAR5E SAND GROUNDWATER AIR UNE FOR ALARM TREATMENT TANK S 0 GRAVEL COLLAR TO 5UITABLE EL 4.0 PVC sewer Gast Iron ring 15 A POWER FOR COMPRESSOR =:1% SOILS, A5 DIREGTED BY HEALTH 5EA50NAL GROUND WATER 15 pipe w/lifting USE BREAKER Drawing CON51 DERED AT ELEVATION 2.0 sockets DEPARTMENT IN5PEGTOR FROM USGS DATA. TYPICAL RESIDENTIAL CLEANOUTNil DETAIL SITE PLAN N.T.S. BLOWER AND PANEL DETAIL N.T.S. NEW YORK RESIDENTIAL CODE SHEET TABLE RR404.1.1(2) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 .2 (1 ) REINFORCED CONCRETE AND MA5ONRYa FOUNDATION WALL5 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS MINIMUM VERTICAL REINFORCEMENT SIZE AND 5PAGING b,c MIND DE51GN CRITERIA SEISMIC, 5UBJEGT TO DAMAGE FROM WINTER IGE BARRIER AIR MEAN LOAD-BEARING PRESSURE MAXIMUM FOR 8-INCH NOMINAL WALL THICKNESS D- DESIGN FLOOD GLASS OF MATERIAL GROUND WIND TOPO- 5PEGIAL FR05T LINE DESIGN UNDERLAYMENT FREEZING ANNUAL pounds per square foot) MAXIMUM UNBALANGED soil classes(d) WEATHERING TERMITE HAZ./ZONE p p gHALL SNOW SPEED GRAPHIC, WIND BORNE GAT• DEPTH TEMP. REG2UIRED INDEX TEMP Sand ravel and/or ravel (ON and GP) 3,000 EIOH BACKFILL LOAD (MPH) EFFECTS REGION DEBRIS y g g HEIGHT HEIGHTe ON, GP, SW GM, GC, SM, SM-5C, SG, MH, ML-GLS ZONE (feet) (feet) and SP soils and ML soils inorganic GL soils Sand, silty sand, clayey sand, silty gravel and Clayey gravel (gravel$ sand) (sand, sandy clay) (clays-loamy) 20 P5F < 140 MPH NO NO WITHIN I B SEVERE 36" MOD. TO II° F. YES NONE 452 N. SHORE 521° F (SW, 5P, SM, SC, GM and GG) 2,000 6 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. MI. OF HEAVY ZONE X 5aa S. SHORE 6 #4 at 48" o.c. #4 at 40" o.c. #5 at 48" o.c. WATER 510 EAST EN Glay, sandy clay, Silty clay, clayey silt, silt and sandy silt (GI, ML, MH and GH) I,SOOb 7 4 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. GENERAL NOTES DESIGN CRITERIA FOR MANUAL J 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. MINIMUM 5PEGIFIED 6 #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. THIS DRAWING, PREPARED FOR THE WINTER SUMMER ALTITUDE INDOOR DESIGN TEMP. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE -r #4 at 40" o.c, #5 at 40" o.c. #6 at 48" o.c. SPECIFIC PROJECT INDICATED, IS AN ELEVATION LATITUDE HEATING GOMPRE551VE STRENGTHo(f c) INSTRUMENT OF SERVICE, AND THE HEATING GOOLI NG CORRECTION FACTOR DE51GN TEMP. COOLING ,� „ TEMP. 8 5 #4 at 48 o.c. #4 at 48 o.c. #4 at 40 o.c. PROPERTY OF ROSEBERY ARCHITECTURAL 75° DRY BULB Weathering potential (o #4 of 48" o.c. #5 at 48" o.c. #5 at 40" o.c. STUDIO AND JOHN D. ROSEBERY SEE SITE PLAN 40° N 12.5° 84° CORRECTION I -70063° NET BULB DIFFERENG TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Severe #5 at 48 o.c. #6 at 48 o.c. #b at 40 o.c. ARCHITECT PLLC. 8 c #6 at 24" o c #6 at 40" o c. . . . . WIND VELOGITY WIND VELOCITY GOINGIDENT WINTER SUMMER #5 at 40" o. INFRINGEMENT OR ANY USE OF THIS COOLING TEMP. DIFFERENGE HEATING COOLING NET BULB DAILY RANGE HUMIDITY HUMIDITYBasement walls, foundations and other concrete not exposed to the weather 2,5006 Cl 5 #4 at 48„ o.c. #4 at 48„ o.c. #5 at 48„ o.c. PROJECT IS PROHIBITED. ANY ALTERATION, 57.50 6 #4 at 48" o.c. #5 at 45" o.c. #6 at 48" o.c. OR REPRODUCTION OF THIS DOCUMENT IS ° ° Basement slabs and interior slabs on grade, exGept garage floor slabs 2,5006 7 #5 at 48" o.c. #6 at 48" o.c. #6 at 32" o.c. ALSO PROHIBITED WITHOUT THE WRITTEN Q 15 MPH -1.5 MPH 11.5 RANGE M 50% 45-55% CONSENT OF THE ARCHITECT. Basement walls, foundation walls, exterior walls and other vertical a #5 at 40 o.c. #6 at 32 0.r-. #6 at 24 o.c. Cl #b at 40" o.c. #6 at 24" o.c. #6 at 16" o.c. REFERENCE STANDARDS: Concrete work exposed to the weather 3,000d For SI: I inch = 25.4 mm, STRUCTURAL LOADS TABLE 301.4 ALLOWABLE DESIGN DEFLECTION OF USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBERS (TABLE 301.0 WFGM 2018- WOOD FRAME CONSTRUCTION MANUAL FOR WOOD Porches, Carport slobs and Step p S exposed to the weather, I foot = 304.8 mm. CONSULTANTS: FIRST FLOOR 40 PSF 15 PSF FLOORS $ CEILINGS 1-1360FRAMINCC FOR SPECIALIZED WIND CONDITIONS/36o NEG 2017- NATIONAL ELECTRIC CODE and garage floor slabs 3,SOOd,e NOTE: IN CONDITIONS of ORGANIC MATERIALS, CLAYS AND LOAM5 WITHOUT A SEGOND FLOOR SLEEPING AREA) 30 PSF 10 PSF STRUCTURAL MEMBERS L/240 TEST BORING AS A PART OF THE CONSTRUCTION DOCUMENTS, THE GONTRAGTOR 15 TO STOP ATTIG5 W/ LIMITED STORAGE � GELINGS 20 PSF 10 PSF INTERIOR WALLS H/180 For 51: 1 pound per Square inch = 6.8c[5 kPa. WORK AND CONSULT ARCHITECT. IT 15 RECOMMENDED THAT A TEST BORING TO DETERMINE DEGK 40 PSF 10 PSF EXTERIOR WALLS H/240 FOR THE PURPOSES OF WIND DESIGN, THE WIND SOIL CAPACITY To BE COMPLETED AT THAT TIME. EXPOSURE IS GONSIDERED EXPOSURE: B STAIRS 40 PSF 10 PSF ALLOWABLE DE51GN DEFLECTIONTIONS or weathering a. At 28 days psi. EXTERIOR BALCONIES 60 PSF 15 PSF RAFTERS b. See Table RR301.2(I) for potential. a. Mortar shall be Type M or S and masonry shall be laid In running bond. HANDRAILS 200 PSF 10 PSF MEETS OR EXCEED THE REQUIREMENTS G. Gonbrete in these locations that may be subjec-t to freezing and thawing during 6onstruction b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area ROOF (GROUND SNOW LOAD AS 35 PSF 15 PSF OF TABLE 301.6 NYS RE5. CODE Shall be air-entrained concrete in accordance with Footnote d. of reinforcement per lineal foot of wall shall be permitted provided the spacing of the DETERMINED BY FIGURE 301.2 + reinforcement does not exceed 72 inches. CONSIDERED LIVE LOAD) d. Concrete shall be air entrained. Total air Content (percent by volume Of concrete) Shall not be less than 5 percent or more than -7 percent. c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil e. See 88402.2 for minimum cement content. side of the wall to the center of vertical reinforcement shall be at least 5 inches. d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table NAILING SCHEDULE FROM TABLE 602.3.(1)2020 INTERNATIONAL RESIDENTIAL CODE RR405.1 NY5 res. code. NUMBER AND TYPE OF 5PAGING NUMBER AND TYPE OF 5PAGING NUMBER AND TYPE OF 5PAGING ITEM DESCRIPTION OF BUILDING ELEMENTS ITEM DESCRIPTION OF BUILDING ELEMENTS ITEM DESGR'PTION OF BUILDING ELEMENTS e. Unbalanced backfill heiht is the difference In height of the exterior and Interior finish FASTENER a, b, c a LOCATION FASTENER a, b, c 4 LOGATION FASTENER a, b, G 4 LOCATION ground levels. Where an in�erior concrete slab Is provided, the unbalanced backfill height ROOF E5-&d box (21/2" x0.113");or shall be measured from the exterior finish ground level to the top of the interior concrete 4-8d box 2 1/2" x 0.131" ; To late to to late Iod box (31/2" x 0.135");or 12" o.c. face nail I" x b" subfloor or less to each 2-bd common (21/2" x 0.131");or Face nail Blocking between ceiling p p p p 23 slab. or _ " 12 3' 0.131 nalls Joist , joists or rafters to top plate or 3-Iod box (3")(2 3 3)' x 16d common (31/2" x0.162') 16" o.c. face nail 2 staples, I crown, 16 ga., 13/4 long , Top, nal � x " � 3-Iod box (3" x 0.128");or 0.131" nails ace nal on eachside o 3-I6d box (31/2" x0.135");or ROOFING NOTES. �,A 8-Ibd common (31/2" x0.162");or 24 2' subfloor to joist or girder - 1 „ � 4 h Y" ` 4-8d box (21/2" 0.113"); or Per joist toe 13 Double top plate splice , >< x „ (mnimuum 24 lap splice length 3 Ibd bojoint 2-16d x(31/2on (31/0130�bo2 ) Blind and face nail Asphalt strip shingles shall have a minimum of six fasteners per shingle In the 110-120 mph wind zones. q:'' 1 x , 12-Ibd box (31/2 0.135),or „ 2 Gelling01515 t0 t0 late x :� Hall 12-I0d box (3 0.128);or each side of end joint) 25 2" planks (plank 6 beam--floor 8 roof) 1 P P 3-Sd common (21/2 0.131 ), 12_3„ x0.131„ Hans 2-16d common (31/2" xO.162") At each bearing, face nail or 3-Iod box 3" x 0.128" o " i ` ( )� Ice rotection. In areas where the avera e dail tem temperature in Januar is 25 F (-4 G) or less or when or 3-3" x 0.131" Halls « 26 Band or, rim joist to joist 3-I6d common (31/2' xo.lb2") p 9 y p y .. ;t` 14 Bottom plate to joist,rim joist,band joist or I6d box (31/2 x0.135);or 12 o.c. face nail j 4-10 box (3" x0.128"),or End Hall Table RR301.2(I) criteria so designates, on Ice barrier that con5i5ts of a least two layers of blockin (not at braced wall panels) 3" x0.131" nails « « " 3 Ceiling joist not attached to parallel 4-I0d box (3 x 0.125"); or Face nail g p 4-3 x0.131 Halls;or underiayment cemented together or of a Self-adhering polymer modified bitumen sheet, shall be used in 4-3" x 14 ea. staples,7/16" crown lieu of normal underlayment and extend from the eave's edge to a point at least 24 Inches (610 mm) �� I6d common 31/2" x 0.162" 16" o.c. face nail rafter, laps over partitions see x " x " p p 3-Ibd common (31/2 20d common (4 0.192);or Nail each layer as follows: 32 Inside the exterior wall line, of the building. •�;.�• (`'.;� ;!'Y Section R802.5.2 and Table 8802.5.21 " " " „ " 27 Built-up girders and beams, 2-Inch lumber o.c. at top and bottom and 0.162 ); or 4-3 x 0.131 nails Bottom late to joist,rim 01st,band joist or 3-I6d box (31/2 x0.135),or 3 each I6 o.c. face Hall 15 p > > layers staggered. blocking (at braced wall panel) 2-I6d common (31/2" x0.162");or 2 each 16" o.c. face nail 4-3" xO.131" nails 4 each 16" oz. face nail Underiayment application. For roof slopes from two units vertical in 12 units horizontal q Ceiling joint attached to parallel rafter Table 8802.5.2 Face nail 4-bd box (21/2" x0.113";or rod box (3" x0.128");or 24 o.c. face Hari at top and (1-t-percent slope), u to four units vertical in 12 units horizontal (33-percent slope), underiayment shall be two layers applied in the following manner. Apply a 19-Inch (483 mm) (heel joint) [see Section 8802.5.2 and 3 x0.131 Halls bottom staggered on opposite p p p P p 3-Ibd box one" x " x0.10.135");or toe Hall sides strip of underia ment felt parallel with and starting at the eaves fastened sufficient) to hold Table 8802.5.2] IFj Top or bottom plate to stud 4-8d common (21/2" x0.131");or And: p y p g � y Collar tie to rafter, face nail or II/4" 20 4-I0d box (3" x 0.128"); or Face Wali 4-I0d box (3" x0.)28");or 2-20d common (4" x0.192");or f=ace nail at ends and at each in place. Starting at the eave, apply 36- inch-wide (614 mm) sheets of underiayment, 5 „ 4-3" x 0.131" nails 3-Iod box (3" x 0.128");or splice go. ridge strap to rafter 3-Iod common (3 x 0.14.5"); each rafter overlapping successive sheets IcI inches (483 mm), and fastened sufficiently to hold in place. 3" x 0.131" nails or 4-3" x 0.131" nails 3-I6d box (31/2" x0.135");or 3- For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater, 2-16d common (31/2" x0.162");or end nail 28 Ledger strip supporting joists or rafters 4-I6d box (31/2" xO.135");or At each joist or rafter, underiayment shall be one layer applied in the following manner. Underlayment shall be applied 6 Rafter or roof truss to late 3-I6d box nails (31/2" x 0.135") 2 toe nails on one 3-I0d box (3" x0.128");or 3-Ibd common (31/2" x0.162");or face nail shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 mm), fastened p 1-7 Top plates, laps at corners and intersections 3-3" xO.131" nails 4-Iod box (3" x0.128");or sufficient) to hold In lace. End lops shall be offset 6 feet (1828 mm). or 3-Iod common nails (3" x side and I toe Hall on y p p by 3-10d box (3" x 0.128");or 4-3" x 0.131" nails 0.145"); or 4-I0d box x opposite side 1)each 2-Ibd common (31/2" x0.162");or Face nail 2al Bridging or bloce king to joist 2-Iod (3" x0.128");or Each end, tonail 0.128"); or 4-3" x 0.1311"" „ i ( nails rafter or truss ( 3-3" x0.131" nails 2-d5 common (2/2" x0.131") nails RRol05.2.& Flashing. Flashing for asphalt shingles shall comply with this section. TOWN OF SOUTHOLD 4-I6d (31/2" x 0.135"); or Toe nail 3-8d box (21/2" x 0.1 13");or Face nail NUMBER AND TYPE OF SPACING OF FASTENERS 6 SUB. #1 1/24 Roof rafters to ridge, 18 I brace to each stud and plate 2-Sd common (21/2" x0.131");or ITEM DE5GRIPTION OF BUILDING ELEMENTS RRol05.2.&.I Base and ca flashing. Base and ca flashing shall be installed in accordance 7 g 3-10d common (31/2 x O.i48 ); 2-Iod box (3" x 0.12&");or FASTENER a, b, c EDGES INTERMEDIATE p g' p g REMOVE ADDITION, 11/23 valley or hip rafters or „ • with manufacturers installation instructions. Base flashing shall be of either corrosion-resistant 5 or 4-I0d box (3 x 0.12b"); or 2 staples 13/4 SUPPORTS g HEALTH DEPT REDESIGN roof rafter 4-3" xO.131" nails „ x _ metal of minimum nominal O.Olci-inch (0.483 mm) thickness or mineral surface roll roofing 3-bd box (21/2 0.113'),or Wood structural panels subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to g to minimum 2x ridge, beam " x " g g 2-bd common (21/2" x0.131');or weighing a minimum of 77 pounds per 100 square feet (3.76 k /m2). Ga flashing shall be HEALTH DEPT. g 1g I 6 sheathing to each bearing � Face Hall framing [see Table 8602.3(3) for wood structural panel exterior wall sheathing to wall framing] g g p p q, g p 9 4 5/23 3-I6d box 31/2" x0.135"); or End nail 2-I0d box (3" x0.128");or 30 316" -1/2" bd common (2" x0.113") nail (subfloor,wail)1 6« 12"f corrosion-resistant metal of minimum nominal O.Olci-inch (0.483 mm) thickness. REVISION bd common (21/2" x0.131") nail (roof);or 2-I6d common (31/2" x0.162"); 2 staples, I" crown, I6 a., Is/4" HEALTH DEPT. p g RRci05.2.8.2 Valleys. Valle linins shall be installed in accordance With manufacturer's 3 12/22 or 3-I0d box (3" x 0.128"); Or long RSRS-0I (23/8" x 0.133") Hall (roof)1 y y g REVISION installation instructions before applying shingles. Valley linings of the following types shall be 3-3" x 0.131" nails 3-0d box (21/2" x0.113");or 31 iq/3z" -I" bd common nail (21/2" x 0.131");or 6« 12"f permitted: 2 HEALTH DEPT. SUB. 20 Joist to sill,top plate or girder 3-5d common (21/2" x0.131");or l=ace nail R5R5-01 (2316" x 0.133") nail (roof), 10/22 CONDOC REVIEW 3-I0d box (3" x 0.128");or 32 II/6" -11/4" 10d common (3" x 0.148") nail;or « SPACING „ " 6 12 I. For open valley (valley lining exposed) lined with metal, the valley lining shall be at DESIGN NUMBER AND TYPE OF 3 staples, 1 crown, I6 a 8d (21/2 x0.131 ) deformed nail least 24 inches (610 mm) wide and of an of the corrosion-resistant metals in Table 1 8/22 ITEM DESCRIPTION OF BUILDING ELEMENTS FASTENER a, b, G � LOCATION long p g . 13/4 " " y SUBMISSION WALL other wall sheathing (g) RRciO5.2.8.2. Ibd common (51/2" x 0.162' Wider than I" x S" Face nail „ „ No. Revision/Issue Date Stud to stud (not at braced wall 24 o.c. face nail 33 1/2 structural cellulosic fiberboard II/2" galvanized roofing nail;7/16 3" 6" 2. For open valleys, valley lining of two Iles of mineral surface roll roofing, complying 4-bd box (21/2" x 0.113");or p y y g p g 8 sheathing head diameter, or 11/4" Ion Ib a. panels) Iod box (3" x 0.128");or ib" o.c. face nail 3-Sd common (21/2" x 0.I31");or g staple with 7/16" or I" crown g with ASTM D 248, shall be permitted. The bottom layer shall be 18 inches (457 mm) ROSEBERY 3" X0.151" nails 3-10d box (3" x 0.128");or and the top layer a minimum of 36 Inches (c[14 mm) wide. Ibd box 31 2 x 0.135 ;or " 4 staples, I" crown, I6 ga., 13/4" 34 25/32" structural cellulosic fiberboard 13/4" galvanized roofing nail;7/16" 311 6" Stud to stud and abutting studs at 12 o.c. face Hall Ion head diameter, or II/2" Ion I6 a. Cl Intersecting wall corners 3" xO.131" nails g sheathing g 9 3. For closed valleys (valley covered with shingles), valley lining of one ply of smooth ARCHITECTURAL Ibd common (31/2" x 0.162") 16" O.G. face nail staple with 7/16" or I" crown (at braced wall panels) FLOOR roll roofing complying with ASTM D 224. Type II or Type III and at least 36 Inches (ci14 STUDIO 4-8d box (21/2" x 0.113");or 35 1/2" sum sheathin d 11/2" galvanized roofing nail;staple " Built-up header (2" to 2" header 12 o.c. face nail 21 1 x 8" and wider sheathin to each bears ,� " �p g g g p �' � mm) wide or valley lining as described in Items I and 2 above shall be permitted. Ibd box 31 2" x 0.135';or " " g ng 3-Sd common (2/2 x 0.131);or Toe Har► galvanized, specialty underly ment complyingwith ASTMD Ic170 may be used in Ilou of the linin 10 3" x 0.131" nails II/2" Ion II/4" screws, Type W or 5 p y y y g 1029 SIPP AVENUE with �"spacer) 3-Iod box (3" x0.128")•or g' yp material. I6d common (31/2" xO.162") 16" o.c. face nail 3-3" x0.131" naffs MEDFORD N.Y 11763 36 5/6 gypsum sheathings 13/4" galvanized roofing nail;staple -i�� TABLE 88905.2.8.2 ' galvanized, 15/6" Ion 15/6" screws, ba box 21/2" xo.113" 4" Toe Hari g g- PHONE: (631) 730-1262 Continuous header to stud 5-5d box (21/2" x 0.113");or Rim joist,band joist or blocking to 5111 or top bd common (21/2" x 0.131");or 6 e" Tonail Type W or 5 VALLEY LINING MATERIAL 11 4-Sd common (21/2" x 0.131");or Toe nail 22 late (roof a lications also) „ FAX: (631) 730-5476 P t p Iod box (3 x0.128);or .pacing of fasteners on floor Sheathing panel edges applies to panel edges supported by framing members and required MINIMUM 4-lod box (3" x0.128") 3" x0.131" nails biocktng and at floor perimeters only. E-MAIL: rosebery@Optonline.net Naris are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing spacing of fasteners not Included in this table shall be based on Table 8602.3(2). THIGKNE55 WEIGHT WEBSITE: connections shall have minimum average bending yield 5trength5 as shown: 80 ksi for shank diameter of 0.192 inch (20d spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required MATERIAL (inches) GAGE ( ounds) blocking. Blockin of roof or floor sheathing e p For roof structural sheathing attached to able end roof framing and to Intermediates orfs within 48 Inches of roofg o th g pan I edges perpendicular to the framing members need not be provided except www.roseberyarchitect.com common Hall), q0 ksl for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksl for shank g 9 9 supports ry diameters of 0.142 inch or less. edges and ridges,nails shall be spaced at 6 Inches on center where the ultimate design wind speed is less than 130 mph p5 required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. copper -- -- I and shall be spaced 4 inches on center where the ultimate design winds or speed is 130 mph greater but less than 140 mph. pp Project Name and Address Staples are ib gage wire and have a minimum '7/16-Inch on diameter crown width. p g p p g p " Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one Aluminum 0.024 Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 4b inches or greater. side of the rafter and toe nails from the ceiling joist to to late Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically Gypsum sheathing shall conform to A5TM G 1396 and shall be Installed in accordance with GA 253. Fiberboard sheathing g j p p in accordance with this schedule. The toe nail on the HUGHES RESIDENCE-- shall conform to A5TM G 208. opposite side of the rafter shall not be required. 5tainiess steel 28 -- RSR5-01 is a Roof sheathing Ring Shank nail meeting the specifications to A5TM F166-i. ADDITION&ALTERATION OUTLINE SPECIFICATIONS FOR PROJECT Galvanized 26 (zinc TO EXISTING RESIDENCE. CARPENTRY: a. Drywall MECHANICAL - HEATING,VENTILATING d AIR CONDITIONING: steel 0.0171 coated GciO) -- BIDDING: I. As noted on plans with 3 coats of spackle. a. Contractor to provide, expansion of existing system or as required b owner Zinc alloy 0.027 a. Rough Framing - as per plans, notify architect of any Moisture resistant board @ in bathrooms 4 kitchen as shown on tans. p p g y q. y y -- 1025 STERLING RD. a. The drawings and specifications represent the scope of deviations prior to roceedin p p proceeding. b. Contractor provide new zone as required by construction. -- -- the project. The drawings include all drawings and site plan b. Finish Carpeting, Trim and Door, Stairs and Handrails, b. Ceramic Tile G. The contractor to guarantee all systems p for a eriod of one yLead 2-I/2 CUTCHOGUEear. ' NY 11935 as Indicated on cover page. to be stain grade, colonial type. Contractor to give sample I. Contractor to submit sample for owners approval. Painted terne -- -- 20 b. Provided allowance for an items that are not called out to owner prior to install ELEGTRIGAL: TOWN OF SOUTHOLD y p b. Pointing: (Benjamin Moore ore equal) For 51: 1 Inch = 25.4 mm, g` j q. a. New 200 am service is to be installed replacing existing system, if required. for in the drawings and eciffcatfon5 that a ear to be p p g g y q g p i'1' THERMAL � MOISTURE PROTECTION I. Exterior - as required SCTM. NO. 1000-104-1-27 necessar to the intended scope of this project. Specify b. All electricals stems in accordance with NEG and the locations the I pound = 0.454 kg. y p p j p y a. Insulation and roofing as noted on inns. Z. Interior - Walls - one coat primer � two finish coats y Project items separately In proposal. g p Gelling - two coats ceiling paint drawings. i Sheet 51TE WORK: b. Flashing as required to be aluminum, provide alternate Trim t Doors - prime/2 coats paint or stain as directed. c. Exterior lighting is not to exceed 100 watts. RRc105.2.&.5 Crickets and saddles. A cricket or saddle shall be installed on the ridge side of 2022-36 price for copper. any chimney greater than 30 inches (762 mm) wide. Gricket or saddle coverings shall be a. As per site plan (after rough grading, final grade with SPECIALTY ITEMS: ALLOWANCES: (As required by the scope of work) sheet metal or of the some material as the roof covering. Date clean top soil to a minimum 6" depth). c. Gutters and leader to be white aluminum with ogee profile a. Gabinetr and Gounterto s ($250 per linear ft} a. Provide mirrors medicine cabinets In bathrooms. Closets are to y P p JULY 2022 and leaf guard gutter systems and 6 leaders tied into storm 88905.2.8.4 5ldewall flashin Flashing against a vertical sidewall shall be b the Step-flashing flashin A-0 . 1 b. Landscaping (allowance or by owner). 0015. have installed one shelf with accompanying rod. Selected linen b. Flooring and Carpet ($30 per square yard) g g g y p- g P0015. closets are to have a minimum of 4 shelves. method. scale G. Laminate flooring ($8 per square ft.) c. Drainage, Sanitary systems and paving in accordance with d. Caulking: EQUIPMENT: G. Ceramic Tile ($6p er square ft) RRc105.2.5.5 Other flashin Flashing a ainst a vertical front wall, as well as 5oll stack, vent AS NOTED p specifications indicated on the site plan on sheet A-O I. Thiokol or approved equal on wood and between glass a. Contractor shall provide, all labor and material to install g g g and wood. pipe and chimney flashing, shall be applied according to asphalt shingle manufacturer's printed CONCRETE: items shown, noted or specified on the drawings. COLORS: instructions. Drawing2. Butyl rubber between wood and masonry. MECHANICAL - PLUMBING: a. Roofing Material Gertainteed or equal/submit sample to owner b. No concrete to be poured in freezing conditions or on 3. Interior - white latex, mildew 4 mold resistant in tub 4 tile caulk. a. Provide all rough and finish plumbing as required for a b. Siding Material match exist. or submit sample to owner CODE INFO. frozen ground. c. Trim Material submit Sam le to owner EXTERIOR DOORS AND WINDOWS: complete job as indicated on the drawings. p MASONRY: b. Provide new exterior waterspigots with frost revention valve G. Main Entry Door Style In accordance with style on elevations NAILING S C H E D. a. As per plans. a. Doors raised panel colonial type on interior and as indicated on plans. devices, as required for work. Sfoundation plan for locotlons. b. Windows In accordance with window schedule TYP. WALL FRAME-REFER CONTINUOUS RIDGE VENT- LOW TO 5EGTION/DETAIL5 PROFILE INSTALL AS PER MANUF. 5PEGIFIGATION5 NEW WINDOW � — REFER TO PLANSANS R FO RAFTER 5TRAP5- 51MP50N G5-20. 11/4" 1 11411 TYPE AND SIZE STRAP EVERY RAFTER- NAILED WITH IOD BOX NAILS EACH 51DE P. (TRIM AROUND EXTERIOR 11411 FILTER OF WINDOW TYP. \ Typ. RIDGE/ STRUCTURAL RIDGE (REFER TO PLAN5) 2 1/2" NO. b WD 5GREW5 2X4 FASTENED TO OUTSIDE k.1 ROOF RAFTERS OR TRUSSES (REFER TYP. AT Ib" O.G. MAX. 3" OF SHUTTER AT MID SPAN TO PLANS) 1 FROM END TYP. $ FASTENED TO SHUTTER WITH � ROOF SHINGLES A5 PER OWNERS 3"#8 SCREWS TOP d BOTTOM GENERAL NOTES SPECIFICATIONS OVER 15 # FELT 1 t a, i 12d NAILS ® 6" O.G. THROUGHOUT PAPER OVER 1/2" COX PLYWOOD i i l THIS DRAWING, PREPARED FOR THE SHEATHING NAILED IN ACCORDANCE i SPECIFIC PROJECT INDICATED, IS AN 0� /21J �_1/2" WITH SPECIFICATIONS ON SHEET A-0.I 1/2" PRECUT STRUCTURAL i INSTRUMENT OF SERVICE, AND THE PLYWOOD WINDOW PANEL i PROPERTY OF ROSEBERY ARCHITECTURAL �\¢ ATTIC SPACE F<�W i WITH AN APA SPAN RATING i STUDIO AND JOHN D. ROSEBERY OF 40/20 TYP. FOR ALL f ARCHITECT PLLC. CUT BACK PLYWOOD SHEATHING i WINDOW5 WITH A MAX 1/2" MIN. TO ALLOW FOR AIR FLOW \ i WIDTH OF 3'-0" i INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION, i OR REPRODUCTION OF THIS DOCUMENT IS LL j T NOTE: ROOF VENT 5HABE "RIDGE FILTER SHINGLE VENT" AS \ i ALSO PROHIBITED WITHOUT THE WRITTEN ' MANUFACTURED BY AIR VENT INC. (A GERTAINTEED GO) - OR CONSENT OF THE ARCHITECT. APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURES GLAZING PROTECTION DETAIL SHUTTER SPANS GREATER 5PEGIFIGATION5. COLOR TO MATCH NEW ROOF SHINGLES. THAN 3'-O" A5 PER SECTION 8301.2.1.2 OF THE PET NY5 RESIDENTIAL CODE � 2 RIDGE VENT DETAIL CONSULTANTS: NAILING 2"X6" HANGER LU26 HEADER JOIST 2"X6" HANGER LU26 6 IOd 4 IOd- 1 1/2" (2)2"Xb"HANGER LU526-2 4 16 d 4 10d - 1 1/2" E XMInImum of ROOF SHINGLES AS PER OWNERS " seven bolt 21-011 EXTERIOR • 2 XS HAN6ER LU28 b 10 d 4 IOd- 1 I/2 diameters to UNDERLAYMENT SPECIFICATIONS OVER 15 # FELT PAPER (2)2'X8"HANGER LU525-2 4 Ib d 4 IOd - 1 1/2" — �- achieve table OVER 1/2" GPX PLYWOOD SHEATHING 511DINO A5 PER OWNER 2"X10" HANGER LU210 8 10 d 6 10 d - 1 1/2" Threaded Studs loads. This I RIGID INSULATION BOARD W/ " Rod distance Is NAILED 1N ACCORDANCE WITH A (2)2"XIO" HANGER LU5210-2 8-16 d 6 10 d - I I/2" SPECIFICATIONS ON SHEET A-O.I SEAL TAPE AT ALL SEAMS(R--b) ;;' designed Into "TYVEK" HOUSE WRAP OR EQUAL � 2"42" HANGER HUS210 10- 10 d 6 10 d - 1 I/2 hold down. (2)2 XI2 HANGER H J5210-2 10-Ib d 6 10 d - 1 1/211 I Floor Jols Distance may be PROVIDE ICE SHIELD TO 24" INSIDE FIRST 1/2" EXT. GRADE PLYWOOD Increased without 3/4" T86 PLYWOOD 5UBFLOOR J015T HANGER affecting EXTERIOR IN ACCORDANCE WITH FLOOR load capacity, DET SECTION 805.2.7.1 (NY5 GODS) GLUE $ SEAL A5 REQUIRED J0I5T OR NOTE: FOR ALL OTHER J015T Install provided the 4 2"XY F.J. 0 16" O.G. REFER TO RAFTER HANGERS REFER TO THE Washers anchor nut Is Irl2"X� R.R. ® I6" O.G. 51MP50N GATAL06 DIRECTLY. not over-torqued, - FLOOR PLANS FOR SIZE \ REFER TO FLOOR PLANS FOR 517E CONTINUOUS CAULK APPROVED EQ. MAY BE 5UB5TITUTED -� P l OR SPRAY FOAM PROVIDE 2" RIGID INSULATION AS the stud,id split VENTILATION BAFFLES AS REQUIRED SEALANT RIGID BREAK TO THE INTERIOR OF FACE MOUNT JOIST HANGER ==r / RIM JOISTS rJ ALL J015T OR RAFTERS INTERSECTING HD5on Strong-Tie A I/2�� EXT. GRADE PLYWOOD BATT INSULATION BETWEEN JOISTS W/A BEAM OR GIRDER SHALL USE AN WITH I5# FELT PAPER (TYP) APPROVED SIMP50N JOIST HANGER TYP. CORNER HOLD DOWN ATTIC SPACE -SEE 5EGr1oN5 --�- BATT INSULATION IN BETWEEN G.J. FOR WN PROVIDE SOLID BLOCKING -SEE SECTIONS WALL STRAPS- G5-20, 11/4" STRAP 51MP50N STHDI4RJ FLOOR-TO-GEILING TIE DOti.�!�" BETWEEN RAFTERS IN AREAS GONT. ALUM. GUTTERS W/ 1/8" PITCH AS REQUIRED BETHEEN 51H PLATE METAL HOLD- CONTINUOUS LOAD PATH , tEL /� , DET OF BRACED WALL PANELS PER FOOT (MIN) PITCH TO DOWN SPOUTS NOTE: FOAM AND TOP OF FOUNDATION WALL DOWN STRAP 4 CONTRACTOR TO LOCATE SEAL MAY AL50 (REFER TO DETAIL THI5 SHEET) r Q 38-I6d SINKER Q NAIL5 AS PER r. d / 51MP50N HURRICANE/5EI5MIG STRAPS BE PROVIDED 2"Xb" AGO 51H PLATES ON TERMITE 51MP50N (3)2"M" WD STUD 1 AT CORNERS SEE STRAP SCHEDULE LOWER SHIELD OVER SILL 5EAL-5EE 5EGTION5 ® CORNER ' �_ NOTCHED ROOF TRUSSES (2) 2 X TOP PLATE IX - P8E-PRIMED FASCIA 51MP50N 55TB ANCHOR BOLT 5l8" DIAMETER / SEE PLANS PROVIDE FOAM SEAL LEVEL " ;. NAILED 2"x4" SILL _ (REFER TO PLANS) AS PER BOARD-WRAP W/ ALUM. 7 MIN EMBEDMENT ,SEE FOUNDATION PLAN PORTION ,;_ 4 CAULK AT CONNECTIONS USE 3"X3" WASHERS MIN. PLATE (2) 2x4 TOP - PLANS TYP. THROUGHOUT 2uX411 USE 'F' CHANNEL ® WALLDONT. VINYL SOFFIT #5 VERTIGAL REBAR ® 48" O.G. PLATES FOR SOFFIT VENT (TYP) VENT TYP.-WRAP ALUM. 2" PERIMETER RIGID INSULATION RIM JOIST TYP. -ICE BARRIERS. IN AREA-5 WHERE THERE HAS BEEN A HISTORY R-15 MIN. BATT OVER VINYL SOFFIT TYP. 4" REINF. GONG. SLAB a OF ICE FORMING ALONG THE EAVE5 GAU51N6 A BACKUP OF INSULATION -5EE -SEE FOUNDATION asP DBL.PLATE AS ' WATER AS DE516NATED IN TABLE R301.2(U,AN ICE BARMRIER SECTIONS EXTERIOR PLAN NEOPRENE EXPANSION JOINT(TYPICAL) E"Ri PER FDN. DETAIL SHALL BE INSTALLED FOR ASPHALT SHIN6LE5,METAL ROOF #5 VERTICAL REBAR @ 48" O.G. SHINGLES,MINERAL- SURFACED ROLL ROOFING,SLATE AND 51DINO AS PER OWNERIN SLATE-TYPE 5HIN6LE5,WOOD 5HIN6LE5 AND WOOD SHAKES. 2"X -" WOOD STUDS I" RIGID INSULATION BOARD W/ ��(U #4 REBAR M THE ICE BARRIER SHALL CON515T OF NOT FEWER THAN TWO ® 16" O.G. a 2"X4" CONTINUOUS KEY FII ,, SHEAR GONE-MIN. ; SEAL TAPE AT ALL 5EAM5 (R-6) I2 LENGTH 2X SOLID BLOCKING BETWEEN LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A 1/2" GYPSUM WALLBOARD a a • • RAFTERS IN AREAS OF BRAGED TYVEK HOUSE WRAP OR EQUAL 8 X I6 POURED CONCRETE FOOTING SELF-ADHI=RING POLYMER-MODIFIED BITUMEN SHEET SHALL BE I a d a " 30" MIN. „` FOUNDATION ''�� WALL FRAMES,5EE PLANS USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM INTERIOR 1/2" EXT. GRADE PLYWOOD — — — REINF. W/ 2#5 REBAR �?>� � ` WALL TYP. � THE LOI^IE5T EDGES OF ALL ROOF SURFACES TO A POINT s NOT LE-55 THAN 24 INCHES(610 MM) INSIDE THE EXTERIOR NOTE: SEE HOLD DOWN SCHEDULE FOR 51MP50N H7 SEISMIC WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO REQUIREMENTS FOR ANCHOR AT 1/2"MIN. AND HURRICANE L STRAP. OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL, TRAP. FOUNDATION STRAP INDICATED MAY FROMR EQ 520GOI THE ICE BARRIER SHALL AL50 BE APPLIED NOT LESS THAN 36 SOFFIT DETAIL 6 TOWN OF SOUTHOLD 1/24 INCHES(q14 MM)MEASURED ALONG THE ROOF SLOPE FROM 2 NOT BE REQUIRED SUB. #1 THE EAVE EDGE OF THE BUILDING. SCALE 3/4" = 1'-0" FLOOR TO FOUNDATION DETAIL 5 REMOVE ADDITION, 11/23 4METAL HOLD-DOWN/UPLIFT ANCHOR WALL-ROOF HOLD DOWN DETAIL HEALTH DEPT REDESIGN SCALE 3/4" = V-0" 6 ANGHOR5 SILL PLATE AND STUD 9 FOR ROOF RAFTER TIE DOWN TO ANCHOR 4 HEALTH DEPT. 5/23 TO CONCRETE SLAB ROOF RAFTER To WALL 5TUD REVISION 3 HEALTH DEPT. 12122 REVISION TYPICAL WA L_L FRAMING DETAILS " " " USE EVERY OTHER NAIL HOLE 2 X4 WOOD 5TUD5® I6 2 HEALTH DEPT. SUB. 10/22 SCALE: AS NOTED O.G. IN A ROW TO PROVIDE THE CONDOC REVIEW CODE-REQUIRED MINIMUM 2"X4" SILL 12 BSD GENTER-TO-CENTER 5PAGIN6 1 DESIGN 8/22 PLATE TH FOR NAIL5. SUBMISSION L MAX. D FROM 3/4" TI6 PLYWOOD No. Revision/Issue Date L/3 L/3 SUPPORT SUBFLOOR RIM ,N ROSEBERY JOIST 520 COILED STRAPS ARCHITECTURAL I i I WALL 5TRAP5-51MP50N OR LSTA30 BY SIMPSON G520 COIL STRAP T� STUDIO EVERY OTHER5TUP D/6 MAX. D/3 MAX. / i NAILED W/ OV BOX NAILS IN ACCORDANGE 1029 SIPP AVENUE NOTCHES NOT D/b MAX W/STRAP 50HEDULE 12 8 H MEDFORD, N.Y 11763 EDGE NAILING OF PERMITTED -V PROVIDE MINIMUM PHONE: 631 730-1262 SHEATHING AT GABLE END 8 END DISTANCE. ( ) PRE-ASSEMBLED 2X4 TO BE 3" O.G. FIELD FLOOR JOIST-CENTER CUTS RAFTER/CEILING JOIST •, FAX: (631) 730-5476 FLYING GABLE TYP. NAILING AT b" O.G. MIN. (2) 2"X6"AGQ BASE EQUAL NUMBER OF E-MAIL: rosebery@optonline.net • . PLATES SPECIFIED NAILS IN EACH END. WEBSITE: 1X6 PRE-PRIMED FASCIA I/2" EXT. GRADE. PLYWOOD D/4 MAX. FOUNDATO TIoN WALL OR G"u www.roseberyarchitect.com (FYP) D/3 MAX. DA BOARD-WRAP W/ ALUM. WITH I5# FELT PAPER D(ACTUAL DEPTH) FLOOR TIE ANCHOR TYP. THROUGHOUTSOLID BLOCKING AT END 10 PROVIDES FLOOR-TO-FLOOR TENSION Project Name and Address RAFTERS FOR 2 RAFTER i Ca SILL PLATE ANCHORS CONNECTION: REFER TO SIMPSON HUGHES RESIDENCE 7 BAYS ANGHOR5 SILL PLATE AND STUD FOR NAILING REQUIREMENTS GOVT. VENTED SOFFIT 2"X_ R.R. ® I6" O.G. TO CONCRETE OR GMU FOUNDATION VARIES DUE TO ASPECT ADDITION&ALTERATION REFER TO FLOOR PLANS FOR Sl 2 MIN.FROM TOP PIPE 0R GONDU1r5/bw ANCHOR WALL RATIO OF PLAN (L" TO EXISTING RESIDENCE. 0/4 MAX. AND BOTTOM OF J015T BOLT WIX3" X SEE FOUNDATION PLAN FOR SPACING USE 'J' CHANNEL 0 WALL COLLAR TIES ® 1611 O.G. CUTTING NOTCHING AND WASHHER f UPLIFT1025 STERLING RD. FOR SOFFIT VENT (TYP) FLOOR JOIST-END CUTS DRILLING DETAILS ZP��51H �-�`� SHEAR CUTCHOGUE, NY 11935 EP D = DTH OF J015T OR RAFTER L = LENGTH OF JOIST OR RAFTER TOWN OF SOUTHOLD 2X4 WD STUDS 0 16" BORED �� MAX. 40% OF STUD ° • .d DEPTH -I I/4" INA fl 4 SCTM. N0. 1000-104-1-27 SIDING AS PER OWNER 2X4 STUD (5/8" MIN. • ° POURED CONCRETE Project Sheet IF BORED HOLE 15 TO EDGE) ANCHOR BOLT a ..'A'.4. FOUNDATION WALL SEE BETWEEN 40 $ 60% TO BE 6"-120 ,• 5EGTION,PLAN 2022-36 OF STUD DEPTH NOTCH MU5T NOT FROM END OF THEN STUD 15 EXCEED 255 OF PLATES .,e DOUBLED MORE THAN 2 2X4D5TUD DEPTH --115" IN ° . Date A-0 . 2 STUDS AND 50 CONCRETE BASEMENT OR JULY 2022 NOTE: BORED HOLE CANNOT HOLD DOWN To BE STEM WALL FOUNDATION BORED BE THE SAME GRO55 5EGTION CORPRONERS SEE IDED AT ALL 1 1 5EE FOUNDATION PLAN FOR Scale OF GUT OR NOTGH IN STUD. DETAILS, 5PAGIN6 OF ANCHOR BOLTS AS NOTED F RAM E WALL FOUNDATION PLAN Drawing CONNECTION FLYING GABLE DETAIL SCALE: 3/4" = 1'-0" CUTTING, NOTCHING, DRILLING DETAILS N.T.S. TYPICAL STRAPPING AND HANGER DETAILS N.T.S. DETAILS NOTE:PROVIDE 51435ON 5TA66ER 1/2'MIN,LAs L5G A01I5TABLE 5TRIN6ER BOLTS IN 2 ROWS A5 2-2X8 MIN DECK CONNECTOR FROM STAIR ui iv STRINGER TO POST 5HON N(18'OCG) NOTE:55'MIN.FOR 61FWM WITH I'6ALV. 2X8 J015TS BOLTED CONNECTION PRIDE METAL EXTERIOR 51DIN6 C15 MIN FOR 2X10 THROUGH P05T OR DECORATIVE 2X3 TOP RAIL 34"MIN SECTIONS 2• ° 2X8 MIN.AWz 95 MIN FOR 2X12 P05T GAP AT ALL NEI6HT ABOVE NOSING L 5E P05T5 CIX2 MAXJ 3X3 P05T W GAP 5EE PLAN ALTERNATE MMAAX 3" LEDGER BOLT DETAIL PROVI ANCHORAGE FOUR v> TAILS NOTE:LEDGER BOARD CAN BE GIRDER 51MP50H TA BErr�t P05T AT J-GHAMIEL DRIP EV6E AT 24'O.G.ON SMALL PLATFORMS ADJUSTABLE AN6LE504 MIN AGQ P05T TO GONG, EXTERIOR WALLSIDING BA5E DETAI L AT STRINGER FOOTTNe CONNECTION TO STAIR PROVDE METAL FLA5HIN6 2X3 TOP RAIL 36'MIN TREAD AATTSTAIR RISER,6AP CANNOT 13EHIND J-GHANIa t AT HEI6� EXCEED 3' GENERAL NOTES TOP OF LE06I R BOARD 5/4'X 6 DEGKI46(OWNER TO , , 3X3 MIN CEDAR 5TRN6L12 TREATED STAIR (:N. THIS DRAWING, PREPARED FOR THE JOISTSSELECT)ON AGQ DECK SEE POST d RAIL CONNECTION DECK POST r A-3 SPECIFIC PROJECT INDICATED, IS AN 5ELEC O PLANS FOR SEAN 12•POURED CONCRETE HAUNCH INSTRUMENT OF SERVICE,AND THE 1X2 AT BASE OF STAIR 14'-0" PROPERTY OF ROSEBERY ARCHITECTURAL SIZE)PROVIDE I/2'SPACING 2X RIM BALUSTRADE,3' 2X0 MIN.AGO LEANER AT LEDGER BOARD, A JOISTP_LAES MAX SPACING STUDIO AND JOHN D. ROSEBERY BOLD TT PLANS a .a:' SPACING BETWEEN PLANKS PLANS BETy�N 2X RIM JOISTS SEE PLANS DECK STAIRS DETAIU ATTACHED TO 5IW50N DTT2Z HOLD DOWN TO FLUSH DECK GIRDER(SEE u i a FOUNDATION RIM JOIST W/ �� 2X3 RAIL 3' LLLL 6�{ 6141 ARCHITECT PLLC. LES THRU-BOLTED TO RIM 1/4 LA6 �' SIMPSON H2A PLANS ON POST TOP I/2"LAO BOLTS O IB"O.G. � ABOVE 5TA66ERED-5EE DETAIL ° THROl1GF1 J015T DECK MAX CONNECTION WITH 3-0 JOISTS, MUST BE PROVIDED AT HURRIGANE TIE CORNERS AND A MAXIMUM il a GONNEGTION 4X4 MIN AGO P05T TO GONG. 4X4 MIN AGQ POST TD GONG. 4°X4" P.T P05T ON 15" COR O.G.AN DECK,WITH A MIN TSIMP50N DTT2Z PROVIDE SOLID BLOCKING FOOTING(�PLANS) FOOTTN6(�PLANS) DIA. X 36" DEPTH POURED INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED. ANY ALTERATION, Of 4 HOLDDON6 POST GORIEGTOR IN FIRST TWO BAYS OF 51MP50N PB-44 POST BASE 5IMP50N PB 44 POST BASE OR REPRODUCTION OF THIS DOCUMENT IS '1 FOOTING WITH A MIN 6'EMBF17h1ENT INTO OPE FOOTING WITH A MIN.6"EMBED ENT INTO GONG. FOOTING. IUP.® b PROVIDE 51MP50N HU JOISTS TOP MIN 2' FNDA1ION T01'MIN.2' FOUNDATION 2-2x10 P. 2-2ul+b P.T. LOG ALSO PROHIBITED WITHOUT THE WRITTEN 6ALVAN1zED JOIST ABovE GRADE - ABOVE 6RADE _ I(FLUSH) I I ) CONSENT OF THE ARCHITECT. HANE�ATLED6ER POST CONNECTION POST CONNECTION POURED CONCRETE BOARD 14'MIN DIA.X 36'MIN.D13'iFl 14'DIA X 36'MIN.DEPTH FOOTING PARALLEL TO JOISTS PERPINDICULAR TO POLRED CONG.FOOTING SEE POURED GONG.FOOTING SEE DETAIL COMPLIES WITH FIGURE $ e FOUNPLAN FOR DATION SQUARE FOOTING FOUNDATIONILS 12'A2'SQUA FOOTIN6 R501.9.13 NY5 RES.GORE JOISTS NOTE 2X a` •a ' CAN BE USED AS ALTERNATE CAN BE 05ED AS ALTERNATE POURED cowl.FOOTIN5- 0. ~ �j ° CONSULTANTS: SEE FOUNDATION PLAN DECK FRAMING ° 7 p DECK POST FRONT DECK CONNECTION DECK FRAMING DETAILS DETAIL AT END VIEW :o TO RESIDENCE 5GALE 3/8" = I'-0" CONNECTION NOTE:LEDGER BOARD CAN BE I I I 24"OL.ON SMALL PLA-rr"..5 No 2�2xIH0)P.T` I � .T. PRESET AIR VENT BUILDING WALL GLEANOUT TO BE PROVIDED AT FACE PROVIDE FLOOR OF BUILDING LOCKABLE N- CLEANOUT AT PROVIDE#5 DOWEL AT POINTS n- I I v I cr EXIST.CRAWL = SPACE ACCESS 6RADE OF CONNECTION INTO EXISTING N ( I I Q FOUNDATION PROVIDE ANGHOR 13OLT5 i 35'-10" HOLD DOWN5 AT N o FOUNDATION CORNERS 14'-2N IIT-8' 4'-0' 4'-5" a LIGHT WEIGHT W °° ° ° °° ° °°° GEMENT FILL SANITARY UJ ° ° ° CLEANOUT °o° °°° ° j. - - - 13,x, - - - <r 16'-3° °° °° ° 5ANITARY = PROPOSED L_ `y 2X8 P.T. LEDGER PLUMBING TRAP IN jh a r T BOLTED TO FAN. W/ LAG BOLTS ACCORDANCE WITH SLAB ON GRADE = ®24" O.G. 8" MIN SECTION CO LUMBINE NEW 12 POURED 4" GONG. 5LAB REINF. W/ I 4'-0" FOUNDATION STEM WALL 6X6-2.13 W.W.M.ON 12 MIL - BOILER WITH 12' MIN. BEARIN6 _ VAPOR BARRIER ON c� I 13-13 Q ty Q COMPACTED FILL LEVEL LL BUILDING CLEANOUT & FIRST FLOOR m WITH E>f4�C�FLOOR REMOVE RIM Jo15T FRESH AIR INLET DETAIL J I - - - AND REPLACE WITH = NOT TO 5GALE 1"6A5 PIPE PRESSURE TREATED = I '-4" 1= -1 NOTE: BUILDING CONNECTION TO HAVE A MINIMUM OF - - RIM J015T. 2'-0" OF CAST IRON SEWER LINE EXTENDING THROUGH REMOVE RIM .101ST THE FOUNDATION. AND REPLACE WITH NOTE: STEEL AND WROUGHT-IRON PIPE SHALL PRE55URE TREATED cm _ GAS METER BE AT LEAST OF STANDARD WEfOHT RIM JOIST. r CRAWL 5PAG GOORD IN UTILITY GOO (SCHEDULE 40) AND SHALL COMPLY WITH ONE I Il'-4" II'-3" VENT OF THE: FOLLOWING STANDARDS: EXIST F-I PROP. 3' DIA. `r I"6A5 PIPE I. ASME B36.10, IOM STEEL P05T 2. ASTM A53; OR A-3 -� ON T z GRADE 3. ASTM AIOb. is 24"X24"XI2"PG FT�L ' 6 TOWN OF SOUTHOLD 1/24 INCOMING 6A5 SERVICE - -cXIST F,I-�` (6A5 FROM UTILITY OR PRO PA TAN a t..1 ( N SUB. #1 cp v I 5 REMOVE ADDITION, 11/23 HEALTH DEPT REDESIGN OAS CAPACITY IS GON51PERED 60I6-3 Q-T I 4 HEALTH DEPT. 5/23 NOTE: ATTACHMENT TO WALL SHALL BE GFH FOR THE UNIT. I" SCHEDULE 40 �:'' `T 6'-T" 6'-7" _� EXISTING I REVISION IN AGGORDANGE WITH P5E6 GUIDELINES PIPE IS REQUIRED IN N - HEALTH DEPT. AND SECT. 305 OF NY5 FUEL 6A5 CODE. ACCORDANCE VJ/ TABLE FO 402.3 _ �2- I�xT " MICRO bM CRAWL SPACE I 0 3 REVISION 12/22 ::. I UNDER BEARING L� cx I - I ry ABOVEJ NOTE: CRAWL 5PAGE 15 ONLY 2 HEALTH DEPT. SUB. 10/22 ,;.> _ PARTIALLY AGOE551BLE AT THIS CONDOC REVIEW �D TIME - CONTRACTOR TO LOAD TO EXIST F-I EX15T. GONG.BLOCK NOTE: 6 S PIPING SHALL NOT BE USED �- I FOUNDATION WALL ff 1 8/22 ASA 6RDUNDING ELECTRODE, SEE IU EXI5TING BEARING WALLS SUBMISSION SECTION 3013 NY5 FUEL 6AS GODS. 2-3 DIA.STEEL z P05T ON t= WHEREVER POSSIBLE AND REVIEW I I FOOTING `nOTHER CONNECTIONS WITH PROVIDE CONNECTION INTO EX15TINO GAS RISER DIAGRAM 24°X24"XI2P� ARCHITECT IN FIELD _ I FOUNDATION W/#5 REBAR® 12" O.G. No. Revision/Issue Date `T 6" MIN EMBEDMENT PROVIDE kn zl NOT TO SCALE = NEW FOUN ATION I UNDERPINNING AND 5TEP FOOTIN6 AT ROSEBERY N Ib"XB"VENT WALL SEE ETAILS CONNECTION POINT AS REQUIRED � ARCHITECTURAL 4 ALUMINUM WELL v to NEW Ib"XB" I IN5TALL 16"XS" NT I `� L 1.' W/20" DIA. W/20" DIA. STUDIO TAME P32OI"1 ALUMINUM HEL L ALUMINUM WE 4'ROOF VENT L 4"ROOF VENTI I L 23 SIZE OF TRAP''FOR PLUMBMB FIXTURIS - ROOF JJJ FOR 51: 1 INCH-23.4M 1029 SI PP AVENUE PLUMBIN5FIXTIIRE TRAP SIZE HNOWINGFES) MEDFORD, N.Y 11763 BATHTUB(WITH OR WITHOUT SHOWER HEAD AWDIOR I in PROVIDE 2"CL05ED CELL - - - - wMIRLP001_ATTAGFIMt375) IN50LATION ON INTERIOR OF PHONE: (631) 730-1262 CEILING rn�SMwASF�(ON SEPARATE=TRAP) i�• FOUNDATION WALLS. rPROVIOE#5 Q � � Q I I FAX: (631) 730-5476 KITCHENSMCFLOOR N(ONE OR TWO TRAPS WITH OR 2' DOWEL ~ E-MAIL: rosebery@optonline.net WITHOUT DI5HKA5IER AND FOOD WASTE D15P05% I k NOTE: FOR VERTICAL CONNECTION INT8 _ BATHROOM KITGFIEN BATHROOM LAUNDRY TO(ONE OR MORE COMPARTMENTS) I in EXI5TIN6 I WEBSITE: LAVATIL'WREINFORCEMENT IN VARIOUS All FOUNDATION N 2x8 P.T. LEDGEi2 To NEW I www.roseberyarchitect.com - - - Ex15r. - - - - - � �MA ONAND�r�Ys)�W RATE THROUSH I SUB SOILS -SEE CHART ON - FOUNDATION L LA6 BOLTED - rKIT.511BC - - - - I I 5FLON 7. SPM TE, LE55 I�" A-O.1 WITH I' BOLT 24" O.G. I Project Name and Address o b 010 MORE THAN 5.1 GPM UP TO 123 GPM 2• 13'-II" 8'-4" 4'-0" 4"X4" P.T P05T H 15" 17'-10"- - HUGHES RESIDENCE 01 MORE THAN 123 6PM UP TO 258 6PM S. ° 2• 2" 2• ° MORE THAN 258 6'M UP TO 55b 6PM 4• DIA. X 36" DEPT POURED ADDITION&ALTERATION FIRST FLOOR II>B TI1B �,1:_la GONG.FooTIN6. TO EXISTING RESIDENCE. P3103.1 ROOF EXM610K OPEN VENT PIPES THAT EXTEND THROU6H A 1 i 4'DRAIN O 1/4"FT.MIN. ROOF SHALL BE TERMINATED NOT LE55 THAN 6 ING1E5(152 ABOVE NOTE: VERIFY ALL CRAWL SPACE VENTILATION REQUIREMENTS: 216 FIXTURE UNITS MAX AC ROOF OR, MIC+1E ER MNU ABOVE THE E AGIPATED SNOW FOUNDATION PLAN 4"DRAIN O I/4'FT.MIN. accuMULAT1oN,WHIGNEVER 15 6REATT3R.WE�zE A ROOF 15 TO BE DIMEN510N5 OF EXISTING CRAWL SPADE = 1221 SQ.FT/ 150 50. FT. = 8 SQ.FT. 1025 STERLING RD. G.O. FAV. CRAWL 5PAGE 216 FIXTURE UNITS MAX CO. U5EP FOR aga,�Y AS A PROMENADE,OBSERVATION DECK EXI5TIN6 CONDITIONS REQUIRED OR 5UwBATHIN6 DECK OR FOR SIMILAR PURP0`5M,OPEN VERT PIPE' IN FIELD PRIOR TO 8"xib" GRAWL 5PAGE VENT-0.-1213 5Q.FT. OF VENTILATION LEGEND CUTCHOGUE, NY 11935 TO SHALL ROOF.TT�INATE NOT LIDS THAN 1 FEET(2134 MM1 ABOVE THE GON5TRUGTI ON EX15TI NG CRAWL 5PAGE TO HAVE 11 VENT5 8"XI6"x8" 5Q.FT. TOWN O F S O UT H O L D SANITARY BUILDIN6 CLEANOUT TO NORTH BIALDIN6 GLEMI Off SEE 511E PLAN5PAGE TO HAVE I VENT PER 51DE -6 PROVIDED. SYSTEM P3103.2 FROST CLOW;M.HERE THE 9'15-PERCENT VALUE FOR LNEW FOUNDATION WALL GON5TRUGTION SCTM. NO. 1000-104-1-27 OUTSIDE DE5161d TEMPERATURE IS O'F(-18.13)GT2 T55,VENT '• ". EXTENSMb I THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 FOUNDATION PLAN CRAWL S PACE VENT REQUIREMENTS C= EXISTING WALL TO BE REMOVED MGHES hb M DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT 5 0"BE MADE NOT LESS THAN I FOOT 0048 MM)M OE THE Project Sheet THERI4AL ENVH..OPE OF THE BUILDING. SCALE 114" - I'-O° EXISTING CONSTRUCTION 2022-36 OPLUMBING RISER DIAGRAM EXI STI N6 CRAWL 5PAGE TO REMAIN = 1117 SO.FT. Date NOT TO 50ALE PROPOS:---D GRAWL SPACE = 104 SQ.FT. JULY 2022 A- 1 TOTAL CRAWL SPACE = 1221 SQ.FT. HATER SUPPLY VALVES IN FIXTURE UNITS UNDER TABLE SANITARY DRAINAGE VALUES M FIXTURE UNITS UNDER PIPE PROTECTION A6AIN5T PHYSICAL DAMAGE. Scale 2903b NY5 RES.GODS TABLE EN SIN N(5 RES.GODS M CONGEALED LOCATIONS,WHERE PIPING OTHER THAN AS NOTED I KITGHEN SINKS 1.4 COME)NM=1.4 TOTAL I KITCHEN SINK O 2 FIXT.UNITS EA=2 TOTAL I D15HMW5HER IA HOT=10 TOTAL I DISIiWASHER s 2 FIM.UNITS EA=2 TOTAL HBLACKOLES OR 6ALVANI N OPS 15 INSTALLED THROUGH I WASHIN6 MACHINES=1.4 COM IRM=1.4 TOTAL I WA5HNA9 MACHINES O 4 FIXT.UNITS EA.=4 TOTAL 3 HOLES OR NIOTGHES IN WOOD STUDS,JOISTS,RAFTERS OR 2 BATHROOMS O 3b EACH=12 BATHROOMS O 5 fIXT.UNITS EA.=15 TOTAL SIMILAR MEH3ERS LESS THAN 1.15 INGFES(44.45 MM) Drawing I HALF BATH O 4 FIXT.UNITS EA.=4 TOTAL FROM THE NEAREST EDGE OF THE MEH6Bi,THE PIPE SMALL BE PROTECTED BY SHIELD PLATES COMPLYING HOSE BIBBS (2)5 TOTAL TOTAL FIXTURE UNITS= D.P.U.2-1 WITH aNsl LS-4 FLOOR PLANS TOTAL FIXTURE UNITS= 2.'12 U51N6 A 4'SANITARY MAIN,DD RAINAGA6 E 5 ADEQUATE FOR E WATR SUPPLY IS ADEQUATE FOR A 3/4' SERER VICE UNDUP TO 216 FIM.UNIIT5 AT A 1/4'/FT.MIN PITCH ACCORDING TABLE 2903.1 NYS RESfODE TO TABLE P 3005.42 NY5 FE5.GORE �s A INTERIOR HEADER SCHEDULE DOOR SPECIFICATIONS A-3 ALL MATERIAL FOR WOOD FRAMING TO BE DOUG FIR#1 TO HAVE A MINIMUM Pb MEGHANIGAL SYSTEM IS TO BE A (FORGED OF 1050 P5.1. THI5 15 FOR NON-BEARING WALLS ONLY EXTERIOR DOORS HOT Al R-BASEBOARD-RAD I ANT HEAT) NOMINAL LUMBER SIZE: SPANS: EXTERIOR DOOR TO BE MARVIN OR THERMATRU MODEL DOOR(INS)LATED) IN THE SYSTEM WITH A DUGTLESS COOLING SYSTEM. 14'-0" (2)2x8 UP TO 4'-0" 51ZE 4 MODEL AS, INDICATED ON THE DRAWIN65,PRE-PRIMED PRIOR TO SEE MANUAL J GALG. PAGE 8 FOR MINIMUM (2)2x10 4'-0'TO 6'-O' INSTALLATION OF THE DOOR. THE DOOR 15 TO HAVE THE APPEARANCE A5 LENGTH OF RADIATOR IN EACH ROOM (2)2X12 61-01 TO e1-0" INDICATED ON THE ELEVATIONS AND 15 TO HAVE HEAVY DUTY HINGES, AND DEAD GENERAL NOTES POSTS 9tALL BE 4x4(NOMINAL)6X6 IN EXTERIOR WALLS BOLT 4 LOGK5ET BY 5GHLA6E. KEYS TO MATCH ON BOTH FRONT 4 51DE DOORS AS, WILL •NOTE ALL SIZES GALLED OUT ON THE FLOOR PLANS SUPERSEDE THE NOTE: ALL MECHANICAL SYSTEMS ARE TO PROVIDE 3'HT. RAILING AT 5GHEDULE. REQUIRED. THIS DRAWING, PREPARED FOR THE COMPLY WITH CHAPTERS 12-24 OF THE NYS EDGE OF DECK,AND ANY FINISH SPECIFICATIONS INTERIOR DOOR5: RESIDENTIAL GORE. AREA ABOVE 18" IN HEIGHT SPECIFIC PROJECT INDICATED, IS AN INTERIOR DOOR5 ARE TO BE MA50NITE RAISED PANEL 517E A5 INDICATED AT THE INSTRUMENT OF SERVICE, AND THE WALL FINI5HE5: DOOR ENTRY ON THE DRAWINGS WITH HEAVY DUTY HINGE5 AND INTERIOR LOGK5ET5 PROPERTY OF ROSEBERY ARCHITECTURAL ALL PAINT 15 TO BE BENJAMIN MOORE - LATEX FLAT PAINT EGGSHELL FIN15H(LINEN ON THE BEDROOM AND BATHROOM DOORS,AND A5 DIRECTED BY THE OWNER. STUDIO AND JOHN D. ROSEBERY NOTE: HOT WATER HEATER 4 FURNACE TO ARCHITECT PLLC. WHITE) IN ALL ROOM5,5EX1 6LO55 ON ALL WOOD TRIM SEMI 6LO55 MILDEW COMPLY WITH TABLE 504.2 OF THE NYS R-515TANT IN KITCHEN 4 BATH5 - LOW V.O.G PAINTS WITH TWO COATS OF PRIMER WINDOW SPECIFICATIONS ENERGY CODE, AND TO BE ENERGY STAR INFRINGEMENT OR ANY USE OF THIS CELLAR WALL TO USE DRYLOGK SEALER PAINT ON ALL EXTERIOR WALL SURFACES, LABELED. PROJECT IS PROHIBITED. ANY ALTERATION, PRIOR TO THE INSTALLATION OF INSULATION WINDOWS ARE TO BE (GALL OUT 5PEG) 5ERIE5 A5 5ELEGTED BY OWNER WITH THE OR REPRODUCTION OF THIS DOCUMENT IS MODEL NUMBER SPECIFIED ON THE PLAN5,ELEVATIONS AND WINDOW 5GHEOULE. ALSO PROHIBITED WITHOUT THE WRITTEN NOTE: COMBUSTIBLE BLE AIR TO BE SUPPLIED BATHROOM TO U5E GREEN BOARD OR GEMENT BOARD IN 5HOWER/BATH TUB AREAS. GLASS TO BEA DOUBLE PANE LOW E- GLASS WITH SUN PROTECTION. WINDOWS ARE WITHIN THE BUILDING IN COMPLIANGE W/ CONSENT OF THE ARCHITECT. TO BE SPECIFIED FOR HIGH WIND COASTAL REGIONS. DECK SECTION 1702.1 NYS RES. CODE THE IGNITION FLOOR FINISHES: WINDOWS ARE TO HAVE A U-VALUE OF 02q4 A 5146G RATIN6 OF 02q. SOURCE FOR THE BOILER MUST BE 18" J"X6" CEDAR GONSULT ARCHITECT FOR 5TRUGTURAL 155UE5. ADD 1/4" LOAN SUBFLOOR PRIOR TO ABOVE FINISH FLOOR AS, INDICATED I N SEG DEGKING-OWNER IN5TALLIN6 CARPETING,LAMINATE DURA5TONE OR WOOD FLOOR5. 5EE THE INDIVIDUAL WINDOW LOGATION5 FOR THE MODEL NUMBER OF THE WINDOW - RM 304.3 NYS RES GODS. To SELECT CONSULTANTS: CONTRACTOR TO PROVIDE SADDLES AND THRESHOLDS AS,REQUIRED IN AREAS OF THEY ARE FOUND ON THI5 SHEET,FLOOR PLANS A5 WELL A5 THE ELEVATIONS, REPORT DISGREPANGIES TO ARCHITECT. GHAN61146 FLOOR MATERIAL. A 4' MARBLE SADDLE IS TO BE U5E1? AT BATHROOM DIRECT VENT FURNACE TO FOLLOW CHAPTER OLAM DOORS GLO5ET5 ARE TO HAVE 5IMILAR FLOORING A5 ROOM THAT IT 15 ATTACHED ALL WINDOW5 ARE TO BE IN5TALLED WITH WINDOW 5GREEN5 UNLE55 OTHERWI5E 18 OF THE NYS RESIDENTIAL GODS AND INSTALL I �" X G MICR TO. 2-2"X10" OVER DDDR STRUCTURAL RIDGE MER SPEGIFIED BY THE OWNER. CLEARANCES FROM THE DIRECT VENT TO EXI5TING RAFTER5 ALL OPENINGS, GROUND AND ROOF ARE TO PROVIDE " TYPE 5TAIR5 ARE TO HAVE STAINED OAK TREAD d WHITE PAINTED R15ER UNLE56 INTERIOR WINDOW FRAME 4 51LL - PROVIDE FOAM SEALANT TO PREVENT AIR FOLLOW FIGURE 503.5 IN NEW YORK STATE 2-1 " X l " MIGROLAM FLUSH X 6YP BOARD ON OTHERWISE DIRECTED BY THE OWNER OR ARCHITECT. REQUIRED PROVIDE I-LAYER 5/8" TYPE-X FUEL GAS CODE 35'-l0" INTERIOR WALL. GYP. BOARD ON CEILING TO NOTE: MATERIAL SAMPLES TO BE SUBMITTED TO OWNER OR ARCHITECT FOR REVIEW 12'-3" CONVERT EXIST 5'-0' PERIMETER OF HEATING INTERIOR TRIM SHALL BE WILL A IX3 HORIZONTAL 5111 UNLESS OTHERWISE DIRECTED UNIT PER LOCAL CODE. AND APPROVAL BY OWNER WITH COLONIAL TRIM. ALL TRIM 15 TO BE STAIN GRADE UNLE55 NOTE: THE HEATING AND HOT WATER l'-8" 7'-2" \6\1-b" 4'-6" 14'-I" HOT WATER PROVIDE FIRE BLOGKIN6 AT IN BEDROOM AREAS,FINISHES NOTED SHALL EXTEND TO ALL CLOSET SPACES DIRECTED BY OWNER. ALL TRIM 15 TO BE 5EALED d CAULKED TO PREVENT AIR SYSTEMS MUST MEET OR EXCEED THE PROVIDE BENCH DIRECT HEATER TO PERIMETER OF GYP.BOARD LEAKAGE A5 WELL. CONDITIONS GALLED FOR IN THE W/Top. 2 X8 3 VENT DIRECT VENT, CEILING IN ACCORDANCE WITH WOOD TRIM 15 TO BE SEALED d CLEAR CAULKED ON ALL INTERIOR WINDOWS AND MECHANICAL J 5 NOTES. 26210 6 - m NYSRG 302.13 AT BASE TRIM. II'-5" _ a = MECHANICAL NOTES: REFI NOTES LEGEND WH y= ELECTRICAL LEGEND m ROP. O a I3-q % BATH = p OR A5EXI5T. I. PROVIDE OVERHEAD ELECTRICAL FIXTURES FOR LIGHTING AND CEILING FANS ® NEW BEARING WALL GON5TRUGTION MASTE O( 2X6 R.R. A5 DIRECTED BY OWNER. ATH - '�_ @ 16" O.G. _ O O �, [_ _ EXISTING WALL TO BE REMOVED SWITCH = 5'_2 = 5�_1 ` wro KITCHEN =� LIGH O � REQUIRED. �� STA a ° c� N ��: -� f%r� 2. INTERIOR DOORS TO BE COLONIAL TYPE KIRA15ED PANEL. FINAL 5ELEGTION 3 INDICATES 3-WAY SWITCH — I - 4'-II" y'� E BY OWNER. BRACED WALL FRAME/SHEAR WALL USING WSP - o ' ,�' p� U �. METHOD AS OUTLINED IN TABLE 602.10.4 OVERHEAD LIGHT FIXTURE N v, 3. PROVIDE GFI ETS IN ALL AREAS EXPOSED TO WATER AND/OR MOIS LIGHT SELECTION BY OWNER CL. N �1 XIa an OUTL / TURE, CARBON MONOXIDE DETECTOR INSTALLED IN SHADED INDIGATES EXTERIOR FIXTURE VANI " IN CONFORMANCE WITH NY5 RE5IDENTIAL CODE AND NEG. O CONFORMANCE WITH SECTION al5 OF THE 6'F 7'4"CEILING a 12-4 s¢ ' GM / 1 RECESSED LIGHT FIXTURE 6, 48 X22 VANITY 1 INTERNATIONAL FIRE GODS, ONE PER FLOOR, ONE I.G. RATED @ BUILDING ENVELOPE F86 " 4. CONTRACTOR TO PROVIDE THRE5HOLD UNDER FRONT EXTERIOR DOOR 4 NEAR THE FURNAGE/BOILER AREA (NFPA 720) / 5ADDLE5 IN AREAS OF CHANGING FLOOR MATERIAL. LIGHT GEILINO FAN „�° 3-2"XB" W/2- " STEEL FLITCH PLATE ® SMOKE DETECTOR INSTALLED IN ACCORDANCE WITH "LIGHT" INDICATES LIGHT FIXTURE W/FAN a EXIST WINDOW SECTION 8314 NYS RES. CODE ONE PER BEDROOM, ,p g-0 HEIGHT POST ABOVE GM :_G;= i0 '!'✓ 5. FINISH FLOOR MATERIALS TO BE SELECTED BY OWNER. WALL FINISHES TO BE O (342 5ELEGTED BY OWNER. SD ONE IN THE VICINITY THERE OF, AND ONE ADDITIONAL - I5TIN6 HEADER ,) PER FLOOR ELEG OUTLET B = 2X8 G.J. 6. PROVIDE GABLE 4 TELEPHONE LOGATION5 A5 REQUIRED BY OWNER. COMBO HEAT/SMOKE DETECTOR TO BE INSTALLED IN = PROVIDE COMPUTER ETHERNET WIRING A5 REQUIRED BY OWNER. PROVIDE A O ZU LOCATION FOR ROUTER A5 DIRECTED BY OWNER. ALL ETHERNET WIRING IS TO HD OARAOE' �CF1 GROUND FAULT ELEG OUTLET p`-3 ry - - o v CATHEDRAL CEILING I I p v O SD L to — - T EX15T 2- O COLLAR TIE - w to BE GAT-6. EXHAUST FAN-PANASONIC WHISPER GREEN NOTE: CONTRACTOR TO PROVIDE DOORBELL _ N m m X — --� o V DI N I N ROOM VENTILATION FAN 80 CFM CONTINUOUS-30 CFM AS REQUIRED BY OWNER o BEDROOM #1 LU o EMERGENCY E5GAPE AND RESCUE OPENING REQUIRED. `� Q a °- INTERMIT7ENT (GODS REQUIRES 50 GFM INTERMITTENT, NOTE: ALL ELEGTRIGAL GOMPONENTS ARE o <r a O BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT 20 GFM CONTINUOUS -DIRECT TO EXTERIOR) TO BE INSTALLED IN GOMPLIANGE WITH THE o x o LE55 THAN ONE OPERABLE EMERGENCY E5GAPE AND RESCUE OPENING. WHERE _ SD CURRENT VERSION OF NEG AND CHAPTERS — 16-2 N BA5EMENT5 CONTAIN ONE OR MORE 5LEEPING ROOMS AN EMERGENCY33-42 OF THE NYS RES. BUILDING GODS. F 0 WOOD STRUCTURAL POST 4"x4" OR 6"x 6" DEPENDING i, E56APE AND RE5GUE OPENING 5HALL BE REQUIRED IN EACH 5LEEPING ROOM. ON WALL THICKNESS q' CEILING EMERGENCY ESCAPE AND RE5- CUE OPENINGS 5HALL OPEN DIRECTLY INTO A NOTE: ALL LIGHTING TO BE INSTALLED IN PU13LIG WAY,OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. OT THERMOSTAT LOCATIONS GL05ETS ARE TO BE FLOURE5GENT OF ON A LIVI N ROOM o 0 COVERED FIXTURE. - 2"XS" W/2-i" 5TEEL FLITCH PLATE O o EC TOWN NOTE: MARVIN WINDOW5 INDICATED A5 'E6RE%WINDOW'MUST COMPLY WITH THE ALL BATHROOM5 ARE TO BE PROVIDED WITH A MEDICINE CABINET A5 r a }- X 113" FILING " TOWN OF SOUTHOLD 5TANDARD5 5ET FORTH IN NY5RG 310-5.150FT.OPENING OVERALL,24"MIN HEIGHT,20" DIRECTED BY OWNER ALL REGE5SED LUMINAIRES INSTALLED IN — — , EXIST2X8 G.J. 30 X24 6 1/24 N :: INSUL. SUB. #1 MIN WIDTH. IF A 5M5TITUTE WINDOW MAR FACTURER 15 PROP05FD THEY MUST PROVIDE THE BUILDING THERMAL ENVELOPE SHALL BE BEDROOM #3 Ole O.G. BEDROOM # RANGE HOOD OVER KITCHEN APPLIANGE5 MU5T HAVE AN EXHAUST RATE OF 100 GFM IG-RATED AND LABELED AS HAVING AN AIR HATCH 5 REMOVE ADDITION, 11123 EGRESS SPEGIFIGATIONS TO ARCHITECT. INTERMITTENT OR 25 GFM CONTINUOUS AND MUST BE DUCTED DIRECTLY TO EXTERIOR. LEAKAGE RATE NOT MORE THAN 2.0 GFM l'4"G 1LING TO ATTIC HEALTH DEPT REDESIGN R315.1 6ENERAL.CARBON MONOXIDE ALARM5 SHALL BE PROVIDED IN ACCORDANGE WITH (OA44 L/5). ALL RECESSED LUMINAIRES " — EXIST 2- 10 COLLAR TIE CAULK BE SEALED WITH A GASKET OR N 0 2 a a 4 HEALTH REVISIONDEPT. 5/23 SECTION q15 OF THE 2020 IFC. INSTALL I PER FLOOR,OUTSIDE OF SLI=EPING UNITS IN �) O ACCORDANCE WITH IFC 8152,AND IN THE UTILITY ROOM IN AGCORDANGE WITH IFC 815.1 ALL I x N HEALTH DEPT. DETECTORS ARE TO BE WIRED INTO THE PRIMARY POWER 5Y5TEM WITH BATTERY BAGKUP. _ o CL �V5D > G.J. 3 12122 Ln �� �—@ 16" O.G. REVISION m 11'-6" CL HEALTH 2 HEALTH DEPT. SUB. 10/22 2440 2440 �r CONDOC REVIEW 100 A EGRESS DESIGN V E N T I LAT I O N SCHEDULE ACCORDING TO SECTION M 1501.3 W5 RES CODE - 5VC 3042 2 3042 1 8/22 SUBMISSION (2)2"XIO" W/ 1/2" 2 AREA DE5GRIPTION OGGUPANT DENSITY VENTILATION PROVIDED X8 - 2 XS No. Revision/Issue Date PLYWD SPACER TMP. ,Q � NOTE: ANDERSEN OR AS PER PLANS 304215 KITCHENSMT 2 N/A 100 GFM INTERMITTENT 40 RAFTER TIE 3- 2"X8" W/2- " 5TEEL o PROP. BY SIMP50N OR EQ. FLITCH PLATE m z DECK I FIRSTpLDORA ROSEBERY LIVING AREA5 BA5ED ON BEDROOMS-4 TOTAL 60 GFM R.R. AT 161 HGD.R AREA I E6RE55 WINDOW ARCHITECTURAL AS,PER PLANS IL A WITH A OPENING TOILET N/A 50 GFM GONTINUOU5, 20 GFM INTERMITTENT DBL.TOP PLATE AT I OF 5.0 50•FT. STUDIO SECOND FLOOR OR NOTE: AIR SUPPLY 15 CONSIDERED AIR INFILTRATION THROUGH THE ® FAN GONTROL WITH MANUAL OVERRIDE AS,REQUIRED AT SINGLE STORY 1029 SIPP AVENUE BUILDING ENVELOPE,OPERABLE WINDOW5 AND THROUGH EXHAUST DUCTS IN TIMER BY CODE TO RUN ON 2 - 4 HOUR INTERVALS OR _ MEDFORD, N.Y 11763 WH BATHROOM, KITCHEN,AND INACTIVE EXHAUST UNIT EN OTHER FANS ARE 51NOLE S HOUR INTERVAL 51MP50N H7 RAFTER O BEING OPERATED 80 GFM EXHAUST FAN SIZED IN AGGORDANCE WITH PHONE: (631) 730-1262 TIE P. ® TM " „ " :: TABLE M 1150-7.3.5 (I) OF NYS, RES,CODE 31-1111 2-4 3-S 2-6 11-51", 5-4" -6 3 3-0" FAX: 631( ) 730-5476 GALCULATION5: bo GFM CONTINUOUS AIR REQUIRED 11/4X24' 20 GAGE E-MAIL: rosebe o tonline.net FROM TABLE FACTOR X 3.0 WHEN FAN 15 RUN 33% HEADER STRAPS TMP ry@ p OF DAY 00 GFM REQUIRED, 180 GFM PROVIDED AT 2ND FLR.EXT. 13-11 30-2 WEBSITE: WIN�Ow WALLS o�NINs 441-111 I www.roseberyarchitect.com 2"X4" WALL FRAME Project NameandAddress AT 16' O.G. HUGHES RESIDENCE 11/4"X24"20 GA6E FIRST FLOOR PLAN ADDITION&ALTERATION -LACK STUD STRAPS TMP. EXIDINTO EXISTING RESIDENCE. AT 2 51DE5 OF OPENING STING BUILG AREA = 1154 50.FT. § �Y2 PROPOSED BUILDING AREA = 55 SO.FT. 1025 STERLING RD. RIM J015T PROPOSED DECK AREA = 2% 50.FT. 1025CUTSTERLING GUE, NY 11935 1 1/4'X24" 20 GAGE TOWN OF SOUTHOLD - READER STRAPS TMP. AT EACH STUD AGQ 5ILL PLATE SCTM. NO. 1000-104-1-27 WALL STRAPPING DETAIL Project Sheet 4 2022-36 POR I-STORY 5TRUGTURE N.T.S. Date NOTE. IF INSTALLING STRAP TIE5 OVER GDX PLYWOOD, JULY A-2 PROVIDE MIN.30#IST OVER STRAPPIN6 PRIOR TO BENDING JULY 2022 UP COPPER TERMITE SHIELD TYP. THE COPPER SHALL NOT DIRECTLY CONTACT THE GALVANIZED STRAPPING Scale AS NOTED Drawing FLOOR PLANS ROOFING NOTES: Q Asphalt strip shingles shall have a minimum of six fasteners per shingle In the 130-140 mph wind zones. Ice protection. In areas where the average dally temperature In January is 25"F (-4°G) or less or when Table, RR30120) criteria so designates,an Ice barrier that consists of a least two layers of underiayment cemented together or of a self-adhering polymer modified bitumen sheet,shall be used In lieu of normal underlayment and extend from the eave's edge to a point at least 24 Inches (610 mm) Inside the exterior wall line of the building. Underlayment application. For roof slopes from two units vertical In 12 units horizontal (17-percent slope), up to four units vertical In 12 units horizontal (33-percent slope), underlayment shall be two layers applied 1n the following manner. Apply a 19-inch (455 mm) GENERAL NOTES strip of underiayment felt parallel with and starting at the eaves, fastened sufficiently to hold In place. Starting at the: eave, apply 3b- inch-wide M14 mm) sheets of underiayment, THIS DRAWING, PREPARED FOR THE overlapping successive sheets 19 inches (483 mm), and fastened sufficiently to hold in place. SPECIFIC PROJECT INDICATED, IS AN For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater, INSTRUMENT OF SERVICE, AND THE underiayment shall be one layer applied In the following manner. Underlayment shall be applied PROPERTY OF ROSEBERY ARCHITECTURAL shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 mm), fastened sufficiently to hold In place. End laps shall be offset by 6 feet (1829 mm). STUDIO AND JOHN D. ROSEBERY � ARCHITECT PLLC. Flashing. Flashing for asphalt shingles shall comply with this section. A-3 INFRINGEMENT OR ANY USE OF THIS Base and cap flashing. Base and cap flashing shall be Installed In accordance with PROJECT IS PROHIBITED. ANY ALTERATION, manufacturer's Installat'lon Instructions. Base flashing shall be of either corrosion-resistant OR REPRODUCTION OF THIS DOCUMENT IS metal of minimum nominal 0.019-inch (0.483 mm) thickness or mineral surface roll roofing ALSO PROHIBITED WITHOUT THE WRITTEN weighing a minimum of 77 pounds per 100 square feet (3.-16 kg/m2). Gap flashing shall be CONSENT OF THE ARCHITECT. corrosion-reslstant metal of minimum nominal 0.019-inch (0.483 mm) thickness. Valleys. Valley linings shall be Installed In accordance with manufacturer's Installation Instructions before applying shingles. Valley linings of the following types shall be permitted: I. For open valley (valley lining exposed) lined with metal, the valley lining shall be at CONSULTANTS: least 24 Inches (610 mm) wide and of any of the corrosion-resistant metals in Table RRg052.52. 2. For open valleys,valley lining of two plies of mineral surface roll roofing, complying with A5TM D 249, shall be permitted. The bottom layer shall be lb inches (457 mm) and the top layer a minimum of 36 inches (914 mm) wide. 3. For closed valleys (valley covered with shingles), valley lining of one ply of smooth roll roofing complying with A5TM D 224. Type 11 or Type III and at least 36 Inches (914 mm) wide or valley lining as described in Items I and 2 above shall be permitted. Specialty underiayment complying with A5TM KNO may be used In lieu of the lining material. TABLE RR9052.b2 VALLEY LINING MATERIAL MINIMUM THICKNESS WEl6HT MATERIAL (inches) GAGE (pounds) Copper- -- -- I Aluminum 0.024 -- - 3•X3"AUHINJM DOH N5POUf 5EE Stainless steel -- 28 -- ELEVATIONS FOR LOCATION 6a►vanized 26 (zinc EPOM FLAT ROOF hU SIDED steel 0.0179 coated 690) -- _ RIGID IN50LATION5 Zinc alloy 0.027 -- �6RADE PLACE INME4STRAP LEADER C^✓G�t Lead - -- 2-I/2 WITHIN PIPE RIDGE VENT ., t E�-p \ , Painted terne -- — 20 FINISHED6I2ADE For 51: I Inch = 25.4 mm, FouNDAnoN wALL I pound = 0.454 kg. b"FVC PIPE �- t FERNCA GOUPLIN6 FOR PVC PIPE ROOF LL W'4052&3 Crickets and saddles. A cricket or saddle shall be installed on the ridge side of ' 2 any chimney greater than 30 inches (`762 mm) wide. Gricket or saddle coverings shall be W �(X v sheet metal or of the same material as the roof covering. b'PdG PIPE dJ i- I I I 6 SDR 35 PIPE TO DRAIN- X � = ROOF Q ROOF RR9052.&.4 51dewal l flashing. Flashing against a vertical sidewoll shall be b the ste flashin 6'PVC TEE 5EE 51 TE PLAN FOR LOCATION a method. g g y p g WITH REDUCER N 'Z SLOPE :12 SLOPE 2S5 MAX PITCH TO DRAIN - CV RR9052.&.5 Other flashing. Flashing against a vertical front wall,as well as soil stack,vent Z I I I i EXI5TI% 2'-b"X2'XS" pipe and chimney flashing, shall be applied according to asphalt shingle manufacturers printed TYPICAL EXTERIOR LEADER DET. WINDOW IN GABLE instructions. N.T.S. BEARING HALL BELOW RIDGE VENT o— 6 TOWN OF SOUTHOLD 1/24 Y^E3 — SUB. #1 5 REMOVE ADDITION, 11/23 HEALTH DEPT REDESIGN 4 HEALTH DEPT.REVISON 5/23 EPSE5: b"ON CENTER _ cam— I II 3 HEALTIH DEPT. 12/22 _ EXIST X4 R.R. FIELD: 12"ON CENTER _ X24' O.G. REVISION - �= I 1 2 HEALTH DEPT. SUB. NAILING IN SHADED AREA . I 10/22 (4'WIDE FROM WALL EDGE OR RIDGE R ( I CONDOC REVIEW NOT INCLUDING OVERHAN55): a EX15T 2X8 R.R. 1 DESIGN 8/22 E06E5 4 FIELD: 6"ON CENTER d U24" O.G. SUBMISSION OVERHANGS .p I x— RDOF ROOF I I No. Revision/Issue Date SLOPE 15:12 SLOPE :1112 NAILING FOR WALL 5HEATHINCi I I► ED6E5. 6"ON CENTER ( I ROSEBERY FIELD= 12"ON CENTER I I I f✓ SEE NAILINGGf SEDULE FOR 140 MPH ®24T 0 G ARCHITECTURAL WIND ZONE I I I 'I STUDIO ON SHEET A-02 I ADD -2X6 BE EN 1029 SIPP AVENUE RP�FTER5 . MEDFORD, N.Y 11763 PHONE: (631) 730-1262 ATTACHMENT DIAGRAM FAX: (631) 730-5476 ROOF NO WALL%EA-MM E-MAIL: rosebery@optonline.net ATTAGHMETJT DIA6RAM5-N.T.S. WEBSITE: EPOM FLAT ROOF W 51DED CONNECT 2"Xb"TO EXISTING 2"X4" ROOF www.rose b eryarch itect.co m CHIMNEY RID6E5 RIGID IWULATIONS LH LEDGER BOARD. Project Name and Address HUGHES RESIDENCE 5KYLIG" RAKE EDGE ROOF PLAN ADDITION&ALTERATION TO EXISTING RESIDENCE. VALLEYS 1025 STERLING RD. CUTCHOGUE, NY 11935 TOWN OF SOUTHOLD SCTM. NO. 1000-104-1-27 D Project Sheet ICE & WATER PROTECTION DIAGRAM 2022-36 NOTE: PROVIDE ACCORDING WATER d ICE PROTECTION IN AREAS WHERE SHOWN. Date JULY 2022 A-3 Scale AS NOTED Drawing . ROOF PLAN 12 8"X10" VENT RIDGE HEIGHT _ fl2s EL. I5'-1111± RIDGE HEIGHT 12 ±45 TOP OF PLATE ' �L.1-4" ± GENERAL NOTES THIS DRAWING, PREPARED FOR THE 1X6 AZOK TRIM BOARD AT SPECIFIC PROJECT INDICATED, IS AN ALL CORNERS INSTRUMENT OF SERVICE, AND THE PROPERTY OF ROSEBERY ARCHITECTURAL STUDIO AND JOHN D. ROSEBERY 3042 ARCHITECT PLLC. 3042 3042 ANDERSEN 400 SERIES INFRINGEMENT OR ANY USE OF THIS WINDOWS WITH IX3 AZOK TRIM PROJECT IS PROHIBITED. ANY ALTERATION, IRST FFLOOR — 4 SELECT DOLOR STYLE VINYL SIDING-OWNER TO � OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN EL. 0'-O"± ® ® CONSENT OF THE ARCHITECT. PROVIDE WELL FOR CRAWL SPACE BELOW GRADE AS NEED IT. PROP05ED ADDITIO RIDGE HEIGHT CONSULTANTS: EL 15'-11"± — RIDGE HEIGHT 12 EL. 151-1-111± 45 SOUTH E L E VAT I O N .d, �Deo 1 H �t HT _ ®17 ASPHALT SH INC�LE 12 REROOF EXISTING 1 BAY WINDOW TOP OF PLATE EL. 1 U" y — PROP5ED DEGK Ll P;,t E L p FIRST FLOOR _ uf�i''� O 111 - .{• ,s 'PF, l 'hiXX PROVIDE NEHL FOR GRAWL SPACE BELOW GRADE AS NEEDED. RIDGE HEIGHT _ I I I I -- EXISTING DRAWL , EL. 15'-1 1"± LJ LJ SPAGE AGGE55 RIDGE HEIGHT OIL — EL. I1'-10"t WEST ELEVATION ?&TOP OF PLATE 211 ± - g TOWN OF SOUTHOLD 1/24 SUB. #1 PROP5ED PECK 5 REMOVE ADDITION, 11/23 HEALTH DEPT REDESIGN 4 HEALTH DEPT. 5/23 REVISION 3 HEALTH DEPT. 12/22 FIRST FLOOR REVISION EL. 01-011± ® 2 HEALTH DEPT. SUB. 10/22 CONDOC REVIEW PROVIDE HELL 1 DESIGN 8/22 OR G SPACE SUBMISSION BELOW GRADE A5 NEED IT. EXISTING CRAWL I I I I SPADE ACCESS No. Revision/Issue Date LJ LJ PROPOSED ADDITION ROSEBERY 12 ARCHITECTURAL EAST ELEVATION FI 65.11 — 1125 STUDIO SCALE I/4" = I'-011 \0 1029 SIPP AVENUE MEDFORD, N.Y 11763 2 PHONE: (631) 730-1262 f45 \ FAX: (631) 730-5476 FASCIA BOARD E-MAIL: rosebery@optonline.net 12 \ WEBSITE: fb EPDM ROOF vAm.roseberyarchitect.com T� OP OF PLATE — — FLAT ROOFOb project Name and Address 145 12 ± HUGHES RESIDENCE TOP OF PLATE E�6-5'1 ADDITION&ALTERATION - TO EXISTING RESIDENCE. IX(b AZOK TRIM BOARD AT ANDERSEN 400 SERIES 1025 STERLING RD. ALL GARNERS WINDOWS WITH 1X3 AZOK TRIM CUTCHOGUE, NY 11935 TOWN OF SOUTHOLD 4"VINYL 51DINC-OWNER TO SCTM. NO. 1000-104-1-27 F I RST FLOOR _ SEI EGT COLOR STYLE EL. O itt ® Project Sheet i-O 2022-36 PROVIDE WELL FOR CRAWL SPACE Date BELOW GRADE AS NEED IT. A-4 EXISTING DRAWL JULY 2022 SPACE ACCESS L J L J L Scale AS NOTED Drawing NORTH ELEVATION ELEVATIONS 5GALE 1/4" = 1'-0" CXI51 INC2 KCJUNN(V 240# ASPHALT ROOF 5HIN6LE5 OVER 15# FELT PAPER, 1/2" COX 5HEATHIN6, 5PLIGE LENGTH 2x8 ROOF RAFTERS 0 IG," 0.0. EXISTING 2X8 COLLAR TIES 0 16" O.G. LOCATED IN TOP 1/3 OF ATTIC SPACE 5PLIGE DIRECTLY WH9M OF*d Gd tM NALg PROVIDE 8 J" R=30c BATT INSULATION OVER STUD TYP. B nVt*v1K W SPLICE LOOM 11°r1 ON EACM SM OF SP-IM BETWEEN,�' GYP. BOARD THROUGHOUT 12 2 5 PROPOSED ROOF 5PEG, I6 2 6 DBL.TOP PLATE TYP.THROUG+IOUT 20 2 a EPDM ROOF ON 2" RIGID INSULATION, 24 4 10 SLOPE AS REQUIRED WITH CRICKET AT 2b 4 11 ROOF EDGE,ON I" PLYWOOD,2X 6 ROOF GENERAL NOTES WALL FRAME AT 16" O.G. 32 4 13 RAFTERS 0 I b' O.G. W/5" R-35 OPEN CELL -REFER TO PLANS 36 4 14 INSULATION BETWEEN RAFTER5,In WATER 40 6 16 PROOF GYP BOARD TO INTERIOR THIS DRAWING, PREPARED FOR THE 5o a 20 EXTERIOR WALL SPEGIFIGATIONS 2 X 12 RIDGE SPECIFIC PROJECT INDICATED, IS AN 50 b 24 HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER }RIDGE HEIGHT — INSTRUMENT OF SERVICE, AND THE I" RIGID INWL. (R-5) OVER TYVEX BDG PAPER T EL, 15'-11"± I/ PROPERTY OF HN D. R RY ARCHITECTURAL I.TABLULATED SPLICE LENGHT5 A55UME TOP PLATE-TO-PLATE CONNECTION 1/2" COX PLYWOOD SHEATHING,(2) 2xb TOP STUDIO AND JOHN D. ROSEBERY USING 2-I6d NAILS PFT. FOR SHORTER 5PLIGE LEN&TH5,THE NAIL SPACING PLATE,2x6 5TUD5® Ib" OCG.(I) 2x6 BOTTOM 12 ARCHITECT PLLC. PER SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS. PLATE,5 1/4' (R-21) BATT INSULATION, 4 1/2" RIDGE HEI(5HT — 2- 2 X 4 PLATE : �: 2.TABLULATi3.7 SPLICE LENGFtTS ASSUME UR A BUILDING LOCATED IN EXPOSE B OR G. GYP. W. (USE WATERPROOF WHERE REQb) EL. I3-11 �' 21-011 tll5 PROVIDE FLA5HIN5 AT CONNECTION INFRINGEMENT OR ANY USE OF THIS 17 3- 2'X8" W/2- J" STEEL PROJECT IS PROHIBITED. ANY ALTERATION, 3.TABLULATED 5PLIGE LENGTS HT5 ARE BASED ON 8 FT.WALL H .FOR OTHER WALL ROOF DERL YMENT FLITGH PLATE RIDGE HEIGHT OR REPRODUCTION OF THIS DOCUMENT IS HTS.,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED B W8. -- — — 2'-O : 1 ALSO PROHIBITED WITHOUT THE WRITTEN 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL. EL. 10'-11"± ROOFMEAL.4YKLAT CONSENT OF THE ARCHITECT. I2 EMM FLAT ROOF ON SLOPED 1' MIN INSULATION ON EXI5TIN6 DECK SPECIFICATIONS WOOD DECK ROOF,CHECK 4 5/4" X 6 DECK EURFAGE,OWNER TO SELECT ON TOP OF PLATE REPAIR A5 NEEDED,PROVIDE 2X8 PRE555URE TREATED DECK J0155 016" — INTERIOR WALL 5PEGIFIGATIONS CONSULTANTS: (:> - I/2" GYP.BOARD BOTH SIDES 2 5' OPEN CELL INSULATION EL.B'-O" f BETWEEN EXISTING RAFTERS TOP PLATE SPLICE DETAIL o.c.,PROVIDE PVC. DECK RAILING AS SHOWN, „ N.TS. DECK DETAIL PER CODE,SIE FRAMING PLAN, PROP. FIRST FLOOR 5PEGIFIGATION MASTER FINISH FLOOR SELECTION BY OWNER OVER 3/4' V JO 5TS® I6" O.G.,PROVIDE R-30c BILOOK ATT PROPOSED GDX DECK BATH B DROOM BE ROOM INSULATION BETWEEN JOISTS, R. 2-I0d NAIL5 e 2X4 GONT. LATERAL FIRST FLOOR _ BRACE AT 6-O O.G. _ GEILIN6 JOISTS (A5 PER PLAN) EL. O'-O"t 2-2x8 AGQ SILL PLATE W/SILL AT IG," O.G. TYP. SEAL 4 TERMITE SHIELD EXISTING CRAWL SPACE NOTE: INSULATION SHALL BE INSTALLED WITH WITH A VAPOR 3 PERIMETER PROVIDE VAPOR BARRIER 3" RIGID RETARDER ON THE WARM-IN-WINTER INSULATION, OVER TOP WHERE 15 POSSIBLE INSULATION 51DE A5 PER RGNYS (REFER TO 10-8d NAIL5 L J L J PROVIDE I" EXI5TING �• FOUNDATION WALL SPED, IN5ULATION FOUNDATION SHEET A-02 4 EN-I) 12" POURED GONGRETE FOUNDATION WALL BETWEEN SLAB 4 NOTE: WALL AND GEILIN6 FINISHES REINFW/DAMP PROOFIN6 TO EXTERIOR FOUNDATION WALL PROP, FLOOR 5PEC, SHALL HAVE A FLAME-SPREAD PROVIDE PRE55URE .TREATED BASE PLATE, " FOR THERMAL FIN15H FLOOR SELECTION BY OWNER ON 4" CLASSIFICATION OF NOT GREATER - ANCHOR BOLTS® 36" O.G. BREAK THAN 200 CONCRETE SLAB,REINF. L^U bX6-2.Q W W.M. n GABLE STUD AT NOTED ON GOMIPAGTI=D FILLON 12 MIL VAPOR BARRIER, INSULATION AS 11 :, r ''•LEL�'��' 'Y I/2" O.W.B.-USE 5d FOLLOWS 4 WALL R-I5,b WALL R-21 •.:. C NOTE: INSULATION R-VALUES ARE AS 16" O.G. W/ G5-20 MIW- 2X10 GEILIN6 R-30,2X8D. COOLER NAILS AT 5' STRAP TO WALL 5TUDGEILIN6 R-30c MIN. MANUFACTURED c �. O.G. TYP. T TYP. SECTION A-A 13Y OWEN5 CORNING,,GERTAINTEED OR _ EQUAL- CARE SHOULD 13E MADE �- BLOGKING AT 2 BAY - SCALE I/4,: - I:-O:, TOWARDS NOT CRUSHING INSULATION TYP. ® 4'-O" O.G. 6520 COIL STRAP BETWEEN JOISTS OR STUDS. 2X4 NAILER FOR :a GABLE STUDS OVER BY 51MP50N OR 2X4 NAILER APPROVED EQ. 10-8d NAIL5 GBL. RIM J015T DBL. TOP PLATE 2X WALL FRAME AT 16" O.G. -5EE FLOOR PLANS FOR WALL THI GKNE55 CEILING BRACING / RIDGE GABLE ENDWALL DETAIL �J NT 5 ROOF RAFTER5 A5 PER PLANS 6 TOWN OF SOUTHOLD 1/24 2X4 WD FRAME SUB. #1 16" O.G. ® 5 REMOVE ADDITION, 11/23 GABLE ENDWALL HEALTH DEPT REDESIGN PROVIDE FLASHING 4 RIDGE VENT AT ROOF PEAK ATTIC 4 HEALTH DEPT. 5/23 2 X 12 RIDGE REVISION RQOFIN6 SPECIFICATION I 3 HEALTH DEPT. 12/22 240#ASPHALT SHINGLES ON 15#FELT PAPER REVISION EXISTING IXb DECKING ROOFING 5PEG. BLOGKING AT 2 HEALTH DEPT. SUB. EXISTING 2X4 RAFTERS 024" O.G.ATTACH FOR ROOF SLOPES FROM T1J0 UNITS VERTICAL IN 12 BAYS TYP. ® 2 10122 2"Xb" RAFTERS NEXT'TO 2X6 RAFTER TO EACH 4 ADD 2X6 BETWEEN UNITS HORIZONTAL (2:12),U'TO FGAR UNITS VERTICAL �, CONDOC REVIEW 2"X4" EXISTING RAFTERS. 4-O O.G. EACH RAFTER. PROVIDE 5' OF OPEN CELL IN 12 UNITS HORIZONTAL(412),UNDERLAYMENT SHALL DESIGN SEE ROOF SPEC AT R16HT BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: INSULATION BETWEEN RAFTERS�" GYP.BD. 2X4 NAILER TYP. —� SUBMISSION 8122 2X6 COLLATIES 0 16 PROVIDE 2"X4" BETWEEN R " O.G. TO BE APPLY A ICT-INCH STRIP OF UNDERLAYMENT FELT PARALLEL 2'-0" EVERY OTHER RAFTER 12 TO AND STARTING AT THE EAVE5. 5TARTIN6 AT THE LOCATED IN TOP 1/3 OF ATTIC.SPACE SAVE,APPLY 36-INCH-WIDE SHEETS OF UNDERLAYMENT, No. Revision/Issue Date ROOF ERI T RIDGE HEIGHT 1155 TYP.USE 4 IOd BOX NAILS AT TWO OVERLAPPING 500 5 0E55IVE 5HEE14 INCHE5. FLOOR BRACING ENDWALL DETAIL 2XIO RIDGE : _ EN05 TYP. IN COMPLIANCE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE 18" VINYL END VENT EL. 15'-1 1 t EX15TINO I"Xb"ROOF DECKING WITH THE ABILITY OF THE SHINGLES TO SEAL. ROSEBERY N.T.S. R� IDGE' HEIOHIT _ EXISTING 2"X6" ROOF RAFTERS i� EL. 13 _1111± FOR ROOF SLOPES OF FOJR UNITS VERTICAL IN 12 ARCHITECTURAL 12 UNITS HORIZONTAL(4:12)CR 64REATER,UNDERLAYMENT BOARD 4 BATTEN SIDING 145 EXIST. SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER: OVER J"GDX PLYWOOD ON PARALLEL SHALL 13E APPLIED 5HiNGLE FATHE EAVE SHION, STUDIO 2X4 OW F® IG, O.G. X6 GO LAR IES® IG, O. 2-0 LAPPED 2 INCHES,DISTORTIONS IN THE UNDERLAYMENT 1029 SIPP AVENUE WINDOW FRAMING SPEC. SPECIFIED CATHEDRAL GEILIN6 PROVIDE 2-� ROOF E YMENT SHALL NOT INTERFERE WITH THE ABILITY of THE SHINGLES MEDFORD, N.Y 11763 DOUBLE HUNC7 FLOOR PLANS W/2-2X85HEADERITOPN 4"OPEN GELL CONNECTION To SEAL. END BY 6 FEET SHALL BE 4 INCHES AND SHALL BE ( ) LAG BOLT5 PER PHONE: 631 730-1262 2X4 SILL. FRAME IN ACGORDANGE IN501-ATION FAX: 631 730-5476 WITH STRAP ELEVATION DETAIL C.1=ICING SPEGIFIGATIONS CATHEDRAL GEILIN6 2x8 CEILING JOISTS o I6" DBL.2X4 TOP PLATE �TOP OF PLATE _ KI HEN o.G.,8#' R-30G, INSULATION, TYP. E-MAIL: rosebery@optonline.net Y EL-1_4"t INTERIOR WALL 5PE121FIGATIONS 1/2" 6Y,� BOA. _ _ WEBSITE: I/2' GYP.BOARD BOTH 51DE5 2 FIRST FLOOR SPECIFICATION - EXTERIOR WALL SPEGIFIGA STTIONS www.roseberyarchitect.com m 4 UDS 016 O.G. FINISH FLOOR SELECTION BY OWNER OVER 3/4" X� ! HORIZONTAL VINYL SIDING(4" EXPOSURE) USE 8d COMMON NAILS® 12'I I I COX PLYWD. 5UBFLOOR 2x10 FLOOR JOISTS 0 BEDROOM OVER I"RIGID INSUL.(R-3)OVER TYVEX BDG, I I I O.G.AT FIELD AND 6' ® Project Name and Address Ib" O.G.,W GRO55 BRID61NO® MID-SPAN 0 B DRO M o' PAPER, 1/2' GDX PLYWOOD 5HEATHIN6,(2) I I I - ��-REFER TO PLANS 8'-0" O.G.OR BLOCKING ACCORDING TO RGNYS 'v I I 1 FOR I]E516NATL37 AREAS HUGHES RESIDENCE �j• � Zx6 TOP PLATE,2x4 51UD5® 16 O,G»(I)2x6 I I I 5027.1 PROVIDE R-30 BATT INSULATION r- t" BOTTOM PLATE,3 I/2" (R-15)BATT INSULATION, ADDITION&ALTERATION BETWEEN JOISTS,2x10 RIM JOIST WITH 2" RIGID W/2' OPEN GELL TO EXT(R-2T TOTS 4 1/2" I I I - 2X4 BLOOKIN&TYP. INSULATION TO INTERIOR ON 2-2x6 AGQ SILL GYP.ED. i i i �_ AT SEAM AT ALL PLATE BOLTED W/5/8" ANCHOR BOLTS 0 3'-0' NOTE: REMOVE EXISTING EXTERIOR WALL COVERING SHALL I I I BLDG,GORNER5 TO EXISTING RESIDENCE. O.G., W/51" SEAL 4 TERMITE SHIELD FIRE PLACE AND CHIMNEY BE INSTALLED AS PER RCNY5 F I RST FLOOR _ SECTION-103. I -_ _ 2X4 WD STUDS AT -o"f 2-2x8 AGQ SILL PLATE W/SILL ��_-- !_ -- 16 O.C.TYP. 1025 STERLING RD. DRAWL SPACE FOUNDATION wAl_L SPEC. EXISTING CRAWL SPACE OLD GHIMNEY - 4 TERMITE SHIELD _ I/2"GDX EXTERIOR GRADE CUTCHOGUE, NY 11935 I APA 40/20 PLYWOOD PROVIDE 50LID BLOGKING TOWN OF SOUTHOLD 8" POURED CONCRETE FOUNDATION WALL FOUNDATION NOTE: INSULATION SHALL BE I�_ - - 5HEATHING TYP. AT ALL PLYWOOD SEAMS TYP. REINF W/#5 REBAR AT TOP W/DAMP W PROVIDE VAPOR BARRIER :� INSTALLED WITH A VAPOR..r� RETARDER ON THE WARM-IN-WINTER I SHEATH ING TO BE APPLIED REFER TO ELEVATION. PROOFING TO EXTERIOR ON 24 X 16 - OVER TOP WHERE 15 POSSIBLE EXISTING I - VERTICALLY ACCORDING z SCTM. NO. 1000-104-1-27 51M AS PER RGNY5 (REFER TO NOTE: INTERIOR WALL � - TO NYS RES.CODE POURED CONCRETE FOOTING W/2 X 4 KEY FOUNDATION SHEET A-02 4 EN-I) 602.10.4 METHOD 1^ISP Project sheet REINF. W/(2)#5 REBAR,ON UNDISTURBED SOIL - SHEATHING TO BE I"GYP. PROVIDE 2"PERIMETER INSULATION IN BOARD I`-� — - _ (WOOD 5TRUCTURAL PANEL- O 2022-36 COMPLIANCE W/WS ENERGY GODS NOTE: WALL AND GEILIN6 FINISHES - - -- -- - TO BE USED LA -1 SHALL HAVE A FLAME SPREAD G551FICATION OF NOT GREATER HOL.DDOWN AT CORNER SEE Date THAN 200 STRAP 5GHE�LE 'BLOCKING AT 24"OL. A-5 RIM J015T AS PER PLANS 2'-C"MIN. 2X4 OR 2X6 CORNER RAFTER JULY 2022 NOTE: INSULATION R-VALUES ARE AS PROVIDE STRAP OVER SEE FRAMING DETAIL 2X6 5HOWN scale FOLLOW5 4'WALL R-15,b"WALL R-21 PLYWOOD AS REQUIRED SECTION B-B AS NOTED MIN.- 2XIO CEILING R-30,2X8 ELEVATION PLAN VIEW GEILIN6 R-306 MIN.MANUFACTURED BY OWE%GORNIN6,GERTAINTEED OR Drawing - EQUAL-CARE SHOULD BE MADE TOWARDS NOT GRU5HIN6 INSULATION n EXTERIOR BRACED WALL DETAIL BETHSECTIONS & �N JOISTS OR STUDS. ��/NOT TO SCALE A5 PER NY5 BUILDING CODE SECTION 602.10.4 NOTES CONi11,111015 BAND OF SEALANT AT LOCATIONS SHOWN V2"GYP.BOARD ON AW- r DOUBLE TOP PLATE I/2"61 P.BOARD ONBATT OR FOAM I'llb"TION WALLS 4 TRIMSIDING,TYVEK PAPER OVER I'RI610 INSULATION�'PLYWOOD%EATH M6 INTERIOR WOOD TRI2-2X HEADER WITH W61P MSULAIION GOMTINOU513ANDOFBETWEEN(5EEPLANS) Generated by REScheck-Web Software LOG2X4 PLATE WINDOW HEAD ComplianceCertificate INSULATION AROUND HEADER-2X4 WALL [Nif 5GALE: N.T.S. DRYWALL CAULKED TO TOP PLATE THE RE5IDENGE MUST BE TESTED BY Project Kathy Hughes residence A THIRD PARTY RATER FOR AIR Energy Code: 2018 IECC GENERAL NOTES LEAKAGE. THE MAXIMUM ALLOWABLE GEMENT BAGKER BOARD Location: Cutchogue, New York EXTERIOR SHEATHING GLUED OR RATE OF AIR LEAKAGE AS VERIFIED GERAMIG TILE OR TUB 5URROUND Construction Type: Single-family THIS DRAWING, PREPARED FOR THE 0A5KETED TO TOP PLATE BY THE AGH 50 TEST IS 5 AIR Project Type: New Construction SPECIFIC PROJECT INDICATED, IS AN CHANGES PER HOUR. THE TEST 15 TO Conditioned Floor Area: 1,202 ft2 INSTRUMENT OF SERVICE, AND THE O Glazing Area 12% EXTERIOR 51DING BE PERFORMED AT ANY TIME AFTER TUB 5URROUND BEYOND Climate Zone: 4 (5572 HDD) PROPERTY OF ROSEBERY ARCHITECTURAL THE CREATION[AND GOMPLETION] OF Permit Date: STUDIO AND JOHN D. ROSEBERY TAPED OR SEALED JOINTS IN ALL OF THE REQUIRED BUILDING N14EAD OF 5EA NT Permit Number: ARCHITECT PLLC. EXTERIOR SHEATHING PENETRATIONS. A WRITTEN REPORT INSULATED EXTERIOR 5TUD o OF THE RESULT OF THE TEST SHALL y,IALj- 2X BACKER BOARD Construction Site: Owner/Agent: Designer/Contractor; INFRINGEMENT OR ANY USE OF THIS EXTERIOR SHEATHING GLUED OR 1025 Sterling Road Big Ed's Place LLC c.o.Kathy Rosebery Architectural Studio PROJECT IS PROHIBITED. ANY ALTERATION GASKETED TO BOTTOM PLATE BE 51GNED BY THE PARTY BETWEEN STUDS Cutchogue,NY Hughes 1029 Sipp Avenue CONDUCTING THE TE5T,AND SHALL BE 1/2" WATERPROOF GYP. 53-12 68th Street Medford,NY 11763 OR REPRODUCTION OF THIS DOCUMENT IS, EXPANDING FOAM Maspeth,NY 631-730-1262 ALSO PROHIBITED WITHOUT THE WRITTEN PROVIDED TO THE CODE BOARD TO INTERIOR(GREEN UNDER TUB 718-637-4435 CONSENT OF THE ARCHITECT. ENFORCEMENT OFFICIAL. BOARD) A PERMANENT CERTIFICATE -__ _.._.._-:� �_ - __ _ .._,..._�_.,.._......_...u.... _A._..u.�,..... _. EXTERIOR SHEATHING GLUED OR-----' SHALL BE COMPLETED BY THE GONTINUOU5 SEALANT AT BAT�TnINSULA1TIION BETWEEN J015T5 Compliance: 5.4%Better Than Code Maximum UA: 203 Your UA: 192 MaximumSHGC: 0.40 YourSHGC: 0.26 UNDER BATT? TUB The%Better or Worse Than Code Index reflects how dose to compliance the house Is based on code trade-off rules. GASKETED TO TOP PLATE BUILDER OR REGISTERED DE51 G N LOGATIDNS INDICATED It DOES NOT provide an estimate of energy use or cost relative to a minimum home. CONSULTANTS: PROFESSIONAL AND POSTED ON 2"RIGID INSULATION BOARD Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade A WALL IN THE SPACE WHERE THE AT RIM J015T5 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. FURNACE 15 LOCATED, A UTILITY TAPED OR SEALED JOINTS IN ROOM OR AN APPROVED Envelope Assemblies EXTERIOR SHEATHING LOCATION INSIDE THE BUILDING. BATHTUB SURROUND INSULATION DETAIL 77 �1 5GALE: N.T.5. fate -¢ t` ` L Ceiling:Flat Ceiling or Scissor Truss 1,202 30.0 0.0 0.035 0.026 42 31 EXTERIOR SHEATHING GLUED OR Wall:Wood Frame,16"o.c. 1,202 15.0 5.0 0.053 0.060 54 61 GASKETED TO BOTTOM PLATE ROOF 5HIN6LE5 SEE ROOF PLAN FOR ADDITIONAL Door:Solid Door(under 50%glazing) 36 0.400 0.320 14 12 Imo• Window:Wood Frame PROVIDE ICE E WATER SHIELD TO 24'INSIDE EXTERIOR SHGC:0.26 142 0.310 0.320 44 45 WALL'OVER ALL FLASHING AND WrrER ATTAGM[ENT HARDWARE IN AGCORDANGE WITH SECTION 905.2.1.1 W5 Floor:All-Wood Joist/Truss 1158 30.0 0.0 0.033 0.047 38 54 7O CODE) Floor 1:Slab-On-Grade(Unheated) 2'X ROOF RAFTERS.SEE PLANS FOR ADDITIONAL INFO. Insulation depth:3.0' 24 15.0 0.660 0.700 0 0 MAINTAIN I'AIR5AP FOR ROOF VENTING.PROVIDE Insulation position:Horizontal Insulation Arm ELATION BAffLE5 AS i2EMIRFD. Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other EXTERIOR SHEATHING GLUED OR mwm 0)LAYER OF KRAFT FACED BATT INSIAATION BETWEEN calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in GASKETED TO SILL PLATE CEILIN6 JOINTS AND 0)LAYER OF LINFAC37 BATT REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. INSULATION PERPENDICULAR TO GEILI%JOISTS.SEE 5ECTIONS FOR ADDITIONAL INFO T H25 HuSrA�STRAPSe RAFr� Name-Title Signature DateMJ55OTHE HOLD SEE PLATE INSTALLED OVER51LL R16V INSULATION. GASKET 6aTER.SEE ROOF PIAN FOR ADDITIONAL INFO, Project Notes: GONTINUOUS SPR A FOAM SFAIANT IX-PRE-PRIME)FA50A BOARD-WAP W ALUM. Energy calculations for remodeled house. AT THE TOP OF ALL WALLS FASCIA CADDIN6 TYP.TtROU6HOUT UNLESS ✓`�4-VV NOTE: SHADED COMPONENTS GONmwous CA"OR SPRAY FOAM OTHER1,115E NOTED R 5EALAHr 1/2"DRIP WISE TYPICAL Project Title: Kathy Hughes residence Report date: 01/10/24 DESIGNATE AIR FLO RETARDER (2)2'X4'TOP PLATE WITH SEAL. CONT.ISOFFIT VENT WITH PERFORATED SOFFIT Data filename: Pagel of 9 PES MATERIAL OF APPROV KRAFT FACED BATT INSULATION.SEE EXTERIOR L� T MESH,OR SGREENTD SYSTEM VINYL SOFFIT,SEE PRANN6 1��)p' .t 5EGT1oN5 FOR ADDITIONAL INFO. WOOD STIRS.SEE CONSTRUCTION PLAN. 7 5101%.SEE ELEVATIONS. .".- 1/2"GYPSUM WALLBOARD I I INSIAAIION. 'TYVEK'HOUSE WRAP OR EQUAL. _ ) INTERIOR U2'EXT.GRADE PLYWOOD. RES—CHECK COMPLIANCE SHEET s . AIR BARRIER DETAILS & NOTES 2X4 EXTERIOR WALL WITH VINYL SIDING w .:,c�, FOR AIR SEALING REGT11R13,ENT5-NOT TO SCALE I HEREBY CERTIFY COMPLIANCE WITH ENERGY STAR BY THE FOLLOWING METHOD:COMPLIANCE WITH 2015 NY5 ENERGY GORE BY THE FOLLOWING METHOD. 10.ALL WINDOWS AND SKYLI6W5 MUST BE ETER6Y STAR QUALIFIED OR MEET ALL SPE61FIGATIONL5 FOR DeVeN CONFORMS TO THE REQUIRE1ENT5 STATED IN TABLE 402.12 NYS ENERGY GORE ENERGY STAR QUALIFIED WINDOWS. WINDOWS IN CLIMATE ZOW5 2 AND 4 MU15T EXCEED EWROY STAR 0 THE THERMAL ENVELOPE REQUIREMiENTS MEET OR EXCEED SECTION N1102 OF THE 2015 IRC,. SPECIFICATIONS(CLIMATE ZONE 4:U-VALUE%%U<%%U 0.40 AND 916C%%IX%%U 0.45) VISIT COMPLIANCE DETERMINED BY MEETING PRE50RIP7IVE INSULATION REQUIREMENTS BY USING A TOTAL H&LENER6Y5TAR.60V/WINDONI5 FOR MORE INFORMATION ON ENERGY STAR QUALIFIED WINDOWS. UA ALTERNATIVE(SEE RESGNEGK FOR VANES) II. ALL DECORATIVE 61A55 AND 5KYLI64T WINDOW AREA COUNTS TOWARD THE TOTAL WINDOW 2) THE ELECTRICAL t VENTILATION SYSTEMS MIST MEET OR EXCEED THE REQUIREMt$NT5 AS NOTED AREA BELOW. b. IN HRG CLIMATE ZONE 4A AN IMPROVED WINDOW U-VALUE 15 REWIRED AND 15 DETERMINED BY: 3) EQUIPMENT EFFIGIENGY STANDARDS SHALL MST OR EXCEED THE REQUIREMENTS OF THE LOCAL REQUIRED U-VAL.UE=[O.IS/NFA]x[ENERGY STAR U-VALUE]WHERE THE ENERGY STAR U-VALUE 15 THE MINIMUM BUILDER OPTION PACKAGE STANDARDS PRESCRIPTIVE ALLNOTM BEAN REQUIRED U--VALUE OF THE CLIMATE-APPROPRIATE WINDOW 5PC-CIFIED IN THI5 BOP. WALL GONNEGTI ON TO B ALL WI PTIO14i TO BE EN8R ES STAR LABELED WITH A MAXIMUM U FACTOR OF 031 WITH A SFlI�G OF 029 12• UP TO 0.-15%NFA MAY BE USED FOR DECORATIVE 6LA_%THAT DOES NOT MEET ENER6Y STAR PLATFORM REWIRETENT5. FOR EXAMPLE,A HOME WITH TOTAL ABOVE-611RADE CONDITiONEDD FLOOR AREA OF 2,000 0. MAY HAVE UP TO 15 s.f.(035%OF 2,000)OF DECORATIVE 6LA55. R-15 3" RIGID INSULATION. V BATT INSULATION BETWEEN EiEROY STAR GUALIFIED,HOMES 13. To DETERMINE DOMESM HOT WATER 0"EF REWIREMENTS FOR ADDITIONAL TANK 512E5,USE THE AIR SEAL THE TOP OF ALL ALL SEAMS AROUND GEILING JOISTS SEE NATIONAL BUILDER OPTION PAGKACGE 6A5 OW %W%%U Ob9-(0.002 x TANG GALLON CAPACITY) ELECTRIC DHW EF%%IA%%U OAT- SEAL 5EAL INSULATION WITH INTERIOR WALLS/ATTIC SECTIONS NK(ODOI x TAGALLON CAPACITY) RIOIDSPRAY FOAM INTER5EGTION5 FULLY WITH MIXED AND GOLD GLIMATE5(2015 IPG CLIMATE ZONES 4A) 14.IN HOMES WITH 6A5 OR OIL HYDRONIG SPACE HEATiN6,WATER HEATING SYSTEMS MUST HAVE AN SPRAY FOAM. SEAL ALL COOLN5 R16W SIZED* 13 SEER AIG 04 SEER/115 EER/85 HSPF)* EFFICIENCY%%Ib%%U 0.78 EF. TH15 MAY BE MEr THROUGH THE USE OF AN INSTANTANEOUS WATER HEATING ELECTRICAL PLUMBING, ETC. EQUUIPMENT N-ERE ENERGY STAR QUALIFIED HEAT PUMP SYSTEM OR AN INDIRECT STORAGE SYSTEM WITH A 1301LER THAT HAS A SYSTEM EFFICIENCY%%IA%%U 85 AFUE 6 TOWN OF SOUTHOLD 1/24 CONTINUOUS CAULK OR PENETRATIONS INTO ATTIC PROVIDED) HOME WITH TANKLE55 COIL HOT WATER HEAIIN6 SYSTEM CAN NOT BE GVALIFIED U51N6 THIS BOP, Bur SUB. #1 1 SPRAY FOAM SEALANT AT ENERGY STAR QUALIFIED 6A5 FURNACE 90 A CAN EARN THE LABEL U51N5 THE ENlE11W STAR PERFORMANCE PATH REQUIREMENTS. 77 ALL TOP PLATES AND 51LL TOP PLATE HEATING OR ENERGY STAR QUALIFIED NEAT PUMP(5EE NOTE 3 FOR SPECS) 15. ANY COMBINATION OF ENERGY STAR QUALIFIED PRODUCTS LISTED MAY BE INSTALLED TO MITT THIS 5 REMOVE ADDITION, PLATES EQUIPMIENT OR ETER6Y STAR QUALIFIED BOILER A (65 INLINE FANS.TENERSY STAR QUALFIi3D L16WINS FIXTURES INSTALLED IRNNT��WINS LOCATIONS HEALTH DEPT REDESIGN M No 11/23 OR ENERGY STAR QUALIFIED OIL FURNACE(85 AWE,) 1/2" GYPSUM WALLBOARD TT fCRMOSTAT ENERGY STAR GIUALIFIED THERMOSTAT(EXCEPT FOR ZONES W/RANI kNT HEAT) SHALL NOT BE COUNTED.5TORA&E ROOMS(ag.,CLOSETS,PANTRIES,5HM5)OR 6ARA(SE5. ELIGIBLE APPLIANCES INCLUDE ENBR6Y STAR QUALIFIErf REFR166RATORS,P15H WASHERS AND WA5HNN6 MACHINES 4 HEALTH DEPT. DUCT WORK <4 cfm TO OUTDOORS/100 s[L K AND LEAKAGE R 6 min. FURTHER EFFICIENCY AND 5AVIN65 GAN BE ACHIEVED BY IN5TALLIN6 E EIROY STAR 6UALIFIED 5/23 4,s INSULATION ON DUCTS IN UNCONDITIONED SPACES REVISION 2X4 HOOD STUD INFILTRATION AGI-50): b In CLIMATE ZONES 3-4 AND PRODUCTS,IN ADDITION TO THIO�,E REQUIRED(e g.,ADDITIONAL LI6HTTN6, CONTINUOUS CAULK OR — ENVELOPEC 7 * INSULATION LEVELS THAT MEET OR EXCEED THE 2004 IRCe,6tQ Ib. EFFICIENT LIC+MN6 FIXTURES REPRESENT A 516NIFIGANT OPPORii)N17Y FOR PERSISTENT ENERGY SAVIN65 3 HEALTH DEPT. 12/22 SPRAY FOAM IN ALL SEAMS z_ • GOMPLET THERMAL BYPA55 INSPECTION CHECKLIST' AND A NEANIN&FUL WAY TO DIFFERENTIATE ENERGY STAR QUALIFIED HOMES FROM THOSE MEETING REVISION OF 5UBFLOOR TO CREATE WINDOWS ENERGY STAR QUALIFIED WINDOWS OR EERIER MEGHANICAL VENTILATION: d (ADDITIONAL REWIREMENT5 FOR 072 AND G2!4)L tQ AUTOMATICALLY CONTR0LLEV MW4MICI,AL VIEN ILATION 5 L VE INLSTALLEP TO MMT nE 2 HEALTH DEPT. SUB. 10/22 AN AIR SEAL FROM FIRST / / / /i FLOOR TO BASEMENT /\\�\\�\\� t3„ FTABLE MB RE3N) 5 R FOR DE515ft ADR FLOW CONDOC REVIEW 6A5 40 GAL=Obl 60 GAL=05l 80 GAL=053 � WATER HEATER ELECTRIC(EF): 40 GAL=0.93 50 GAL�D.q2 80 GAL=Ob9 TABLE MI5m33(I)NT5 RES.coDE OIL OR 6A5 INITE6RATED WITH SPACE HEATING BOILER �nN,01 WHOLE401.E WGOANIGAL VENTILATION SYSTEH AIRi.OW RATE REQUIRM4NM 1 DESIGN 8/22 AIR SEALING AT INTERIOR WALLS/ATTI G L161.n-IN6 AND�, ,� FIVE OR MORE RNER6Y STAR QUALIFIED APPLIANGE5,L16W FIXTURES, for.54,I aquae foot.ODg24 m2,I rlbiC rook mtute oDooa-nq ttab• SUBMISSION (2) 2Xb AC-0 SILL PLATE a /\�/\� 5GAi_Er N.T.S. APPLIANCES CEILING FANS EQUIPPH2 WITH LIeWIN6 f9XR RES AND/CMZ VENTILATION FANS HITH CONTINUOUS ALUMINUM ° ENERGY STAR QUALIFIED HOMES NATIONAL BUILDER OPTION PAGKA6E t f No. Revision/Issue Date TERMITE SHIELD AND SILL a SEAL INSULATION ��� 1. THIS PRO,IEGT 15 IN CLIMATE ZONE 4A,,AS DETERMINED BY THE 2015 INTERNATIONAL RESIDENTIAL CODE Airflow in CfH T5 ROSEBERY ARC),FIGURE NI1012. I I-3 45 60 75 40 105 2. COOLING EQUIPMENT SHALL BE SIZED AGGORDIN6 TO THE LATEST EDITIONS OF AGGA MAWALS J t 5, A5HRAE HANDBOOK OF FUNDAMENTALS OR AN EQUIVALENT PROCEDURE. MAXIMUM OVERSIZIN6 001 LIMIT 6, -7,500 90 105 12090 135150 ARCHITECTURAL PLATE FOR AIR GONDITIONER5 AND NEAT PUFOLLOW11,163,NT 15 15%%%. THE FOLLOOPERATii2 CONDITIONS SHALL BE 1,35 150 W5 AIR SEALING AT �'1 LL PLATE USED 1N TiE SIZING,CALCULATIONS AND VERIFIED"FERE REVIEWED BY THE RATERt OUTDOOR TEMPERATURES SHALT..BE TWE 019.0%ND 10%DE-SIGN TEMPERAWRES,AS PUBLISHED IN THE A5HNRAE TAM"T33(Z STUDIO 5GALE: N.T.5. HANDBOOK OF FUNDAMENTALS FOR THE HIOME's LOCATION OR M05T REPRESENTATIVE CITY FOR WHICH NT�T�T WHOLE-rkr1SE MECHANICAL VENTILATION RATE FACTORS(a,W M616N TEMPERATURE DATA ARE AVAILABLE;INDOOR TEMPERATI RES SHALL BE-I5 F FOR GO01LING AND 70 F MWT1111E��'4�W� M FOR HEATING INFILTRATION RATE SHALL BE 5RB'TED,AS'TIGHT"OR THE EQUIVALENT TERM. IN 5PEGIFYIN6 a IA 1029 S I P P AVENUE EQUIPMiENTT,THE NEXT AVAILABLE 51ZE MAY BE USED. IN ADDITION,INDOOR AND OUTDOOR COILS SHALL BE MATCHED IN ACCORDANCE WITH ARI 5TANDARDS. A.FOR VMI ATION SYSTe-t R>M TME VAl-11rs eErNEEN MSE rIVM THE FACTORS ARE M E D F 0 R D N.Y 11763 3. HIONES WITH HEAT PUMPS IN CLIMATE ZONE 4 MUST HAVE AN HSPF%W4%U 85,WHICH EXCEEDS THE FC-IZHMTtID TO 13E DETRMIiNED BY INTERPOLATION , R-15 3" RIGID INSUILATION. EHEZ6Y STAR MINIMUM OF 8,2 HSPF. IN HOMES WITH HEAT PUMPS THAT HAVE PR06RAMMABIF B.EXTRAPOLATION BEYOND Tff TABLE 15 FROfI®"ID. PHONE: (631) 730-1262 SEAL ALL 5EAM5 AROUND THERMOSTATS. IN HOMES WITH HEAT M45 THAT HAVE THERMO5TAT5,THE THERMOSTAT TABLE MI5MA MUST HAVE"ADAPTIVE RECOVERY'TEGHNOL06Y TO PREVENT THE EXCESSIVE USE OF ELECTRIC BACK-UP MNIR M REMIRM LOCAL E*W6T RATES FOR OtE-AND TWO-FAMILY RIGID INSULATION WITH ,xTIN6. OPEIIIN05 FAX: (631) 730-5476 SPRAY FOAM 4. DUGT5 MUST BE 5FAL.ED AAD TESTED TO BE%%U<%%U 4 GFM TO OUTDOORS/100 S.F.OF CONDITIONEi? For 51,I cubic root Per mtute-0.0004719 m3/s. FLOOR AREA A5 DETERMINED AND DOCUMENTED BY A CERTIFIED RATER U51NO A APPROVED OR AREA TO BEE,aOMTE, TRATE, E-MAIL: rosebery@optonline.net EQUIVALENT A5TM-APPROVFA TESTING PROTOCOL. DUCT LEAKA6E TESTI%GAN BE WAIVED IF ALL DUGT5 Kilichen 100 cpn btermittent or 25 eft contlroars WEBSITE: AND AIR HANDLING EQUIPMENT ARE LOCATED IN CONDITIONED SPACE(ie.WITHIN THE HOMES AIR AND Battroans-Toilet Roans Mechmlwi exlnist capacky of 50 crm CONTINUOUS CAULK OR THERMAL BARRIERS) ND ATHE ENVELOPE LEAKAGE HAS BEEN TESTED TO BE t 3 ACH50 OR (025 CFM 50 hkyffl &d or 20 cfm c°ntintaua www.roseberyarchitect.com SPRAY FOAM 5EALANT AT EA I N� H� f REQUIRE LOCATING DUCTS WITHIN THE HOME.GONDMONED SPAGE NOTES: ALL TOP PLATES AND SILL 0s.INSIDE THE AIR AND THERMAL BARRIERS)AND USIN6 A MINIMUM OF R-4 INSULATION FOR DUGT5 Project Name and Address PLATES INSIDE THE CONDITIONED SPACE TO PREVENT CONDENSATION. FOR HOMES WITH EXHAUST ONLY MEGHANICAL VENTILATION SYSTEMS,VENTILATION FANS SHALL BE 6. ENVELOPE LESAKA6E MUST BE DETERMINED BY A RESNEr-CERTIFIED RATER U51146 A RESNET-APPROVED ENERGY STAR LABELED(ENERGY RECOVERY VENTILATORS AND REMOTE/IN-LINE FANS ARE EXEMPT) HUGHES RESIDENCE CONTINUOUS iN,-CAULK OR TE5TIPROTOCOL. THE VENTILATION SYSTEM SHALL BE INSTALLED TO OPERATE AUTOMATICALLY WITHOUT OCCUPANT SPRAY FOAM IN ALL SEAMS, RECOMMENDED TO ENSURE CONSISTENT EXCHANGE OF INDOOR AIR,WIHOLE-HOUSE MECHANICAL VENTILATION 15 INTERVEN„OtN. HOWEVER,A READILY ACCESSIBLE CONTROL SHALL BE PROADM TO THE OCCUPANT- ADDITION&ALTERATION RECOMMENDED E iL r NOT REQUIRED. EXAM-ES OF COMMONLY AVAILABLE CONTROLS ARE PROVIDED IN THE SAMPLE VENTILATION GUT SHEET. OF SUBFLOOR TO CREATE 6. INSULATION LEVEE OF A HOME MU5T M Eff OR EXCEED SECTION 1,11102 OF THE 2015 IRO.THESE SECTIONS PROVISIONS SHALL BE MADE TO ENSURE SUFFICIENT MAKE-UP AIR 15 PROVIDED TO TIE BTALDIN6 AN AIR SEAL FROM FIRST ALLOW FOR GOMPLIANGE OT BE DETERMINED BY MEETi1,I6 PRE5GRIPTNE INSULATION REGUIREME105 BY U511,16 Num AIR 15 EXHAUSTED IN AGGORDANCE WITH THE REWIREMENTS OF CHAPTER Ti OF THE TO EXISTING RESIDENCE. U-FACTOR ALTERNATIVES,OR BY U511469A TOTAL UA ALTERNATIVE. THESE SECTIONS AL50 PROVIDE RESIDENTIAL GORE OF NEW YORK STATE OR CWPTER 1 OF THE MECHANICAL GORE OF NEW YORK STATE. FLOOR TO BASEMENT 6UIDANGE AND EXCEPTIONS THAT MAY 13E USED. HOWEVER,NOTE THAT THE U-FACTOR FOR 5TFgfRAME ELECTRICAL kwh SAVINGS: (500 kWh SAVINGS MINIMUM) ENVELOPE ASSEMBLIES ADDRE55M IN SECTION N1102 SHALL BE CALCULATED U511,16 THE ASHRAE ZONE A) E E:GTRIGAL SAVING LEVELS GAN BE AGHIEVED BY INSTALLING A MIXTURE OF GOM'AGT FLIO 2ESGEW METHOD OR A METHOD PROVIDING EGUIVA1_ENT RESULTS AND NOT A 5ERIE5-PARALLEL PATH CALCULATION LAMPS,FLUORESCENT 1.161-11-IN5 FIXTURE,EFFICIENT APPLIANGE5,CEILING FANS EQUIPPED WITH EFFICIENT 1025 STERLING RD. METHOD AS 15 STATED IN THE CODE. ADDITIONALLY,SECTION N1102,WEIGH ALLOWS FOR THE REDUCTION OF LIC*MN6 FIXTURES AND FURNACE OR AIR HANDLER EQUIPPED WITH VARIABLE SPEED EGM MOTORS. CEILING INSULATION IN SPACE CONSTRAINED ROOF/CEILSHALL6 ASSEMBLIES SHABE LIMITED TO 500 5F.OR CUTCHOGUE, NY 11935 20%%%OF CEILING AREA,NMHICHEVER 15 LESS. IN ALL GASES INSULATION SHALL BE I1,15PECTE37 TO 6RADE I B) ALL LI6HTIN6,APPLIANCES,CEILINH9 FANS EQUIPPID WITH EFFICIENT LIChMN6 FIXTURES AND INSTALLATIONN :SSA5 DEFINED IN THE RESNET STANDARDS BY A RESNIET�ERTIFIED RATER WITH THE rOLLOWINs EXC0) ENERGY STAR LABELED LIGHTING FIXTURES AND L4MP5(CFL9)SHALL 13E INSTALLED IN NIGH U5A0=- TOWN OF SOUTHOLD AIR SEAL I NC AT IrLOOR TO FLOOR AIR SEAL I NC AT BASEMENT TO FIRST FLOOR I. RIM/BAND JOISTS-THE INTERIOR 5HEATHIN6/ENGLO5URE MATERIAL 15 OFrIONAL IN ALL CLIMATE ZONES, AREA IN ORDER TO COUNT TOWARDS THE REQUIREMENTS 0,e.PRIMARY LIVING SPACE, INCLUDING,FINISHED 5GAL.Er N.T.S. 5CAL.E: N.T.5. II. WALL INSULATION-PROVIDED SUN-ITHE INT132ADEGUOR 5HEA�M6�05URE MATEMEETS RIRIAL I55OOPTE OPTIONAL IN IN G MATE ZONE5 I3 BASEMENTS, CLOSETS AND OUTDOOR LI6H1IN6. EXCLUDE CLOSETS, 6ARA6E5 AND UNFINISHED SCTM. NO. 1000-104-1-27 PROVIDED INSUATiON 15 ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQi/1REMEIM. D) LI6HTIN5,APPLIANCE AND FURNACE OR HANDLER VARIABLE SPEED EGM MOTORS WILL BE CREDITED WITH III. SEALED,UNVEdTED ATTIC/ROOF A55E-iBLIE5-THE INTERIOR SHEATHIN6/ENGLO5URE MATERIAL IS D) _16WINSAVIN6f APPLIANCES TO THE TABLE BELOW, Project Sheet OPTIONAL IN CLIMATE ZONES 13,PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MENS All OTHER RrGUIRe-iENT5,IINCLUDIN6 FULL CONTACT WITH THE EXTERIOR OROOF)SHEATHING,. EINER6Y STAR EOM 2022-36 N. FLOOR INSULATION OVER UNGONDITIONED BASEMENTS OR ENCLOSED CRAWL SPACES,EITHER VENTED OR LABELED LASERING ENMW STAR LABELED APPL1ArIC-5 I MOTORS UNVENTF.D,NEED NOT BE ENCLOSED(THOUGH FLOOR INSULATION OVER AMBIENT CONDITIONS DOES) OWCUVIF16 LI6KnN6 IN CA-e.FANS) ENER& FEIDT � Date NOTE THAT TE FENESTRATION EGUIREMENT5 OF TIE 2015 IRC DO NOT APPLY TO THE FENESTRATION LABELED D LgggLABEL-ED EN REQUIREMENNi5 OF THE NATIONAL BUILDER OPTION PAGKAeE. THEREFORE,IF UA CALCULATiONS ARE LAMPS a (5GIR61- FIXTUREri 16f92AT FTZEEZE'FR DISH WASHER LOTHES kwh PER AIR 022 PERFORMED,THEY MUST USE THE ERG REQUIREMENTS(WITH THE FXC3''T10N OF FENESTRATION)PLUS LIE BASED CFL"BULBS) HANDLING uwr FENESTRATION REQUIREMENTS CONTAINED IN THE NATIONAL BOP. FOR MORE INFORMATION,REFER TO THE 'GODE5 AND STANDARDS INFORMATION'DOCUMENT. Scale 50 krh EACH "15 kWh F_AGH wtt 100 kEACH 50 Iwh EACH 50 kwh EACH -D5 krlt EACH 9. THE THERMAL BYPASS INSPECTION CHECKLIST MUST BE GOMPI_ETED FOR HOMES TO EARN THE ENED6Y STAR LABEL. THE CHECKLIST REQUIRES VISUAL INSPECTION OF FRAMING AREAS WHERE AIR BARRIERS ARE L THE TERM ENERGY STAR LABELED APPLIANCE DOES NOT INCLUDE HVAC,EQUIPMENT AS USED FOR THE PURPOSE AS NOTED GOMMONLY M55ED AND INSPECTION OF INSULATION TO ENSURE PROPER ALIGNMENT WITH AIR BARRIER5,THUS OF THI5 PRO69AM. 5ERVIN6 A5 AN EXTRA CHECK THAT THE AIR AND THERMAL BARRIERS ARE GONTINAOU5 AND COMPLETE. 2. A MAXIMUM OF 6 LAMPS WILL COUNT TOWARDS kwh SAVINSS. Drawing ENERGY CODE ENERGY CODE COMPLIANCE DETAIILS