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HomeMy WebLinkAbout50256-Z TOWN OF SOUTHOLD � �rrat BUILDING DEPARTMENT a � a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50256 Date: 1/26/2024 Permission is hereby granted to: O'Neill, Patrick 91 Bulson_.Rd ...... Rockville Centre, NY 11570 To: Demolish existing dwelling and construct a new single-family dwelling to included HVAC system and outdoor shower as applied for per SCHD approval. At premises located at: _�............m. ... 725 MasonDr, Cutch. ogue .. ee............................... .............._ �.................m_._. _ .. . �.._ SCTM # 4738. 8.9........................... .. � _»>_. ..... � �.._ .........�_ Sec/Block/Lot# 104.-5-24 and approved by the Building Inspector. Pursuant to application dated 11/28/2023.................. To expire on 7/27/202.6............... Fees: DEMOLITION $685.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,272.50 CO-NEW DWELLING $100.00 ...........____-- Total: $4,058.10 ...........................................�...... Building Inspector 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) 765-9502 httVs://www.Southo1dtownny•`o Date Received APPLICATION FOR BUILDING PERMIT 7 For Office Use Only p PERMIT NO. V Building Inspector: lj 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: OWNER(S)OF PROPERTY: Name: FA ® i C— �i� -]-- SCTM#1000- 1041 Project Address: -I'LV2- M 119° ,►—� Phone#: �' Email: �j-��,lil(o y tI Cp1Y1 r 99k-oma' y Mailing Address: 91 VZAALJ�z0N OAA \hLLC- CeRI-RIE CONTACT PERSON: Name: _ wmk `lp—c1 Mailing Address: kDp -a'AL/qo-j Phone#: Email: f DESIGN PROFESSIONAL INFORMATION: I Name: �( Mailing Address: UC, ROAD GRO*Au i 1vlyl tk 14tD Phone#: GSL) rJ�— �S Email: , �j(-tile(G�►i 2C �. a1ylX�� � CONTRACTOR INFORMATION: Name: � 7\ ©� Mailing Address: V70, Phone#: ���` 1�7 ✓L�� Email: �"'Wn'ANJ�CAIL,60ty-\ DESCRIPTION OF PROPOSED CONSTRUCTION gNew Structure ❑Addition ❑Alteration ❑RepairNemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded?, Yes 0N Will excess fill be removed from premises? ❑Yes�Vo 1 PROPERTY INFORMATION ExistingL%(MZ111-144 use of roe Intended use ofproperty property:rty: &VGLf �1i.L`� D�d�k � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to N� this property? ❑Yes,*o IF YES, PROVIDE A COPY. Check Box After Reading;ing; The owner/conbactorldesign professional is responsible for all drainage and storm water issues s provided by Chapter 236 of the Town Code.APPUCATI©N 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,Suffoik,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 appricant agrees to comply with all applicable laws,ordinances,build'urg code, housing code and regulations and to admit authorized inspectors on premises and in buildirrgls)for necessary inspections.False statements made herein are punishable ass Class A misdemeanor pursuant to Section 216.45 of the New York State Penal Law. Application Submitted By prt name : Or authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OFR-n?—R 1W, VAI being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the &� wie�� (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 e7 day of 20Q-3 Notary Public DAWN MARIE GUARNERA Notary Public-State of New York NO.01GU6412483 Qualified in Suffolk county PROPERTY OWNERAUTHORIZATION 11y commission Expires Dec 28, 2024 (Where the applicant is not the owner) �n. i N� ►tS'7t i, eA d residing at 1. " do hereby authorize 'Fre&c r to apply on my behalf to the Town of Southold Building Department for approval as described herein. �.er''s Si attire Date DIA Print Owner's Name CGenerated by REScheck-Web Software �(J Compliance Ce fca e Project 725 Mason Drive Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,090 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 725 Mason Drive O'Neill/Rooney Residence Fredrick Weber Cutchogue, NY 11935 631-754-5555 fweberarch itectoyahoo.com Compliance: 10.7%Better Than Code Maximum UA: 478 Your UA: 427 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on...girade'tr°adeoffs are no longer consWer•ed Urn the UA or Iperformarace compliance path lira REScheck. Il:Eaci'i Slab...on.grade assembly Hn the specMed cHrnate zone must meet the irnin'k nurn energy code lnsuRatt:lon R vaMuue and depth reglAirerrients. EnvelQpp. AssamhlleS • . . • -. .. Ceiling Hot Roof: Cathedral Ceiling 2,681 38.0 0.0 0.027 0.026 72 70 Wall:Wood Frame, 16"o.c. 2,445 27.0 0.0 0.051 0.060 96 114 Door:Glass Door(over 50%glazing) 236 0.300 0.320 71 76 SHGC: 0.30 Window:Vinyl Frame 317 0.300 0.320 95 101 SHGC:0.30 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 1,863 0.0 14.0 0.047 0.059 86 109 Depth below grade:8.0' Insulation depth: 9.0' Window:Vinyl Frame 24 0.300 0.320 7 8 SHGC:0.30 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 11/14/2023 Name-Title Signature Date Project Title: 725 Mason Drive Report date: 11/1423 Data filename: Pagel of 9 REScheck Software Version REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Pre-Inspection/Plan Review ------- _�__._ �._�.___IC-1— Plan, Verified Field Verified ompl�es? mments/Assumptions Value Value 6 Rei IU . 1103.11 03.2 Construction drawings and Complies Requireet. Requirement will be met. ... ..� .�� �� 4 ire documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the V, building envelope.Thermal [-]Not Observable r 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 for [PR3]1 lighting and mechanical systems. . ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC .aa e `Commercial Provisions_ 302.1, Heating and cooling equipment is Heating: Heating: a❑Complies Requirement will be met. 403.7 sized per ACCA Manual 5 based Btu/hr Btu/hr IlDoes Not [PR2]2 on loads calculated per ACCA Cooling Cooling to,, Manual J or other methods Btu/hrBtu/hr ❑Not Observable Btu/hr- approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1HiHigh .u_ . ) 3 Low Impact(Tier 3) gh Impact(Tier 1) 2 Medium (Tier ..._ _ _.__ Project Title: 725 Mason Drive Report date: 11/1423 Data filename: Page 2 of 9 section Plans Verified Field VerifiedFoundComments/Assumptions 402.11 1 Conditionedabas basement wall n R Value mm.mmm R Value ❑Comm elseS seen he Envelope Assemblies mmry� p mmen s s p [FO4]1 insulation R value.Where interior R_ R_ ❑Does Not table for values. ani insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. W _ ............. 303.2 Conditioned basement wall ❑Complies Requirement will be met. [FO5]1 insulation installed per ❑Does Not ' manufacturers instructions. p� ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wallet. ft ft mm.000 .w. ❑Complies ;See the Envelope Assemblies [170611 insulation depth of burial or ❑Does Not table for values. distance from top of wall. W� ;[]Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies Requirement will be met. [FO12]2 controls installed. ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 3 of 9 Se#Ion (Framing / Rough-In Inspection Plans VlVaiue ied FieIValue lu Verified ! Complies? Comments/Assumptions .,...m_.�. ,qen ElCo lies the 4402.1.1, Glazing 02.3.1, average),-factor(area-weighted U-- .,.._.___ D ❑DompNot Seetablfor Envelope es 402.3.3, 402.5 ❑Not Observable [FR2]1 '❑Not Applicable i n i 303.1.3 LI-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies ',Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. a ❑Not Observable ? ❑Not Applicable _ 402.4 3 Fenestration"that is not site built ❑Complies :Requirement will be met. ._." [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-IC-rated recessed lighting fixtures "[]Complies Requirement will be met. [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 �'Supply and return ducts in attics '❑Complies Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the >= 3 inches in diameter and >= building envelope. a , ;❑Not Observable ; R-6 where <3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 :Ducts, air handlers and filter ❑Complies tException: Requirement is [FR13]1 boxes are sealed with ❑Does Not not applicable. joints/seams compliant with International Mechanical Code or ❑Not Observable Residential Code as- ❑Not Applicable :International applicable. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ; :..403_ ❑Not Applicable 3.7 Ducts declared to be within the ❑Complies Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not �o completely within the continuous air barrier and within the building ❑Not Observable i thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>= to the proposed ceiling insulation R-value, less the R value of the insulation on the g p Medium Impact(Tier 2) 3 Low Impact(Tier 3) (Tier 1) 2 .w_ Project Title: 725 Mason Drive Report date: 11/1423 Data filename: Page 4 of 9 5'action Plans Verified Field Verified Framing,I Rough-In Inspection Value Value Complies? Comments/Assumptions . 403. conveying-- 4' HVAC m fluids R- _p.. R- ......... .......m .n_ _❑..C._o_ mpiies Requirement will be meta (FRz above 105 F or chilled fluids '❑Does m Not below 55°F are insulated to zR- k" 3 QNot Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. {FR2411 piping. ❑Does Not � ❑Nat Observable []Not Applicable 403;5.3 Hot water pipes are insulated to R- R ,❑Complies Requirement will be met. CFIt'1812, aR-3. ❑Does Not �ONot Observable _.... .......... ❑Not Applicable 403,6 Automatic or gravity dampers are" ❑Complies Requirement will be meta (FR 12 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional CommentslAssumptions: 1High Impact('T'ier t) Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 5 of 9 ion Ins Section _.. p Gslarwalurfarad Fiel Defied _ .. �......._ .. ..._m., ... .._Comments/Assumptions. Insu ReD .. ,� .wro.oM�. .._ . .. 303„ _ All installed itinsulationeis labeled ❑compli complies? ;Requirement will bmet (IN1;312 or the installed R-values []Does Not provided. ❑Not Observable ❑Not Applicable 402,11, Wall insulation R-value. If this is a R- R ❑comples ;see the Envelope Assemblies 402:2.5, mass wall with at least�/z of the ❑ Wood Wood ❑Does Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass Mass ,❑Net Observable (IN3)3 exterior,the exterior insulation ,i�� requirement applies(FR10). E] Steel E] Steel Ns t Applicable 303.2 Wall insulation is installed per ❑cormplies Requirement will be met. (IN4)1 manufacturer's instructions. ❑Does Not (; Not Observable ❑Nat Applicable Additional Comments/Assumptions: 1 Iii h Gm ac ac � �p� �t(Tier 1) ,2 Medium Imp Low Grrwpact(Tier 3) Project Title: 725 Mason Drive Report date: 11/1423 Data filename: Page 6 of 9 Section w.u......p. p Value Value ' Comments/Assumptions &� i Final Inspection Provisions pians Verified � Field Verified Complies? � I � s 402.1.1, Ceiling insulation R value. R �� �, R ❑Compli ;See the Envelope Assemblies 402.2.1, E] Wood ❑ Wood !❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, ',Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every []Not Observable 300 ft2. ❑Not Applicable 402.2.3 insulationted tics with baffle ac le Complies Exception: Requirement is z ®Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R ,❑Complies Requirement- i-e��--� met. will be m [F13]1 insulation zR-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 Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable " 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 '❑Complies 'Exception:All ducts and air (FI27]1 'determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Totalconditioned space. leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:All ducts and air [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not `handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable ; tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [17124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 4 O33.1.1 installed for thermostats of srimar � ❑❑DoespNot q nt will be met. ProgrammableRequirement �- � z primary heating and cooling systems and initially set by manufacturer to [—]Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies `Exception: Requirement is [FI10]2 on heat pumps, ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water .❑Complies ,Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1)� 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions ........ -- 403.6.1 falls not part mechanical tested in system � �� - ❑Complies Requirement l.�. � t. emelt will be met. and[F125]2 listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table [-]Not Observable ; /2403.6.1. []Not Applicable m. 403.2 Hot water boilers supplying heat ❑Complies ,Requirement will be met. (F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ❑Dues 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. 403.5.1.2 Electric heat trace systems omplies Requirement will be met. [F12 9]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping, ; �w,. ...m.... 7 403.5.2 Demand recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 3.5.4 Drain water heat recovery units ❑Complies ;Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not 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. 404.1 90% or more of permanent ❑Complies Requirement will be met. [FI6]1. fixtures have high efficacy lamps. [ Does Not ❑Not Observable ; ❑Not Applicable 404.1.1 Fuel gas lighting systems have []Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not 'r-]Not Observable ❑Not Applicable 401.3 Compliance certificate posted � ..,. � -❑❑Do mNot Requirement will be met. [FI7] ❑Not Observable ❑Not Applicable << 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 .. Project Title: 725 Mason Drive Report date: 11/14/23 Data filename: Page 8 of 9 ec1tton Playas erffied leid i� er�f ed � . Final laaspectlonra�vislcaaas aaptloaas Ike I[ Val Value _ _....�. �.w.... .... .�_..�. .weee �Neo�, �._...Oomp Il �zf om�rnentsssur . ........ ------ 303.3 Manufacturer manuals for Elco lies ;Requirement p � stat will be met. (Fly 8)a mechanical and water heating ®''.goes Not systems have been provided. []Not Observable '° Not Applicable Additional Comments/Assumptions: Medium Impact(Tier 2) ..._ ..o.w,Impact(Tier 3) _.._ Project Title: 725 Mason Drive Report date: 11/1423 Data filename: Page 9 of 9 2018 IEC,C Energy Efficiency Certificate . . Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling/Roof 38.00 Ductwork (unconditioned spaces): � . . Window 0.30 0.30 Door 0.30 0.30 0=0 I Heating System: Cooling ;system: Water Heater., Name: Date: Comments IARCEMCT DERICK 41 EAST MAPLE ROAD, GREENLAWN. NY 11140 52 NOYACK PATH. WATER MILL, NY 119"16 ERT Pweberarchitectsyahoo.com 631 '154-5555 �A, December 29, 2023 RE: O'NEILL/ROONEY RESIDENCE 725 Mason Drive, Cutchogue,New York SCTM#1000-104-05-24 Southold Building Department: As architect filing for the demolition of the existing house at 725 Mason Drive, I can certify that there is no gas service to the existing house. Thank you. Ve ru y ur � w, rir w'✓m.YvotiN,m FREDERICK R. WEBER,R.A. �' < x Town Hall Annex Telephone(631)765-1802 54375 Main Road �` Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRF-ENGINEERED WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: . WV. L t2-7.. Owner: Location of Property: Please take notice that the (checknesident�iTal ' tructure ine): X New commercial or Addition to existing comm erial 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) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): _.....—. Floor framing, including girders and beams (F) Roof framing (R) Flo ,r-androo ming (FR) Signature: Name (person submitting this form): � 1C W _ _ Capacity(check applicable line): m._ Owner . Owner representative ►ussReg15.docx Effective 1/1/2015 EREDER50E ROBERT PROPOSED SANITARY SYSTEM WEBER NEB I/A OUTS PER 9CLHS STANDARDS POR H BEDROOM HOUSE NEW FRA CLEAN 004-6 TREATMENT TANK PROVERNG H60 GMHYDRAULC PLOW IMO LPD REOURE01 u CHffWr 30O SOERALL AREA Of LEACNNL POOL 131 1♦ 5 DEEP M EET ALL SF.DEPT Of HEALTH SERVICES W OBLATON9 NN TAN b SWARATON BETWEEN WATER AND SANTARY LINES NALL O KNOWN ROPERTY S SIT"I -ARE UIPROVSO AND SERVED BY PUBLIC WATER, „ E *olf CUkP s aA S ,„uN�ur��a["MACK TO ANY PROPoSED 9YMMMG�—I.�9 rnA .aeWELLS. w 1 •NEL TM 2 TO Be 6x nAIOMun ICOR b O I]O OF IA A,LR M A J/1e fCHEOELBe 10 P/C FlPE DDIIRECT RI L NOT PERn PERMITTED. OrS,x] 1-� VA EL AND £ .u- t >_ •' _ ORNOE CL_--ft—. T Tf a iz.C �n.A N T O[PH 75 ft _s 3A04 E`. 'siN \000'\Ov' _ C [] O i i¢ -}- MVE'T N (300L ACHING( _ p a,' - ,.° 1 L .r jL"Ar laoo s F.I W R€1 a MR- 17-1 O _ L p i, W •FR I CL N'T. } Of TANK I BSN1 .�H S THENT TA ATS FIYNK —5— RE L}•# LW ryo leswC ai Vi ik- o GENERAL NOTES ON-SITE WASTEWATER TREATMENT SYSTEM R/A) 1-H F- --,R TOHARCHITECSYSTEMT 9H L B9 RV H OUTS PRIOR T°BA[Kf LL XL AMO W =I = START UP. �1- XAMTEMAN.S OPERATIONS PERA°NA M RTYANCEROMTR BE PPOVNEREDTO]CNNW. k` y THE 01`5 SHALL BE TESTED OR ¢ TNE99 USING A METHOD APPROVED Q B TAB MA FA PWOR TO TN¢ARPoVAL AT THE BR[. A FU CLEAN REPRESENTATIVE SHALL BE RESEVT DUWNL STARTy ��¢ k iii THEONS INSTALLER SHALL R¢49TER THE OBT9 WITH]CONS USWL DOCUMENTS PROVIDED BY THE AR—ECT. DRAWANG TITLE, \ Y MVERT ELEVATIONS ARE ESTMATED STALLER SHALL CONFIRM A I ELEVATONS PROW TO CONSTRUCTION AND MOi PT THE ARCHITECT OF ANY Nov, 5 axaeRxaES. SITE PLAN ONIE5IL yTy RI + ` } ] 1 CONTRA OR99XALL PRIOR YI MVERT CTION. OF RA SANITARY O N IF C3°'" [ T {}I fl POINT OF COXCXECTION PRIOR TO CONSTRUCTION CONTRACTOR TO NOTIFY •� THE ARCHITB T 01 ANY DI9CREPANCE9 V4k� gyms { v«� O§ THE=9 INSTALLER SHALL NOT BACKRLL ANY WORK PRIOR TO INSPECTIONS 4 - _^B6 4 ' J T }4"' `Ts l' '€'a S [ 6x" Y THE ARCHTECT ANO SCOH9. N - 3 - {225 ; • THE OMIT]NSTALLER I]RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERLROUND 4� uPu.E9 5 SERVICES W THE AREA AND RELOCATE THEN A9 REOURED. _ CTO eNALL BE RE9PONSBLE FOR COMPLIANCE WIM FEDERAL.STATE, C NTY A. OCAL 9A ETY C 9 .rte i ORM WSTALLER TO COMPACT AREAS 05TURBED TO 15%PROCTOR DENSITY JOB, 011 SES.OlL GRACE.D LIFTS.MAXJ 5 N9 BR SMALL IMF RM THB ARCHITECT OF ANY ONS5OH9 AND/OR O'NEALL/ROONEY i T W. f9 E SOON AS THE OUSTS STALER BECOMES AWARe OF` RESIDENCE t3y gLL S� E� ap - �LA .+PE� E A ry 15 1y • i_ �` a - _- ;:F T&M'€' :i AO i Kms#®.# `O: —CAIASS9 O T B WCWR I°OoiMNO214 • _ `- PROPERTY OWNERS: R'3+#N Y ROONEY TANI a N� ARCHTTBCT, -36ias SdVSYB-?.P.c_ ITSPbOve 4 HN`Lm4. tri-4 Pp@�lT fL rR N' # xL PdTAN;{a•'k€K& O=•`RT' € 3# �I BApT MAPLE ROAD 126 MASON DRIVE BNMAL _0. R A NT RIM 333 ° U SITU TE.CUTCH GLI ER NOYAC PATH OWN OF BOWTHOL0 SCTM 1000-101-05-24 WATMR MILL.NY NTL TEST HOLE DATA \ - N 9 FOLK COUNTY.NEW YORK LOT AREA.SO,A50 SF,I-ACRES)MLD "9u",ice \ 8: �R w151 114- 01 6;�s x� EL,l O£DARK B 1)WIN LOAM IOLI A - `? - €' _�>•- - - F EL NI .F HEBWA.NDUPI _ MASON es0N `+ g.9 1'0 -'�* a2 23^ill _ "'T . U• _ WATER M PALE , SROM FIRE 9AND ISP1 NOTG WATER ISCOUNTERTOD AS BELOW LRADE. ELEVATIONS REMERENCED TO NAV°HIS s ( A.LL��]� BLOWER AND PANEL DETAIL Nm OAT 4LAINU.= �v E RAWNG wo 0 NO. A! X9 NO.acuios pp Z I SCDHS 1 I � ; I - A -ITA(E .,uGVUNENI TFCT OVK � _ N"9 } eCx Lo rvc town Ru d_ `fes j` s�.- {31b wAce SINGLE UNE DIAGRAM m ; _ 'FUACLEAN'CEN 6 TANK NMn &sscacsoRs 12 ` p - 4 1- --------------------------------------------------- I 12 , G ---- ------ q q I 11 11 111 11 I , I ' -- —--—————— ———— — ------- ————— — ———— ——— — —————————--————————— -- ————— Ix8 "Versatex" ` Fascia v r* Round Alum. Gutter tl I I 11 111 11 11 Hill 1 11 11111 :I :I I;I � II Ijl Ijl I;I I;I � � r II III Ijl I;I © lil O e a hlnI I III Ijl I;I I;I II III Ijl I�I Ill 11 11 Ilk I il I;I II III Ijl I;I Ijl I II O I III Ijl I:I ;I II II ® Ijl I;1 I;I \ II III Ijl: I;I -------- ----- Shingle Flare mal 1=11 TT — — — — — --—————————————————------ — — rtes I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -Lj�I �- I I I I I I 1 L-----------------------J I I I I I I I I I I I I I I I I I IL---------------------11I L-------------------L-----------J----------------------------------------------------J I r -------------------L �----------------- __ L- —————————- �--------------------------------------------------� � --_ NORTH ELEVATION ---------------------------------------------------------- ------- /Ib"--=--� -018 err MAXIMUM HEIGHT - ------------------------------------------- ------------------- � 3' Thick \` Bluestone Cap i i i i i ` 12 �\ �4 ` L.C. Copper T . . ----------- i Flashing ——— I I ———— p i ------ — --- I I 12 �\ � q i I q i i I A A I001, �\ ® O O Ix8 'Versatex �\ \� Rake Bd. w/ i . I I I TH 's Crown t IxL Freize Bd. i • ` \ `\ \ • � �� Ix8 'Versatex \ p Half Round Alum. Gutter it I l i l I l i < 450 �', I:I I I -------------------------�----'1 �\ \45� �i 'NuCedar' 111 :I SI ewall Shingles. f'kEJ---1--------------------------- lit, I:I ' I © 5" Exposure lTup.> Z I z 'Weaved" Corners lil \ I� Ijl I I f... l I F— Bluestone Pavers: :I I \ I I I OC j2"xl2' Perimeter Cop ing u :I \ I I a I I I I E Random Rectangular Field ! EI ! i p O O I� — -- _-- _-- -- _-- _-- I — — I Shingle Flare CL O -- -- - - - -- - - - - ------------ ------------ - - I_ P Grade N I Ito I I I I I I I 1 I Q I I I w I 11 I I I I I I 1 I I I I I I I I I I I I EXISTING GRADE +pr I 1 I I I _1 - ------------- I I --------------------------- ------------------------- El I -------------------------------------�r�j--------r r-II-----I I I I 11 I I I -------------------------------------- ---- I I I I I I I 1 1 I I I I L---------- ----------J I I I I I I I I I I I I IL I I IL I I I I I L----�.II -- - LJ---------------------J �J_ ______________I_-------______ -______-_______-____--_---- l.L�___---__----_____-_- I SOUTH ELEVATION SKY PLANE DIAGRAM DECEMBER 29, 2023 O' NEILL/ROONEY RESIDENCE 125 MASON DRIVE, "- \r-K � "" \ CUTCHOGUE, NY aoft •" �► FREDERICK WEBER, ARCHITECT 104/S'19 1000�UNKNOWN SITE DRAINAGE: WE DRQ AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) FREDERICK 1, 2, 3 HOUSE t 2805 sF x .166' Rain = 465.3 cf (3) 8' Dia. x 4' Deep w/ 501 Cr ROBERT PORCHES Traffic Bearing Top PROPOSED SANITARY SYSTEM WEBER 4, 5, 6 GARAGE t 516 sf x .166' Ram = 95.6 cf 458 cf (3) 8' Dia. x 4' Deep w/ 501 Cr NEW I/A OWTS PER SCDHS STANDARDS ELL DRIVEWAY 2183 sf x.149' Rain = 362.4 cf Traffic Bearing Top FOR 4 BEDROOM HOUSE NEW "FUJI-CLEAN" CEN-5 TREATMENT TANK PROVIDING 450 GPD HYDRAULIC FLOW (440 GPD REQUIRED) ARCHITECT House, Garage and Porch Roofs to have Gutters t Leaders `� NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL(3) 8' 0 x4'-O"' DEEP Connected to Underground Drainage Structures (Typ.) 8'0 Ring: 42.25 cf/Ft of Height L\NG `� MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. OWE4 ,201 `� �OtAG MAITAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. OWE104,5-2� NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. 1000 UNKNOWN �` N/� �� CvLP 1000' \ER o ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, CONCRETE WE�� �� & gURRE OWED 5-26 puB�\0 WP - MAINTAIN OTHERWISE20' SETBA CTED WITH DISTANCES TO ANY PROPOSED SWIMMINSTING WELLS. G POOL. COVER �� BEJ( A ,10 NEW GRADE TO BE 5% MAXIMUM SLOPE WITHIN 20 OF IA OWTS.TRAFFIC W RAFF BEAR G E�-1�P pWE\-`\NG 25 1000 `1G WPlER o ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED SLAB. PRECAST �\ X104-5' pub IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. CONCRETE WE�� \ �\ 1000 CHIMNEY . SYSTEM 6 - � 50, \`�\ WEL GORE\- ` _ STOCY FENCE ALARM CONTROLLER/ P PEDRAINAGE �� �` s 10�� '`� X� 400 PVC SDR-35 18"0 HDPE SECURE HEAVY 18"0 HDPE SECURE HEAVY O 37 RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W/ SAFETY 4A. FIN. FL. SWEEP t SCREW PLUG SCREEN BY "TUFF-TYPE" SCREEN BY 'TUFF-TITE" 1 I `� �� 'IEL +13' IN THREADED HUB I--� TYPICAL O - i `��°% -------- e GRADE BEARING F MIN. t 2' MAX. 1 i VENT THRU EL +11 EI +II.O' CHIMNEY DEPTH 1 DRAINAGE � I - \ to GRADE SLAB GRADE CONCRETE RING > 1 ` s` — ' O 1` N ROOFHOUSVENT/ 4"0 APPROVED W PIPE, 1/4" PER FT. 18' MANHO E I " MAN OLE 24' MAN OLE N �a �j 4 �� C.I. PIE MIN. PITCH 4"0 APPROVED CONCRETE 8'-O"� OWEL\'\NG 1 1 ��s CORE` N _ �`� _ _ ,, --- „ �,2 COVER �,_ -~ �_ I -O � PIPE, 1/8 PER FT. 2' CLEAN SAND t a I 0,1045'2 ��.\ I.6' , , ,� ,�� ,'� ^ \��' CLEAN OUT CLEANOUTI VERT MIN. PITCH GRAVEL FILL 100 . — , 13 O , 2 I L---------------------- WELL roco • L 9.3 INVERT 20" POLYLOKI (3) LEACHING O , INVERT ° EL +9.1' DISTRIBUTION INVERT POOLS C\- � .- � � �• ,- � � �'_ _, ^. � � at HOUSE 5'-5" 1 I TYPICAL SECTION [DRAINAGE RING x� 2 , , — ,;; ' `� �^ EL +9.8' 4'-5-1 m4 -3 0 ® 4._3„ BOX w/ RISER 1 (300 S.F.) TO GRADE\010tr 1 . - PROPOSED t \ / m I ` 13' MIN. K? � � — ' ; TOP SOIL 1 `� /� ' ' � � � 1 I BOTTOM OF I STOCKPILE i LP EL +4.6 I O FILTER CLOTH AGAINST � \`• I �`� � q --_-j-`--- -_-------`-.--- 4 (COLLAR 3' (MIN.) TO HIGH ' BED Ol FUJI-CLEAN CEN-5 BOTTOM OF TANK i SEASONAL GROUNDWATER WOVEN WIRE FENCE WOC `� �`�_ '� � � �'� 2 x2 x36 STAKES, 12 \ \0 �\ '` ` STONE TREATMENT TANK EL 5.0' I ...::::::::. DRIVEN 16 MIN. INTO . .. . GRADE, EMBED FILTER GRAVEL ,\ .":> :`':?. 1 „ ------ CLOTH 6 INTO GROUND PULL-OF \\ n -10 3/4 5 O 8 -O 8 -O \ :: :: :: L \0 "': L L J, GROUNDWATER CONCR� ' W ;WASH-OU Ov'( '(\NG 1 Distribution .';. :•:: :.{ :;�:.. ....... 1 I--� ARF i p X\5 - Box\ ......... 11.0 ?J FLOW cv z O REMO RY 5�(5 ;4F \ . SLOPE _ 2�t-O f `JP`N\ZA i'� _ L 3"; tre \'-1 \� 1 ' 1 O 'Remove i L :PPRP- ;• IXA emo ` 1 (Secondary Front) �` l OW21 '� ; EXP; N \; SfTP*IC,�� Trs� ,0 e ! B A6 IT-011 FREDERICK (Frame Dimension) (Frame Dimension) (Frame Dimension) (Frame Dimension) (Frame Dimension) ROBERT 4" 5'-10 1/4" 4'-3 3/4" (Frame Dimension) WEBER 6'-0 5/8" 4'-I 3/8" 10'-10" II'-8" ARCHITECT A Al I�,_4„ 8" 4,_Q„ 8" 4'-9" Wing Walls for �r I I I Steps to Grade --- -- I -------- CIA et- r----------------- (V ---� L--_j ---J L-------- L------------------- iy- t I I I I I I I I I I I 4 -II" (Frame Dimension)8" 8" II" I I I W I I I I O of I I n- Piers to 1:1 I I =° 1 __<, _ - Ist cv Porch Foun anon Walls: I I ! Support Slab I I p I j j r I I Basement Foundation Walls: 10 8" P. Conc. Found. Walls w/ I I I I a I I I I t I " r+ Hinged I-1 - E (2) tt5 Bar , Top t 44 Bars I I UNEXCAVATED �- I I I I t ---- � I , 10 P. Conc. Found. Wall m/ Alum. rate 18" oc Vert., Extend into Slab L_______J L___ _J L_ iv (Z) z15 Bars. Top t Bot. t Bluestone 1 R on 18"x 10" Cont. P. Conc. Ftg. I _ 4" P. Conc. Slab w/ = I I I j 44 Bars IVoc Vert. t Cap iv W w/ (3) 45 Bars (Typ.) I I O 6"x6" W2.9xW2.9 WWM Reinf. I E Between Wall and Ftg. on r - ------------- - " I 8" I 5'-2" 4" `" 26'-10" 4"1 10' I 4'-8" I 10' „ - 1 " j = Oo 20 x 10 Cont. P. Conc. Ftg. - I 9 -10 bo 8 v - Ere " a -M S w/ (3) 45 Bars (Typ.) Areawa Conc. o Wn d u ------__I L_______------- -----------"� P_-- Shelf for Porch Slab ____ _ UNEXCAVATED _� I y = " ____________� I I L_ __ _ LL N = I (2) 14" LVL' - - --- -- --- -------- i adder cv L .... _ _ -_-_-_-_-_-_-_- 1_______ - I �i r- i _ - _____ o ..�� �- --- --=- ------� 1 (Plush>---t O t Drain to N M c� o0 i I r----- ----------- ------------------ .�r__ 1 Drgwell W ________________J L______________ 1-i-1 " 3/4"IO"xl2 III Beam I I I I c4 2 Closed Cell g 1 •I Pocket To New Approved 1 i Gravel in r I I III Sprag Foam Insul. Bearing IP I t pp \ O Q of ice/ i� o j j iii s Full Hgt. (RI3) III Sanitary System j I 4'-0" A eawag of N B t. ,, (Fire Retardent III I = I O L a 2,_6i O„ 11_8" III Coating) 11 i•i 1 = i °° v 1 III O � 14" TJI 360, 16" o.c. i I I III I I > I I " " Note: Window Sill N I .•� (2) 14"L Lillr--T---- ---, II u, = I >I r----� 24 x 28. 5 �..J� UNEXCAVATED = r--- -----� III I I IIII I I . I -' I i to be Slab (Max.)Av Z t \I I Plastic Dr well I 1 " ! I..... -. -111�°' o o o �, IIII III cv I I� I (NDS FWAS24) 4 P. Conc. Slab u/ a- I o u x E I 6"x6" W2.9xW2.9 WWM - I I III ov, C4 III I I I v I � 1 I__ I L'___J I E II r--1+I �I I A7 EGRESS WINDOW DETAIL N Al'�` I I = I I I I I I I O I I O I O ° IIII I I I 1.4 e I I Pier to v- o� 1 I I I III ,� _ I I .9 ' .fl � o I = O O c<l M I 1 Support Slab i ! i I I I I III m in i M Ln i n IIII 1 IYt I I r-- N E aD 1Q I I , " , M t I I I III p ap BASEMENT I I -� �II� I o III I I I I I� I- I I H I F- I U 1. 1 I I I � I I III _ - 4" P. Conc. Slab w/ i i - - 11 IIII L__I I _J 1 t Area ay for I I I III a 6"x6" 10/10 WWF Reinf. E ress Window I I..... ----_. ...In - > IIII I I i w/ Ladder (Typ.) I I SII J I l t--- (2) 1-4"LLI11 I�—� 0 o--� v_ IIII o III 14 TJI 360. 16 o.c. I I O II I I " ` ;•.\\ = I I III -�---- -- cV 1�I1 N cn I I \ O I I III= Below II x III I I IslandIn II ui 1 •I I I 0 11I I o I t DRAWING TITLE: I II III o o �`� \�� i „ O„ iii 13'-3 1/2" 16,_4„ p" I 'o M �;4n3 43 \\\ \`\ I /4"x5"Xf5"III r-- --, r-- --, III r--1 1 FOUND,4TION 43 Q v ��,� `\\ \`- _ ------ I I Bearing i� iii W 10 x 45 Girder (Cotinuous) w� 2x6 Nailer R W IO C x 45 Girder (Continuous) w/ 2 6 Nal II r i_ 1 --- --- �(� I 1. 1 1 2" Closed Cell I I F` \� .... — — — — — — — — _ •-0-�r1===., -- ——.= I­Hs-4- =_+ -_=___ _____-___= = =F = -I I Spray Foam Insul. I I 0D 00 1 I- IT_ -IIS_ _ II 1 III -I- __-__ I �-t I I Full Hgt. (RI3) I I --------------------I I Beam I III II ^ II ----4�f III .. I I 1I1 1 Pocket --- SIJ �II� II L 13-H+3-J L _I—I__J (Fire RetardenL I I I 1 3 1/2'0 i5teel Pipe II II ---- 111 R ill I Coating) i 1 I I 1 I Fa /Coil Column omi,36"x36"xl6"IIII ;° if 12 III :° Z I. I Underground l I P. COYIG!II Ftg. W/ (3)111 II ---- Ili x I I 1 I I Electrical 1 I 45 Bar%!Toth Wags IIII o II ____ n 111 o N I .I I L__-____ D Service I 1 200 Am ills Illi II to III 11 l 14 TJI 360, 16 o.c. I I D P Int II v II ---- III v � I . I I Oo I JOB: Al —I~ —I I Electrical 1 ____ I I SII ^ II N It 9 III c2 ,n Ill -t I I Al Panel 1 = 11 - II II ---- III ?' I ONEILL/ROONEY 61-0 5/8" 10'-3 3/8" I 1 U 3 II a 11 a III � z III Bath Wall Above I I �I 1 1 1 p Ir II � II p II IIILL LL p p 1 - - - _ - C4I [ I 0i I i RESIDENCE - SII 111 = - > Il Ilii i� U IIS - - - - -- - - -I t `� v I _ I I II II L^ II G III J N s1 ` I . I �I O E � I 1 - Oil o 11 in - II Ili � - - I I 1 II -1/8 TJI 360, 16 o.c. r 1 p ! I 1 �, II n - O - 11 Hand s ill - 1. 1 1 L____J i '125 MASON DRIVE A 1 1 n n m I dl In cn I I i Deefen Floor for Mudset Tile Above I :oo I CUTCHOGUE. NY Al I I '� I I I I III " 1_n Ln 1.1 1 -- I " a III " � o III I I _____ TOWN OF SOUTHOLD I 0 I 22 8 11 F- 4 - III 6 15 -6 x I l 12'-0" 1 0" i 3'-4" 8" SCTM# 1000-104-05-24 I 1 I tr >inl > u i n1 - v 3/4"x5"x12" I • I Beam i I I 1 illi 11 - Bearing I� a I I i Pocket ____________- ARCHITECT: Direct II Newel n1 _I�I-----____ 1 Pro ane illi II 11 Post 111 1 Vent I fired cv illi `=� 1111 II Boiler II II 11 111 ____--_____J FREDERICK R. WEBER I 1 II II II 111 1 GREENLAWN. NY 11140 I -------� (n erect r -------�+II------ilF- ------- H------- HI---------------------------N -J I 41 EAST MAPLE ROAD I I W ter A I _ I i _ I I He I n ii it ni p I N -- L________�_J _ 1 52 NOYAC PATH r--------------------------- WATER MILL. NY 11914 P. Conc. Shelf for Porch Slab j 1 _ = Q I = 1 L_______—____1...____J =.� o 0 1 i i t TEL 431 '154-5555 :r I m UNEXCAVATED I I rweberarchitecteyahoo.com Basement Foundation Walls: tr e 10" P. Conc. Found. Wall w/ Existing t L---- ----------------J I NOTES: (2) 45 Bars, Top t Bot. t Water Service44 t I I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Between Wall and eFtg. on (Re-Connect) i ;___--e�� r Wing Walls for SEAL: Y+V,¢ " _____ PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 20"x 10" Cont. P. Conc. Ftg. I " I ----N --- --- Steps to Grade ,; s .� ",'t, w/ (3) 45 Bars (T ) 3 -8 8 -4 I iv 4'-5" _ _ i p ,' 2- CONCRETE 'TO BE 3000 PSI AFTER 28 DAYS. L_- r -- -�-- I J J L c" TO BE O BELOW RADE (MIN.) -7" 8" 3- ALL FOOTINGS 3'- G M `� ��• i 4- ALL STEEL (:BIRDERS BEARING ON P.CONC. 4" FOUNDATION WALL TO HAVE 4"x(VA/2" B.PL. (Frame Dimen.) (Frame Dimen.) (Frame Dimen.) (Frame Dimen.) (UNLESS OTHERWISE NOTED) 44'_0" 12'-O" 5- ALL COLUMNS TO HAVE 6"xl0"xl/2" B.PL. (UNLESS OTHERWISE NOTED) FOUNDATION � � � � NORTH 6- BASEMENT SLAB TO HAVE 6"x6" 10/10 WWF REINP. (,-]F-� PROVIDE CONTROL JOINTS 20' oc (Max.) B C A6 A6 1/x{11 = I�-O" REV.: NOV 20. 2023 1- STEEL SHALL- BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO Sod Type : SP DATE: NOV L. 2023 ASTM A53 ROUND PIPE). STEEL WORK SHALL Wall Thickness: 10" SCALE: _ " CONFORM TO THE LATEST RISC SPEC. Wall Height: 8'-0" I/4 I -O Backfill Height: T-0" Max. JOB NO: w201801 DRAWING NO. A2 OF A9 B A6 WINDOW SCHEDULE FREDERICK Unit Model 4 R.O. Area r g Egres ROBERT WEBER ® ADH3250 3'-2"x 5'-0" Yes © ADH2840 2'-8"x 4'-O" No 10'-2" 33'-0" 6'-4° 10'-6" 12'-0" ARCHITECT © ADH2O38 2'-O"x V-8" No P 0 Al 10'-6" 10'-6" l0'-6" OD ADH2638 2'-6"x 3'-8" No Dn (3) O ADH3050 3'-0"x 5'-O" No Risers ACW2028 2'-0"x T-8" No -- - --------- ---- -------------------- -------- ---------- I \I G AAN2020 2'-0"x T-O" No I ------------- \ / O ACW2840 2'-8"x 4'-0" Yes f I \ J ADH3244 V-2"x 4'-4" No f \\ BUTLER'S P NI Y I � \ \ Sery ng Model Numbers Refer to "Andersen" A-Series, PG50, p \\ O -1 Shelf fii1 k O `- Low-E4 w/Argon Glass, Simulated Divided Light REAR PORCH `� U / `IA Dn (3) Alternate 42: Upgrade to "Andersen" StormWatch Series I I \ Bluestone Pavers / -- Risers a w/ Impact Glass, Zone 3 �/ 1 `�I w ^1 ------------------- 7771 5'-10 1/4" 4'-3 3/4" f '-3 1/2' '-6 1/2" 5'-O" 11'-10" 31_0x 6,_Ox �n 1,_dx „ �'_4" -- _ "8" 2'-6" 3'-9" 2'-8" f 1' II 2'-O" 3'-0" LlOutclooLr Sho Dn 5" 30y On 5" . DOOR SCHEDULE i� - -- Pocket , , I , I Width t Height Door L� i -' ; Sink `------- O Bench I Unit Model t# g \ \ DW ---------- -- - •'� -- W I - Front Door w/ Sidelites 3'-0"x 1'-0' (Door) _ = P `1 O "Simpson" (2) 1'-2' x 1'-0" (Sideutesl O � � \ Glas � Model CCA260, Glass To ;c, i � \\ _� _� O s M - D i 2 "Tfierma-Tru", Classi P Craft 2'-8"x T-0" (Door) \ A I 0 I ' i "Andersen" FWGD6013R, Gliding 6'-O' x 1'-3" , ;-- Oak I French Door, PG Upgrade (R.O.- Custom) ower c I � 30 O i O Andersen FWGDII1013-4, BlParting I]'-10* x 1-3 I f I \\ COATS - I s . . C i 4 Gliding French Door, PG Upgrade (R.O.- Custom)) E I I I Stone Fireplace TV I : , I DW ' i E Al , N i i I \\ i ; O N A� O "Andersen" FWHID5013APLR, Inswinging 5'-0"x _ French D PG Upgrade (R.O.- Custom) O � I I I � �� �� "rent "oor, ra e '. O m ......... .I..I . SIDE PORCH --- i i = , : .... GREAT ROOM DINING•ROOM ................ ;,� • KI CHEM ' "xl2"x3' L© Andersen FWHID5013PALR. Inswinging SI-0 x 1-3 H� N I I f I Bluestone,�aveys c I Intake ` O °p Sink O 2 BRO M " -2 "' The Rec ss Egress reaway French Door, PG Upgrade (R.O.- Custom) w ao I I i / _ I I i O <r w/ Bluestone Cap II I / , FZ iY t Hinge Grate 285 SF 10'-0" 2'-4" i 4' :o" 3'-8" ' II -8 \ 2'10" 4" 3'-4" Medicine "' Half Wall w/ O \ o L-- a inet Stone Ua(Glass Shower ( \ \\\ Dn ,q : 30, Enclosure Above) \ 5" Glass II \\\\\\ \\\ ao p 6 Do DRAWING TITLE: 'A M O P II o \ \ u----------- -- -- ® cM o / -- -=---------------- --------------------------- ------ _----i -------- ------ ------ 15T FLOOR LO \ \ / ------0 ------------- ``� \\\\ / Drop Header 32" 1 Ref. p = ----=- - -----_ - -- ................................. -----i .....................E...]GE WET AR :! DISH STO IS o _ CL. _____ LIN N 20" BEDROOM 2 ® �., ---- -- N CO- Hand 13 5'-10 I/4" 10'-I 3/4" (2) 32" Pocket Doors = r a 12 24" 24" 24" 24" 32" 0D 6'-0" 6'-0" IT-1 _ 6" 10'-O" D '- CO T, 4,_8x = 4 3,_4„ II 4'tI'-10" 4„ 3, 4„ D JOB: NA� I 8„ I I 9 Medici a 28' �'_ ' A7 ONEILL/ROONEY LIVING R00 o i i i i FOYER o v MBR- IST C t RESIDENCE = O O o a-I I I I - � � — CL. � I ;I i i in .......i..l....'Open to ` N 125 MASON DRIVE A v- I I I I Above s i� CUTCHOGUE" NY FTF � Al 14'_8„ M 4x 3,_ I 4x 8,_4„ 'f ill 15'-10" 6" - '-O"a 60 1. E ress Areaway TOWN OF SOUTHOLD o O ui Hinged Cap SCTM: 1000-104-05-24 s 32„ �+ 24" I {�L BATH I A ARCHITECT: Ln ------- ------------------��-- FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 12 4 52 NOYAC PATH Window Seat _I I I 4n I WATER MILL" NY 11914 = I I FRONT 3.ORC A i iI II " " TEL 431 154-5555 -4" 3 -3" -II 3'-2" 3 3 -2 5'-2 I/2" 4' 2'-8" fweberarchitecteyahoo.c om3'-3" 3'�O" 2' 1 " Q -2"33� -----------I- --------- SEAL: .---- J . Dn (3) F" 3 f 16'-0" 44'-0" 12'-0" 1ST FLOOR PLAN NORTH B C REV.: NOV 20, 2023 A6 A6 1/4" _ �,_0„ SQUARE FOOTAGE: DATE: NOV L. 2023 IST FLOOR: 2014 SF SCALE: 1/4" = I'-O" 2ND FLOOR: 1166 SF JOB NO: 401801 TOTAL LIVING: 3240 SF SIDE PORCH: 285 SF DRAWING NO. FRONT PORCH: 50 SF REAR PORCH: 3965F GARAGE: 576 SF A3 OF A9 B A6 WINDOW SCHEDULE FREDERICK Unit Model # R.O. Area Egres ROBERT WEBER ® ADH3250 3'-20,x 5'-0" Yes © ADH2840 2'-8"x 4'-0" No ARCHITECT A © ADH2O38 2'-O"x V-8" No A-1 UD ADH2638 T-Vx 3'-8" No 12'-0" ADH3050 3'-0"x 5'-0" No AC1112028 2'-0"x T-8" No - - - - - - - - - - - - - - - - - - - - == - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - -i UG AAN2020 2'-O"x T-0" No W � I � I 1 HC AC1112840 2'-8"x 4'-0" Yes O ADH3244 3'-2"x 4'-4" No i it i O I I 2'-0" l'-6" Model Numbers Refer to "Andersen" A-Series, PG50, I � I I LJ I L N Low-E4 w/Argon Glass, Simulated Divided Light I �y �J 1 - Roof UneveAlternate 42: Upgrade to "Andersen" StormWatch Series O r^� Uneven Hip G Above w/ Impact Glass, . one 3 V 1 Hip r � i w Ir 1 I f 2/ 0// 1'-1 /2,'3r-21 - „ �r/TN— - - - -5T -I/2r - I� 1 � _ _ - - - - - - - - - - - - DOOR SCHEDULE �I \\\ Unit Model Width t Height# Front Door w/ Sidelites 3'-0"x l'-0' (Door) y \ �` 4 -0/' I I I O "Simpson" (2) I'-2" x 1'-0" (Sidelites) Roof = "Therms-Tru Classic Craft N N \\ ,� I Q' I Cr I Model CCA260, Glass Top 2-8 x 1'-0* (Door) \ \ � I � I -a- O French Door P0,013 ade tiding (R.0« Custom) O = . ... ........... . `af` Roof Break r- a] I I �` _ __ _ Cirie - ---___- m I �+ m Roof O "Andersen" FWGDIIIOl3-4, B1Parting II'-10" x 1'-3" 4 Gliding French.Door, PG Upgrade (R.O.- Custom)) E dj W UI I — I E -I ��y =3I I U! "Andersen" FWHID5073APLR, Inswin in 5'-0"x T-3" Al - 1 ATTIC " a 1ne I F-----------F-- - i Al O 9 9 = French Door, PG Upgrade (R.O.- Custom) O Ridge 1 12"xl2" 3" i Roof F� p i TIIe R cess i © "Andersen" FWHID50l3PALR, Inswinging 5'-0'x 1'-3" r N Attic 1 j j French Door, PG Upgrade (R.O.- Custom) w - i Access LINEN I I I ' i 280 i AtticI 32" UPPER HALL I Stair I I N T b o Q _ _ ------ i ...... .........0 ....... L 1 N ` -y---- -- ;�, rn DRAWING TITLE: 181_01/ 4„ 12'-0" _ 4'-2" I-ION 4N 3,_ N /I FUO = o I ° °°k © .. _ — ' ge -- ----- --------------- - ----- I CL. `" N � 2ND FLOOR ------------------ ------------- n i E - - - Rail DN is 3 24" 24" I 24" 24" r 00 i�1�� 14 ��' I I 28 (Ir)r N i I / 13 ZJ'♦I I I O, � I ` eco �0 S 12 ,,� I F-----------F-- - r ------_� -------_ 001 Line of-V Cla. -A i I I I Medicine i D i ih Cabinet Open t to I I I D JOB: Al I Below 9 Al I ' I I �— I ONEILL/ROONEY Ie I 11 — RESIDENCE i oil i 01 �I � I. -seI I yr _V1 - °i Roof O I 1 ao i9 m I i I i I I 125 MASON DRIVE 5 A 3'-6N �,�8„ 6/_4/, 4„ 8,_4„ v I 16, 0,/ ml N 6,_0" 6'-0" = CUTCHOGUE. NY i le 3 I I I TOWN OF SOUTHOLD I I I SCTM# 1000-104-05-24 I 2 I I I I RocrI i I I I i I I I I I 1 Gable Dormer �� I I I i ARCHITECT: FREDERICK R. WEBER i " I'- 1/2" 1 iP - 41 EAST MAPLE ROAD 1 0 1`0 1/L2 31-2- 3t 3 -2 �, �, JL = y ® ® R f ® y `° GREENLAWN. NY 11140 1 \\3 0" 3,_2„ 3 3,_2„ 3 3'-2" V-6" iv �'- 52 NOYAC PATH WATER MILL, NY 11914 Roof i O Above TEL 431 154-5555 i I I fweberarchitecteyahoo.com i I 1 T-O" T-6" ..L - - - - - - - - - - - - - - - -- - - - - - .. SEAL: K 14 141-90 _ H ,_ „ I_ , II , „ I L 44 -o IT-C" ; 141-01. 441_0" 12'-0" '<g �; ' 'A i 2ND FLOOR FLAN NORTH B C REV.: NOV 20. 2023 DATE: NOV L, 2023 SQUARE FOOTAGE: SCALE: 1/4" = I'-O" 2ND FLOOR: 1166 SP (Note; Includes Area Over Stairs: 138 SF) JOB NO: w201801 DRAWING NO. A4 OF A9 ' FREDERICK 12 ,/ ,' \\\ ROBERT 12;... ... . . WEBER ____ __ ______________ I \ ... 12 TorXX I \ — 12 \ / ® ® I \\ 1 1Will 1 11 111 1 rT, / W OF / , I ---- I It Ill LI Ix8 "Versatex" \ Fascia Bd. w/ w Half Round Alum. Gutter I ' I I I lil F—� I �I I Ifl Ijl I ; 1 • I ; I Itl Ijl11 ill 1111 IN I Ilil T/1 If ISI I ;I W I ; I / I r 11 Ikl Ijl I : I e a n II Itl Ijl I : I I : I 11 Ikl Ijl I : I I ' I 11Ik1 Ij1 I :I I : I II OIN Ifl Ijl I : I I : I II Ikl Ijl: I ; I I ` Ikl E— _> I :I � II � Ikl Iji: I : I __ ____ __ — Shingle Flare I -- -- --- rc es O 1 I I I I I I O 11-4 I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I rr ___ 111 I I I I I I I I IL————————————————————— IL———————————————————L———————————J————————————————————————————————————————————————————j I -� -- ---------- ------------------ -- ---------- ---------------------� j - o NORTH ELEVATION_ DRAWING TITLE: ELEVATIONS 3" Thick Bluestone Cap �,. .. . . .. . . . . \.\... .�. \... ... JOB: 12 ONEILL/ROONEY \\\\ 6 RESIDENCE 125 MA50N DRIVE L.C. Copper T CUTCHOGUE. NY �Iashing I I ' o TOWN OF SOUTHOLD 12 5CTM# 1000-104-05-24 9 --- --- — -- - I ,' 12 9 ARCHITECT: IHill Ill ill 11 11 \\ I FREDERICK R. WEBER LLIx8 "Versatex" 41 EAST MAPLE ROAD JE ' GREENLAWN. NY 11140 I I ,' `\ .. `� Rake Bd. w/ \ Ram's Crown E 52 NOYAC PATH ' Ix6 i reize Bd. WATER MILL. NY 11914 — — --- -- -— ———- - ————————— TEL 431 154-5555 ' \ Ix8 "Versatex" o -- --- — -- — —— —— — - - —i--- - -- --- -- — -- ------ --- -- -- — — - ---- -- -- - - -- -- -- - — — — \} , Fascia Bd. w/ fiueberarchitect6gahoo.com o Half Round I I I Alum. Gutter 11 1 Hill SEAL: HIMl 1111 Hill 11 'ICK F�, l I ill NuCedar" I I I I I I Sidewall Shingles. Exposure lTgp.> Weaved Corners 4c �.4 ✓ , ��� l ,` I: I I I Bluestone Pavers: Random Rectangular Field 2"xl2" Perimeter Coping w I i -- --- -- --- — I +11Shingle Aare 111 1111 ill 11-11 P \ — — — — -- -- -- ---- ------ -------- - Grade I I I I I I I I I I I I I I I I I REV.: NOV 20. 2023 I I I I I I I I I I I I I I I I I I I I I I I I I I I I DATE: NOV L. 2023 I I I I I I I I I I I I I I I I J 1 1 I I I I I I I I I I I I I SCALE: I/4" I,_O" 1 1 i i JOB NO: w201801 I I I I I I I I _ ____________________________________________________ I 1 I I DRAWING NO. I L———— I—J------------------ ---J I - ---- ---J L__J A5 SOUTH ELEVATION( OF A9 FREDERICK II II ROBERT :::::::: ............ WEBER.............. .:::. »;;.. 12 .� / \ 9 I I q ATTIC 2x R. ., 16 oc ARCHITECT ...::::..-:.. 2XJO C.J. 16 oc ::is 2x10 R.R., 16"oc I I <'� 2x8J. 100c .. ........ I i > : 12 I I LVL Header I I I Ioot \\\ q on R� i Do mer II II II II I I Wall I I bo 00 \ \\ I I .� :12'-0" i T'-8" `. �. 3 -0" I I 12 2x8 R.R., l0oc :; ;: ., r;;: : : C . .........3 1/2 ..1.................................:....... .................... " ;;;: ATTIC> 6 I I I I w {:::., 2X4 ::# : Stud Wall 2x8 C.J., 16"oc — --—— —————————————————— _ 0 0 1x6 TtG, V-Joint - _~ I i I Frieze Bd. w/ Cove 10'-0" 10'-0" I rovr a ywoo i i I V1 we Stiffener I II 20'-0" Bearing Wall ' � li i1 II Ii i1 i li i1 i ii i j i i PORCH ' GREAT ROOM I FOYE II l i i 1 I LIVING ROOM i Paneifig in Fo rI 'I Top of Fin.IFI.Bluestone/(I) #5 Bar `' Mudset _ . . ... . _ P C Slab. •;a — Solid Bearing a O •;• ;• Shelf for Slab �, Under Posts ; ; ` •� (2) 45 Bars Support, 4" Below ' t Bearing Wall „ ; 12'-4" Top of Found. Wall Ild"s: 18'-II" WF Girder '0 O 44 Bars 8 18 oc, , Extend into Slab ' ' I Above BASEMENT I (3) #b Bars I BASEMENT ;I _ Q SECTION C SECTION B DRAWING TITLE: ELEVATIONS JOB: ONEILL/ROONEY RESIDENCE h�lJrnd-N 125 MA50N DRIVE CIITCHOGUE. NY --------------- ------------- -- -- -- TT----------------- --��--TT --------------- -------------- �� TOWN OF SOtJTHOLD i I 5CTHC 1000-104-05-24 i \ F, II ANI 1111 RCHITECT: © i i FREDERICK R. WEBER ' 1212 — i I 41 EAST MAPLE ROAD 3 I/2 I r I GREENLAWN. NY 11740 3 I/2 I r al i I I 52 NOYAC PATH i WATER MILL, NY 11914 ------- 1 1- - -- --- ---------—------ 1x8 "Versatex" ' - -- - I - ' - -- -- - -- -- -- -- --- ----- - - - TEL L31 '154 5555 *_T __ Fweberarchitectayahoo.com ,* F 0< Half i Round d. w/-->p 1 p I 1 LI Alum. Gutter 11 1111 1 11 111 11 11 Hill 1 11 1 1 1 I I � I I - i i - I I I ••. - 1 V„ IsIdA611 I Shi�dle [Effil II1111111111111111 f ' Tapered Square j l ® ® I I Columns on i I I I I Open Porches I i t I I i i i iHill 1 11 1 IIf 111 1 1 H I 1 11 11 1 1 11 1 1 i i i I I Fire Box - __ __ __ __________ ______�� - —1i II --------- — --- — --- — I JI I I I I I I I II II II II II II I I u•I : �\i11/1 I II II III I ( { �t I I I I I I I I i I iI iI I I iI I iI I REV.: NOV 20, 2023� I re — I I I I I I I II `H%''�i i ' ' ' ' ii' �H;'Ili l i ' 1 i i I I i i i i i i i DATE: NOV 4. 2023 SCALE: 1/4wI —O I I I I I I I 'il i'•• II' I ' I I I I 'II i' I I I A I I i ���, I I r�-�� I I I I I I I � r I I I I I I Ll,•L� L--J I I L---' I I I I I II I I I I I I I I ==_=J I I I �1____J�, I I I I i I -I I �J L� I Ire I I I I JOB NO: w20180-1I I I I r r�____ J L_I_-i I I I I I L_. ._J LJLJ I I I I i I I I -- L— — I I I I I I I II I I I 1 I I I I — -- I I I I I I I II i I I I DRAWING NO. I L--J-1-------------------------------------------------------- ------jLI I I I L—————————————————=——————————————— ;--- —u————————————————— ————————————J II I r1Lr1'r-ref r------------------------------------------------------------- - LrL, I I r-��r--------------------------------- ---)�L �,----------------------------- A6--------------------------- EAST ELEVATION WEST ELEVATION it OF A9 Block (3) Bays of Rafters Gable Ends 32" oc (Tgp.) FREDERICK .:... »;>;;.. 12 ROBERT 12 : .................:. ........... WEBER 2x10 R.R., 16" oc 6 101 2 _ ` >';.. :> 2x8 C.J. 140 oc T;: >s •:. \ 2x10 R.R., 16" oc ARCHITECT :....... — -;::::.. .::::. —————— — 12 0 - -- - -- - o ... ............. .............. »?::i:5:•i:•:•ii:. ii:•i:•ii:•i:�??: ::•;::•>:•>:•i:•i:: :•1111::•1:•i:•ii: ;.:::.;;.;: .::::i:•1iiii •::::::::.:::..:::::::::::::. — I :::::::::::::. :!2: ...... ............... ..... ... ... ::::::.�:.�:::: ::::::::::.r::. :::.:�:::::::. :•:::::::: :::.i::: .... .......... ....... .................................................... r 9 r I 2�_8 12 I = I Hgt. IJPPER,:I�IALL' Cr o- _ I 9 3'-6„ 8,_8„ 1 6,_4„ " :°8,� ,;'' 4« 8,_0„ `r `'' 2x10 R.R., 16" oc 12 OFFICE FOR i I•:::. :' 2x10 C.J., I6": oc - I I 3 1/2 C� _ _ ............... 20 6 I I « 14 TJI 560 F.J., I6 oc 2A R.R., 14" o - 3/4" Plgwd. Subfloor I I Q ° ———————————— —————-——— —————— W 2x8 C.J., 16" oc V "Roxul", (R19) I I o " All Floors For Sound (3) 9 1/2 LVL Girder (Strap � \ �� I:I to Post) L, I:I I: 6x6 Pressure Treated ii Post Stand-off Base o_ " i =i I;I w/ 5/8" A.B., Encase �' 8 � I I:I in Tapered "Azek" Trim 5 6 LIVING ROOM FOYER MBR IST I BR 2 I:I Miter Ca-ners 16 Risers " 19'-0„ « 141:1 '-8„ 4« 3;^�,. « 8._4" p n 15 j10" j " II,_6« r F_ Bluestone , , " " « 14 T 1560 F.J., I6 oc :.- I 14 TJI 360 F.J., I6 oc 2" Thick Rectangular) _____ _ _ 3/4" lywd. Subfloor I 3/4" Plywd. Subfloor w Perimeter Coping --- ---------------------- --------- ------- -------------------------------------- -------, �- --- -------- ---- -------------- — �- Stone ........................ _. ...................................................................................... 4" P. Conc. .�. :"a O :. ' Haunched Slab w/ ; `r ��• �' s ' 6"x6", W2.9x W2.9 _ 12 -6 O WWM Reinf. « 14 Risers ,— IQ 13'-3 I/2 IV-3 1/2" n smt. 16 i = ' MECHANICAL r BASEMENT 3 I/2" Steel Pipe" • p Col. on 36 x36 x16 , zo P. Conc. Ftg. w/ 4" P. Conc. Slab 45 Bars, Both Ways w/6"x6", 10/10 WWF Reinf.o I I I I I I r . o SECTION AA_ SECTION DD DRAWING TITLE: SECTIONS 12 �Strap Ridge II 1/8" LVL Ridge Roof (Typical): 10 1/2 ..... :::::::•::::.. Asphalt Roof Shingles, (High Wind Nailin ) 9 9 : ::: : :.:-::::.-::. :::::::::::::: :........... ........_. en ,.. :.r...,:,::.. .. ::...::.. .....::. hin le Underly m t :::::::: ::::::::::::: :::::::::::::: .: :::.-: :.::: 9 .. .. . II dhe e .. ....... .. ..::::::::::::.. Ove ay `"'' ATTIC............... .... »:: ::>::;::.. 6 (Per Manufacturer) ONEILL/ROONEY Roo 5/8 Plywood RESIDENCE ` 2xl R.R. 14' 2xl le o _ _ _ 2x10 R.R.. 14" oc Roo 2x8 C.J. I6" oc 6" Closed Cell Spra ' ':::::::::.:::.... Foam Insulation (R39 125 MASON DRIVE = r :. , CUTCHOGUE• NY j I I r 2x10 C.J., 16" oc 12 <•, �� WN OF SOUTHOLD - " I. ... . ® TOWN 1000-104-05-24 I I 6 Closed Cell Spray I i .. Foam Insulation (R39) 2,_8„ 12 q ---- ��� Hgt. 9 ARCHITECT: II II I o _ _i 4,_0„ 11�-8" I I oo I I — Ice t Water Shield FREDERICK R. WEBER 2x10 R.R., 16" oc I I I II a Roof Perimeter 41 EAST MAPLE ROAD I I OFFICE I I LJf'PER HALE' BATH2IL=J GREENLAWN, NY 11140 I `... .. ' .'.I. . .. M BATH 2 "Hurricane" Strap 14" TJI 560 F.J., 16"oc i'': BEDROOM 4 1,_ « on All Rafters 52 NOYAC PATH - - II l/8 TJI 360 F.J, 6 oc WATER MILL. NY 11914 3/4" Plywd. Subfloors,: I "'., 3/4" Plywd. Subfloor Plywd. Sheathing II ::::::. 1......1:. to Lap Top Wa fE f f f f TEL 431 154-5555 I I We erarc i ec oo com Ix8 Fascia Bd. f b h t t9gah I I l3) 14'%LVL:w/ 6" "Roxul", (RI9) 0 1/2 Round All Floors For Sound Alum. Gutter I I I I Steel 12 SEAL: I I I Bearing 1/2" Plywood 1x6 TtG Soffit Wall on Shear Wall Walls (Typical): f y "NuCedar" Sidewall I I i I I Shingles I I KITCHEN HALL COAT BATH 2 "Blueskm" House Wrap rl } PORCH i I GR ROOM DININ ROOM I I 5/8" Plywood Sheathing 1 « (,• s I I 11-C" 3'-0" 3'-8" 2'-0" 4" 3,-4" 2'-O" 9'-4" 2x6 Studs. 16 oc I I 2" Closed Cell S ra Bluestone 15'-6" I " 14" JI 560 F. 6"oc I I Kitchen " « Foam Insulation (RP3)y � (Random f rIST FLOOR I I Island 14 TJI 360 F.J., I6 oc 3 1/2" F.G. Batts (R13) :..: 3/4 PI wd. 5/8" Gypsum Bd. ----------- 2" Thick Rectangular) EL +13'-I" EL +13 _6 I I y Subfloor Perimeter P9 --- ----------- -------------------- Stone I _________________ ____ ________ _ ________ __ _ __ _ ______ __ __ __ __ ___ -- ------ ----- Shingle Flare lT9P) ------ ----- -- x -"- xisting i : : Roxul , (R19) " :� in 4" P. Conc. I _________________ ______________I t"al Srdg===== =__ 12-0�= = 3 Closed Cell Spray �I, Fin. Floor N 6 - T.--------- == f=o�Sound=UPir�=== a: Haunched Slab w� I I I I e Midspan Foam Insul. (RI9.5) in , (2) 2x6 Pressure Treated SIII• EI. +10.6 6"x6", W2.9x W2�9 2'-6" O"I I'-8" I I Protection, TJI w/ Box-Bay Area 5/8"0 A.B., 140, 32 oc REV.: NOV 20" 2023 Wood Flanges , Co er Termite Shield WWM Reinf. I I I pp DATE: NOV L, 2023 13'-3 1/2" I 13'-3 1/2" 16'-4" II'-5" Q" SIII Seal i I I 1 : J BASEMENT 3 1/2" Steel Pipe 2" Closed Cell -Qio " FOR REFERENCE: SCALE: I/4" I'-O" I I Col. on 30x36"x16" Spray Foam Insul. ; FLOOR HEIGHTS I I 10 P. Conc. Found. Wall w/ OF EXISTING o JOB NO: w201801 I I I I P. Conc. Ftg. w/ Full Hgt. (RI3) l2) tt5 Bars, Top t Bot. t 4" P. Conc. Slab tt5 Bars, Both Ways i tt4 Bars I6"oc Vert. t HOUSE i I I I I BASEMENT SLAB w/6"x6", 10/10 ' g. EL +4-3 I/2" WWF Reinf. ` j;. Between 10" Cont. P. Conc. Ftg. Existin DRAWING NO. g i RON w/ (3) tt5 Bars (Typ.) Bsmt. Slab " EI. +3.0' A7 SECTION rzE_ OF A9 411 3" FREDERICK F I N I S H S C H E D U L E ROBERT SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS WEBER _ 0 _ G a _ Ww v v O A W a N Ql ° Ql to F- _ _ ARCHITECT X cW cW N V w m n Z ? u' c ~ C D W Y z v in q I 0 4 iv o w < D O D a U U; o Q, �- w w ... a a w t- w z ~ O w Q a o U Ll Z x o to ,,, z cn a cn E- Cl a v tx o O to W O O O z w d _ [0 F-- 25 �' ¢ - i w w m U w N o �, Q 0 a oc ix at W p w z = W [A U z m \ z (L cUn v o w W a �7 U � w O O H O U vc >m a w ao i M za FOYER (Coats) Q ® ® Q Q 1Q Varies Paneling to 42" Hgt., HALF BATH Q Q ® Q Q 0 1 ® 191-0" Horiz. Bds, to 42" Hgt. LIVING ROOM 49 ® ® le 1 10 9'-0" r 1 GREAT ROOM Q Q Q Q el 9'-0" �J 0 DINING ROOM Q 0 0 Q ® 91 -0" KITCHEN ® Q Q ® ® a0 Q 9'-0" F-�--I LL BUTLERS PANTRY ® IS ® ® Q Q 9'-0" F- MUDROOM ® Q Q Q Q ® IS 9'-0" Vert. Bd. to 64" Hgt. rI� — LAUNDRY © ® ® ® Q T-O" rVT,1 BATH 1 Q Q e IS ® Q 9'-0" I-�--I HALL/COAT/BROOM ® ® ® ® Q 9'-0" BEDROOM 2 ® e Q Q ® 9'-0" MAIN BEDROOM IST Q Q Q Q Q 9'-0" M. BATH IST Q Q ® ® ® o -p" 5 3/4 COVE -4 1/210 COVE W FULL SIZE FULL SIZE FRONT PORCH IS Q ® ® 91-p" O REAR PORCH 1 01 10 1 1 1 ® Q 9'-0" SIDE PORCH Q Q IS Q ® 91-0" O MAIN STAIR lei ® ® Q Q ® ® Varies Panels to 42" Hgt. BASEMENT STAIR ® Q IS ® Q Varies \ UPPER HALL Q ® IS ® Q Q Q 8'-0" Paneling to 42" Hgt. OFFICE Q Q Q Q ® 8'-0" F--I MAIN BEDROOM- 2ND (CL) IS ® ® ® Q Tray w QO M. BATH 2ND ® ® lei I's Q Q 8'-O" J BEDROOM 4 (CL) 01 1 ®I I 1 Q Q ® Tray CAP BATH 2 Q ® 8 ® ® Q 8'-O" MOULDING O 0 Z CV STORAGE I I I lei ® 101 1 ® VariesDRAWING TITLE: F: BASEMENT Q ® 4 Q ® 8,-p" cOVE FINISH MECHANICAL ROOM ® ® is 00 8'-0" SCHEDULE MOULDING MOULDING MOULDING CAP CAP CAP 3/4„ TRIM Paneling Full Height Under Stair Treads (See Section C) Paneling to Follow Stair Run FACE OF COVE WALL JOB: COVE COVE to — ONEILUROONEY N RESIDENCE " S HORIZ. V Take '125 MASON DRIVE 2 1/2" GWB WAINSCOTING GWB WHI NICKEL 5WB VERTICAL E STILES t JOINT BD. (OPTION CUTCHOGUE. NY RAILS W/ BEAD) TOWN OF SOUTHOLD 31 H SCTMS 1000-104-05-24 BACK GYP. BD. ARCHITECT: BAND �., FREDERICK R. WEBER 41 EAST MAPLE ROAD r GREENLAWN. NY 11'140 52 ATH VENEER WATER MILL. NY 119'14 \ PLYWOOD NOTE: 3/4" TEL 431 154-5555 cn ALL ELECT CAL RECEPTACLES zo BACK TO BE INST LLED fweberarchitect9gahoo.com BAND I/8" i/ " HORIZONTALLY IN BASE 3/4xs/8 MOULDING (U LESS OTHERWISE NOTED) SEAL: NOSE ak . ".K 3 I/2 COVE PANEL U1INDOUI 3,4 WINDOW/DOOR MOLDING HEAD CASING— TYP. 4" SQUARE EDGE Half Full Size Half Full Size BASE UNDER � i" RECEPT CLE OVER SHOWER CURB, . 2 3/4" x 4 12" W. CABINETS, ETC. Ix8 Ix8 5/4x8 5/4x8 (TYPICA ) BASE BASE BASE BASE v- 'J Z V \ M M x N REV.: NOV 20, 2023 SHOE Note: MOULD DATE: NOV 4. 2023 Where Window Sills `� SCALE: AS NOTED Occur Directly cn SHOE MOULD JOB NO: w2018O'I Above Countertops, bo 1/2" I/8" 1/8" I/ SHOE SHOE SHOE SHOE \ Eliminate Casing and M Extend Backsplash to 1/4� ffW IDTH AS REQUIRED 1/4" WINDOW SILL— Underside of 5111 DRAWING NO. ELEVATION WINDOW CASING 8 " BASE (Typical) 4" BASE (Typical) SILL MULTIPLE UNITS 11 FULL SIZE FULL SIZE Half Full Size Half Full Size 3/4 I-IORIZ. VERTICAL A8 PANELING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER FREDERICK ICE SHIELD uNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud Face-nailed CLIP NAILED. FROM PROVIDE 8d COMMON 55 ALLT31 METAL STRAP Header to Header Face-nailed 2 - d c. a o. g ( ) 16d 16" o.c. along edges ALL JACK POSTS 9 9 RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud WALL PLATES r-•� w APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EIr XTEND PLATE. TOP OF TOP 4 - 8d NAILS FLOOR FRAMING MST31 METAL STRAP TYPICAL Tn JACK POST = Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end W w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST Band Joist to Sill orTopPlate Toe-nailed 3 - 16d � per joist P ( ) 2 - 16d per foot DOUBLE TOPS PLYWOOD SHEATHINGROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone O STUDSSIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP i panel , 12" o.c. interior O BOTTOM 9 32" O.C. of panel Diagonal Board Sheathing SECTION 1" x 6" or 1" x 8" 2 - 8d per support ELEVATION 1" x 10" or wider 3 - 8d per support \ CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field F� �SIMPSON MTSA 18-Z W/ WALL SHEATHING W (6) 8d NAILS TOP i BOTTOM 9 32" O.C. _ Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ ri IMPSON LTP4-Z W/ O (6) 8d NAILS TOP t77 (6) Sd NAILS TOP i 7 /16" 6d 3" edge/6" field `BOTTOM 9 32" O.C. - FLOOR JOIST BOTTOM 9 32" O.C. 25 /32 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION " 8d NAILS 4 O.C. f - Gypsum Wallboard YP 5d 7 edge 10 field DRAWING TITLE: . ........... (SHEATHING TO LAP SILL PLATE) 2 5 REBAR Hardboard g / 8d (see s e table 3.9) Particleboard Panel s d 8 see a Etable 3.9 (2) 2 x 6 SILL PLATES : COPPER TERMITE P RM SHIELD] '.��� CODE DETAILS Diagonal Board Sheathing ACO TREATED. w ILL SEAL Y C S S T PJ -' : f. ! 1" 6H or x 1" x8" - 8d 2 per support " " PP J. 1 x 10 or wide r - 3 8d Per suPPortSEEFOU DATION DWG. FOR DESIGN/REINFORCING f ,.• ,. FLOOR SHEATHING . . .. . . . . . . .. . . .. . Structurale Pans I 5/8" x 16" A.B. 932" OC. w/ 2"4"x3/14" WASHER. 1 or less 8d 6" edge /12" field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: ISOLATE WASHER FROM 1" x 6" or 1" x 8" - 8d per su SILL PL W/ FELT STRIP 1" x 10" or wider 3 - 8d P pp ort ONEILUROONEY per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 125 MASON DRIVE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. CUTCHOGUE. NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTMu 1000-104-05-24 •.'.'.'.'.•. . .'.'. .'. . ARCHITECT: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . FREDERICK R. WEBER '.'.'.' 41 EAST MAPLE ROAD . . . . . . . . . . . . . . . . . . . GREENLAWN. NY 11140 _ __ DESIGN CRITERIA: 52 NOYAC PATH s ' WATER MILL, NY 11914 -0 BREAK IN ROOF GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 1.31 154-5555 NiA 1 1/4" x 20 GA. GALV, STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectOyahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: RIDG .PRi:2�llpE,$d.'CQMM4N.N�411.5'. 6" 0. ` WIND SPEED - 130 MPH AT.ALL. AREAS.OF -ROOF, FUR ER y I I/4" x 20 GA. GALV. STRAP fC,K �,�P THAN.4".FRQM:RIDGE%HIP%GA$1. ���� w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES • • • • a FDN. 916" O.C. w/ 5-8d COMMON NAILS IN t PROVIDE 8d COMMON NAILS 9 4" O.C. . . . W EACH END 916" O.C. r4i;,4 AT ALL HIGH PRESSURE ZONES RIDGE NOTE: HIGH PRESSURE ZONES ARE ALL ARE � DESIGN CRITERIA: 41- RPM ANY RIDGE, HIP OR GABLE EN • • • • • • • • • • . ' . ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME P OVIDE R C M F R NAILS 9 6" O.C. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. TALL AREA OF ROOF FURTHER • THAN 4' FROM RIDGE/HIP/GABLE LU 0 .;. 2 -0 MAX. ' 4h, WINDOWS - GLAZED OPENING REV.: Nov 20. 2023 DO MER 2'-0" MAX. nli W 2 3d COMMON DATE: NOV L. 2023 : := NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: NTS -------- --------- : , '"^` PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: x201801 T RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS ROOF FLAB ': _: : .. '�`���"�"�"• �� OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" u8 WOOD SCREWS, 16" OC DRAWING NO. (N.T.S.) FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A_-I Q_�/ OF A9 B A6 WINDOW SCHEDULE FREDERICK Unit Model # R.O. Area pg Egres ROBERT ® ADH32SO V-2"x 5'-0" Yes WEBER © ADH2840 2'-8"x 4'-0" No 101-2" ,q 6'-4" 10'-6" 12'-O" © ADH2O38 2'-0"x V-8" No ARCHITECT Al " 10'-611 10'-611 10'-6" OD ADH2638 2'-6"x 3'-8" No 6x6 Pressure Treat-d E ADH3050 V-O"x 5'-0" No Post w/ "Simpson" BU44Z (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL Hdr. l3) 9 1/2" LVL Hdr. ,_ „ Post Base t "Simp on" _________ O ACW2028 2 0 x 2 8 No LCE4Z Post Cap (Tgp.) ----------------.—. - I ) --- ------------------- ----- ----------- GC AAN2020 2 0 x 21-0$' No w ,_ " ,_ 11 III I / ACW2840 T-8"x 4'-0" Yes I / \\ o 0 o I u v _ 0 ADH3244 Ta -2"x 4'-411 No 2 I• I \ w > j I j \\ > Sink -� Model Numbers Refer to "Andersen" A-Series, PG50, I Low-E4 w/Argon Glass, Simulated Divided Light C14 CL; tv I 1 \ U U \ U -- Alternate 92: Upgrade to "Andersen" StormWatch Series rn i \\ N °x°/ ; _-(3) 9 1/2"-LVL Hdr. w/ Impact Glass, Zone 3 V 1 i -- _ _ _ _ ------ W (2) 2x10 Tie w/ -------- (1) 2x10 R.R. Each Side, Provide (3) 3/4" M.B. Connection -- (3) 9 I/ I L Hdr_ _ \� (3) 14" LVL Hdr. (3) 9 I/2" LVL Hdr. (3)-9�1/2" RL Hdr. (2) 1 1/2" LVL Hdr. (2) 1 1/2" L I dr. (2) 1 1/2" LVL Hdr. DOOR SCHEDULE _ -41� „ -• _ - - - - V -_TT_-- - J U — — — - .> I 1 I I I I I �I III,IT I I I lip : I II I'I I III+ i�-I----� I L------- I! I I I Unit Model # Width t Height F-'--i 111+ I uJ Smk II III W I 9 > II I -� 1 I I " \1 i/ \ s 1111 ° 11+ 11 Front Door w/ Sidelites 3-0 x 1-0 (Door) 1d. 1 IIS I 1 II u III I 1 "Simpson" ,_ ' o� v + 11 -' i'I12) 12 x 1-0 (Side�tesl O II �- � II+ I I I II O I' I 1 "Therma-Tru", Classic Craft " O X X Cr II I Ill I I II - cv III D 1 Model CCA260, Glass Top 2'-8"x 1-0 (Door) r^1 11-30 II 11 n n I II I FW111 1111 `� i II ;r I nl I �' French DoorW PG 013rade R. tiding (R.it-OO.- Custom) I1j 12) 91/2 LVL- (2) 14" L1�ll o N d 1 n1 i I 1 0 ; _ 11 > 1 ,1 > P9 11 ; 1.1: 2x R. "Andersen" FWGDII1013-4, $iPartin II'-10' x 1'-3" I ( 1 `V 6 °\ IllicV ----------- _ I�III 1 :r----- I c� 11 III: I I 9 I E � III 1 �`\�Nip c\\ I1 11 0 (j ii i � i i�11 I 1 I�; DW i x n c� I•I. 2x10 .J., 14" oc �\ 1 � ® Gliding French Door, PG Upgrade (R.O.- Custom)) E Al I I I I \ E II I it I\ I I I :L-�--- /1 "Andersen' " " _ 1 i 1 12x10 R.R., 16" oc tl I I \4 > II ' ,1 > O O I 1 111 ' I i :• n H _ O II /8_ - - -—der Dormer ------ r I Al O Andersen FWHID5013APLR, Inswingmg 5-0 x 1-3 O I I WI - � 11 I it � : � _ \Q I I 111 i I I ii _ - _ _- � c•, French Door,'PG Upgrade (R.O.- Custom) ....._... : I I Ln O I..() VIII - ,-T - .............. .......... ............................................... ... .......................I.. :.... ............... .....!. . 71 1 II I.. I . I I - Ill I 11......_.... "Andersen' " " O �_ i I i , I. : © Andersen FWHID5013PALR, Inswmging 5-0 x 1-3 U I ' - - III ink II French Door, PG Upgrade (R.O.- Custom) W N I•I ! N\p �� I I I �., O f--• I � I \ 1 1' 1 ' II- II II: II /8 L I oc 11 m 11 _ _ _ I Web Stiffeners Under Wall Above 1r I i i= ; II " - - - - - - - - - - - - ZIA - - - - - - - - - - - - - - - - - - -J ?in _ I L� I ti II(2) 14 LVL Hd Ii `� IIIIu N _ _ _ _ - - - - - _ J _ L� - nt , 1 I I 111 -' ' End of F.J. _ I : - III Chamfered � er I L 11iiw .o II III I r - - - - - - - - A-i111 a- 1 for Roof I I - _ > II - ^III ^I III r" IN I I 11 I !!• oo Pitch \\\\ 0, / II II� 11 ac _ 11. n miii f�__ m1 nl 9i, \ \ / 11 II x w O N DRAWING TITLE: _ ?m N n _�_ n (3) 2x6 l5) 2x6 ul I I n1 it \\\ 1'�I- I 11 I IIII II 1/8" LVLIFI.J., 16"oc I I nf�x 6 a- __ _ 11 Studs (T p.) - 1 Studs; nl 11 Under Dormler' Above --- II cv n I -�1-------- ------ ------------+�-- -- ---- -- 17-- ---n---------- ----- c<1 / ! 1 -� - Ili----- (Defeen for Till in Mud ) > 2ND FRAMING f3) 9 I✓2" LVL Hdr. (3) 9 1/2" LVL -Hdr. (3) 9 1/2" LVL Hdr. (3) 9 I/2" LVL Hdr. �it� ; Bearrm Wall Ref' 11 _ _ _ _ _ I I (IST FLOOR) —.—. —.—.— — -- ---- ) 14' LV --- __ 2 ---- (3) 9 I/2" LVL Hdr. I ii iii I lush) II 1/8" L 'Vlr F.J., 16"oc ------------------- I II -� n n1 � m Under Dormer Wall D j 111 ii1 �' °' i 2x10 R.R., 16" oc p _ 7 JOB: - - �1h 1111- - - - - o Al I - - -�nII o Inlr - -�<- - - ! I - - I I rn M edicin2xl0 C.J., 16" oc i Al ONEILL/ROONEY n� 43 1 RESIDENCE MIII11I1111 II VIII (� >m � _ „ ----- _ ..... , � 14 TJI 360, Ib o.c. i > > 11111 O ) 1111 1 I \Iii in `•\ I 't25 MASON DRIVE A -1 11 - I i ! I I`1 - CUTCHOGUE, NY - , lY _ 11111 c<1 Illl1 � I I � Ili � Al � oL v- Iiii1 � v- Iiiil � I I I�I � = TOWN OF SOUTHOLD I I I a- O ^ III II11I O O 40 J 116„ SCTMu 1000-104-05-24 m Ilu' - nl x x 15 -10 cli 1!!11 y III11 N D N = III 1. ARCHITECT: L _ J _ _ (2) 14" LVL (Under Gable End) 111 III — _. .—.—. ...— n .— — r - - -=- • ----�---- 2x100 R.R----�_- — nl �� \ FREDERICK R. WEBER O 111 III (2) 1:1/2" LVL Hdr. _ 41 EAST MAPLE ROAD 111 111 2x8 C.J., ;� GREENLAWN, NY 1140 M 111 (3) 9 I/2 LVL Hdr. 111 16" oc \ 52 _ I WATER MILL,NY 119'14 ATH (3) 9 I/!2 LVL Hdr. ! I = „ I . I � (3) 9 I/� LVL Hdr. O n 2x10 R.R., 16' oc j 2x10 R.R., 16" oc I TEL 431 '154-5555 (3> 9 I/2" LVL Hdr. I I fweberarchitect9ahoo.com � III rl I • I ', � ____— — — 6x6 Pressure Treated -- ------------------- Post w/ "Simpson" ABU66Z SEAL: •` (3) 9 1%2" LVL Hdr. Post Base t "Simpson" PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WAL /WALL PL. P 9P• LCE4Z Post Ca (T ) TO FOUNDATION WALL I �� Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 12'-6" 14'-9" � l �R��1"(INC� NOTES: Ir 441_0" ,21_0" ;,� ^ �. ;P�� I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 2ND FRAMING NORTH TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 91-0" AND OVER WITH TRIPLE UPRIGHTS. B C ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ( IST FLOOR ) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. A6 A6 REV.: NOV 20, 2023 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. _ DATE: NOV 4, 2023 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I/ X11 - II-OI` SCALE: 1/4" = I'-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL JOB NO: w201801 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH SD 0 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. DRAWING NO. Il. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. st 13. ALL, MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS I1 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 FV WINDOW SCHEDULE FREDERICK Unit Model # R.O. Area Egres ROBERT WEBER ® ADH3250 3'-2"x 5'-0" Yes © ADH2840 2'-8"x 4'-0" No ARCHITECT A © ADH2O38 2'-O"x 3'-8" No A� OD ADH2638 T-9"x 3'-8" No O ADH3050 3'-O"x 5'-0" No O ACW2028 2'-O"x T-8" No I I OG AAN2020 2'-O"x 2'-0" No w I I HO ACW2840 2'-8"x 4'-0" Yes I JO ADH3244 3'-2"x 4'-4" No I I I Model Numbers Refer to "Andersen" A-Series, PG50, I Low-E4 w/Argon Glass, Simulated Divided Light `� _ o Roof ' J Uneve Alternate 42: Upgrade to "Andersen" StormWatch Series r/1 Uneven ° Hip w/ Impact Glass, Zone 3 i Hip F W II - - — — — — — — — — — — — — — — — — — N I I I I I i r+ Support Wall for 2x8 R.R. i (3) 1 1/2" LVL I DOOR SCHEDULE _ � � - -�- - '• r - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — J - - - - - SII - - - - - - - - - - - - - - - - III I I I - Unit Model Height i ht _ # Width g � I 1 I Overla Q, I I I ' i O Front Door w/ Sidelites 3'-0"x T-0' (Door) x Roof Roof y = I I I tp I "Simpson" (2) I'-2' x 1'-0" (Sldehtes) Vol o III m o- Cr "Therma-Tru O 6 I I , I i of Model CCA260, Glass Top Craft 2'-8"x T-0" (Door) 0 2x10 R. 111 2x 16" oc1 1 0 2xl R.R., 16" oc 3 "Andersen" FWGD6013R, Gliding 6'-0' x 1'-3" ul'Ib oc - I I _V I 2x8 fE on 2x10 RR for Po h R ft r Bearing u.........4tll JIII a- I French Door, PG Upgrade (R.O.- Custom) rie of"i2oof (3r�eak o _____--- ° -_ \Ili'•. r-- w l 12x8 C.J., 16" oc m l Roof "Andersen" FWGDIIIOI3-4, BiParting 11'-10' x T-3" p ---- -- --------------- --- E s s �9II11 d j• �- �'I I 1 E II _ 4 fit Gliding French Door, PG Upgrade (R.O.- Custom)) _ ♦ N•.• • JIIIU t- U � III � I I I End of Shed Dormer — i 5 "Andersen" FWHID5013APLR, Inswinging 5'-0'x 1'Al Al -3" III ^ ---------- French Door, PG Upgrade (R.O.- Custom) O Ridge OC pC III N I N I (2) 2x10 R.R. I i Roof III 1 1 2x101 R.R., 1 oc i © "Andersen" FWHID5013PALR, Inswinging 5'-0"x 1'-3" ~i C14b O III III I I French Door, PG Upgrade (R.O.- Custom) w cy C14 x x C14 (Y III c I I I Hip 7I7--- ` I III IN, V a�nIn ------- 0 I i o nl Nul '9 1 -------- i > III JIII JIII III Q -Jill ♦ `JG III > � ------J I I iv I :c — III U —Jill �................ i --------- ih DRAWING TITLE: = J 2) II l/8" L Ridge `�'iii a-III ��------ O ' —-ill-———.' _,,.•111_ `-' ROOF FRAMING M J --.--- irr------------� —ori--------- -- ------- —> c<IIII ----- /� I � �.,. - iii v iii 0 v o 12ND FLOOR) ou 1 1 1 0 III v T x r III o ° (3) 91 LVL N �� I 2x10 I R.R.. I oc c� � III N .a i I � � III QC •—•—• •— •—• I .,c O III Ov Ir1a di III O \�a it I (2) 2x10 R.R. I u7 XIII �o, 9 9 �c�y III x ��� I ------------- --- - �ylll Roo __Ill_� �• (3) 2xIQ Hdr. .�--�__ _____ _ Line of 8 End of Shed Dormer i -- --- - Line of -- D mIIF=��==__�____��=�IIm III ���� I L\� III Q, I 2x8 C.J.,I 16 oc I D JOB: Al ° III � I III o o i III I III m '6i I I I °' ONEILL/ROONEY ro 111 rnI 0 I RESIDENCE i p� III v I III 0.i �i •' a- a I j I _V 1 a- Roof I III p/ I III i i 0I J I � I i i III J I III bo i i O 111 > I 111 O O _ �I CO 1 °D I = 125 MASON DRIVE Lo I „ x 111 J I nl x x , . u I f I 16,_6" 671 — CUTCHOGUE. NY 3 -6 n III = IS -8 III N 6 -4 C4 °I` I c l U IEl I TOWN OF SOUTHOLD i III I III o° i •' 1 �' I I I SCTM# 1000-104-05-24 III I nI 2x10 R.R., 16" oc 1 1 2xl R.R., 16" oc i i 2j 0 R.R.- 2j , R.R., . I Ro f III " I rr III I I / ARCHITECT: i 111 I6 oc I 16 oc III I I I I III Gable Dormer III +�•'��•.' Overlay I I i nl nI ry.' i . Roof 1 I I i i 111 (3) l I/2:r' LVL nl ,. �f.•'• r------_ FREDERICK R. WEBER iii iii 1 iPy l3) l I/2" •:LVL Roof 41 EAST MAPLE ROAD III III �'o GREENLAWN, NY 11140 L - -FII- t rHf - - - - - - - - - —'— ` 52 NOYAC PATH i 1 I WATER MILL, NY 11914 rn i Roof TEL 431 154-5555 1 fweberarchitectegahoo.com - -- - - - - - - - -I- - - - -- - - - - -�.. SEAL: 12'_6" 14'-9" r n 16 -0 44'-0" Ir Ir FRAMING NOTES. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ROOF F NORTH TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. FL4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. DC ( 2ND ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. REV.: NOV 20. 2023 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. A6 A6 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. _ DATE: NOV 4. 2023 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" = 1'-0" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO. w201801 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND (PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 6 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. DRAWING NO. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF S2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.—WATERPROOF 0GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT QI DUP.REC.—(I)SWITCH OPER. SPECIAL OUTLET Hose O SURFACE MTD.—CLG. Bib -- -- — SURFACE MTD — --- ---- ----- ------- ---- — -- — — ----- — P CLG. (Porcelain) -------------------- -------------------- ------------------- I \I - RECESSED-CLG. I I 61`1 ---� b WALL MOUNTED F—�--I \ \ C DUP. FLOOD I � 04 RECESSED (DIRECTIONAL) II SHOWER LIGHT (Wet Location) rT, I i \ fiink Com--= UNDERCAB. FIXTURE I \ an ® ® DOORBELL/CHIME �4 II \ \\ D EXHAUST FAN \\\ Li ht n r / T'i�� ------------------- PADDLE FAN W \ Li t r__---- � wP ,Ih ,,ryrye� j j Blbe PADDLE FAN / LIGHT i�-———— — w.P. / -- -- YYw.P. ------ -------- G4 D 3 4 `---i--- GI GFI ATTIC FAN ------ \ Sink � .••••� ur acs •Surface I � sP SPEAKER 14 . ............. I A TELEPHONE O 0 CABLE VISION i 1161 I I O \ \\ o �, © COMPUTER (Cable E Phone) (� �� I TO THERMOSTAT I I \ Cmoke � FAN/LIGHT I I I \ PedaIt COQ SMOKE/CO DETECTOR I I I i i ; Ch ndeh I Surface ` ......... .I..I ... i — --; V ...................... �. .. SWITCH CISink O $3 SWITCH 3—WAY Pen ant a AC #IA 4 SWITCH -4-WAY ,,{{�� , 'IN4D SWITCH W/ DIMMER ` Ow.p. `� i 1e�dicine het $w SWITCH WATERPROOF O AC GFI #2 JS JAMB SWITCH KEY PAD DRAWING TITLE: i ------ -------------- r ------ - - -- ELECTRICAL \ --- - -=---- 4 `M'GFI (oGFI Ref IST FLOOR ----------------- ............... ...... ...... _ ------- G ELECTRICAL NOTES : Hose Or,F1 0 Bib ------- - �. I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. 49- �� ® UL 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. _�__ IB(D D� 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT AND CO DETECTORS PER CODE. Bsmt. Smoke JOB: 5— AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TV CABLE OUTLETS, WIFI, CAT 6 I I I Medicine INDOOR/OUTDOOR SPEAKER CONNECTIONS t OTHER SYSTEMS AS REQUESTED BY OWNER. it I I I Chandeli r Cabinet , ONEILL/ROONEY 6— ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. RESIDENCE 1- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES d EQUIPMENT. rrr .i...... oor TV G I r 125 MASON DRIVE i I I I CUTCHOGUE, NY ELECTRICAL Fl >( TURES : I 3 I I TOWN OF SOUTHOLD SCTM# 1000-104-05-24 D AC #IB OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): \ I- CHANDELIERS (DINING, FOYER. ETC.) \ ARCHITECT: 2- PENDANT FIXTURES (KITCHEN, PORCH, ETC.) 3- INTERIOR E EXTERIOR WALL SCONCES __ ----------------------- 4- SURFACE MOUNTED FIXTURES �• � Hose FREDERICK R. WEBER 41 EAST MAPLE ROAD b 5- ALL DECORATIVE EXTERIOR FIXTURES ` Bi 6— PATH AND POST LIGHTS GREENLAWN, NY 11140 52 NOYAC PATH l— PADDLE FANS CP I I WATER MILL NY 11914 I I I I I ELECTRICIAN/GC TO PROVIDE: AND INSTALL THE FOLLOWING FIXTURES: I I I I I I i I I TEL 431 154-5555 I- ALL PORCELAIN FIXTURES I I i I I ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), HOUSING i TRIM (White) I I i I I fweberarchitecteaho y o.com 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. ------------_ I---- ------ _--_-Im - 'f- UNDERCABINET KITCHEN FIXTURES (LED STRIP). - ------ SEAL: To Post/ Path 66 hts OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR — RANGE: (6) BURNER DUAL FUEL, 36", BURNERS— PROPANE, OVEN— 30 AMP ELECTRIC 2— MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE ` J ' \ ' a .� 3— REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) � T 4— DISH WASHER (QTY. 2): ELE=CTRIC t PLUMBING 5— BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 6— KITCHEN HOOD: 36"WAS"HZA"D, CT EXTERNAL BLOWER, 900 CFM 1— WASHER: FRONT LOAD 8— DRYER: ELECTRIC DRYER ELECTRICAL NORTH IST F REV.: NOV 20. 2023 PLUMBING NOTES : 1/411 = I'-O DATE: NOV A. 2023 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. SCALE: 1/4" = I'-O" - ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. JOB NO: X1201801 3— INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4— ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST—IRON TO REDUCE SOUND LEVELS. — ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT—OFF VALVES IN BASEMENT. DRAWING NO. 6— ALL SINKS ARE TO BE UNDI=RMOUNT . 1— PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. 8— PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL, AND GENERATOR. El OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 4D DUPLEX RECEPTACLE WEBER Qp W.P. DUP.REC.-WATERPROOF °F1 DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT 4I DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG, (Porcelain) - - - - - - - - - - - - - - - - - - - - -- - - - - RECESSED-CLG, IrT,I ' I I l 1-0 WALL MOUNTED M DUP. FLOOD 04 RECESSED (DIRECTIONAL) I Is� SHOWER LIGHT (Wet Location) I i CCS UNDERCAB. FIXTURE `J ® ® DOORBELL/CHIME I EXHAUST FAN I I r PADDLE FAN I '- - - - - - - - - - - - -- - - - - - - ' I I I I I I PADDLE FAN / LIGHT _ J LJ � - -�- -••'. -�- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - J- - - - - - - - - - - - - - - -- - - - � F ATTIC FAN r - - � SPEAKER 'TELEPHONE \ I I I I O CABLE VISION O 'COMPUTER (Cable t Phone) J : L .............................................................................................................................`..\ OTHERMOSTAT \ ------: -----------------------------------� TVI I I �] -� FAN/LIGHT \ I I I O SMOKE/CO DETECTOR a \� Surface I I I I SWITCH E4SWITCH a I I--•i I I d I �3 3-WAY SWITCH '4-WAY `P�{ D SWITCH W/ DIMMER F—I 02B ------ I___----- iw SWITCH WATERPROOF o JS JAMB SWITCH FK KEY PAD ---= ------- DRAWING TITLE: -- -`-- ELECTRICAL 2ND FLOOR I 6 I i I TV ,1 i I Q 2A/ i 1 `FF'GFI 0 --------�----- ----}--------------- -------- i I � JOB: I I I I ° Chandeh r I 1 I ONEILL/ROONEY ]T i i ; RESIDENCE Desk i I I I I I To 1st 125 MASON DRIVE 1 Floor CUTCHOGUE, NY TOWN OF SOUTHOLD SCTMS 1000-104-05-24 I I i I I I I ARCHITECT: , I I FREDERICK R. WEBER 41 EAST MAPLE ROAD L I GREENLAWN. NY 11140 - - - - - - , r - - - - - - - - - - - i� I LL I /I 52 NOYAC PATH rJ I � I I WATER MILL, NY 119'16 , n I I I � I I I I TEL 631 154-5555 I fweberarchltecteyahoo.com - - - - - - - - - - -I- - - - -- - - — - - J.. SEAL:" 1. E L E C TRIC A L NORTH 2ND FLOOR REV.: NOV 20, 2023 DATE: NOV A. 2023 SCALE: 1/4" = I'—O" JOB NO: w201801 DRAWING NO. E2 OF E2 FREDERICK ROBERT WEBER ARCHITECT I I I I I ! J I J I J :...: I I I r-------n ! I I I I I I (v) I I I I I I I I I 1 06 F I 6FI I I I I I I I I w I I I I I I I I I I I _____ -� Porch Foundation Walls: I I ❑ ❑ ❑ I I I I I I- I I Basement Foundation Walls: 8" P. Conc. Found. Walls w/ ( I I I I I I I I I (2) 45 Bars, Top t #4 Bars I I I I P 1 ! I ----- I 10" P. Conc. Found. Wall w/ 18" oc Vert., Extend into Slab I I I I O I L_______J L_____J L_� (2) 45 Bars. Top t Bot. t on 18"x 10" Cont. P. Conc. Ftg. I I I I I I 44 Bars 10oc Vert. t [II W w/ (3) #5 Bars (Tgp.) i i I Between Wall and Ftg. on ---------------- I I ! I ! � ' I 20"x 10" Cont. P. Conc. Ftg. I I I I I I j i S w/ (3) #5 Bars (Tgp.) I I ------------------------ I I I I i1 -------- i i I I -------------� .. .. ------------------r > I r--------- -------------- --------------- GFI !--------� L-------------------- I � III GFf I i i I I I.I I I I III To New Approved ! iSanitarg System I i I I III I I O � i I I III I I O >I I �----� I I i :...i..... .....i...: 1 III a-I I I I I I 1 -I r Smoke I i l I I I CO O L_-_ I I I.I I I A A I I J 42A/2B � I I III I IIAC #IA1 I I I. I \♦ \`� I I 111 I �\_'�� ` I I I •I I 1 DRAWING TITLE: I 1I1 i i ELECTRICAL BASEMENT ` I I 0 I I I I I Ii1 ! I I ----------------- GFI _ I I _ I _ I _ _ — — — — — — — — — — -0— -1--•—•—•—•—•— — — — -F r_ _— ----------- -- -------_ I I I I -�- -- ------------ 1 --! ------------------------- —! .I --------------------- ! GFI I I ----� '4 I I III I I I I L ____ 13 III I I I I Fan/Cal Underground) I 111 I I Electrical ! I ----iI I .I - L-------, Service1 1 200 Amp ----!° III I JOB: —B—•—j i Electrical 9 I I ! 1 1 Panel ---- III ?� I `i---- O FILL/R E I ! e III , 1\ I , N OON Y 1 I , I .I ! 1 RESIDENCE c I III N I . L____J I 125 MA50N DRIVE s Smoke i i y i 1 j CUTCHOGUE. NY I I CO O I.I -- i 3 i J TOWN OF SOUTHOLD 1 I 2 1 1 1 �� �\ 5CTM# 1000-104-05-24 $- I iii i IiAC #IBI 1 ! _ r_I_1-- ----- I------------ J ._,. ARCHITECT: Vent Direct j 1 Propane i Boler (� r---------------------- FREDERICK R. WEBER --------, In erect r - --------------------- GFL----------_J I 41 EAST MAPLE ROAD --------------- --------- ! GREENLAWN. NY 11140 I LLt �e_e�_ ^ I__—_—_ --__I_J 52 NOYAC PATH r------, r___________________________ WATER MILL, NY 119'iL II I -------------------- I I I I I 1 L_________-__ Basement Foundation Walls: TEL L31 154-5555 i i i 1 Pweberarchitectegahoo.com 10" P. Conc. Found. Wall w/ Existing 1 L---------------------J I (2) 45 Bars, Top t Bot. t Water Service 1 I #4 Bars lVoc Vert. t (Re-Connect) I SEAL: Between Wall and Ftg. on r - 20"x 10' Cont. P. Conc. Ftg. I -------- I fi--------i I w/ (3) #5 Bars (Tgp.) ( 1 I -------yl - ------- I 1 r ELECTRICAL NORTH BASEMENT REV.: NOV 20, 2023 DATE: NOV L. 2023 SCALE: 1/4" = 1'-0" JOB NO: w201801 DRAWING NO. E3 OF E3 1 1s Roof—`---------J.IL3----------------- -- �IL3, I 2 1/20__ ___—t —__ 2 1/2" Mi B TH 2nd j i OATH 12 1 !, 1 I I I I I I 1 + 21/2" Il 2" 1I 2" 21/2" 112" 211/2" 1ly2" 211/2" 1IV2" I I I I I I - I 2nd Floor I I I ------------ - r--——— — — -- ---------t------ -- -- ----- 3„ 2" 2" 3" 1 1 2" I 1 1 2" 3" 2" -J;L --------------7------ ----- --- ---- ----I------ -------- ------------7---------------- C.O. I 2 1/2" i_ 2" 3„ 3„ 2 I/2"C.O. 1—___�----- ----C----------.___ ---- ----�--- — -- --I--__ 21/2_ --�. I HALF BATH i KITCHEN i BUYLERS i M.1 BATH Ist i B, ITH I LAUNDRY] 2 112" I ly2" 112" 1 Ir2" I Iy2" „ 1 112" 2 112" 1 I.r2" 1 I i 2" 2 112" 1 1.'2" I lt2" I I I I 3 I I I I I DW I DW 1 1 I I I I W I I I 1. I IstYFIlor -- ------------ --- I _ _II 2"— --- ------ 2 _------ 2---- 2„ LIL2" ------ 2„ 3� — 1 1 2"-- 2„ 3„ —I 12" -- -- 2„ —M F.A. C.O. --———-- ------- ----------- ----------- ---f— To Approved jC.D. C.O. Sanitary BuildingDrain, �4” Diameter, 1/8" System per Ft., Min. Pitch Basement ;il., q ------- --------'---------------------------'--------------------------------- PLUMBING SCHEMATIC NOT TO SCALE O NEILL/ROONEY RESIDENCE CUTCHOGUE, NY DEC 29, 2023