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TOWN OF SOUTHOLD a� BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50834 Date: 6/20/2024 Permission is hereby granted to: Rakhmanine M&JV Revoc Trt 6488 Forest Knoll Ct Allentown, PA 18106 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per SCHD, DEC, Trustees & ZBA approvals. At premises located at: 685 Bungalow Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-3-9 Pursuant to application dated 4/26/2024 and approved by the Building Inspector. To expire on 12/20/2025. Fees; SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,721.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $1,821.00 4---, 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 l�tt w.southoldtownny.gon; Date Received APPLICATIONFO R BUILDING PERMIT O For Office Use Only , j PERMIT N0. j —3 Building Inspector,, Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. u Date:04/22/2024 OWNER(S)OF PROPERTY: Name:Mikhail&Jennifer Rakhmnine living Trust SCTM#1000-123-3-9 a Project AddressM `ungalow lane Mattituck NY 11952 Phone#:610 762 0795 Email: mr ik9l@hotmail.com Mailing Address 6488 Forest Knoll Court , Allentown PA 18106 CONTACT PERSON: Name:Mikhail Rakhmanine Mailing Address:6488 Forest Knoll Court ,Allentown PA 18106 Phone#:610 762 0795 Email:mrak9l@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name:Christopher Jeffrey Architects Mailing Address:11 Sheridan Road Hampton Bays NY 11946 Phone#:631 594 5485 Email:Chris@Christopherjeffrey.com CONTRACTOR INFORMATION: Name:Scott Edgett North Fork Woodworks Mailing Address:PO BOX 1407, Southold NY 11971 Phone#:631 298 7900 Email:Build@NFwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑Other Renovation $ 2000000 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes SilNo 1 PROPERTY INFORMATION Existing use of property:re$IC�eCltlal Intended use of property:re$Identlal Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R 40 this property? ❑Yes ANo IF YES, PROVIDE A COPY. ® Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION 15 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Mikhail and Jennifer Rakhmanine ❑Authorized Agent BOwner Signature of Applicant: . Date: - Commonwealth of Pennsylvania.Notary Seal MOUNA SAP'N.Notary Pubiic STATE OF NEW YORK) Lehigh County My commission Expires January 12.2028 SS: Commission Number 1294003 COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individuarl° going contract above named, (S)he is the (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 day of A , 20 7 Lj Notary Public AUTHORIZATIONPROPERTY OWNER (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 DWELLING PROPOSED 8'0 X 4' PROPOSED 8'0 X 4' PUBLIC WATER DEEP ROOF DRAIN DEEP ROOF DRAIN McDONALD GM SERVICES 11/10/21 N 49'15'00" 6 ,E60.00f' 13.8 ' DARK BROWN LOAM (OL) 1%'E9 SOIL IBORING $ 2.W BROWN SILTY SAND (SM) Y o PROPOSE SANITARY I � a AY C SYSTEM { ) 07 % % WA.- \ 1 /P1 "`.,, _ N 10.0' PALE BROWN FINE SAND (SP) o FS- I ( C, • \ FENCE % EIGHEST EXPECTED GROUNDWATER ELEV 2.0 I ��)) PROPOSED 8%%N WATER IN PALE BROWN FINE SAND (SP) 5 I ) � � -.. 1� .T-HOLE—DATA CAMOE 1 ) ) POSED\ ljT - - 518 1 n /MON 31,,1122 SIF / N7.S, ` crI N, 0.71 AC. � 6- . e1n ELE, �� �•—.—•_—° f�TNG GARAGE 17.7 --�_ S 49' 15' 00" A �� �_ �� 'SAS-- °• a � PROPOSED 8'f % 4' 298.47' DEEP ROOF DRAIN PROPOSED 8'f X 4' DEEP DRIVEWAY DRAIN PROPOSED STORMWATER PLAN _- ;,; ft � SILT FENCE SCALE, 1=20 = ;' CONSTRUCTION SPECIFICATIONS 1.WOVEN WIRE FENCE TO BE FASIENl D SECURELY TO FENCE POSTS WRH DRIVEWAY DESIGN CALCULATIONS ROOF DRAIN DESIGN CALCULATIONS(FRONT) ROOF DRAIN DESIGN CALCULATIONS(REAR)WIRE TIES OR STAPLES. DRIVEWAY AREA POSTS SHALL BE STEE.EITHER __R'Y OR 11' =4887 SF ROOF AREA=1550 SF ROOF AREA= 1750 SF TYPE OR HARDWOOD. W `¢ 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE 1923'2"RAINFALU12 x 0.3(runD6 coefnclenQ=96.6 CF 1550'2'RAINFAI2=258 CF 1750.2"RAINFALL/12=291.7 CF _ WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION.FENCE SHALL 96.5CF/42.2 CFNF(8'DIX POOL)=2.3 VF 258 CF/42.2 CFNF(B'DIX POOL)=6.1 VF 291.7 CF/42.2 CFNF(8'DIX POOL)=6.9 VF - BE WOVEN ME.121/2 GAUGE,B'MRBIUM MESH OPENING. PROVIDE 1-VIOLA X4'DEEP=4VF PROVIDE 2-8'DIAX4'DEEP=8VF PROVIDE 2-8'DIAXN DEEP=8VF 3.WHEN TWO SECTIONS OF FLTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FLIER X,MIRAR 10OX,STABIIINYA T14ON,OR APPROVED EQUIVALENT.REFMAP OF MARRATOOKA PARK 4.PREFABRICATED UNITS SHALL BE GEOFAB,DNVNIOFENCE,OR APPROVED 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED FILED 5/7/1914 MAP # 19 WHEN'BULGES'DEVELOP IN THE SILT FDICE SITUATED AT UCK WOVEN WIRE FENCE(MIN.14 1/2 TORN OF SOUTHOLD GAUGE W/MAX.B'MESH SPACING) 38'MIN.LENGTH FENCE SUFFOLK COUNTY, NEW YORK POSTS DRIVEN MIN.18' 3B'MIL FENCE PST TO G INTO caouNo. SCTM#. 1000-123-3-9 WVVEN 114 W/ ", 2! 685 BUNGALOW LANE, MATTITUCK ... -� wrm FILTER CLOTH ,. _ GROUND — a HEIGHT OF FILTER ` r• .-. =1B'MIN. COMPACTED SOIL - N . .. - �� � �IANIEL R. FALASCO, P.E., P.C. y `. ... ..- A MkBED FILTER IN O - ---- W W 3yW gW W y A MN OF B•N 4' s CONSULTING ENGINEER - - B'MN. SECTION YEW � 94 STEUBEN BLVD., NESCONSEF, NY 11767 PERSPECTIVE VIEW : (516) 317-7209 SILT FENCE DETAIL ° DATE SCALE DR&SVIM NO. N.T.S. sl 11-08-22 1 AS NOTED Evan T.Steffens Nationalgrid Senior Supervisor Gas Customer Connections,NY April 30, 2024 Mikhail & Jennifer Rakhmanine 6488 Forest Knoll Court Allentown, PA 18106 E-Mail: M K91 1CCLO ,COM ; Cl°11 L NFWOODW+ S.COM National Grid WO#: T102612502 Service Address: 685 Bungalow Lane Mattituck, NY 11952 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811" at least 2 full business days, not including the day of contact, prior to digging by calling "811" or by using the website https://ngmork- 811,com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY "811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, 8van T. Ste `ens Senior Supervisor Gas Customer Connections NY 16501slip Ave,Brentwood NY 11717 T:833-359-0645 eva .see �d" ational rid.corrr idtiru r ce, in (dn i B- i c: CGenerated by REScheck-Web Software N/i Compliance Certificate Project 685 Bungalow Lane Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area. 3,209 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 685 Bungalow Lane Mikhail Rakhmanine Christopher Jeffrey Architects pllc Mattituck, NY 11952 6488 Forest Knoll Ct. 11 Sheridan Road Allentown, PA 18106 Hampton Bays, NY 11946 610-762-0795 631-594-5485 mrak9l@hotmail.com chris@christopherjeffrey.com Compliance: 0.9%Better Than Gode Maximum UA: 572 Your UA: 567 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-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. EnvelQpe Assemblies, Ceiling-2x8: Flat Ceiling or Scissor Truss 1,698 30.0 0.0 0.035 0.026 59 44 Ceiling-Hot Roof: Cathedral Ceiling 1,230 38.0 0.0 0.027 0.026 33 32 Wall 2x4: Wood Frame, 16" o.c. 1,104 15.0 0.0 0.077 0.060 75 58 Door: Glass Door(over 50%glazing) 21 0.300 0.320 6 7 SHGC: 0.30 Window:Vinyl Frame 109 0.300 0.320 33 35 SHGC: 0.30 Wall 2x6: Wood Frame, 16" o.c. 2,004 21.0 0.0 0.057 0.060 85 90 Door 2: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 1 of10 Door 1: Glass Door(over 50%glazing) 119 0.300 0.320 36 38 SHGC: 0.30 Window 1:Vinyl Frame 366 0.300 0.320 110 117 SHGC: 0.30 Wall-partition 2x4: Wood Frame, 16" o.c. 240 15.0 0.0 0.077 0.060 17 13 Door 3: Solid Door (under 50%glazing) 21 0.140 0.320 3 7 Wall-Partition 2x6: Wood Frame, 16" o.c. 176 21.0 0.0 0.057 0.060 9 9 Door 4: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor 2x8:All-Wood Joist/Truss 817 30.0 0.0 0.033 0.047 27 38 Basement Wall: Solid Concrete or Masonry Wall height: 7.0' 819 0.0 14.0 0.050 0.059 41 48 Depth below grade: 6.0' Insulation depth: 7.0' Crawl Wall: Solid Concrete or Masonry Wall height: 3.5' 370 0.0 10.0 0.072 0.059 27 22 Depth below grade: 3.0' Insulation depth: 3.5' 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, 4/16/2024 Name-Title Signature Date 611, Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 2 of10 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-Ins ection/Plan P �� " Section pla Value field Verified Comments/Assumptions P Value ns Ven to & Re ID ❑Comnlies94 Requirement " ww _.,� ....m . ,. .,, . ... Review. ._ _ ,. a,. 103.1, Construction drawings and p iwill be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable :construction documents. ___ 103.1;m. ...., .Constructs . ._—drawings a...... �. . ......... ���.... .��� ..w...� .. ....��'Requirement will be met, Construction draw' and ❑Complies 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 Commercial Provisions. _ 402.7 sized Heating and coolie equipment based Btu/in Heatin 'ElCom lies 'Requirement_ g is. Hea g: g p will be met ACCA Manual S hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: �1 High""Impact(Tier 1) !"2..a Medium Impact(Tier 2) 3 Low Impact(Tier 3)" Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 3 of10 �- Plans Verified Field Verified. , complies? p Foundation Inspection���� _- � ,�� � � . . . Sectian A Value Value -. .., Comments/Assumptions Ylons 402.1.1 :Conditioned basement wall R- R- ❑Complies see the Envelope Assemblies [FO4]1 insulation R-value. Where interior R- R ❑Does Not table for values. 41l :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. 303.2 insulation inonedstalled i balled per asement wall .. ......._.. uw� . „ ,._, _a ......,. _ -.ElDoe s hot ,...�. .�. _... _ 05] m lies Requirement will be met. 1 insulationi manufacturer's instructions. ❑Not Observable ❑_Not Applicable 9 Conditioned t wall ft � _ .....,..... ft ❑Complies See the Envello a Assembliees tabl F06]1 insulationat bp or ion depth of burial I ^~rv'LLL na ❑Does Not distance from top of wall. _ []Not Observable QNot Applicable 303.Z.1 A rotectiv . . ._r W ._._. ,m ���;_�_.___ ...-_.m� -u.. ... pr a 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 O12]z Snow- lsnd is -melting system ❑Doesplies _Requirement-.. will�met. ..... will be met. contro Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: p Tier 2) � 3 Low Impact(Tier 1High Impact(Tier 1)� 2�Medium Impact( � Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 4 of10 .��.- io^ .mwm ....__..._._.. ... .. In Inspection ns pe.cet.i.tnn...�P,l ansVerified. Fiel fiedJ Complies? Comments/Assumptions omments/As samptio n,s & Req Value ,_n — 402.1.1, Door U-factor. U- U- Complies See the Envelope Assemblies 402.3.4 (Does Not table for values. [FR1]1 .❑Not Observable ` a ❑Not Applicable 402.1.1 :G lazing U-factor(area-weighted U � ® °milli s t bee a Envelope a Assemblies 402.3.1, average). ❑Does Not 402.3.3, ❑ 402.5 ; Not Observable [FR2]1 '.❑Not Applicable 5tj �.. is ,®Conlplies......�.�,_Requirement will be met. ,. _�. [ 3.1.3 factors of fenestration products i e 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 barn per er d thermal barrier r �. ❑Co..�. �. ... ..re w....m et. � � mplies Requirement will be met. alled manufacturer's ❑Does Not instructions. ❑Not Observable _a.� ..... m ❑Not Applicable Fenestration that is not site led as meetingilt Complies !Requirement will be met. [FR201" is listed and Does Not *F AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC [:]Not Observable 400 that do not exceed code ❑Not Applicable 1402.4.5 IC-rated re ❑Comlies Requirement................ _., -m.m._. .��.� . � ... .... ... ..._m..,. .................. . ... .—; . .. �_ -�. recessed lighting fixtures p q w..,. .. n t will be met. �[FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable [03.3.1 Supply d return where duct is FComplies =Requirement will b pp y rn ducts in attics ❑' a met. 1 Does Not >= 3 inches in diameter and >_ ❑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 A.,. ...,. w. ......,_._ .... ............... ........... .❑Com lie..._ p s Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. _ 403.3.5 _ Building cavities are not used as � ❑Complies Requirement will b....� e met. [FR15)3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ',[:]Does Not below 55 °F are insulated to >_R- 3 ❑Not Observable '❑Not Applicable ..m .... . ..,_ ........ ............. .__. - .,.,....... .__., . .. .,, �� ......,.,,.,.� �. ...._... _ ... .... 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 1403.5 Hot water pipes are insulated to R � h R ODoespNot Requirement will be meta [FR18] A ❑Not Observable ❑Not Applicable 1 Hi h Im act(Tier 1) m Z w� ...� g p Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 5 of10 ..Fpanwa Verified i el Rough-in Inspectim V � .� _.... _ comments/Assumptions .n. s... Re m.. . , _ 403.6 Automatic or gravity dampers are El Complies Requirement will be met. [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: (Tier 2) 3 Low Im ._ .. act(Ti p 1 d er 3) ��High Impact(Tier 1)�� � 2 Medium Impact _....._. Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 6 of10 Section F ns Verified Fit d Verifie # Insulation Inspection Value Value Complies? Comments/Assumptions .& Re .LD NNN 303.19w,.,...,.,.,, ___ ...._.. �� All installed insulation is labeled ❑Complies Requirement will be met. [I13]2 or the installed R-values ❑Does Not �y provided. []Not Observable ❑Not Applicable 402.1.1, Floor Insulation R valUea R- R- ❑Corn Iles See the Envelope Assemblies 402.2.6 ❑ Wood :❑ Wood 1J'Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable w _ . .... �402.2.8 �mlanufactuaeiro's installed per........-.��...�W--.� ,,,,.. .�.. �. ..- ..,y.. w �--�.�._ .. �Complies Requirement will be met. ....--� .-m.. -... .,..�.6�.... a._..-... instructions303.2, oor and ❑Does Not [IN2]1 in substantial contact with the [-]Not Observable �tl ,underside of the subfloor, or floor ❑Not Applicable framing cavity insulation is in contact with the top side of :sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, R-value. If this is a R- R-_. ElC :S ..pe �..-bl Wall insulation -.. � ....�..� _ ®� _.. ompiies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood oes Not table for values. 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 manufacturer's installed per - � - ❑❑DompNot Requirement -et .Wall insulation is mstalle ' ement will be m es ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: (-Tier 1) 2„Medium Impact. .. - p Tier 2) 3 Low Impact(Tier 3) �H ighlmpact(T.._.-.. �.._.-m,. _._ Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 7 of10 # Final Inspection Provisions PfanValuefied Field Valuefied mm_ Comp__ III mm.......� .�. ection lies? Comments/Assumptions & Re�.ID ..mm_ ... . 402.1.1, Ceilinginsulation R-value Wood ❑ Wood _ []Does lies tee • p the Envelope Assemblies oes Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable ,402.2.E [FI1]1 ,❑Not Applicable ... __.._m . .__. ._ w....w I303.1.1.1, Ceiling insulation installed per OC p —Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable _ 42 0 .2.3 mule attics include be it permeable � ❑Complies 'Requirement will be met. adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402. insulation 2 4 Atticcce access hatch and ❑Does Not do r R �.. R — ElComplies ,Requirement will be....met. adjacent assembly. ❑Not Observable El Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 — �_ ACH 5.0. -� .m,..ies ..q r it - et. — 0 — ❑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 m Ducts are_- pressure kale w tested o....... ft2 .,._ cfm/100 .. .....ft2 cfm/100 ^ DComplies Requirement will be m —....... F127]3 determine air lea et. either: Rough-in test:Total leakage measured with a :❑Not Observable c pressure diffe rential i 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. .._ 1403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Require _.....,.ment will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. . 403.3.2.1 Air handler leakage designated... � �� �� �� . Complies Requirement -will b � - _r— _.A. e met. [F124]1 by manufacturer at<=2% of ❑Does Not design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F19]2 installed for control of primary []Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not :not applicable. ❑Not Observable . ❑Not Applicable .......�_ ........_ w.� ,a o. ._ �.�. . ..w_�.�o .. .............._ __ _ ........ 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 Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1wg -. ....m_ i ..__.. µ ...... . Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 8 of10 Final Inspection Provisions Plans Verified fied Field Vaiuefied W". Complies. Comments/Assumptions Section Value & Red � �.._. 4035h1 All llns not part mechanical tested iandsysted -�..... ....... ❑Comp Dies .Requirement .. will be ..e .. _ .. ❑Doe p' ement will be met. Not HVAC equipment meet efficacy and airflow limits per Table [-]Not Observable ❑ R403.6.1. Not Applicable 403.2 Hotwater boilers supplying heat ..a�., p lie❑Com m_ �m.�.... .. ._a s Requirement will be met. through two-pipeheating ❑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. [F128]2 have a 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 _ ex_.ists. [0 �.1.2 Electric heat systems ° .. ...... ❑Complies., Requirement will be met. 2 co 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. 403.5.2 Demand recirculation water h: �..... _ a,,o�._ww._... ....... ...,.. ................ ..._ _ ....__.... 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. 403.5.4 Drain water heat recovery _ ....._..._ _.._, e. �_. .._. _ . units ❑Complies :Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not 1355.1. 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 or more of permanent - ElCom lies 'Requirement will be me t. fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1 Fuel as lighting systems have _.._..._ _. ..,. .. . .... �'❑Complies - Requirement. � ....".,",. � 404.1.1 F g� g g y will be met. 3 o continuous pilot light. ❑Does Not []Not Observable .❑Not App licable - . . 401.3 Compliance certificate posted, ❑Complies Requirement... .m__ ...... will be met. [F17] ❑Does Not ❑Not Observable ❑Not Applicable �I ! 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low~Impact w(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 9 of10 section.. . .Flnal lns.wectl.. ..mm... .nw. ... . _ Yw Ca . 11es8 Com ants/ .. _. ..........._. P Plans Verified I rl a ssu tion Inspection visions Value i P & Re .ID 303.�.3.. Manufacturer nd nu . _ ....._. ..__ . ...mm..at.�e O om lies �Requirement. �. � ..� manuals for p will be met. mechanical water heating FIDoes Not systems have been provided. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact ...._ ......._ . pact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) _. .. _... � W�.. s _..� Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 10 of10 Effiliciency Certificate e e Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 III MINIMUM Heating System: Cooling System: Water Heater: Name: Date: Comments BOARD MEMBERS Southold Town Hall Le§lie Kanes Weisman, i Chairperson �f 53095 Main Road• P.O. Box 1179 Patricia Acampora S0 Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. PACTown Annex/First Floor Nicholas Planamentoy 54375 Main Road(at Youngs Avenue) UN , Southold,NY 11971 O http://southoldtownny.gov RECEIVED f� ZONING BOARD OF APPEALS Cs q•:I(LIM� .j TOWN OF SOUTHOLDIda IL Tel. (631) 765-1809 V 1% �, :."e� g• v."���.,,,f.� ,r t .. � FINDINGS, DELIBERATIONS AND DETERMINATIONSouthold Town Clerk MEETING OF SEPTEMBER 21, 2023 ZBA FILE: #7814 NAME OF APPLICANT: Mikhail and Jennifer V. Rakhmanine, as Trustees PROPERTY LOCATION: 685 Bungalow Lane, Mattituck, NY SCTM91000-123-3-9 SEQiRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type I1 category of the State's List of Actions, without further steps under SEQRA. SU FOI K C(IL Nl Y ADMINI a"WrRATIVE CODE,: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A14-25, and the Suffolk County Department of Planning issued its reply dated June 5,2023,stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 22, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FAC"rS/DESCR.IPyFION: The subject property is a nonconforming 31,122 square foot parcel located in the Residential R-40 Zoning District. The northeasterly property line measures 260.00 feet,the southeasterly line measures 146.51 feet and is adjacent to Deep Hole Creek, the westerly property line measures 125.00 feet and is adjacent to Bungalow Lane. The current dwelling is a one-story frame residence with a detached 22 feet by 22 feet garage as shown on the survey map prepared by Ward Brooks, LS and last revised October 19, 2022. BASIS OF APPI. CATIO : Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's April 11, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition)an existing single-family dwelling and construct a new two-story single-family dwelling; at 1) less than the code required minimum side yard setback of 15 feet; 2) less than the code required minimum combined side yard setback of 35 feet; located at 685 Bungalow Lane, (Adj. to Deep Hole Creek), Mattituck, NY. SCTM#1000- 1 23-3-9. RELIEF REQUESTED: The applicants request variances to demolish (by Southold Town definition) an existing single-family dwelling and construct a new two-story structure. The proposed new construction, on this nonconforming 31,122 square foot lot is not permitted pursuant to Article XXIII, Section 280-124; lots measuring between 20,000 to. 39,999 square feet in total size require a side yard setback of 15 feet and a required combined Page 2, September 21,2023 #7814, Rakhamine SCTM No. 1000-123-3-9 side yard setback of 35 feet. The proposed construction will have a side yard setback of 4.6 feet and a combined side yard setback of 24.80 feet. The Site Plan drawings show the new proposed footprint will maintain the pre-existing nonconforming setback of 4.6 feet from the western side yard and establish a conforming setback of 20.2 feet from the eastern side yard for a combined side yard setback of 24.8 feet where a 15-foot side yard setback and 35-foot combined side yard setback are required. AI�l fwd"'1 �1N Ii'9f`t�ItMA Il l' _,„ The Zoning Board has received six letters of support from neighbors. The Southold Board of Trustees Permit # 10269 approved a wetland permit to demolish the existing detached garage, concrete patio, and portions of the driveway and to reconstruct the current one-story dwelling with aone-story addition along with a two-story addition connected to a new two-car garage, add a new rear patio, and front patio, abandon the old rear yard sanitary system and install a new Innovative Advanced(I/A) low-nitrogen sanitary system in the front yard, along with the replacement of trees. w Lig 'N lC' ,mt f &w r V.RE A S 0 NS F(.dR-B TwI. 1:. The Zoning Board of Appeals field a public,hearing on this application oil September 7, 2023 at which time written and oral evidence were presented. Based upon all testimony,documentations, personal inspection of tine property and surrounding neighborhood, and other evidence, the Zoning Board finds'tile following facts to be true and relevant and makes the following findings: Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This waterfront community is Characterized by one- and two- story dwellings v+arying in sine. Due to lot sizes throughout the community, the majority of residences have nonconforming side,yard setbacks, This application Doses no undesirable change to the neighborhood. 2. Town J,aw "26 7-b °la '. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance The lot width makes it difficult to utilize the space while conforming to wide yard setbacks. The applicant are seeking to retain as much of the original house as possible, and framing, Since the proposed construction is deemed a dennoli�tion, including flee entire footprint, foundation, variance relief is required for the pre-existing nonconf'orrrning side yard setbacks. 3 Tanwn asw °"2fa"7-lla b . The variances granted herein are mathematically substantial„representing 699/'0 relief from the code for the single side yard setback„ and 29% relief from the code, for the combined side yard setback. However, there is no increase in the pre-existing nonconformity and the applicant does not propose any expansion of the footprint of the structure. 4 Town Law 67-b , 'b 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact can the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the"fownn's Storm Water Management Code. 5e ""pa wn yaw "26 -I 'b The difficulty has been self-c eated. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the lnm itatiennns on the use of the parcel under the Zoning Codein effect prior to orat the time of purchase.. 6. lown Law '2267-1). Grant of tine requested relief is the ranirninium action necessai)� and adequate to enable the applicant to enjoy the benefit of alternations, additions and the expansion of a single family residence with garage while preserving and protecting' the character of the neighborhood and the health, safety and welfare of the community. Page 3, September 21,2023 47814, Rakhamine SCTM No. 1000-123-3-9 RESOLUTION CO.F THE-BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the on the survey prepared by Ward Brooks, LS, last revised October 19, 2022 and the Architectural Plans (Sheets A-101 thru A-104, A-201, A-202, A-301) prepared by Christopher Jeffrey, Architect, last revised May 9, 2023. SUB ECT TO'I HE FOLLOWING CONDITIONS: 1. The applicant shall install a new Innovative Advanced(IA) Waste Water Treatment system approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE AI�PI�I�VA:I� S CI�AN�"1LED HEREIN Please Dead Carefully Any deviation from the survey, site plan andl"or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays andlor a possible denial by the Building Department of a building permit and/or the issuanCe of rt Stop Work Order, and may req wire a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the .;scope of the relief" granted herein, are not authorized tender this application when involving nonconformities tender the zoning code. This action does not authorize or condone any current orftdture use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON TI IS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not ' �y "4�v`NER'S tRESPONSI:BILIT TO ENSURE COMPLIANCE W11'14 T E CODE REQUIRED TIME Page 4, September 21,2023 #7814, Rakhamine SCTM No. 1000-123-3-9 FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Planamento, Acampora, and Dantes(3-0)(Members Weisman and Lehnert Absent)4Apped rnt to, Vice Chair for filing / �/2023 NEW YORK, STATE DEPARTMENT OF ENVIRONMENTAL CONSERVIVI]ON Division uf Ew/konrm.,n4al Peryyikt;,Region I S )NY -, SiwiyBiook,50 Chck Road,Sh.my F.Trouk,NY 11790 (631),14,1 0:;1(35 1 F (6131)444 W;60 February 16, 2023 Mikhail Rakhmanine Jennifer Rakhmanine 6488 Forest Knoll Ct. Allentown, PA 18106 Re.- Application #1-4738-04830/00004 Rakhmanine Property: 685 Bungalow Lane SCTM# 1000-123-3-9 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Elyssa Scott Environmental Analyst cc: J. Patanjo BMHP File Consewadmi AM OWNWO NEW PORK STATE I)EIAll'I'Mi�N'['()Ii' l--NVIIZONMI',-,N-I'Al,CONSERVATION Facility DEC ID 1-4738-04830 PERMIT Under the Environmental Conservation Law Qkl) Perinittee and Facility Information "I........... Permit Issued To: Facility: MIKHAIL RAKHMANINE RAKHMANINI PIZO111:11RTY 6488 FOREST KNOLL C'I" 685 BUNGALOW LNII000-123-3-9 ALLENTOWN, PA 18 106 MAT'l*lTU CK, NY 11952 Facility Application Contact: JEFFREY PATANJO PO BOX 592 BOHEMIA,NY 11716-0582 (631)487-5290 Facility Location: in SOUTHOLD in SUFl_.OLK COUNTY Facility Principal Reference Point: Ny'rm-i : 709.148 NYTM-N: 4540.367 Latitude: 40'59'15.7" Longitude: 72'30'49.4" Authorized Activity: Reconstruction of a single -family dwelling and the installation of an Innovative/Alternative On-Site Wastewater'Treatment System. All work must be done according to the plans prepared by Ward Brooks, last revised I/[8/22023 and 4/5/2022, both stamped NYSDE'-C approved 2/16/2023, EES. ............. - Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04830/00004 New Permit Effective Date: 2/16/2023 Expiration Date: 2/15/2028 ........... NYS D EC A p p ro v al By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: KEMN A KISPE'RT, Deputy Permit Administrator Address: NYSDI'-.0 Region I I leadquarters t__ SUNY ('(ii Stony Broo](150 Circle Rd Stony Brook, NY 11790 -3409 Signature: 6-Z A21 A Authorized DateC'_ '_ _1 Page 1 of 6 dmww NEW YORK STATE. DI?PARTMENT OF ENVIRONMENTAL CONS fi:RVATION Facility DEC 11) 1-4738-04830 Dis"I tribution List JI:;FI Rr;Y PAT'ANJO Bureau of Marine I labitat Protection Elyssa E Scott _._Pe"""rm><t Com o.. . . . __. _.m._. ... � .......� p ne I"nts NATURAL RESOURCE; PERMIT CONDITIONS GENT RAL C".0NDITTONS, APPLY TO ALL AUTHORIZED PERMIT'S NOTIFICATION OF 0T]IER PERmi,rTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - _. .... .,. ll _.. ' � Apply to the Following Permits. TIDAL WETLANDS LANDS j. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commenceinent At least 48 hours prior to commencement of the project, the pernaittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of prolcct, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Ward Brooks, last revised 1/18/2023 and 4/5/2022. 4. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction ofthis project shall be completely removed Iroin the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted .in wetlands sand/or protected buffer areas. 6. Contain Exposed, Stockpiled Soils All disturbed areas Where soil will be temporarily exposed or stockpiled fbr longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to suplllenlcnt these approved methods. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and Functional condition until the project has been completed and the area has been stabilized. Page 2 of 6 Am 41111000 NENIYORKSTATP- DF,1'ART'MENTOF FNVIRONMTNTALCONSERVATION Facility DEC ID 1-4738-04830 8. Concrete Leachate During constrLction, no wet c:Ir :fresh concrete or leachate shell be allowed to escape into any wetlands or waters ol.'New York State; nor shall washings from ready-mixed concrete trucks, mixers. or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 9. No Disturbance to Vegetated Tidal Wetlands 1 herc shall be no disturbance to vegetated tidal wetlands or protected bull'er areas as a result of the permitted activities. 10. Storage of Equipment, Materials The storage Of construction equipment and iriater.ials shall be confined within the project work area and/or upland areas greater than 75 linear lect from the tidal wetland boundary. 11. Seeding Disturbed Areas All areas of soil disturbance reSultiilg from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever conics first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 12. Clean Fill Only All fill shall consist of clean sand, brave], or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 13. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. 'There shall be no disturbance to the natural vegetation or topography within the 10' non turf'buffer zone as shown on the approved plans. la. Install, Maintain Erosion Controls Necessary erosion co ntrul nicaSUI S, i.e., strawbales, silt fencing, etc.., are to be placed on the downslopc edge of any disturbed area. This sediniciat barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and fLinctional condition until thick vegetative cover is established. 15, Authorized Innovative/Alternative Onsite Wastewater,rreatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of I lealth Services (SCDI IS). If SCDIIS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The; list awl"l/A OWTS systems which have received approval by S("1)l°lS are foulad on the Suffolk County Website under the Reclanri Our Water-Homeowncr section at: Overview of Provisionally Approved Technologies. 16. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (l/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department oft lealth Services (SCDI IS) permit issued for the system. Page 3 of 6 Aft N11?W PORK STATE. 1)1,.I'AR'I'MI:N'1' of I;;NVIItONMEN'I,AL CONSEIWA'TION f�icility DEC ID 1-4738-04830 17. "Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or sinlilar Dcpartnlent-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUF OLK County within 30 days ofthe effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days ofthe effective date of this permit to Marine Habitat Protection NYSD C Region I I leadquarters SUNY 0,' Stony Brook150 C'ircic Rd Stony Brook, NY 11790 -3409 Attn: Compliance 18. Precautions Agail)St Contamination of Waters All necessary precautions shall be taken to preclude conlamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury too the structure or work herein authorized which may be caused by or result:from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 20. State May Order Removal or Alteration of Worlc If future operations by the State of New York require an alteration in the position of the structure or work.herein authorized, or if, in the opinion ol'the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood .flows or endanger the health, safety or welfare of the people ofthe State, or cause loss or destruction ofthe natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, till, excavation, or other modification ofthe watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or:fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on accorult of any such removal or alteration. 21. State May Require ,Site Restoration if upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and In Such time and manlier as the Department of Frivironnicrital Conservation may lawfully require. remove all or any portion ofthe uncompleted Structure or fill and restore Tile site to Its f(:)rrner condition. No claim Shall be rnadc against the State of New York on account of any such removal or alteration. Page 4 of 6 AM taboo N1:W YORI<5"I'A'I'1? i)i;i'�iR'1'11i1:N'1'()l i:NV11ZC)NiV1[:N7'AI,CONSERVATION Facility 1)f:C 11) 1-4738-0,1830 GENERAL CONDITIONS Apply to ALL, Authorized 1 e -_ �' "Inds. 1. Facility Inspection by The Department The permitted site or tacility, including relevant records, is subiect to inspection at reasonable hours and intervals by an authorized representative ofthe Department of'Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ICL. Such representative may order the work suspended pursuant to IsCla 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative cluring an inspection to the permit area when requested by the Department. A copy ol'this permit, including all referenced maps, drawings and special conditions, must be available fin- inspection by the Department at all times at the project site or facility. Failure to produce a copy of., the permit upon request by a Department representative is a violation of this permit. z. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Departincnt requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, inodiCcation or transfer are to be submitted to: Regional Permit Administrator NYSIX,,C Region 1 Headquarters SLJNY Stony Brook150 Circle Rd Stony Brook, NY1 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 clays before pe.rinit expiration for the following perniiL authorizations: Tidal Wetlands. ,. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers, b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material hilorination of a material Change in e',nvironniental conditions, relevant technology or applicable law or regulations since the; issuance of the existing permit: Page 5 of 6 AM onallo NV,W YCIRK STATE DEPARTM[:iNT OI ENVIRONMENTAL CONSERVATION Facility D .0 II) 1-4738-04830 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the F!'Jivironmental COIISCI-Vati0i) Larw or regulatic:ms of the Department related to the permitted activity. 6. Permit Transfer .Permits are transferrable: unless specifically prohibited by statute, regulation or another perinit condition. Applications liar permit: transfer should be submitted prior to actual transfer of ownership. I [11"— �NOTIFICATI01�1 OFOT ' MFr.� �... . ......... _. _6....... .._ _.. s. _OTHER ERITT F OBLIGATIONS Item A: :Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnity and hold harmless the Department of Environmental Conservation of the State o l'Ncw York, its representatives, employees, and agents ("DE(.`) for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the perinittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions o:fthe pert-nit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC, and arising under Article 78 of the New York Civil .Practice laws and Rules or any citizen suit or civil rights provision under federal or stage laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing Its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions:for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, casements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NEWRK Department of STATE OF OPPORTUNITY. Environmental Conservation NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator P SUSAN ACKERMAN Permit Number NYSDEC-ENV. PERMITS SUNY@STONY BROOK Expiration Date 50 CIRCLE ROAD STONY BROOK, NY 11790-3409 NOTE: This notice is NOT a permit s NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: _ EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: ........ Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on ___m .. We certify that we have read the referenced perindt and approved plans and fully understand the authow ize° d project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.'The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATEm THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. QML&ng this line X__.... ................_.� _ ........ _._ ... ... ....X ___....� ..._.._.X NOTICE OF COMPLETION OF CONST&U_CTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail:dec.sm.R1MHP-BEH@dec.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: ........—EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: _ . ...... CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on _ We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITTEE: _ _W_ DATE .., _........ CONTRACTOR: DA"I"E ,._.._...� THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. a /�,/ rrnAoru EDI a m � %NR A atY i �Wa 0 LOT FPFA,=31,122 S.F. dITA%S Y„1kS'pEPv^r` ADJACENdT AREA,UPI.AND)-29,E72S,F, � p1A1��'�+ k w 1 d,w A wN c�r..NAr A7 Aa n."Mvd bJ CIA fz..,. a Y CE D" 4'1 1 21 F rIL !A .6kTr'J°C.... ... 1 STY pR10, Z. FR RES #685 �4 u� 9r'"r74 �fl69' W ur: m" 1492. 121,rdi E22 7 b f r n z 1a ,.fl' MAS AflAue Yi� E 'k ••s' I w�CigA!G':w�wa pr wsu �W1A srJ,ym. i a�e+wrc�A^mva",A'a r v'r.'rw'W tlUM?Ntl nANS,r „p ..dt5 y rf �' m L Box Mla".'Aeh MWz V'rc'l`zd:,!0 ,�. �n �.*".�'°•. 4� Ik k�„ � C.) Lu NSTGpw" dV �� I¢kV 4,4r;r'ti k 4e e4$y '. Frl; yy � arv ^� 125. EE a,rcr., 3„NN r NGpL �' D 1.1 NYSEC MAP OF DESCRIBED PROPERTY 8 APPROVED AS PL-R TERMS SITUATE AT MATTITUCK AN[)p ONDITtCNS OF TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK ? PrR'M7T NQ(" � y-1L ALSO APPEAR ONE ; "MAP OF MARRATOOKA PARK" "R FILED:517/1914,FILE#19 , CERTIFIED TO:MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE FIDELITY NATIONAL TITLE INSURANCE COMPANY(TITLE No,7404-01D660) t(„AyWd'W%W K25 V RD NHUJKS4 FIGHTS H''SERVE.Y.SUPI.IC:,TiONGr TNIS-Ell ISA,VfG„": fY=FED_RAC r6NHIGHi'1-11 tG'4 AI,R Il 3EItl:Rx Q"A FV ar'Pn9m,An c A 'I'T twEc,, flJw'W"'M.: C,N ..9%T.aVSnVw"w8w �al4'.rA1e',wu",r*' 101E li.✓ml l.n.IVIF XYtn rewmm, SCALE""=30'(19"xt;") all u.,'Hitt rt�nrw.rW'Try r x SCTM 1000.123.00_C.3.00 009,000 S. �9�8AINTRIJY,0.t, nN., ww dv�r,gH Wm�1rcN4 nty�Wr;cuaw....v m„rm nr eenewr:nxrr.,,�I,anAn+,rw,xlra .3URVEYET7:MARCH 14,2021 NN3FJ.-0."r,WM Awic�urrna " 'wuW.'9d WA ti,aA„n QA 4a°x rrw Yrua,x+rw,„mWat 7e.nr;;'w¢wsr1a.A;W REVISED:JUNE 2a,2G22 e 1-T C:A.,¢ r si::.r n .!:;r=t REVISED:OCTOBER 19,2022. 'AI,1'W,0wtA OK12%4.;,eL,rG 4d,srar.J';icaR'DW,,'re ,.mNa10%jm Ut r.-I,rw w.-Nrc'ern recNx uw' REVISED:J.ANUARY 19,2023 LAND SURVEY LONG ISLAND.COM WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE �gfl I BLUE POINT, NY. 11715 a ' (631) 576-7794 (631)363-3179 � ' WARDBROOKSO@GMAIL.COM " �ILt�1'10TT`F F "w `�u> El V.fIrVSU rO 1"r:EIC"ul.. t w IP .., .� u.rir"rt rs na su�I a k wp""oPfIP I� 1���9 4 a I� ..,. p la ppp'Ippp G ay ( q Ell yr, ✓\ jtxrt� „Jn f00i n�ir af Ell ter 7 N f {.)Az 0 ca cas(n vci n' xitf= as 0 PSE -u .c.... ✓'" "„ rda �n- lee 7;r— n r' r � 1 �p P n ;% I V v Phil, co, i v I w tom- , .. .._w.....�.W.�............. _ R b p G a I W j Pig _ z A � A z i PUM Q M Z OTC rn , ZM Cn-4 sx D. BOX O m O r I N P IS W "r kp N 0 =0 ^, ryry,, to qo-, SY"# I n1 P n > C Ntz m r g,q z z z ` Z 34" O N E -. '' Z � ✓� iv�o� �o r�.z� > �m z f �N LZJ l 1 Z Z O K _ � V J A. 5 u Y r+" M .. . .........,............f..... .° -....,.,.�. ,. 4 n4. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK , PERMIT NO. 10269 DATE: NOVEMBLER 16,2022 ISSUED TO: NIIIIIA.IL& JENNIFER RAKIICMANINE l PROPERTY ADDRESS: 655 BUNGALOW LANE MATTITDCK SCTM#1000-123-3-9 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees,adopted at the meeting held on loven bm ll 02:. ,,, r and in consideration of application fee in the sum of S250.00 aid b l^ Likhail lenr�:fer ll�khmanine, and pp p Y subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing 22'x22' detached garage,concrete patio,and portions of driveway; demolition(project meets Town Code definition of demolition)and reconstruction of existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two- M car garage; proposed 21.5'x13' rear patio and 51x14.5' front patio; abandon existing rear yard sanitary system and install an I/A low-nitrogen sanitary system in the front yard;with the condition of a 1:1 tree replacement,using native hardwoods; and as depicted on the revised site m gym' plan prepared by Christopher Jeffrey RA,last dated November 22,2022,and stamped approved on December 15,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. � ... 01, - % L_ _._ i .. « ,,' x�a� •�vx ,�x � .: � ;ate a�x; r .c DATE(MMIDD/YYYY) ACAOR" CERTIFICATE OF LIABILITY INSURANCE 09/19/2029 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S)„ AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER.. tqLMgL Commercial, Support 40gMarcusewood PDDrive PHONE Insurance Center App s MSd4CertsYYe._ .t? Na) ( „1) 390-9790 ° ° t1 ( . .. M1Afl re 3rd Floor L CMe scbrokes corn Melville NY 11747 IN...... INSURER(5)A6rORgING COVERAGE NAIC# B MINE AND GENERAL I 112294 North Fork Woodworks Inc INSUREBSOUTHWEST NE R INSURER....i . ,.e,., ........ _, .. _ PO Box 1407 XMIS,UP 'd. .,,.. ---- ....... Southold NY 11971 fNSUPtB .. .................... _. INSURERF; COVERAGES HP CERTIFICATE NUMBER.,Cert ID 27309 (15) REVISION NUMBER. 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. ...... ......,.....-TYPE OF INS...,------_ -. ( r .................. --- ..,.. .......... ,�pt�S#t ..® ....�ANDLStilS,.Fd ....... _ ..,...._..,Mtlr011AC7YYYY.,�..POLICiEXP 4 LIMITS LTR 0 000 CLAIMS-MADE X OCCUR Y GL2024LHB00003 101/01/2024 EACH OCCURRENCE 10 1 00 - .thAMAGE TG��LI�JTCO " 0 000 O�MERCIALGENE�L�IABILITYOl/O1/2025 gRLNAp'S , R�Fm_dcP9arr+ i..dw,),,,°. w, .. A X COMMERCIAL p -5,000 -MED EXP iAisone x�Pssrwp .. .... ..m ...-....... -,PERSONAL,&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT ... ,...... .GENE RALA,GGREGATE $ 2000 000 POLICY JEGT � LOC COMP/OPAGG S 2 000,000 X „ PRODUCTS ��. ®.-.. ....... PRO- X OTHER:&� location $ AUTOMOBILE LIABILITY SINGLE I RIT ANY AUTO - person) $BODILY INJURY(Per _ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY - AUTOS - HIRED NON-OWNEDROPERTYDAUVRtlA'E N° $ AUTOS ONLY AUTOS ONLY Par,� Iexrl) ... .„_ ........ ..........� OCCUR .............. .._„ .... ..... .r.000 A UMBRELLA LIAB EX2024LHB00002 01/01/2024 01/01/202'5 EACH OCCURRENCE '$ g ATE 5 2,000 00°0 p°p EXCESS LIAB C„:LAYdw9,a-M�FdD.E'. _AGGREGATE .... .. .. ....... ....... . WO,RFfE D COMPENSATION ..__ ..,.°.°. R EiTEN Th0 N S PER AND EMPLOY RS'LIABILITY YIN ACCIDENT OTH S _ SCAT T LPC _ ANYPROPRIETOR/PARTNER/EXECUTIVE °"""""" _ EL EACH OFFICER/MEMBEREXCLUDED? N/A' (Mand'atory in NH) E W L SEA. °....... D I ........SE EAEMPY.fiaVEL...$.... ,.,,... __. . ......... II yyeas,describe under I DE:SCRIPTUO'N OF OPERATIONS below E.L°DISEASE-POUCY $ $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Mikhail & Jennifer Rakhmanine is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Mikhail & Jennifer Rakhmanine 685 Bungalow Lane AUTHORIZED REPRESENTATIVE Mattituck NY 11952 I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 ItX%b-\41\1 New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 272628352 AMWINS INSURANCE BROKERAGE LLC ' 200 ELWOOD DAVIS ROAD m SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC MIKHAIL&JENNIFER RAKHMANINE P O BOX 1407 685 BUNGALOW LANE SOUTHOLD NY 11971 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 702216 05/01/2023 TO 05/01/2024 4/18/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC 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 STT SUR NtE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:592918567 U-26.3 -3..*3_X� FRAMING NOTES STATISTICAL DATA & DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS COMPLIANCE DATA DRAINAGE CALCULATIONS O revisions date existing situation 08-26-2021 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED HEM-FIR LARCH STRUCTURAL GRADE NO.2(FB=115OPSI)OR BETTER. OWNERIAPPLICANT: MIKHAIL&JENNIFER RAKHMANINE (these are minimum requirements and my differ from actual construction techniques) updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 2. PRESSURE TREATED PILES TO BE 10"MIN.BUTT,MIN.12 TON BEARING CAPACITY PER PILE TO BE VERIFIED BY LICENSED ENGINEER.HAND DUG PILES TO BE 5 FT.BELOW GRADE C,ONT. PROJECT LOCATION: 685 BUNGALOW LANE,MATTITUCK,TOWN OF SOUTHOLD,NY,11952 301.1 -CLIMATE ZONE 4A DRIVEWAY DESIGN CALCULATIONS _schematic design stage 12-13-2021 3. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5/8"MIN.THICKNESS OR AS NOTED. SCTM#- 1000-123.00-03.00-009.000 401.2 -COMPLIANCE METHOD:MANDATORY AND PRESCRIPTIVE PROVISIONS 5-6 ,53design development stage 02-16-2022 _design development stage 02-16-2022 4. ALL SUB-FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,'/."MIN.THICKNESS,ALL EDGES OF PLYWOOD TO BE SET IN SOLID BLOCKING,GLUE SCHD APPROVAL#- 402.1.2-EXTERIOR FRAME WALL CONSTRUCTION: DRIVEWAY AREA=4667 SF DEC submission 02-23-2022 AND NAIL PLYWOOD SUE;-FLOOR TO FLOOR JOISTS WITH 8D NAILS OR 1"O.S.B.SUB-FLOOR FOR 5A CONSTRUCTION. ZONING DISTRICT- R-40 27,6 wood studs @ 16"o.c. 1923"2"RAINFALU12 x 0.3(runoff coefficient)=96.6 OF design development stage 06-23-2022 5. WALL SHEATHING NAILING REQUIREMENTS:ATTACH 5/8"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 8D NAILS @ MIN.6"O.C.,EXTERIOR EDGES FLOOD ZONE- AE+6 R-20 or 13+5:R-13 cavity insulation plus R-5 continuous insulation int.or ext. 96.5CF142.2 CFNF(8'DIA.POOL)=2.3 VF TOS building permit submission 08-30-2022 AND 8D @12"O.C.INTERMEDIATE WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE END WALL WIND ZONE- HV @ 130 MPH(high velocity) 1/2"exterior wood plywood sheathing(continuous) PROVIDE 1-V DIA X 4'DEEP=4 VF variance application set 05-09-2023 FRAMING AS PER R602.31;1). EXISTINGIPROPOSED FINISHED FLOOR HEIGHT- 12.41'abv.grade 3C lb.bituminous felt building paper 6. ROOF SHEATHING NAILING REQUIREMENTS:ATTACH 518"EXTERIOR GRADE SHEATHING TO ROOF FRAMING WITH 8D NAILS AT MIN.4"O.C.ON ALL BUTT USE GROUP- R5 402.2.1-CEILINGS W/ATTIC SPACES:R-49 cavity insulation(R-38 if 100%uncompressed extends over wall top plate). design development stage 11-09-2023 JOINTS AND 12"O.C.IN THE FIELD.WITHIN 4'OF ROOF EDGE OR RIDGE SPACE 8D AT 4"O.C.WITHIN S OF GABLE USE 8D RING SHANK NAILS AT 6"O.C.USE CONSTRUCTION CLASS- 5B 402.2.2-CEILINGS W/O ATTIC SPACES:R-30 cavity insulation if 100%uncompressed extends over wall top plate. ROOF DRAIN DESIGN CALCULATIONS(FRONT) design development stage 12 15 2023 8D RING SHANK NAILS AT 4"O.C.AT GABLE END WALL OR GABLE TRUSS AS PER R602.3(1). BUILDING CODE- 2020 RESIDENTIAL CODE OF NEW YORK STATE 402.1.2-BASEMENT WALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. bidding set 01-12-2023 7. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MINIMUM OF 2 402.1.2-CRAWL SPACE WALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. ROOF AREA=1550 SF permit set 04-23-2024 -2X8'S AS SHOWN ON DRAWING. Existing Proposed Required 402.1.2-FLOOR INSULATION OVER UNCONDITIONED SPACE:R-30 cavity insulation. 1550"2"RAINFALUI2=258 OF revised permit set 06-17-2024 8. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS PER N.Y.S.OR AS NOTED @ 8'-0"O.C.MIN.PROVIDE 2"SPACE FOR AIR LOT AREA- 31,122 sq.ft. 31,122 sq.ft. 40,000 sq.ft.min. 402.1.2-FENESTRATION GLAZING MAXIMUMS:U-VALUE=.32&SHGC=.40(SKYLIGHT U-fctr=.55). 258 CF/42.2 CFNF(8'DIA.POOL)=6.1 VF CIRCULATION ON ROOFS. ADJACENT AREA(UPLAND)- 29,672 sq.ft. 29,672 sq.ft. 402.1.2-SLAB CN GRADE FLOORS:R-5 under slab wl 2ft,R-10 ridged foam board extending 2'-0"horizontally/vertical. PROVIDE 2-V DIA X 4'DEEP=8 VF 9. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)UNDER ALL TUBS OR AS NOTED ON DRAWINGS. LOT COVERAGE - 2,189 sq.ft.(7.35%) 3,597 sq.ft.(12.10%) 5,934 sq.ft.(20%of adjacent area max) 402.2.4-ATTIC/CRAWL ACCESS THRU HTD:access scuttle will be weather stripped and insulated R-491as appropriate. 10.DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS.ALL 4X4'S TO BE SOLID 3 W X 3'%-,ALL 6 X 6'S TO BE BUILDING COVERAGE- 2,189 sq.ft. 3,317 sq.ft. 402.4.1-BUILDING THERMAL ENVELOPE(air leakage):exterior walls and penetrations will be sealed per this section of the 2020 IECC R402.4.1.1 with caulk,gaskets, > O O � SOLID 51/2'"X 5 W.PROVIDE 2X6 STUD WALLS FOR PLUMBING WHERE INDICATED ON PLANS. LOT WIDTH- 125 ft. 125 ft. 150 ft.min. weather stripping Dr an air barrier of suitable material. ROOF DRAIN DESIGN CALCULATIONS(REAR) � „� O V 00 11.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.ALL TREATED HEATED FOOTPRINT- 1,381 sq.ft. 1,637 sq.ft. 402.4.2-FIREPLACES:all wood burning fireplaces will have tight fitting flue dampers and doors and outdoor combustion air. C V. y- T o LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS AND CONNECTORS. LIVABLE FLOOR AREA- 1,689 sq.ft. 3,235.5 sq.ft. 850 sq.ft.min 402.4.5-RECESSED LIGHTING:recessed luminaries installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and un-conditioned ROOF AREA=1750 SIF ,i.- I Ii r }I I , �'� O '";Zr Q 12.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM,ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE.ALL EXTERIOR spaces. 1750 2 RAINFALU12=291.7 OF ,,, . i 1 V L`a I O Q NAILS ARE TO BE GALVANIZED. HEATED AREA: 403.1.1-THERMOSTAT:all dwelling units will have at least(1)programmable thermostat for each separate heating and cooling system per 2015 IECC section 403.1.1,where a 291.7 CF142.2 CFNF(8'DIA.POOL)=6.9 VF � j rl E � � 4? CL CN 13.ALL INTERIOR AND EXTERIOR FINISHES,FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. HOUSE 1ST FL EXTNG 1,689 sq.ft. 1,689 sq.ft. heat pump system having supplementary electric resistance heat is used the thermostat shall prevent the supplementary heat from coming on when the heat pump can meet PROVIDE 2-V DIA X 4'DEEP=8 VF -f O N ----- -=-_- -=_ - ---- - . . . - - ---- -- -- -- - APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT THE PERIMETER JOIST TO GIRDER CONNECTION. HOUSE 2ND FL ADD sq.ft. 822 sq.ft. 403.3.1-MECHPNICAL DUCT INSULATION: J `' 1 7 2024 a � O N • 15.ALL PRE-ENGINEERED LUMBER SHALL BE"I-LEVEL'TRUSS JOISTS(TJI)WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL JOISTS,GIRDERS AND supplylre:urn ducts in attic:R-8 minimum C � rt HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQUIRED AT ALL TOTAL 1,689 sq.ft. 3,235.5 sq.ft. supply dLCtS outside of conditioned spaces:R-8 minimum O � v .� `n � all other except "" r''�" - LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-3/4'LVL RIM JOIST SHALL BE REQUIRES AT FLOOR PERIMETERS.HANDLING,STORAGE AND pt those located completely inside the building thermal envelope:R-6 minimum , . - ' ?,> - o U CO '0 ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS. GROSS FLOOR AREA OF BLDNG: ducts located under concrete slabs:R-6 minimum. 0 - 16.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF%"DIA.GALVANIZED MACHINE BOLTS @ 12"O.C.OR(2)ROWS OF 16D NAILS @ 16"O.C.@%"FROM HOUSE 1ST FL EXTNG 1,689 sq.ft. 1,689 sq.ft. ducts bused in the ceiling insulation shall have min R-19 above and below excluding the R-value of the duct insltn. O = y- C) EDGE,GLUE CONTINUOUSLY TO ALL EDGES. HOUSE 1ST FL ADD - sq.ft. 1,556 sq.ft. 403.3.2-DUCT SEALING:all ducts,air handlers,filter boxes will be sealed.Joints and seams will comply with section M1601.4.1 of the IRC. - C ) Z � 17. STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, HOUSE 2ND FL ADD - sq.ft. 822 sq.ft. 403.3.3-DUCT TESTING:A duct tightness test(DUCT BLASTER duct total leakage test)is mandatory and will be performed on EARTHWORK CALCULATIONS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS REQUIRED: all homes and shall be verified by a rough-in test and post construction test. 18.NOTCHES IN THE TOP AND BOTTOM OF DIMENSIONAL LUMBER JOISTS SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE JOIST,AND SHALL NOT BE LOCATED TOTAL 1,689 sq.fL 4,067 sq.ft. 4,434.15 sq.ft.max. 403.6 -MECHANICAL VENTILATION:outdoor(makeup)air intakes or exhaust will be brought into the home thru a duct with IN THE MIDDLE ONE THIRD(113)OF THE SPAN.NOTCHES AT THE JOIST ENDS SHALL NOT EXCEED 114 OF THE JOIST DEPTH.HOLES THROUGH THE JOISTS an automatic or gravity damper that close when the ventilation system is not operating. AREA TO BE REMOVED FOR BASEMENTICRAWL 4300 CIF SHALL NOT BE WITHIN 2"OF THE TOP AND BOTTOM OF THE JOIST.THE HOLE DIAMETER SHALL NOT EXCEED 1/3 OF THE JOIST DEPTH. Principal Building Setbacks: 403.7 -EQUIPMENT SIZING AND EFFICIENCY:all furnaces will be 80%efficient units and sized/designed in accordance with ACCA Manual J&S. 19.STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, FRONT YARD- 100.97' 88.35' 50'min. 404.1 -LIGHTING EQUIPMENT:a minimum of 90%of all permanently installed lighting fixtures must be only high efficacy lamps.P Y� 9 9 Y 9 cY P AREA TO BE REGRADED ON SITE 2090 CIF(at approx 12"depth average) LU PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS NOTED REAR YARD- NA NA 50'min. -WATER HEATER:minimum efficiency established by NAECA. ' ` BELOW: SIDEYARD E- 4.60'ex.non conf. 4.60'ex.non conf. 15'min.1 side -MECHANICAL TESTING:all mechanical testing to be performed by a licensed contractor. AREA TO BE REMOVED FROM SITE 2210 CIF V SIDEYARD W- 22.12' 20.20' 20'min. DOUGLAS-FIR#2 SIDEYARD TOTAL- 26.72' 24.60' 35'combined minimum "The contractor is also responsible for generating a Certificate of Compliance and affixing to electrical panel. Z 70 Fb BENDING: 900 psi BUILDING HEIGHT- 13.66' 26.50' 35.0'(@ 2112 stories) _ _ __ w p O Ft TENSION(parallel to grain): 575 psi �- - --- - -- - -_ _ - -- - -"- - __� - - - - 8' -� 0 Fv SHEAR(parallel to grain): 180 psi Town of Southold Zoning Board of Appeals,ZBA file#7814,approval for: ABBREVIATIONS -- - -- _;._s- ......- -- - - -_- -__-�_ -__-_ � �- Q "- p� Fc COMPRESSION(perpendicular to grain): 625 psi - existing non-conforming side yard setback of 4.6'on North-Western property line. -- -.-. - -- ---- - - -_-- v_ - - -- -.- -.-.-_ __--.- -�__- 7 O Fc COMPRESSION(parallel to grain): 1350 psi -- 20'side yard setback off of South-Eastem property line. AC AIR COfJDITIONINGUNIT ----------- - -_-_- --- -_ - - __=-�--.�__--.,- _ - 6' N ') 0 �- ---- ,f/- o 6 E MODULUS OF ELASTICITY: 1,600,000 psi AFF ABOVE FINISHED FLOOR -._.-_� - - - - - -- -- - - - -- - -_- - r{�L -.-.-._- 51 W O Emin. MODULUS OF ELASTICITY: 580,000 psi Accessory Building Setbacks:NOT APPLICABLE ALUM ALUMINUM - .- ---_.-= :�_.- -R-- --_- - - -- - - -�'�`�'';"� - - 4' ry _J 3 M 011 d FRONT YARD- NA NA BF BOILER FLUE --�--._- - -.____ -___.--.-.--..-.----.---:_-_-�-�: ���`�R�,G, --- _ 3, 1_G� 3 O O MICROLLAM LVL(BEAM) PARALLAM PSL(BEAM) REAR YARD- NA NA B.O. BOTTOM OF -- - - - - - - - - -'-- - - - _^'� �PuQ�`""�__- �- - p I— 0 GRADE=1.9E GRADE=2.OE SIDEYARD SW- NA NA BM BEAM _� �._.-_ _-- -------`--- `. .'._-. -- --- I w C) N Fb BENDING: 2,600 psi Fb BENDING: 2,900 psi SIDEYARD NE- NA NA CMU CONCRETE BLOCK _- - - -- ---_-- -- '-_ :_:_.__^_--.- -•- - --_--_- -_ �-- - I Z � L cV Fv SHEAR(parallel to gra"n): 285 psi - " (10*0 Fv SHEAR(parallel to grain): 290 psi CO CLEAN OUT - - - - --- - - -- -- -.- -_�_._ -.-.-.-.---_-. " -- Fc COMPRESSION(perpendicular to grain): 750 psi Fc COMPRESSION(perpendicular to grain): 750 psi Loads: OR CEILING REGISTER -__ - - - ------ - - --- -- -_ : -_;� - ��__`-.`- Co ^ O I Fc COMPRESSION(para"lel to grain):2 510 psi Fc COMPRESSION(parallel to grain): 2,900 psi SNOW LOAD FLAT ROOF- 15 p.s.f. CL CLOSET ----�-�:_--. _�-�_ .-.- - - - - - --_- _ - _ -_ Z m ��. - -_ OF11111111111111,11111,11,11111111111 E MODULUS OF ELASTICITY: 1,900,000 psi E MODULUS OF ELASTICITY: 2,000,000 psi GROUND SNOW LOAD- 25 p.s.f. CLG CEILING ---...--- - - - - -- _-- --- - --.--=--_.-.--- --:Sb '-- -- -- - Z SNOW EXPOSURE FACTOR- .7 - -.-._..-.-_.- - -- -- -._..�..- __ .-_.-.-.- -. -- --.-.-_. 8' Q �[ SNOW LOAD IMPORTANCE FACTOR- 1.0 COL COLUMN -__ -- -_-_:__ _-- - - - --- _ -- __ -_ - -. `-^-, /�1 GONG CONCRETE _ _- -.-.- .= � - - � _ - _ - _ _- - _ __ ___ _ % j 2 1f�� WIND LOAD DESIGN- 130 mph per WFCM(3 second gust) CONV CONVECTOR _� - -- -- ~" - - .-.-.---- - - - ---- U WIND LOAD IMPORTANCE FACTOR- 1.0 CW COLD WATER - - - - - - -- _�-- - :�i _- -- - - -_. .-.-.- WIND EXPOSURE- D 47.7 p.s.f. DW DISHWASHER -_____-.----.-- --- - - - ---- - -_ - - _ - - - ____ r N ELECTRICAL NOTES WIND LOAD DESIGN PRESSURES- WALLS=58.8 p.s.f.(Zone 4)70.3 p.s.f.(Zone 5) DTL DETAIL ..e-- _ --- _ -- - - - -_-_ --: - � '/ ROOFS=67.7 p.s.f.(Zone 1)79.2 p.s.f.(Zone 2)134.0 p.s.f.(Zone 3) DIA DIAMETER -- -_ - --- !._ �- - --.- - - -� �° '/ 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL MISC. LIVE LOAD(living,1st floor)- 40 p.s.f. DIM DIMENSION - - - - - -- -- --;_-�-_,�._ -__-_-_: ^1 ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S LIVE LOAD(bedrooms)- 30 p.s.f. DN DOWN _._. �_-_.-.-- -_---- - - - - --_-_ ZIP / l 1 I SPECIFICATIONS. LIVE LOAD(ext.decks)- 60 p.s.f. DR DRAIN -_-_-_^ _-- ____.-._.- - - /Fe�0c°° VVVi/// 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF WIRING, LIVE LOAD(attics)- 20 p.s.f. DWG DRAWING - --- - -^--_-_, - - __- _��-�------_ �,P<��°° LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING MAINTENANCE LIVE LOAD(stairs)- 60 p.s.f. EJ EXPANSION JOINT _.--�-------- -- - - - - :_�-_ - / e '�S""� rs�r� AND INSPECTION SHALL BE READILY ACCESSIBLE. DEAD LOAD(first flr.)- 20 p.s.f. EL EXIT LIGHT -_._:__--.-..-- ----- - - - - -- -- --- - N°°P �6e 7' 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE DEAD LOAD{second fir.) 10 p.s.f. ELEC ELECTRIC -_- .--. - -!--_----�- _-_- --- ""'M- �,o ��`���o BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. EQ EQUAL ____.- __-.--.-.--_ --- --_ _- ."_� �S ono EQUIP EQUIPMENT - --:_: _- ____. -.-. I ���� / 0. 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTALL -- _ __FLOOII. -- - - - - -- Z / /'\ ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP,UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXT EXTERIDR - _ -.-I _-- - / `(`,.�] NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION,IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR UNDERGROUND,THE COST OF GENERAL NOTES EXTNG EXISTING - - -----_-Z0NE- `-_^ - ! SUCH ELECTRIC,TELEPHONE AND CABLE SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT CONTRACT BETWEEN THE OWNER(S) FAI FRSH A INTAKE --- - ---AE-6---- -- FLOOD / AND THE RESPECTIVE UTILITIES,BUT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL FEDERAL,NEW YORK STATE AND LOCAL CODES AND AGENCIES HAVING JURISDICTION. FE FIRE E}.STIGISHER --�-_.-.- 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. FP FIREPRDOF - - c0ae / ZONE r 2. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL TAKE PRECEDENCE OVER `�• NJ�° � / f AE-6 / ( j 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND RECEPTACLES. ANYTHING NOTED ON THESE DRAWINGS. FH FULL HEIGHT `� F=Fy OOD H ./, / • �r 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. FIN FINISHE D) �4RD LI 3. OWNER AND ENGINEER TO VERIFY SETBACKS,BUILDING HEIGHT,ETC.,PRIOR TO CONSTRUCTION TO COMPLY WITH ALL APPLICABLE ZONING `��, NE / /• �,�,_ 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONDUCTORS. REGULATIONS. FINFL FINISHED FLOOR �_ - W 4z 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONNECTORS. 4. ANY FOOTPRINT OR LIVING SPACES ADDITIONAL(NOT SHOWN ON DRAWINGS)ADDED DURING CONSTRUCTION ARE TO BE VERIFIED FOR ZONING FIXT FIXTURE FLOOD /- °___._ /. 10.VERIFY AND LOCATE ALI-SWITCHES AND RECEPTACLES PRIOR TO INSTALLATION OF INSULATION AND DRYWALL. COMPLIANCE BEFORE ADDITIONAL CONSTRUCTION COMMENCES. FLDR FLOOR DRAIN ZONE 4' /� o to aA I j 11.PROVIDE GFI OUTLETS INHERE SHOWN ON PLANS. 5. ANY CONFLICT OR DISCREPANCY WHATSOEVER BETWEEN DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS SHOULD BE BROUGHT TO THE GB GRAB EAR X II CO°a O ��N � / / FLOOD 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE WATERPROOF GFI. ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS.DO NOT SCALE GWB GYPSUM WALLBOARD ° 13.INSTALL RECEPTACLES AT 18"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. DRAWINGS FOR CONSTRUCTION PURPOSES.DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. HM HOLLOW METAL 5' w a O GOO / ZONE U < 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP UNLESS OTHERWISE NOTED ON PLANS. 6. THE DRAWINGS AND MODELS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR THE USE ON THIS SITE ONLY AND MAY NOT BE HVAC HEATING,VENTING AND AIR CONDITIONING �QOO�/ ! /� X 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM. HW HOT WATER 20 ! / USED OR REPRODUCED FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. / 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ID INSIDE DIMENSION 6' o z /i'�� �� / 7. ALL SHORING,SCAFFOLDING,ETC.SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA REGULATIONS � 1e'e.a'oEEP � � / 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE'/:SWITCH ACTIVATED AND%s WITH CONTINUOUS ELECTRIC CURRENT. INCL INCLUDING j cv y 1 DW 8' AND ACCEPTED SAFE CONSTRUCTION PRACTICES. [- ]ROOF DRAIN O 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS,SHALL HAVE HUM-CONTROLLED TYPE. 8. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUCCESSFUL BIDDERS AND SUB-CONTRACTORS TO FURNISH COPIES OF INSURANCE CERTIFICATES IN INSUL INSULATION `0 w _ _- -z'N "I.-I 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE LIGHT APPLICATIONS. INT INTERIOR RC.'DEEP 'W 1 I r_ EFFECT AS EVIDENCE THAT THIS WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. RooF oRAlr,l I , 20.PROVIDE LIGHT FIXTURES AS SELECTED. 9. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS JT JOINT -� i - - i� d' 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND INTERCONNECTED. LAV LAVATORY 7 XISI4CEDINSAMEBE - -- ----_______________-��--- /� O CONSTRUCTION PROJECT. MO MASONRY OPENING ioCATION ., O 23.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF ANY,SHALL IM PROPERLY LABELED. 10. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 21.5' N 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT IF MTL METAL MINIMUM 28 DAY STRENGTH OF 3500 PSI,CONCRETE FLOORS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. a pROp_��_ �� � ,,35•j2' g' DISCREPANCY OCCURS FOR ADJUSTED LOCATION. MIN MINIMUM 8' o ROioSep 11. ALL FRAMING LUMBER TO BE HEM FIR#2,S DRY MINIMUM.ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORNE PRESERVATIVES(ACQ). 7 11 _ Pq'�0 - 24.LIGHTING EQUIPMENT:I\MINIMUM OF 90%OF ALL PERMENATLY INSTALLED LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. 12. ALL DRIVING STRUCTURAL WOOD PILINGS TO BE 10"MIN.BUTT WITH A MINIMUM WORKING LOAD OF 20 TONS. MISC MISCELLANIOUS MAX MAXIMUM 91 0, � , ;- ���+12.35' , 13. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL OPENINGS. NOM NOMINAL 40.2' I 1.5 r /� O 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS.SPACING NOT TO EXCEED 8.0 FT. NON.eXIsp"G '42 n 3$ property address NO NUMBER NFRM° / ..14.5' R R i Lf� 15. ALL NAILS,FASTENERS,FLASHING,ETC.IN DIRECT CONTACT WITH ACQ TREATED LUMBER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. OC ON CENTER j { �y I oP ED .1 � 16. HURRICANE CLIPS&STRAPS SHALL BE USED TO TIE FIRST FLOOR JOISTS TO GIRDERS,FLOOR DIAPHRAGMS TO TOP AND BOTTOM WALL PLATES AND --- _'X Yxx ,.�:V ,>. 0 685 Bungalow Lane, OD OUTSIDE DIMENSION RAFTERS TO EXTERIOR WALL PLATE. ;, ;AbDJT10N f �� Mattituck, Town of Southhold CONCRETE NOTES OPP OPPOSITE / N N , 17. PROVIDE GALVANIZED FLASHING AT ALL VALLEYS,ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS,WINDOWS AND DECKS,ETC.AS REQUIRED. EXISTING -'k :X . C/j PTD PAINT(ED) / op �T+' '', RO Eo,�, 11952 18. FOR FLOOD VENTS PROVIDE A NET OPENING OF 11NCH PER SQ.FT.FOR EVERY SQ.FT.OF ENCLOSED SPACE REQUIRED. I—,aTORY \ -STORY^ n .,. 10' New York, 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 PR POWDER ROOM DWELLING N EATED EATEO 19. ALL WINDOWS AND EXTERIOR DOORS TO BE HIGH PERFORMANCE LOW E GLASS.PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. 1 ,' 5^k 2 p PLWD PLYWOOD j OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3500 PSI.AT 28 20. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE,LATEST EDITION. r iv / H •2 nY. �• oN i S,y DAYS,CONCRETE PORCHES,CARPORT SLABS,STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED PART PARTITION \ v x S 21. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE,LATEST EDITION. � � 7STORY � \\\\�'� ti x � COMPRESSIVE STRENGTH OF 3,500 PSI. POL POLISHED / HEATED �� dI 22. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST ASHRAE STANDARDS. O �, 1) 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF+40 DEG.F.IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM RD ROOF DRAIN / J\vl °'O1 x °'°' �� drawing 1$t 23. ALL COMPONENTS OF HVAC SYSTEM TO BE ABOVE BASE FLOOD ELEVATION. O � FF=+12.4' I`\\ FREEZING FOR A PERIOD OF 14 DAYS.ALL CONCRETE EXPOSED TO THE WEATHER AND SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION REFRIG REFRIGERATOR _� - � A0 0' 24. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE COUNTY DEPARTMENT OF p ` p PROP:PORCH! MIN SHALL BE AIR ENTRAINED,THE TOTAL AIR CONTENT PERCENT BY VOLUME OF CONCRETE SHALL NOT BE LESS THAN 5 PERCENT 5% OR MORE THAN RES RESILIANT Cp --- _ �i I I14. ' I I I �'0S\ \ ' ❑ ( ) ( ) HEALTH AND WATER AUTHORITIES. T- _ i-:� O�s, - , AC A001 PROPOSED SITE PLAN 7 PERCENT S IN 25. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 IECC NEW YORK STATE ENERGY CONSERVATION CODE. RM ROOM N 1591 RENC " a-STORr \. A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER RO ROUGH OPENING D \ NOTSTA DATA 26. ALL STRUCTURAL STEEL TO BE 50 KSI,FY=33 KSI MIN,ASTM 36 WIONE COAT OF EPDXY PAINT.ALL FASTENERS TO BE ASTM 1-325 BOLTS,3!4"DIA. DRAIN \; POUR. SK SINK / 10, 14.92, � Ac � � < , �\ 7.0'1. \ rn ___-__--�. 11, NOTES 27. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. SD SMOKE DETECTOR LCI No XIST�No 1 .1' ❑ 12 2' 11. N,,� , d B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAY AFTER POUR. 28. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND BASEMENT IF APPLICABLE.POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE IF N CNFRwG I - / /�//4 A002 PLUMBING RISER DIAGRAM 3. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION APPLICABLE. SF SQUARE FEET O -- c9' R.POSED/ SO SLAB OPENNG O STONE RET. i STORY'/� GAS RISER DIAGRAM A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. 29. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY THE NEW YORK STATE BUILDING CODE. lf) �/��''EATE D'�� WINDOW SCHEDULE B. CONCRETE AGGREGATES AS PER ASTM C33,%."MAX.SIZE. 30, ANY ALTERATION REPAIR ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING SOP SPRAY ONPAINT .- \ _ �/2f.5'',��/ 12 DOOR SCHEDULE ST STEEL ° 11' i 7 r c C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. ROOMS IN THE HOUSE TO BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS. p* 8'0x4'DEEPI DIN Q i PROP -" j o0. 0' D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60.ALL SPLICES SHALL BE A MINIMUM S.S. STAINLESS STEEL r/ RooFORAIN� v' o PAVERS ( °$ED A101 FOUNDATION DEMOLITION PLAN OF 40 DIA.IN LENGTH.HOOKS AND TIES SHALL CONFORM TO C.R.S.I.STANDARDS. SW SHEAR WA'_L Z �4- o _ J A102 FIRST FLOOR DEMOLITION PLAN E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84. TB TOWEL BAR 12' u % `� / �; 13' Drawing based on survey provided by: to , �B'0"+'DEEP F. WATERPROOFING AS PER ACI 515.1 R-79. DEMOLITION NOTES T.O. TOP OF s 1,DW 1ROOF DRAIN % 1 A111 PROPOSED FOUNDATION PLAN 4. ALL CONCRETE SHALL HE AIR ENTRAINED(5-7%RETENTION). TE TOILET EXHAUST UNDERGROUND � 1 \"_>�_, A112 PROPOSED FIRST FLOOR PLAN TR TOP REGISTER PROPANE TANK � j PRDPOSEd", z Ward At Land Surveyor At13 PROPOSED SECOND FLOOR PLAN 5. ALL FOOTING AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MIN.BEARING CAPACITY OF 2 TONS.SQ.FT. 13' a GRAVEL c ==-t-= y 1.ALL DEMOLITION OF ANY STRUCTURAL ELEMENTS ARE TO BE FULLY SUPPORTED UNTIL NEW FRAMING INSTALLED FOR STRUCT.SOUNDNESS. TEMP TEMPERED 1 e'e a De�P y.- U I LAND M A114 PROPOSED ROOF PLAN 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS,INSERTS,SLEEVES,ETC.AS REQUIRED BY THE OTHER TRADES. 5.0" HtroROneT DRIVEWAY DRNE0x4'D I - -, - LAND SURVEY LONGS CO 2.ALL DEBRIS THAT CAN BE RECYCLED OR REUSED ARE TO BE STORED ON SITE UNTIL PROPERLY DEPOSITED OR REUSED. TERR TERRAZO S. - =- - --.-- -- ROLL +12,00' =_ ->--i i 14' 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED.ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS Y.S `��., 3.ANY FINISH FIXTURES OR BUILDING ELEMENTS TO BE REUSED ARE TO BE STORED ON SITE IN A STABLE AND WATERPROOF FASHION. TV TELEVID1014 TREATMENTU ITI o A201 PROPOSED SOUTH-WEST ELEVATION PRECLUDE ANY CORROSION. 4.ALL CLIENT OWNED OBJECTS TO BE STORED SHOULD BE IN A STABLE WATERPROOF FASHION. TYP TYPICAL / b I / File# 11067 PROPOSED NORTH-EAST ELEVATION 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 5.ALL INTERIOR SURFACES TO BE REUSED ARE TO BE COVERED AND MAINTAINED IN A WATERPROOF AND CONSIDERATE FASHION. ' � x tRee -------_-- Revised: April 11 2024 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED.ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON U.O. UNDERSIDE OF 14' o � A202 PROPOSED NORTH-WEST ELEVATION UON UNLESS OTHERWISE NOTED LTA NCO PUMP / STONE RET WALL GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. TRENCH 15' PROPOSED SOUTH-FAST ELEVATION 10.ALL REINFORCING BAR")SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER ASI 318,CLASS"C",WITH 40 DIAMETERS MINIMUM,BENT AROUND VCT VINYL COMPOSITION TILE I DRAIN CORNERS AND HOOKED AT NON-CONTINUOUS ENCS.FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT VEST VESTIBULE 15' -Box i An trees removed as art of construction shall A301 PROPOSED TRANSVERSE SECTION SUPPORTS,REVERSE FOR FOUNDATION MATS.STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. STAIR NOTES VENT VENTILATION _ � y p PROPOSED LONGITUDINAL SECTION 11.ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE M NIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. W/ WITH I-�-'� _�_I_ Lo be replaced with new native hardwood ees at 12.EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALLS -THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIR ENCLOSURES SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE TREAD NOSING OR W/D WASHER/DRYER 16 / 16 a one-to-one basis on the sub'ect r0 .}�' A302 PROPOSED TRANSVERSE SECTION SECTIONS SHALL BE PLNCED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. FROM THE FLOOR SURFACE OF THE LANDING. WC WATER CLOSET ' w ) p p '`!�" WALL DETAIL SECTION-TYPICAL 13.FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT.FROM GUARD HEIGHT SHALL BE 36"IN HEIGHT MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR FLOOR SURFACE. WP WATERPROOF 17 - -GUARD RAIL OPENINGS AND ANY SPACES BETWEEN BALUSTERS SHALL BE LESS THAN 4". WIC WALK IN-CLOSET ■e'DEEP I N E111 PROPOSED BASEMENT ELECILIGHTING PLAN ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. `'��,_• L- LEnCH�c I o E112 PROPOSED FIRST FLOOR ELECILIGHTING PLAN 14.HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. -HANDRAILS,WHERE INDICATED,SHALL BE 34"TO 38"IN HEIGHT MEASURED VERTICALLY ABOVE THE NOSING OF THE TREADS OR LANDING. WR RESISTANT `---� 15.ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED AND KEYS PROVIDED WHERE REQUIRED OR INDICATED ON THE DRAWINGS.CONSTRUCTION -HANDRAILS SHALL PROJECT NO MORE THAN 3Y:"INTO REQUIRED STAIR WIDTH. WD WOOD \ I/ � W Proposed septic system approved b the E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN JOINTS,OTHER THAN THOSE SHOWN ON THE DRAWINGS,MAY BE PROPOSED BY THE CONTRACTOR.HOWEVER,THE LOCATIONS ARE SUBJECT TO -HANDRAIL GRIPS MAY BE CIRCULAR,1 Y."TO 2"SIN DIAMETER.IF THEY ARE NOT CIRCULAR THE PERIMETER OF THE SIDES MUST BE A TOTAL 4 TO 6%"WITH A WH WEEP HOLE \ `"���D°r<EXPANSION i w 5 a Suffolk County Department of Healt Services S101 STRUCTURAL DETAILS REVIEW BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER.ALL VERTICAL CONSTRUCTION,CONTROL AND CONTRACTION JOINTS SHALL LIE IN TRUE MAXIMUM CROSS-SECTION DIMENSION OF 2/,". I 0� S102 STRUCTURAL DETAILS VERTICAL PLANE. -MINIMUM TREAD DEPTH TO BE 9",MAXIMUM RISER HEIGHT TO BE 8 Y,".MINIMUM STAIR WIDTH TO BE 36". I �0 17' on 619123. H.S. REF.#R-22-1156. S111 PROPOSED FIRST FLOOR FRAMING PLAN 16.ALL FORMWORK AND PLACING OF CONCRETE SHALL BE PLUMB,LEVEL,AND SQUARE.THE STRUCTURAL ENGINEER SHALL REVIEW AND APPROVE. -ALL OPENINGS BETWEEN SPINDELS/BANNISTERSIOPEN TREAD RISERS AT RAILINGS,STAIRS AND DECK GUARDS SHALL BE LESS THAN 4". 18 S112 PROPOSED SECOND FLOOR FRAMING PLAN i S113 PROPOSED ATTIC FRAMING PLAN REINFORCING STEEL I PROPOSED ROOF FRAMING PLAN BUILDING COVERAGE KEY �o ALL REINFORCING STEEL SHALL BE ASTM A-015,GRAD_60.ALL REINFORCING BAR DIMENSIONS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF WINDOW & DOOR NOTES �� ! �. PROVIDE PRD.CONC' BARS,UNLESS OTHERWISE NOTED.ALL CONCRETE AND REINFORCING STEEL SHALL BE FURNISHED,FABRICATED AND ERECTED IN ACCORDANCE EXISTING 1-STORY APRON AT STREET, A' WITH ACI STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES,(ACI 318-95).REINFORCED STEEL SHALL BE 1.ALL WINDOW AND DOOR ROUGH OPENINGS AS PER WINDOW AND DOOR SCHEDULES. HEATED STRUCTURE I 'V 1 �(G y DETAILED IN ACCORDANCE WITH THE ACI MANUAL DF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES(ACI 315).UNLESS 2.HARDWARE TO BE APPROVED BY ARCHITECT OR AS PER SPECIFICATION. u j �Gj \S�CIPH R✓Fc�� ��� date: 6/17/2024 OTHERWISE INDICATED ON THE DRAWINGS,THE CLEAR CONCRETE COVER PROVIDED FOR 3.ALL GLASSS WITHIN A DOOR UNIT TO BE TEMPERED AS PER CODE. PROPOSED 1-STORY ' REINFORCEMENT SHALL BE: 4.ALL GLASS WITHIN 18"OF FINISHED FLOOR,SHOWER STALL OR A DOOR IS TO BE TEMERED AS PER CODE. NEN HEATED STRUCTURE 19 s e ��� F� roject: 685 BL A. CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: =3" 5.ALL EXTERIOR GLASS TO BE IMPACT RATED AS REQUIRED BY CODE. R 1 g' B. EXPOSED TO EARTH OR WEATHER 96 THROUGH#13 BARS: =2" 6.ANY WINDOWS NOT MEETING THE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E.1996 PROPOSED 1-STORY 3 a . ,,...; n by e.d. #5 BARS AND SMALLER: =1.5" AND OF ASTM E.1886 PER IRC R301.2.1.2 SHALL BE PROVIDED WITH STRUCTURAL WOOD PANELS AS FOLLOWS;GLAZED OPENING PROTECTION FOR WINDF//// UNHEATED STRUCTURE \ 125�� kd by:a.j. C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND(SLABS AND WALLS): =0.75" BORNE DEBRIS(IRC R301.2.1.2)WOOD STRUCTURAL PANELS(CDX.PLYWOOD OR OSB)WITH A MINIMUM THICKNESS OF 7116"AND A MAXIMUM SPAN OF 8 �`� re-y D. BEAMS,GIRDERS,COLUMNS,PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS: =1.5" FEET SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROPOSED 2-STORY o 40�53 nAA``GG N ng # STEEL REINFORCING REQUIREMENTS IN FLOOR SLABS SHALL BE AS REQUIRED BY CODE AND/OR LOCAL JURISDICTIONS,OR PER SITE CONDITIONS. PROVIDED.ATTACHMENTS SHALL BE IN ACCORDANCE WITH TABLE R301.2.1.2.PER THE IRC CODE 2020,NEW YORK EDITION. mi HEATED STRUCTURE 19 N6� \P� I 9o31547CONCRETE PORCH SLA13S AND EXTERIOR CONCRETE WORK SHALL BE MINIMUM 3,500 PSI,AIR ENTRAINED,4"THICK WITH#4 BARS AT 12"O.C.EACH NEW STRUCTURES WITHIN 1(ONE)MILE OF THE MEAN HIGH WATER LINE MUST HAVE GLAZING CONFORMING TO WIND ZONE II. f9p°'VEMEn O PROPOSED SITE PL WAY WITH 6"x6"-W1.4xW1.4 WELDED WIRE FABRIC(W.W.F.),UNLESS OTHERWISE NOTED OR DIRECTED BY THE STRUCTURAL ENGINEER BASED ON SITE 7.TYPE OF HEAD&JAMB PAD TO BE APPROVED BY CONTRACTOR FOR ALL UNITS. i��11111�1 PROPOSED PORCH ESE vNG P\' F V- A-0O1 CONDITIONS. &ALL DIMENSIONS AND ROUGH OPENINGS(R.O.)TO BE VERIFIED IN FIELD BY MANUFACTURER PRIOR TO FABRICATION. � A-001 SCALE: 1" = 20' chrl frey #031547 revisions date 4" existing situation 08-26-2021 VTR _updated site plan(topography) 10-29-2021 J L ROOF schematic design stage 12-10-2021 schematic design stage 12-13-2021 PRIMARY BATHROOM design development stage 02-10-2022 design 02-16-2022 T'•————T———— DEC submission l development stage 02-23-2022 ( I I design development stage 06-23-2022 TOS building permit submission 08-30-2022 SINK SINK i I variance application set 05-09-2023 WC design development stage 11-09-2023 TUB sIHwR design development stage 12-15-2023 bidding set 01-12-2023 4" 4" 3" 1-y2"' 1-yz" permit set 04-23-2024 VTR VTR 3„ ROOF J L J L 2ND FLOOR BATHROOM#1 BATHROOM#2 POWDER ROOM KITCHEN LAUNDRY j Q r----T----TT11yz' — —�yz,9-T----T----, r----T- ,Y2 1 —�y- —�----� —�y2 9-T----� ° Lo 0 y chi I I I I I I I I I o � Q) o � Ln WC SINK SINK WC I WC SINK SINK I E CL GAS I 3„ 3„ DW 3" sli SINK E �0 '�•� o_ cv FIREPLACE TUB SHwR 0 Z 1%z' 1-Y" 3„ 1-Y" 3„ 1-yz" 2" I o Cc) U o .o Lo 1000GAL�� I 3 � � o PROPANE t GAS I 3" 3" 3" 3" TANK j RANGE I 1ST FLOOR 1ST FLOOR WATER � � I .— r HEATER BOILER "' 7- 0 1 i'1 i'I I I PERFORATED METAL PLATE 6"MIN.ABOVE GRADE I I I I I C.O. P�R�N, — GRADE I I I I I C ESQ 4" PITCHY" FT. �� / 4" TO SEPTIC W L--------------------------�fir'------I--------I-------��r--------------------J yr----------� BASEMENT KITCHEN FOYER HOUSE —0- SYSTEM , ` PROVIDE CAST IRON PIPE v TRAP THRU FOUNDATION WALL z 24"PAST EXT.SURFACE W O Qc O D O O o` GAS RISER DIAGRAM PLUMBING RISER DIAGRAM w � 0 0 o � co ;�• -oat SCALE: N.T.S. A-oo2 SCALE: N.T.S. � o � 0 WINDOW SCHEDULE DOOR SCHEDULE W 0) � z O � D ^ o coy� r O �,-- # TYPE MANUFACTURER MODEL# ROUGH COLOR/FINISH ACCESSORIES/NOTES LOCATION QTY # TYPE MANUFACTURER MODEL# ROUGH COLORIFINISH ACCESSORIES/NOTES LOCATION OTY 00 z O OPENING OPENING < � CASEMENT MARVIN ELEVATE GUNMETAL EXT/WHITE INT PRIMARY BEDRM FRONT TBD. 3'-0"x 6'-8" PRIMED WHITE L-- A PICTURE COLLECTION ELCAP2119 1'-9"x 1'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS LANTERN,PRMY BATH 12 1 DOOR UPSTATE RIGHT HAND PANEL SIZE HRDWR:TBD FOYER 1 : WHITE HARDWARE N MARVIN ELEVATE 2'-5"x 2'-3 5/8" GUNMETAL EXT/WHITE INT LOW E II wl ARGON GLASS THERMATRU SMOOTH 3!0 6/8 FLAT PANEL PRIMED WHITE t 8 AWNING COLLECTION ELAWN2927 T TEMP WHITE EXT JAMBS W/SCREEN BATHRM2 1 2 EXTERIOR STAR,FIBERGLASS RIGHT HAND 38-3/8 x 821/2" HRDWR:TBD GARAGE 1 .1�. WHITE HARDWARE GUNMETAL EXT/WHITE INT GUNMETAL EXT/WHITE INT CASEMENT MARVIN ELEVATE INSWING MARVIN ELEVATE LOW E II w/ARGON GLASS KITCHEN C PICTURE COLLECTION ELCAP2927 2'-5"x 2'-3 518" WHITE EXT JAMBS LOW E II w/ARGON GLASS GARAGE 1 3 FRENCH DOOR COLLECTION ELIFD2865 X R 2'-9 5/16"x 6'-8" WHITE EXT JAMBS PROVIDE SCREEN PRESAUNA 2 WHITE HARDWARE HRDWR:NORTHFIELD GUNMETAL EXT!WHITE INT MARVIN ELEVATE LOW E II wl ARGON GLASS GARAGE 8'-0"x 8'-0" D CASEMENT ELCA2947 E RIGHT 2'-5"x 3'-11 518" WHITE EXT JAMBS BEDRM1,BEDRM2 2 4 TBD TBD TBD GARAGE 2 COLLECTION WHITE HARDWARE W/SCREEN DOOR PANEL SIZED. MARVIN ELEVATE 1'-9"x 3-11 5/8" LOW E II wl ARGON GLASS LIFT AND SLIDE MARVIN SIGNATURE GUNMETAL EXT!WHITE INT GUNMETAL EXT/WHITE INT O E CASEMENT COLLECTION ELCA2147 T RIGHT TEMP WHITE EXT JAMBS W/SCREEN BATHRM1 1 5 DOOR ULTIMATE COLLECTION XXP 8070 WHITE EXT JAMBS LOW E II w/ARGON GLASS SCREEN ROOM 1 WHITE HARDWARE HRDWR:NORTHFIELD SCREEN 4'-8"x 6-61/2"-VIF ♦ j� 6 DOUBLE DOOR CUSTOM CUSTOM 2.2'-4"x 6-6-1l2" TBD SCREEN ROOM 1 �/ J PANELS • ��"" DOUBLE DOOR 7 DOUBLE DOOR TBD OUTSWING VIF TBD BASEMENT 1 GUNMETAL EXT!WHITE INT GUNMETAL EXT/WHITE INT MARVIN ELEVATE LOW E II w/ARGON GLASS PRIMARY BEDRM SLIDING MARVIN ELEVATE LOW E II w/ARGON GLASS H CASEMENT COLLECTION ELCA2955 E LEFT 2'-5"x 4'-7 518" WHITE EXT JAMBS W/SCREEN BEDRM3 3 8 FRENCH DOOR COLLECTION ELSFD6065 OX 6'-0"x 6'-8" WHITE EXT JAMBS PROVIDE SCREEN MASTER BEDRM 1 WHITE HARDWARE HRDWR:NORTHFIELD GUNMETAL EXTI WHITE INT 1 CASEMENT MARVIN ELEVATE ELCA2955 E RIGHT 2'-5"x 4W 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 4 9 CUSTOM TBD TBD x COLLECTION WHITE HARDWARE W/SCREEN BEDRM2,BEDRM3 PANEL SIZE TBD SAUNA dob # GUNMETAL EXT/WHITE INT J CASEMENT MARVIN ELEVATE ELCA2955 2W E 4'-9"x 4'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS BEDRM1 1 COLLECTION WHITE HARDWARE W/SCREEN MARVIN ELEVATE 4'-1"x 1'-7 5/8" GUNMETAL EXT/WHITE INT LOW E II wl ARGON GLASS TBD,SOLID CORE 1-314"FLAT PANEL 2'-2"x 6-13" PRIMED WHITE K AWNING COLLECTION ELAWN4919 T TEMP WHITE EXT JAMBS W/SCREEN FOYER 2 11 INTERIOR 1HR.FIRE RATED LEFT SWING PANEL SIZE HRDWR:TBD HALLWAY 1 WHITE HARDWARE GUNMETAL EXT/WHITE INT FULL. MARVIN ELEVATE TBD,SOLID CORE 1-3/4'FLAT PANEL 2'-8"x6'-8" PRIMED WHITE property address L CIRCLE COLLECTION ELALOGRT3636 3-0"x 3-0" WHITE EXT JAMBS LOW E II wl ARGON GLASS STAIR 1 12 INTERIOR 1HR.FIRE RATED LEFT SWING PANEL SIZE HRDWR:TBD LAUNDRY , WHITE HARDWARE 685 Bungalow Lane, MARVIN ELEVATE GUNMETAL EXT/WHITE INT LOW E II wl ARGON GLASS 1-3/4"LOGAN2 PANEL 2'-8" PRIMED WHITE BEDRMI BATHRMI Mattituck, Town Of Southhoid M CASEMENT COLLECTION ELCA3755 E LEFT 3'-1"x 4'•7 5/8" WHITE EXT JAMBS WISCREEN SITTING ROOM 1 13 INTERIOR MASONITE,SOLID CORE RIGHT SWING PANELL SIZE 3 SIZE HRDWR:TBD ,BEDRM3 WHITE HARDWARE New York, 11952 UCA2856 L GUNMETAL EXTI WHITE INT 30°CASEMENT MARVIN ULTIMATE 12'-6"x 4'-7 5/8" LOW E II w/ARGON GLASS 1-3/4"LOGAN2 PANEL 2'-8"x 6-8" PRIMED WHITE BEDRM2,BATHRM2 3 UCA2856 R WHITE HARDWARE GUNMETAL EXTI WHITE INT drawing list MARVIN ELEVATE LOW E II w/ARGON GLASS 1-3/4"LOGAN2 PANEL 2'-6"x 6'-8" PRIMED WHITE PWDR ROOM 1 0 CASEMENT COLLECTION ELCA3755 E RIGHT 3'-1"x 4'-7 5/8" WHITE EXT JAMBS W/SCREEN SITTING ROOM 1 15 INTERIOR MASONITE,SOLID CORE LEFT SWING PANEL SIZE HRDWR:TBD WHITE HARDWARE A001 PROPOSED SITE PLAN STAT DATA GUNMETAL EXT/WHITE INT 4'-0"x T-6" NOTES MARVIN ELEVATE LOW E II wl ARGON GLASS GARAGE CLOSET DOUBLE DOOR PRIMED WHITE P AWNING COLLECTION ELAWN3735 3'-1"x 2'-115/8' WHITE EXT JAMBS W/SCREEN HALL 3 16 DOUBLE DOOR TBD OUT-SWING 2-2'-0"x 6'-8"PANELS- HRDWR:TBD FOYER 1 WHITE HARDWARE VIF A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM MARVIN ELEVATE 3'-1"x 2'-115/8" GUNMETAL EXT/WHITE INT LOW E II w/ARGON GLASS CLOSET DOUBLE DOOR 5'-0"x 7'-6" PRIMED WHITE WINDOW SCHEDULE Q AWNING COLLECTION ELAWN3736 T TEMP WHITE EXT JAMBS W/SCREEN PRIMARY BATH 4 17 DOUBLE DOOR TBD OUT-SWING 2-2'-6"x T-6"PANELS- HRDWR:TBD BEDRMI I DOOR SCHEDULE WHITE HARDWARE VIF A101 FOUNDATION DEMOLITION PLAN CASEMENT MARVIN ELEVATE GUNMETAL EXT/WHITE INT CLOSET DOUBLE DOOR 6'-0"x T-6" PRIMED WHITE A102 FIRST FLOOR DEMOLITION PLAN R PICTURE COLLECTION ELCAP2955 2'-5"x 4'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 2 18 DOUBLE DOOR TBD OUT-SWING 2-3'-0"x T-6"PANELS- HRDWR:TBD GARAGE 2 WHITE HARDWARE VIF A111 PROPOSED FOUNDATION PLAN Al 12 PROPOSED FIRST FLOOR PLAN CASEMENT MARVIN ELEVATE 4'-9"x 1'-7 518" GUNMETAL EXT/WHITE INT 1-3/8"FLAT PANEL. 2' Al 13 PROPOSED SECOND FLOOR PLAN S PICTURE COLLECTION ELCAP5719 T TEMP WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 2 19 INTERIOR MASONITE,SOLID CORE RIGHT SWING PANEL x EL SIZE PRIMED WHITE E HRDWR:TBD MASTERBATH 1 Al14 PROPOSED ROOF PLAN WHITE HARDWARE A201 PROPOSED SOUTH-WEST ELEVATION GUNMETAL EXT/WHITE INT PROPOSED NORTH-EAST ELEVATION CASEMENT MARVIN ELEVATE 3'-1"x 1'-7 5/8" CLOSET DOUBLE DOOR 2'-8"x 7'-6" PRIMED WHITE BEDRM2 T PICTURE COLLECTION ELCAP3719 T TEMP WHITE EXT JAMBS LOW E II w/ARGON GLASS SITTING ROOM 2 20 SINGLE DOOR TBD OUT-SWING PANEL SIZE HRDWR:TBD BEDRM3 2 WHITE HARDWARE A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION MARVIN ELEVATE 6'-4"x 6-2 3/4" GUNMETAL EXT/WHITE INT 2'-8"x 6'-8" PRIMED WHITE FOYER "FLAT PANEL PANEL SIZE HRDWR:TBD LAUNDRY 2 A301 PROPOSED TRANSVERSE SECTION WHITE HARDWARE PROPOSED LONGITUDINAL SECTION CASEMENT MARVIN ELEVATE SIZE PRIMED WHITE GUNMETAL EXT/WHITE INT 4'-0"x A302 PROPOSED TRANSVERSE SECTION V PICTURE COLLECTION ELCAP4955 4'-1"x 4'-7 5/8" WHITE EXT JAMBS LOW E II wl ARGON GLASS PRIMARY BEDRM 2 22 POCKET TBD 1-3/4"FIAT PANEL PANEL SIZE HRDWR:TBD FOYER 1 WALL DETAIL SECTION-TYPICAL WHITE HARDWARE E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN MARVIN ELEVATE 6'-5"x 1'-7 5/8" GUNMETAL EXT/WHITE INT 2'-6"x 6'-8" PRIMED WHITE PANTRY El 12 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN W POLYGON COLLECTION 90°RECTANGLE T TEMP WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 2 23 POCKET TBD 1-3/4"FLAT PANEL PANEL SIZE HRDWR:TBD WALK-IN 2 El 13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN WHITE HARDWARE S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN GUNMETAL EXTI WHITE INT PROPOSED ROOF FRAMING PLAN Y GLIDER MARVIN ELEVATE ELGL7236 E XO 6'-01/2"x T-01/4" WHITE EXT JAMBS LOW E II wl ARGON GLASS KITCHEN 1 COLLECTION WHITE HARDWARE W/SCREEN CASEMENT MARVIN ELEVATE GUNMETAL EXTI WHITE INT Z ELCAP4955 4A"x 4'-7 5/8" WHITE EXT JAMBS LOW E I I w/ARGON GLASS FOYER 2 PICTURE COLLECTION WHITE HARDWARE �Gj� \yt09HEpJFr/ y�.�' date: 4/23/2024 ro'ect: 685 BL n by:e.d. kd by:c.j. N� ng 031541 �d TOTAL 52 TOTAL 32 fro F Ns: e A 0 0 2 #031547 y revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 _design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 _design development stage 11-09-2023 _design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 revised permit set 06-17-2024 N � O O v 0 0 � Nj 0 0, N A - Ai .0 .n •� yO f n,s c N C7 i7 U o C) U M %0 ra REMOVE EXISTING CMU WALLS AND RAMP AS REQUIRED TO BE 3k REPLACED IN SAME LOCATION c z WK X y REMOVE EXISTING WINDOW s% INFILL OPENING AS RQRD.up V UP W c o {'y U C� Y:. O c o I- c5 � y a >.. 3 0 0 4 W O cc)) L0 W aFU ' CC 4 ' ti m O — TO 4 �— SEPTIC `+ ________________________ _LINE OF FLUSH 3-2x8s(2"x71/8"ACTUAL)GIRDER ABV LL } _________ ________________ _______________________ ________________________ > U 3 + N I UjLO W I ' REMOVE CMU r ) FOUNDATION WALL TO BASEMENT Ex.Basement I '' TOP OF EXISTING FOOTING PRD.CONC. -7.58�+/-(-T-7"+/-) 'ti�� .r• ids IIII - IIII IIII IIII ..,' ..: IIII IIII fill fill t' IIII fIII Y REMOVE EXISTING WINDOW �.i.. fill I INFILL OPENING AS RQRD. Inl CRAWL ` I111 DIRT fill dob # IIII �" -H H-—-1 ; f - REMOVE EXISTING FLOOR JOISTS REMOVE EXISTING STAIR IIII I BACK TO WALL - '? IIII J L---HII�— lilt IIII GARAGE address �° BASEMENT property IIII PRD CONC. PRD.CONC. iiii 685 Bungalow Lane, IIII I ` REMOVE EXISTING SLAB nn I Mattituck, Town of Southhold nil •.:;: New York, 11952 fill ;:• IIII IIII ----------- ::. - drawing list '`• REMOVE EXISTING WINDOW A001 PROPOSED SITE PLAN INFILL OPENING AS RQRD. STAT DATA NOTES ::I A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM WINDOW SCHEDULE DOOR SCHEDULE •'' L . - - A101 FOUNDATION DEMOLITION PLAN Y� A102 FIRST FLOOR DEMOLITION PLAN p A111 PROPOSED FOUNDATION PLAN Al12 PROPOSED FIRST FLOOR PLAN A113 PROPOSED SECOND FLOOR PLAN A114 PROPOSED ROOF PLAN A201 PROPOSED SOUTH-WEST ELEVATION PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY PARTITION TO REMAIN \�� \��OP�ER✓F��y�j. date: 6/17/2024 C Nroject 685 BL PARTITION TO BE REMOVED �.,.; n by:e.d. kd by:c.j. IIIII OTHER STRUCTURES TO BE REMOVED N ng �T BASEMENT DEMOLITION PLAN F 0315d*7of ��� A-1 O 1 A-101 SCALE: 1/4" = 1' chn fret' #031547 revisions date existing situation 08-26-2021 / updated site plan(topography) 10-29-2021 % schematic design stage 12-10-2021 schematic design stage 12-13-2021 / design development stage 02-10-2022 / design development stage 02-16-2022 % DEC submission 02-23-2022 / design development stage 06-23-2022 % TOS building permit submission 08-30-2022 % variance application set 05-09-2023 % design development stage 11-09-2023 % design development stage 12-15-2023 bidding set 01-12-2023 / permit set 04-23-2024 % NLr) 0 v / .0 C >0 U O C ` >� _ / O o, a v % v O z I aka " c z REMEXISTING WINDOW ADJOVE UST OPIENI G FOR NEW REMOVE ADJUS /RXISTING E RAMEDOW FOR / A JUO TEOPENING:OR NEW / W WINDOWS S REQUIRED NEW BAY WINDOS AS REQUIRED WINDOWS AS REQJIRED / � U i % Z L----------------------------- „ i — Lli O O 0` REMOV EXISTING WINDOW I / — J f, \ % W O c O ADJU OPENING FOR NEW �-------- —————— _J wj � NDOW AS REQUIRED i------�--------------------------------i ;" \ / ' t ' 3 0 O W �j O BEDROOM 3 I / LIVING RM I DINING RM I / z 0• WOOD FLOOR / WOOD FLOOR I WOOD FLOOR REMOVE EXISTING PATIO % � CLNG:T-11" --_----- CLNG-T-11"— CLNG:T-11" /CONCRETE SLAB 7 m L_—__!___ _____________ __J \ L� � Z O r----/-------------------------------- :�i a)F I I i O N L_...%____ _____________________________ _ .ter. I r-f---- ------------------------------ °_ ----- I / Q REMOVE EXISTING STUD j / REMOVE EXISTING STUD WALLS&DOORS i / MAINTAIN WALLS&DOORS EXISTING WOOD I I % ���►WLL/// FLOORS , ®wr «. gib•«»^s�M, { ••• Nr ; ; .. ;,f ,,, L_______________________________________J % CLOSET I I I I r I I � KITCHEN - � '•,i .> �r;. ,i i i ��� TILE / CLOSET L.._______________________________________J r \ / r----------- j FIREPLACE � -----------1 �[ t?a• REMOVE EXISTING WINDOW I I /CREATE OPENING FOR BEDROOM 2 % T----------- NEW WINDOWAS REQUIRED WOOD FLOOR r / L----------- I INFILL OPENING AS RQRD. / ------ � a dob # / REMOVE ALL EXISTING TILE, EX. 1st Floor % PLUMBING FIXTURES& ACCESORIES (+0'0°+I) ' HALL EXISTING DOOR REMOVE WOOD FLOOR r---- ADU OPENING FOR NEW t5 CLNG:T-11" ATTIC VA NDOW AS REQUIRED i CLOSET f' 0 ACCESS/ L J SIDE ENTRY Z GARAGE /WOOD FLOOR address PRD.CONC. property 685 Bungalow Lane CREATE OPENING FOR r;. ? CLNG:T-11" / NEW WINDOW AS REQUIRED i� ^•� � , , a'� g �� BATHRM 1 ' / TILE ;'r. ..; ,i , , � % Mattituck, Town of Southhold I % New York, 11952 REMOVE EXISTING STUD CREATE OPENING FOR r / ' WALLS&DOORS NEW DO�R AS REQUIRED •.�, , REMOf✓E EXISTING STUD II ' l WALLS&DOORS - \\ drawing list "/,,�rye rcfi�,:L REMOVE EXISTING WINDOW BEDROOM 1 OFFICE R OVE EXISTING WINDOW 1 / A001 PROPOSED SITE PLAN /INFILL OPENING WOOD FLOOR I WOOD FLOOR /I ILL OPENING 1 REMOVE EXISTING WINDOW CLNG:7'-9 1/2" \ 1 / STAT DATA /INFILL OPENING \ REMOVE j i NOTES —� 1 CREATE OPENING FOR E— EXISTING BRICK I \ WALK N / A002 PLUMBING RISER DIAGRAM REMOVE EXISTING WINDOW / NEW WINDOW AS REQUIRED \ 1 GAS RISER DIAGRAM I 1 / ADJUST OPENING FOR NEW / \\ Ex.Brick Walk 1 WINDOW SCHEDULE WINDOWS AS REQUIRED REMOVE EXISTING DOOR/ \ 1.33'+/-(-l'-4"+/-) 1 / DOOR SCHEDULE / INFILL OPENING A101 FOUNDATION DEMOLITION PLAN \ 1 I I A102 FIRST FLOOR DEMOLITION PLAN REMOVE EXISTING STOOP \ ► I / L A111 PROPOSED FOUNDATION PLAN / REMOVE Ex.Brick Walk i REMOVE EXISTING WINDOW \\ 1 j j / Al12 PROPOSED FIRST FLOOR PLAN 1 <— EXISTING BRICK I ADJUST OPENING FOR NEW \ 1 I I Al13 PROPOSED SECOND FLOOR PLAN / -1.33'+/- l'-4"+/- ► A114 PROPOSED ROOF PLAN I WALK (- ) I WINDOWS AS REQUIRED /= L----------------- --------------- g / 1L REMOVE EXISTING BOULDERS / A201 PROPOSED SOUTH-WEST ELEVATION / % PROPOSED NORTH-EAST ELEVATION CONCCRETE APRON V i A202 PROPOSED NORTH-WEST ELEVATION ASPHALT DRIVEWAY / PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION PROPOSED A302 PROPOSED TRANSVERSE SECTION / WALL DETAIL SECTION-TYPICAL / E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN El12 PROPOSED FIRST FLOOR ELECILIGHTING PLAN / El13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN / S101 STRUCTURAL DETAILS / S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN / S112 PROPOSED SECOND FLOOR FRAMING PLAN i S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN / WALL KEY / PARTITION TO REMAIN O� oP�+ERdate: 4/23/2024 PARTITION roject: 685 BL BE REMOVED % � n by:e.d. kd b Y�c.j. � — jIIIII OTHER STRUCTURES TO BE REMOVED N ng # 'A 0 AIX, 031541 � FIRST FLOOR DEMOLITION PLAN F OF t45 A_1 02 102 SCALE: 1/4" = 1 chrl trey #031547 revisions date existing situation 08-26-2021 1 / / updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 J design development stage 02-10-2022 1 / 1 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 8" 40'-2 1/2"+/- 14'-6" 21'-6" ' TOS building permit submission 08-30-2022 f EXISTING / _variance application set 05-09-2023 21/2" 7'-5" % 6" 20'-6" 6" %VIF design development stage 11-09-2023 fr 8" design 8" / design development stage 12-15-2023 ' bidding set 01-12-2023 _-------------------------- OL T.O.Wall permit set 04-23-2024 +12.22'(+12'-2 3/4•) f % % revised permit set 06-17-2024 CONT.2 1/2"LEDGE N f ------------------------- - ' rn iv-- - ------------ ; --- ---, T.O.Stair T.O.Ledge I +8.50'(+8$')VIF I _ ------, —------x'-----------------------------------------:——'-- I .p+11A3'(+W-51/4') 1 , i , E E ------ -------------------------------------- ------ C v 0 0 " e ------------------------------------- ---- jj I , --- -------- DEMOLISH/REPLACE EXISTING RAMP O 01 i Q 2-#5 BARS HORIZ. �; Grade STAIR HAUNCHED 12"@TOP/BOTTOM WITH EGRESS COMPLIANT PRD.CONIC. 6"PRD CONIC WALL I ;', I ( @TOP OF WALL VARIES ( -- -------- Q 1 I '•� I ( I ( '^ I � ,�,� � "- W/5/8"rDx16"IGLV � ON COMPACTED FILL A-301 j i` I I STEEL ANCHOR BOLTS T.O.Wall I 1 , �o U , RAISER:7" /TREAD:11 1/2"(VIF) - t ,w,zr n r• rvo +12.22'(+12'-2 3/4") 1/8"PER FT 0 t � • f 1 W I • r 1 vmo nx w wrtrvu • _ I 8"PRD.CONIC. WALL I I I I I '' 1 ► "- ON8"hx16"wFTNG ` w "• I / I I I I I p � •` � � 4"PRD CONC.SLAB I I .` ( - ` Q Fh Wall AT GRADE ih UP 1 ; . T.O. I i i F— '` I N 0 N +10.66'(+,0'-8') 3'-1" 11 11" '• ON VAPOR BARRIER sR . 1 '.r I ,; I IAl 11„ r � '^ p Z I .'.+ I I : I : ON COMPACTED FILL I I ;,- I i N 2-#5BARSHORIZ. M� f I :i•` 1 1 .' I EXISTING NEW I I I I I `' I / C v 3 Z BOTTOM OF WALL , I 1 E— GRAVEL`—� I ",� I PROVIDE 3"OF 3/8" I �:- I I i I 1 r 4'7 1/ I '' I I I I I I 1 4 ? 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I I WINDOW OPENING FOUNDATION WALL ------------------------- —r I I I I I { O I I I I 1 W/2-#5 BARS 36"O.C.VERT. I I REPLACE EXTNG.CMU WALL r.,; -: :` 7 I I I ( 1 V) N O @ J ;,.. CONTINUOUS 8"d HAUNCH R-14 OPEN CELL AS REQUIRED AND TIE INTO """"`"' "=__'__`___'_'- ___` - __-_ -- I B PERIMETERPITCH SLAB I ( r c O O 9 N INSULATION EXISTING AND NEW PRD. 1 SLAB ` ON PRD. CONC. FOOTINGT W/#5 BARS @ 6"O.C. EACH WAY @BOTTOM " _ I ` I I @1/a"PER FT I 1 I >� O CONC.FOUNDATION O „ f I I CONTINUOUS BEAM SEAT 2 I I I I I I > 0 i W/#4 STRF S. @ 36 O.C. :p� REPLACE EXISTING DOORS n I f— LINE OF WALL AVOVE - ^ - ^ INTERIOR OF FOUNDATION I I I I ( I / O I- O IN EXISTING OPENING _ _ WALL.SEE DETAIL A-111 I T.O.Wall 4"PRD CONC.SLAB T.O.Wall I , w O n 1 " m y ca I, s, i i +12.27(+17-23/4') ON BARRIER AT GRADE +12.22(+12'-23/4•) i I I a N N VJ 2 STEM FOUNDATION DETAIL TYP. ff "Ji R-140PENCELL 4"gTUBESTLCLMN i 1 Z c C" 5...� O O I I ON COMPACTED FILL I f .�' INSULATION _1L- ON STEEL PLATE :.i. + + r— ►= r = I I I I Z A 111 SCALE: 3/4" = 1' r I I I I C 1 I I I I I o CO z o 4�f I I 24•x 24^x 8"D N 1 O PRD. CONC.FOOTING `;x + + 11 'e I I 8"PRD.CONC. WALL I 1 y. ---- I I I I- W/#5 REBAR6"OC 2 1/2 H WAY ;'. M I I I W/5/8"0 x 16"IGLV. L C, O I r 4 L-t -J 2"FROM BOTTOM PROP.CRAWL I 1 I STEEL ANCHOR BOLTS U t r----� b r ---1 � @ 32"O.C.TYP. 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IN EXISTING WINDOW LOCATION W/#5 REBAR 6"OC EACH WAY l 2"FROM BOTTOM r I I IF' ° I 11 . j LL ♦'ham .?� EX.BSMNT.2 Ex.To of Slab ♦tom 7_3" �'_3" i 3s REPLACE EXISTING CMU WALL AS PRD.CONC. 4.87'+1-(4'-10112"+/-) REQUIRED AND TIE INTO EXISTING f ; CLNG:6'-8 1/4" I l i AND NEW PRD.CONC.FOUNDATION c: 1 1 ♦ 1 PROPOSED AC DUCT L_-------------------------- _ _ ---_-___-----_--J ( I I + I I I 24"x 24"x 8"D N I _ T - x _, w : tea_ _ - f PRD.CONIC.FOOTING L- -J I L. / M fir` /t •� I 1 I _ Z_ � J �JC//#�RE6ATI6"a-CFACR�P,Y—� _—_— _ ----r— __ CONTINUOUS BEAM SEAT ♦ ♦ ♦ ♦ I 2"FROM BOTTOM J 2 FURN. AH1 AH2 ih I I 4"0 TUBE STL CLMN 1'-4" 1 1'-4" PROPOSED AC DUCT 2 hj I @INTERIOR OF FOUNDATION , 2 _[_ ?;t EXISTING SLAB T Y { WALL.SEE DETAIL �T� ON STEEL PLATE —_-_—- -- ten. : ' � TD Wall A • f: 1 ' n .. .. l,.- .., ...... ...• ,...: .. ., ... ._. .,.. -,r cu B"x8"PRD.CONC.P R I I, / • �w� f > ALIGN SLABSF ON 24"x 24"x 8"D I O - I ;* I I + + I I t PRD. CONC.FOOTING 1 eo + 1 - F •1r ;•i•: NEW SLAB ♦ ♦ ' I I ♦ ♦ '"+ ) r N z ¢I111 i EXISTING :' ;y', W/#5 REBAR 6"OC EACH WAY ♦ _ N 1 •� ) l / - Ilil FOUNDATION WALL 2"FROM BOTTOM L _ __ _ + + ) e PROVIDE OPENING IN FNDTN.WALL M - --- 136 ( I f V w (III I { FOR HVAC DUCT AS REQUIRED O I f 1 U iiii i i tY=' 12'-10" i PICAL 2 r: C9 is:• ) e I f H I I II a ✓: v 8"x 11'6"PRD.CONC.PIER ON 2'0"x 12'10"x 8"D PRD.CONC. I I / A-302 �,, N(III p { FOOTING W/#5 REBAR 6"OC EACH WAY 2"FROM BOTTOM X - w I I II a 1 INFILL EXISTING � ± f6 I/))) I : - � N w IIII EX.CRAWL I WINDOW OPENING �_ 2"PRD CONIC.SLAB M ) i dob f II II O O N ON 3"COMPACTED GRAVEL I - °:. w DIRT I , 3,Q„ - - - - / 1..:. N ) Z_IIII ! ~ + ~ + CONTINUOUS BEAM SEAT r° r° V I j e 2 . ( ) @ INTERIOR OF FOUNDATION I I r M A-111 WALL.SEE DETAIL O O N { r L __ +ro Top + _ -_---_ .,--_,---r-.----- IIII i ♦ I {w I ♦ f �� -'7:--. --, + 2 1, I I: a - --, -r-- 7.83'+/ ( 7'10+1 b -1 1 @ INTERIOR OF FOUNDATIOI A 11 I CONTINUOUS BEAM SEAT , I IIII I I II -_l__1__1__ •,. -^- 1 1 + IIII i I -----------Q------ ---- - -- --------1 y L-------------------------- ---- ------- ---- -- ---I: • WALL.SEE DETAIL z L_--Ht�—J - I NEW EGRESS COMPLIANT f I111 I I WOOD STAIR,RAILING&HANDRAIL --------- - - ------- : ~_ , . ,^ ^'-"' `" :aGtM e IIII PROVIDE NEW VAPOR BARRIER I ;.} ' E— 4"PRD CONIC.HAUNCHED SLAB _j I r__________________________ ---__ _ ---_-� - I EX.BSMNT.1 ON3"COMPACTED GRAVEL - I I / property address rt I111 OVER EXISTING DIRT FLOOR i I PRD.CONIC. in IIII Prop.To of Slab 1 ': ; p'' 1 f IIII CLNG 6'-8 1/4" I I T.O.W i I { cp II 685 Bungalow La --- `;r. +11.72'+/- +11'-8314"+l- — — � a , - 1 Lane, Prop.To of Slab _ ( ) 1 I 2.7 L M .-. ------------------ _ - --____-� ;: +,2.75'(+,7-s•) I .•..: , Mattituck Town of Southhold 4.87'+/-(4'-101/2'+/-) :i: I j T.O.Wall I .- f I / ' IIII f IIII 8"PRD.CONC. WALL 12.75(+12'9') 1 New York, 11952 _.. ;:. IIII { NEW ------------------- - - -------I _`: W/5/8"0x16"IGLV. t IIII ' I 4"PRD CONC.SLAB ♦ 1 STEEL ANCHOR BOLTS :. I AT GRADE —� ♦"- 1 @ 32"O.C.TYP. _ T.O.Wall ,r l-------IIII — ON VAPOR BARRIER I I ON 8"h x 16"w FTNG d' +12.22'(+12'-2 3/4") - t I ---------------------------------------- I ON COMPACTED FILL ' 1 1 M I '0` 1 e _ co I Prop.Top of Slab j $} ih drawing list �:. +12.22'+l +12'-2 3/4"+/- -- 1 �-. 1 A001 PROPOSED SITE PLAN f ♦ INFILL EXISTING 1 / STAT DATA t E----—I'I1 1 }�� WINDOW OPENING ' I 36"x 36"x 10"D ( r NOTES f ♦ •. f ♦ I ,'r; I PRD. CONC.FOOTING I r I I r f - I W/#5 REBAR 6"OC EACH WAY •; I A002 PLUMBING RISER DIAGRAM f EXISTING EXISTING - 1 :z FOUNDATION WALL FOUNDATION WALL 1 I 2"FROM BOTTOM �----, 1 i J - GAS RISER DIAGRAM N I I I I 1 I ,/ iw WINDOW SCHEDULE DOOR SCHEDULE , � I �• I 6"0 TUBE STL CLMN I I I ' ' I � ' N I `• I ON STEEL PLATE L ELEC.PANEL c� 1 I I I I I N A101 FOUNDATION DEMOLITION PLAN Al02 FIRST FLOOR DEMOLITION PLAN I - 1 - 10' I I A111 PROPOSED i P 0 OSED FOUNDATION I I / TON PLAN OwlAl12 PROPOSED FIRST FLOOR PLAN ` I I / Al13 PROPOSED SECOND FLOOR PLAN 1J ExISTlNG4-�l"(14g2' l o ZZ>� WWI ^Y I NOIV-L, Q W 0 1 I Al14 PROPOSED ROOF PLAN OMFORI141NG / 0 47 o o W. 3 N �_ 4"PRO CONIC.SLAB A201 PROPOSED SOUTH-WEST ELEVATION h Z 'u5 I I 1 ON 3"COMPACTED GRAVEL I ;: I ' he a w PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION / EXISTING 1 I @ @ I '• I / PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION f / I N 0 ^ N I / P, I + 1- + + j '";. PROPOSED LONGITUDINAL SECTION I A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL f I I I Ir .`' L----- ------------------- ------------_____ -----J 1 E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN ;' :ai' :'t E112 PROPOSED FIRST FLOOR LE:�;"', ,� M 00 E C/LIGHTING PLAN L__ r .• Y - ! "--' E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN ------------------------------------------------ --- �" PRD CONC.APRON t 20- S101 STRUCTURAL DETAILS PROP '(2p 20� S111 PROPOSED FIRST FLOOR FRAMING PLAN I / S102 STRUCTURAL DETAILS ( , , 2 1/2, / OS�D S113 PROPOSED ATTIC FRAMING PLAN S112 PROPOSED SECOND FLOOR MING PLAN 1 PROPOSED ROOF FRAMING PLAN WALL KEY A-301 , ' 20;o,. EXISTING STUD WALL 10" 8'-6" 1'-6" 8'-6" 10" .y,s• NEVI/STUD WALL s" 20'-2" 8° � priER✓ ��t� date: 6/17/2024 _ r oject: 685 BL EXISTING MASONRY WALL 40'-21EXIS " 14'-6" 21'-6" , n by:e.d. EXISTING FOUNDATION WALL /f , kd by:c,j, NEW PRD. CONC. FOUNDATION WALL f f N ng# NEW STEM PRD. CONC. FOUNDATION WALL NEW PRD. CONIC. FOUNDATION WALL PROP. BASE MNT/FOUNDATION PLAN -yr�O°315aT �° A- TO REPLACE EXISTING CMU WALL A-111 SCALE: 1/4" = 1' F N� chrl fret' #031547 revisions date r l I existing situation 08-26-2021 j 40'-2 1/2"+/- �— 36-0" + + EXISTING PROPOSED / updated site plan(topography) 10-29-2021 21'-6" ` schematic design stage 12-10-2021 { , 8 1/2" / schematic design stage 12-13-2021 { 11'-6"+/- 16-1 1/4"+/- 11'-5 1141, �— 14'-6" 5 1/2" 3 1/2" 19'-5" 7 1/2" ' design development stage 02-10-2022 BEDROOM 1 + LIVING ROOM 3" 1'-1 1/ „ KITCHEN FOYER SCREEN RM / design deve lopmentstage 02-16-2022 - 1 17-6" 2'-9 3/8" 6-0 3/4" 1'-3" 3'-1" 64" 3'-1" 3 1/2" 5'-1 1/2" 1'-4 1/2" 5'-0" 1'-4 1/2" 5'-1 1/2" 1'-1 1/ " ` DEC submission 02-23-2022 { RORO R RO RO RO RO RO RO RO / design development stage 06-23-2022 TOS building permit submission 08-30-2022 7' T--,Ir �� �— / variance application set 05-09-2023 design development stage 11-09-2023 l / \ —9, / design development stage 12-15-2023 ' bidding set 01-12-2023 / permit set 04-23-2024 revised permit set 06-17-2024 r I { N T.O.Stair +8.50'(+8'-6')VIF /+ �- KJ { WITHEG EGRESS OMPLIIANTIPRD.NG.CCONC. / �� Q Lo - ` - STAIR HAUNCHED 12"@TOPBOTTOM / \ / ,� Q Q w ON COMPACTED FILL , E `O '� 0- ACV / - RAISER:7"/TREAD:11 1/2"(VIF) - _ 1/8"PER FT O` NIt cy) .12 { ' 2 1 PATIO + M o N 5,p U O STONE TILE \ Q. � A-301 / EXISTING NEW — I - _ _.(.- _ _ c V z � LINE \ + N r { EX-NO4"(4.60) / REPLACE BAY WINDOW I Pro .Stone Iatlo I ' �{ -co REPLACE ! / IN EXISTING OPENING PRD.CONC.STEPS / RD.CONC.STEPS _— +12;35'+J- +12' 1/4"+J- PRD:CONC.STEPS —AS REQUIRED \ / �— + ) GRAVEL WAL z W I I Q co ' w 9'- ------- ----- -, Iy M �- ' SKY PLAN / / SEE 2/A-20�� -- -- -- ------��- ---=-- _ T 6 { I EGRESS -- DN 1 SHELVES---------BENCH ———————— SHELVES EGRESS I O N OEGREss — I —— — —— ——— ——— —— ——— —— M CV O EGRESS EXTNG.2x4 STUD WALL 3 I L_ T 7EMP TEMP T TEMP — — / Q r ° —— —_ { W/R-15 INSLTN. 1 LIVING RM N I O I --- - �-- +- ~ O O� { I �W/1/z"SHEETROCK 3/4"T&G WD FLR I I N cn O WALLS&CLNG 1 CLNG:7'-11" Ex. I I H 1 i EGRESS (V PROVIDE 41/2"SILL EGRESS \w 9 LLI + O O { L- ------------- ------- ---- ------ - I I KITCHEN I �- „ ITCH SLA C _ BEDROOM 1 I ,n I e.j -- 1/8"PER FT ct �O� p 3/4"T&G WD FLR r— — — ---- ------ —1 I I 3/4"T&G WD FLR �— I I �� ,� a1 ' O O �� { N I ❑ LNG T-9 1/2" Ex. I - I I I CLNG:T-91/z" Ex. Z I III I � I,� / 0 1— O { I O j I I > I III OPENING I OI + \ Lij CV O W + PROVIDE CONT. OWINEW I II I j I ICI— DRP.GIRDER ABV. I III HEADER ABV SITTING RM SCREEN RM { I 1 1 I I -- 3/4"T&G VVD FLR STONE TILE I Y'. (V \ ar... --- -- — — IV) " I CLNG:VARIES CLNG:9'-0" - r- O { � I I 4x4 POST " ,�r.d°`+d' � N� �`- o I m L- -------- - - -- ---- .k'— v < I o_ o W Z \ 00 z I 10 N r- -------- ---- ----- ---- -------- _,- t---T- ,�� I I �w m I U) \ . U + I z I I m = 2� W I III Pro .Finish Floor I ,--- ! "' ( I I I iISLAND o f ij j +12.4T+/-(+12'-53/4"+/_) I ro .Fini h Floor �r I r------------ --------o - I i� �__� o I III I r12.35'+J-( -41I4"+J-) + I ,--------------------------------------� 9 g bo Iw I 1 m" ---- : / - I I q I I - o w 5 1/2" , i\ ^/ I I IuS I I w^� 00 / C { I I I ( m Q yr RUN FLOORING UP STAIR O 0 I---� �; > TREADS AND RISERS CONT. , I , w (O N CO j N I I Pro .Finish Floor ®LL "v 'v _ — — / _ (V I cn I N LIN OFHVACSOFFITABV --- -------- --- \ +12,4T+J-(+12'-5 3J4"+l-) �I I � I I i � m �° - - •- --�------ ! ch i 17 I c7 I I I 1 0 N RED ENC OSEDAR U E L-------- ---- --- ---- ----- --I I-- --J -- LINE OF BEAM ABV r + rr +++ +e+ ++ r ----- — — --------- -- ., O I I II III CLOSET 111 11 I r ------ L_ -� T-- O -------------__---_ I ___� L____J L----J L---_J 1 4x4 POST i ALIGN TOP OFt��WSUBFLOOR I N r N I r ++ r e+ +s i i i i I -, r- I Y/P((N11 11DINING RM � 1 Is uD W/TOP OF EXTNGI FiINISHED FLOOR OI 3 1/2" 3 1/2' zz2 I i i 3/4"T&G WD FLR I o 1 I I I o- ILANTERN I o- d CLNG:T-11" Ex I _ I - ---- W I E— ABOVE I wa � ____ �- I 3 1/2" 5'-0" 3 1/2" 3'-10" 0 1!4"I v aA-301 N I i - ----� r---- I r— r---- I I - o o I v xLILINE OF RIDGE ABV I T -I SAUNA — I \ O ' D r iV I r-------- ---- --- ---- ----------- -� 23 I ( ( I TILE I / ai • ram.. 1 --- --L ---------�-- -- I CLNG: t + 1 _ I ---- - ----------- I UTSHWR { v I T-81/2" 31/2" T-6" LINE OF BEAM ABV iv i I ; N I I HTR I I IPE M j ❑ n ���m_ I FOYER c I i i i I BENCH / J co M 3/4"T&G WD FLR - 1 I +. v a I BATHROOM 1 ________ c I' i WASHER 1 DRYER I 9 + XISTING � —J _� w I O o CLNG:VARIES M i , I > I • TYPICAL 2 O TILE o° o Lu LNG:7'-9 vz" Ex. FIREPLACE _ PWDR RM PANTRY I v _ J. IL___ 1 _�____ _ E.QI..-_ --- --- ''T- _ 2 { r� �� I _ ,,, I 1 2x6 STUD WALLTYP. `` I LAUNDRY I �I 1 Z cl) A-302 �Q ------------ O TILE 3/4"T&GWF W/R-21INSLTN. c O I I TILE �I u I !Q b0 N -I / m / - LNG:T-9 1/2' LNG:T-9 112 ' I W/l/2"SHEETROCK °Q CLNG 8'-0" C O I w ' c�O A-202 I r%%%/%/%% - __�-- I 13 N --I-- @ WALLS&CLNG iV I iV I U I ( ch I i a / O)w { I -------- - =_=® I----I --___ �I— - ! ,1 PRE SAUNA - I N a - dob # LLi TILE I I / Q % I - HALLWAY m1/2" I I O CLNG:8'_0„ I + ^W LO �- Ex.Finish Floor W 0, - ( w = ii O PROVIDE PROVIDE 51/2�' wl 7'-8 1/2" 51/2" i z w Lo _ 3/4"T&G VVD FLR 4 1/2"SILL -' N 1 4 1/2"SILL -- --- _—.''--__. ___. �_._._.__...._ _...--.___ ._ W 5 1 5" CLNG:7'-11" Ex. M +12.41'+l-(+12 5+l) rr a M T O iv --I I iF,, ; - I I-- - I O . �r M SHOE DN I — BENCH ORGANIZER I CLOSET I I BENCH I AC • — 1 1HR FIRE I I ( - — A_ RTC) OR I I I I CONDENSER 14 14 13 ---- -- ------ -- I 0 D - NEW EGRESS COMPLIANT I I r LEDGE TEM TEMP — WOOD STAIR,RAILING&HANDRAIL K K 1 R I I / LO NI N LINEN BENCH M - I ACCESS I N REs Z _ g ATTIC I Pp R TILE, GRESS z — 12 ---'—- — - _ —_- ( / I W N -� - i� ��^ / / property address { iv -- �` SHOWER m L----J O Pro .Stone Patio 4------ ------- STO�-- 1 8x6 ---J I STORAGE 2 I I BEDROOM 2 =_- m -- 1 AC xJ 685 Bungalow Lane, o _=I=_ BEDROOM 3 y � -12.10+J (+12- 114'+fj I I POST I I CONDENSER g m 3/4"T&G WD FLR N EI I I I I &J u5 1 M --I-- \ / ---- 3/4"T&G WD FLR P OVIDE DR N P OVIDE D 1 Mattituck Town of Southhold { I CLNG'T-9 1/2" Ex. I , BATHROOM 2 __ _ _ LNG:T-9 1!z" Ex. AT GRADE DN AT GRADE I ( I ' TILE --; ,R I 18 __ J 1s I I o New York, 11952 N +n O I \` / CLNG T-9 112" Ex. F 1=_ M I I I I I + N +w ( UI ` / - o V O m ------- -- -- ----- -- I I I +1i / �� RED CEDAR SCREEN i I N ❑ Vlo w -------- — — ----- — I I I I Qc0 PRIVACY WALL ! =_'_- N - 1 - ---- -� I I I I I' 1 W N o / 1 f drawing list r�O _—I__ M F LINE OF OVERHANG ABV c N a 3'O" 11' in� J { "- -� I --I-- =is= W I . . A-30 o I I I I. A-302 g III w M+~-------- 0 i I T f SI b I a ~I I i 10;0• A001 PROPOSED SITE PLAN i I m __ I P It I I ( Al/{ w g > ro w w PITCH SLAB > N r � I N r----------- -, � ; - I Ia o o a to oI t/B"PER FT QI I � { STAT DATA { /10 I z I I I I Ix +12,22'+J-(+12'-23/4"+/-) IU) cnl of I NOTES i I 7 I I I I Io I> >I �, 01 I n/ N ACProp. � x x w + A002 PLUMBING RISER DIAGRAM _ ❑ Cou and I I o CONDENSER Iw 6"0 TUBE STL CLMN U. W I W I 0 0 0 o o GAS RISER DIAGRAM 2x4 STUD WALL { WINDOW SCHEDULE I +11.50'+J-(+11'-6+J-) I f IW N ON STEEL PLATE Iw wl wI I I /. - � EXTNG.W/R-151NSLTN. I., ._ I j I� IZ �I �I I { + I L--- ---------- ---1----------J DOOR SCHEDULE { W/1/2"SHEETROCK I " I ( @WALLS&CLNG (� I EGRESS I f GARAGE + A101 FOUNDATION DEMOLITION PLAN { EGRESS I ( o A102 FIRST FLOOR DEMOLITION PLAN "/ ` I I ( - I PRD.NONE,0SLA8 I ! / ; A111 PROPOSED FOUNDATION PLAN ---------------------I / L---------------- --=--- J. o { + - + { A112 PROPOSED FIRST FLOOR PLAN L. EkIS'tllVG�O1"(14,g2� / ss3a�3 I / ssaa�a H PAVERS M I r---- --------, r-------------, I ; / A113 PROPOSED SECOND FLOOR PLAN ' N'COMh c O / O PITCH GRADE I I I I I I I { A114 PROPOSED ROOF PLAN lORMlNG / , i i i , 1 A201 PROPOSED SOUTH-WEST ELEVATION PROPOSED NORTH-EAST ELEVATION PROVIDE 1 HR FIREPROOF I I ' ' A202 PROPOSED NORTH-WEST ELEVATION EXISTING NEW. I SHEETROCK @ CEILING I _ J` PROPOSED SOUTH-EAST ELEVATION DN o I I I I I /, o { A301 PROPOSED TRANSVERSE SECTION 1 R I j I ( I ' PROPOSED LONGITUDINAL SECTION I, DN a j A302 PROPOSED TRANSVERSE SECTION NEW STONE RET.WALL I^ I I i „1 R " W WALL DETAIL SECTION-TYPICAL - - ----- w---12,_— — E111 PROPOSED BASEMENT ELEC/LIGHTINGPLAN � I -- — — -- o - - ----------d ------- E113 PROPOSEDSECOND 4 4 PRPED OEOLEGLIGHT NG FNOORPLAN I E112 FIRST -{� / (- -=-------- - �"- C -� -�- -------- - - SKY LANE 1 3 � nev ' z SEE 1/A-201 S101 STRUCTURAL DETAILS / E PRD CONC.APRON / - 20t2 { S102 STRUCTURAL DETAILS P 112'(20 2 p / S111 PROPOSED FIRST FLOOR FRAMING PLAN If 1 1 Pro .Grade " , / ROPOSEO 1 S113 PROPOSED S112 PROPOSED SECOND FLOOR ONG PLAN FRAMING PLAN WALL KEY A-201 A-301 +12,00'+1-(+12'-0"+J-) PROPOSED ROOF FRAMING PLAN 12'- 2'-5" �� 2'-5" 2'-5„ 4, 1'„ 9„ 3,3, 9„ 4-1" 1'-3'1/2" 8'-0" , 2.0" " _ 8,_0„ 1'-3 1/2" {' EXISTING STUD WALL RO �� RO �\ RO RO RO RO g 1/2" RO RO,. S'YS• NEW'STUDWALL 31/2" BEDROOM2 31/2" 2'-111/2" 31/2" BATHROOM-31/2" 31/2" 3'-31/4" 31/2" ``BEDROo/Ms� 31/2" 51/2"'' GAGE 5 /2" \�� \��pP HER�FF�y�j� date: 6/17/2024 P F% � roject: 685 BL EXISTING MASONRY WALL 12'-1" 16'-1 1/4" 12'-0 1/4" 14'-6" 21'-6„ c' FOYER { n by:e.d. -�, 40'-2 1/2" 36'-0" - --,:•: EXISTING FOUNDATION WALL 13'- -- — kd by EXISTING PROPOSED j-- c 1 NEW PRD. CONC. FOUNDATION WALLA 9 W' 031 NE STEM PRD. CONC. FOUNDATION WALL 9 n PROP. FIRST FLOOR PLAN T NrG a NEW PRD. CONC. FOUNDATION WALL �F� A-112 TO REPLACE EXISTING CMU WALL Vi12 hrl frey SCALE: 1/4" = 1' c #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 -design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 design development stage 11-09-2023 _ design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 21'-6" 5 1/2" 20'-7" 5 1/2" MSTR BEDRM V� 6'-5" 1 1/ " 6'-0" 1 1/ " 6'-5" O � O O co RO RO RO .C2 U-� U U � 3„ 3" c 0" � 0-�' .p 4 0 1'-9" T-4' N Q Q RO RO R01 cn . 0 Q Z 01 v7 U \ • 6'-11" U Z `n ram. 2 1 DECK 0 CO U M % A-201 A-301 N p EXISTING NEW Z :�i 3E"1,IRA1tfNG DECK IPE DECKING OLLJ U�O / \ � OEGRESS A A A OEGRESB O W TEMP — ABV ABV ABV — ————— — --.wa.m.an— -- — --- — — -- --- --- -- — — --- — -- --- — -- — ------ ==— --- wrw W Ir-------------- --------- --- — --- -- — — -- --- --- -- — — -- --- -- -------------- --------------11 IilkI z -0 O p I I I I j j iN I -� $ EGRESS I ON! 0 I I I U I I I __ -_____� O Q O OIL 0` I I I I <z I ___ __ ___ __ ___ ___ __ ___ _� -� cn i �� '^ O d I I I I w I v ' LL I I I I d= III1 CO_LLAR TIES ABV STANDING SEAM O z METAL ROOFING O ? QO� id �.... 'm ~oW ¢I 6I °O f2x6 STUD WALL TYP. Uj O ('5 M WR-21 INSLTN. � �I W//2"SHEETROCK Z N N S z @WALL &CLING BEDRM f O I I I I I I I I I I1 3/4"T&G WD FLR I CO Z I I I I I I I I II CLNG:VARIES I `� n ' W I I I I I I I I KING SIZE BED I I I I OVER FRAME/REPLACE EXISTING ROOF I I I I I I II II I I I Prop.2nd Foor Subfloor CENTER OF EXISTING HOUSE 6,_ 1 o in .. _ v; TBD UPON DEMOLITION + . +-(+ - 3/4"+/-) 1- 0 U N ` / I I i i I I i i 1/2" 6' 0" 5 1/2 I I Y 3' 3„ I -I------ I II II II II 1 1' 9" 1 II II � tl II RO R RO I I Il 1 1 I I I COLLAR TIES ABV — 1IF-__j n I I I I I I (- A V I 42"KNEE WALE 11 II II II ii 2(D �_ __ I I II ¢z — — RUN FLOORING II II I I I w FL I I I I O I I I \ I I DOWN STAIR I I A-32 01 II II z 1 I PITC PITCH I � TREADS AND RISERS0 a z o OPEN o CONTINOUS w 0 w 0 TO BELOW Q II 2 I I 1 1 I I I I A-301 I bo II a IIIAI I I I I I I I INN A-202 "IIIII IIIII IIIIII IIIII IIIII IIIIIII IIIIIII IIIIIII r L 11 NG1B1Ili-1Al�0 1I1�1I1� t�1 l�1 1l� II�In pI`--1Itl�Il�1_—lrIR a_S'H_EL_V ES F II M No A-3 02 ...`+�„IiiiiiiLO 51/212'-11/2" 3'-6" 3" TYPICAL I - 2 2 R0 c) RO z WALK-IN I 03/4"T&G VD FLR U 0, O 1/2" 6' 0" 51/2 - � J HALL I dob #Ta. /1!T, // I I I I I I 3/4"T&G WFLa II II 11 II ��� sip s� eye �a ��a iA �0 1 I N I I I I OVERFRAME/REPLACE EXISTING ROOF I I I I - I I I _I 1 1 III t l —1 I I I N I I I 1 1 t®l fl `\ PROVIDE CENTER OF EXISTING HOUSE I I I I .i. o i t i. n i i i. .i e i i i i i /Y\ FROM ABAHVAC SE I N 1 I I 1 1 TBD UPON DEMOLITION 1 1 I I -. CV M I I I I II I I I I I 14 I 1 1 II II II A-202 I I I I EPDM 1 I I tr- -- -- --- -- --- -- -- --- -- --- ROOFING II II II II m= I-=, K W I TOILETRM SHOWER II t N property address 1 0 STANDING SEAM C7 I I I I 4'-0" t 31/2" 4'-31/2" I I j 685 Bungalow Lane, I I I METAL ROOFING a I I I 1 1z Q i i ' i I \ I ; I Mattituck, Town of Southhold I I — 19 — --------r------------- I I New York, 11952 cli I I I I II II m¢l COLLAR TIES A I I1I 1 -oMr E C-----* = _m M roR ;PRMRY BATH _tfl�A-302 0 TILE i I I I CLNG:VARIE N A-31 02 drawing list PITC PITCH I t k PITCH PITCH IN I 2x6 STUD WALL TYP. 1 II1 II1 r j l tI w/R-21 INSLTN. i - A001 PROPOSED SITE PLAN 1 r iM W/1/2"SHEETROCK ih DATA @WALLS&CLNG�$ 8� �$ NOTES$F I I 11 I I II d M I I ® TUB I v M A002 PLUMBING RISER DIAGRAM I I I I I I I I Nco GAS RISER DIAGRAM I I I I I I I I I I I I I WINDOW SCHEDULE LO I I I I 6"HALF-ROUND GUTTER I I I I 11 I I 1 I DOOR SCHEDULE I I I I &4"0 DOWNSPOUT I I I I 1 1 I I 1 1 A — A - ————————I I I A101 FOUNDATION DEMOLITION PLAN - O I I I I O O I I I I O 1 1 ABV A V ABV 1 1 A102 FIRST FLOOR DEMOLITION PLAN I I I A111 PROPOSED FOUNDATION PLAN I I I I Al 12 PROPOSED FIRST FLOOR PLAN Al13 PROPOSED SECOND FLOOR PLAN j I I j Al 14 PROPOSED ROOF PLAN I I I PITCH PITCH I I A201 PROPOSED SOUTH-WEST ELEVATION I I I PROPOSED NORTH-EAST ELEVATION 1 I I I A202 PROPOSED NORTH-WEST ELEVATION EXISTING NEW I i gr- �g I 1 1 PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION I I I I I I A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL jl II O 1 1 1 1 0 E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN El13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN 1 1 S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY A-2o1 A-301 �G EXISTING STUD WALL -- 3 ,[9 1_9 [11119'. 1,_9 RO RO RO NEW STUD WALL 5 1/2" 16'-1" 5 1/2" \�� �oP�ER✓F��ti��� date: 4/23/2024 %i EXISTING MASONRY WALL 17'-0" �� F< roject: 685 BL 7777777 EXISTING FOUNDATION WALL �...: n by:e.d. kd by:c.j. NEW PR:D. CONC. FOUNDATION WALL N ng NEW STEM PRD. CONC. FOUNDATION WALL 'A 03154T �O NEW PR:D. CONC. FOUNDATION WALL 1 PROP. SECOND FLOOR PLAN F�F >��� /�-113 TO REPLACE EXISTING CMU WALL -113 SCALE: 1/4" = 1' chrl frey #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 _schematic design stage 12-10-2021 _schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 0� O O co -O Ln U U v O a O N O +- Ln V-- i Q Q Q 10 a O C2 z '- L' O 1\ c •- '= H ct _'2 LO U 'i - 2 1 `0 CO U o � A-201 A-301 N 3 i EXISTING , NEW }� r. c z � 6"HALF-ROUND GUTTER &4"0 DOWNSPOUT ' - --- - - --- - W ------------ --------------- --- - - 1 -------=— — ------ -- -6"HALF-ROUND GUTTER ----- -------- -- II II 6"HALF-ROUND GUTTER I I 6 HALF-ROUND GUTTER &4"0 DOWNSPOUT f -------------------------- -- �1T� f-------- ------ I------------ ----------------- _----------- ----------" O O &4"0 DOWNSPOUT W L O o I II �- I I I I U 1 I I I ----------------------------------- Q to O t , <z 1 --- -- --- ----------------------- 1 ) i I � I (L 1 1 i I W z I „ I I :;', ;, it I i v ' O o t i O I y 1 ' I it I W OSTANDING SEAM zO O c I I METAL ROOFING (y) 1 1 3 o 0 UjI I il� W _o ►- o II ' O CV i STANDING SEAM METAL ROOFING o 2 ( I: II �I 11 '' li !' 'II (1 I ' uD Z O Ili I O II II II II I J- 1I I I EPDM I I I i ! t 1 PITCH ( I� i; ii it !� �,' I �..�r.. ROOFING , I II II II4 z12 II II I I I I I 1 1 1 Q w $ I I ) II I! it I Z } ,._ _ I I OVERFRAME/REPLACE EXISTING ROOF I I F_ ! " " } Al CENTER OF EXISTING HOUSE ` I { it ' T N TBD UPON DEMOLITION N I I I I i t i d t I ~ I I I I I I I I i t t i; I'1 iII, I' ,;' i'•, ii 11 ¢zoDEL I I PITC PITCH- <c7 I I i ; I1I Ir- -2 I N 2 a a 0 o 1I iiiI 0 I o� w I I I I W o I I I 1 1 U N I , I I I I A-301 „ a F - ;� I 1 = - _ 1 1 1 1 1 � � I I , _ ___�__ I ' ' I' i A 301 vll ,i.� ii-J I 1 L-------------------------- ------------ - ---� j • .1.r I I I I d I 1 -- ---- ----- II II II � II 1 I I I I I I I i T I o I I it I� II Ii' II II II II ,{ II !' , ': 1 O TYPICAL YA2 11 2 A-302 I 1 I I I I I PROVIDE NE FASHNGCWRI C AS REQUIRED @EXISTINGCH � I,I do b # M; r I 11 I 1 I _. ........ ..... .. .._. ....,. _. , , CENTER OF EXISTING HOUSE 7 1 I _._...._.._,.,_.. I 1 I I I I OVERFRAME/REPLACE EXISTING ROOF 1 1 I I t � 1 � L____________________ I I I I TBD UPON DEMOLITION 1 1 § 1 I 1 I ---- r----------1 _ -- -------------�_EPDM �1 11i III III ROOFING - STANDING SEAM 1 = 11r_ 1I 1t / PITCH METAL ROOFING12 iltiIl iiI ti II -1I II property address wz 11 I I I I I I l 1 1 (1) j I I I 000 I I I W I ; t ; 685 Bungalow Lane STANDING SEAM S 1 J_ O �- METAL ROOFING l ILL o f ; i t I L---------J I a1 ----------J Z I i' ! ;; ' i 1 ' I ' Mattttuck, Town of Southhold d w it Q it 1 I 1 i i New York, 11952 NJj -- 4II IIIa] I11iI ttIi j111I I1i1I A-302 drawing list _ = _PITC PITCH P2C PITCH -------------_ ____ ___ __ _____ A001 PROPOSED SITE P LAN Z 12. STAT DATA $ NOTES8 $ $ A002 PLUMBING RISER DIAGRAM I I I t I I I I 1 l I I GAS RISER DIAGRAM II I I I I I I I I I I I I t I I WINDOW SCHEDULE II I I II II I I L____-_____ 12______J 1 1 DOOR SCHEDULE 6'HALF-ROUND GUTTER 6"HALF-ROUND GUTTER 6"HALF-ROUND GUTTER -------------- -_-__---_---- 6"HALF-ROUND GUTTER &4"0 DOWNSPOUT 11 1 1 &4"0 DOWNSPOUT I I t 1 &4"0 DOWNSPOUT I I L--------------------- --- �IT�iR-�-- �. _ 1 I ---- ----J &4"0 DOWNSPOUT 11 I I 11 11 I I - I I I I I I I I I I I I A101 FOUNDATION DEMOLITION PLAN O 1 1 I I O o .......,...,.-_........_._!. I Al02 FIRST FLOOR DEMOLITION PLAN t L----. ---.--- J 1 1 L. --- --_ J I .. ....... L------------ L--------- -------------- 1 1 I 1 A111 PROPOSED FOUNDATION PLAN I I , A112 PROPOSED FIRST FLOOR PLAN Al13 PROPOSED SECOND FLOOR PLAN I 1 I I Al14 PROPOSED ROOF PLAN t I a Z. A201 PROPOSED SOUTH-WEST ELEVATION W 0 PITCH PITCHI U)0 i PROPOSED NORTH-EAST ELEVATION _I 1 . ...._ _.._.._..,-_.....,-z o�...___,_._,-._._...-.. Z o�..._.. ._.._.._._A-_..........-,__..1. I o f 2 2 o f I , A202 PROPOSED NORTH-WEST ELEVATION i EXISTING NEW 1 z g� �$ a I I PROPOSED SOUTH-EAST ELEVATION _..,_- .. O�i 1 A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION I I I I A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL I I 1 I O I I ---------- 1 0 El12 PROPOSED BASEMENTE111 PROPOSED FIRST FLOOR ELECILIGHTIN PLAN I L ------------------------. _ ----------------- I _____________________J El13 PROPOSED SECONDELEC/LIGHTING FLOOR PLAN S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN 1 S113 PROPOSED ATTIC FRAMING PLAN 1 PROPOSED ROOF FRAMING PLAN ' A-201 A-301 \c�� op, ER✓'6�"F y�><cl date: 4/23/2024 �r FA roject: 685 BL n by:e.d. kd by:c.j. PROP. ROOF PLAN 031541 o A-104 SCALE. 1/4 III chrl trey #031547 Max.Bldn Helht ------------------------------------------------------------------------------------------------------------------------------------------- ax.BIdn�He•I�_h-t---------- revisions date --------------- -- -------------------------------------------------- �M46.00'+/- 46 "'-0 existing situation ( ) 08-26-2021 updated site plan(topography) 10-29-2021 _schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 _design development stage 02-16-2022 DEC submission 02-23-2022 _design development stage 06-23-2022 TOS building permit submission 08-30-2022 __variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 Proo TTop of Roof-_- 12 12 ------- 37.50'+/-(37'-6") -------- $F_ 8 >'co " Q C� V U 0 co v 2 A O �0 A-202 A-301 \ A-202 < 4� Q Q E .O Q oo z 0 0 0 11 :` V, EXISTING NEW Proo Top of Wall -_- "' o I I -------+29.65'+1-(29'-7 7/8"+l-) ----- -- p M PROVIDE NEW 1 I I 41 I N FLASHING/CRICKET EPDM ROOFING @CENTER AS REQUIRED OF EXISTING ROOF I I O I I I TYPICAL EXTERIOR FINISH NOTE C v, Z @ EXISTING CHIMNEY T- I I , NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, I �i �� I 6"TO THE WEATHER,WEAVE CORNERS 12 12 12 12 I I i ON HYDROGAP BREATHABLE HOUSE WRAP 1 A A A I I I I I 5/4x TRIM PAINTED,COLOR TBD ---------- Ex.Top of Roof ------- $� �$ \ \ \ I I I I T 24.54'+l-(24'-61/2"+/ I I I `. I i 00 W V I O RED CEDAR SCREEN ® STANDING SEAM ® STANDING SEAM I i `� AND PRIVACY WALL o O METAL ROOFING TA oFl _------ Proo 2nd FI Subflr__-_-_-- _ W O _ -_-_-_-_-Ex.T000f Wall __ _ _ L Ro NG 21.56'+%_(2(21'-6 3/4"+%) O r- --- -- - -- - -------- - -� --- --- t-- --- --- --- --- --- --- -Ir- ------ I-- --- - -- --- --- - - , I Proo TT�of Wall_-_-_ - p o: 20.51'+/-(20'-61/8"+/-) cn O I 20.2T+1-(20'-31/4"+/-) -- -- ------- -- -- '—^ v I c: O O 6 / I I II II W \ / \ I C I "GALVANIZED I \ / \ / � � --I 3 C") HALF-ROUND GUTTER \\ I I I /O� I I 1 / I ® \ I > O 101 &4"DOWNSPOUT p O I I p I I I O O o \ O Ii — I { I � CV I = EGRESS/ = I \OGRESS I = 1 I I �/ 4 \� �/ 4 \� I t N _ TYPICAL EXTERIOR FINISH NOTE I NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, Do m Z O 00 T 6"TO THE WEATHER,WEAVE CORNERS ' / I I \ I , I /' I I I I i \ I W r� I" C0 I ON HYDROGAP BREATHABLE HOUSE WRAP O O I i I 5/4x TRIM PAINTED,COLOR TBD I 1 III 1 I I I //OT\ r / \ I p _--\------- Y Z / \ � I / \ i I _ Pro . 1st FI Subflr. \ U �- -_-_-Prop. 1st FI Subflr. I I / \ +12.41'+/_(+12'-5"+/-) -1 / \ r U To�of Foundation +12.41'+l-(+12 � 12.22+%_(1 P-2 314+1-) ---I- veraqe _ Average Elev.of Nat.Grade -� A7 oo1EI 0 Hof Nat.Grade ) Uj i L-------Ex. of Wall J j i i i i i i i i i 1 L 12r00+1-(11 0 r+�!j------J r - I I I I I I I I Grade -- -- - -- - - -- ----- I - - --- -------------------- I I ---- --L__J I---J i i I ------------------- -------------------- ' ---------------------------------------------------------;3 i I I I I L---I L__J Proo Bottom of Foundation I I I I I ------- I --- ------ Ex_Touof Slab ------------- 5.0V+/ 501F/ ------------ \ \ L__J 0 SOUTH-WEST ELEVATION -�-- 201 SCALE: 1/4" = 1' Max.Bldn .Hei ht ---g--------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ------------------------------------------------------------ -------Max.Bldng.Height ---------- - 46.00'+�_(46'-0") U dob # __-_- PrcQ Top of Roof_---_-_-_-__ -- 3i.i;o'+/ (37'-s") $r- 12 $ property address 685 Bungalow Lane, Mattituck, Town of Southhold 1 TYPICAL EXTERIOR FINISH NOTE New York, 11952 ,� / \ �� 1 2 • A-202 NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, , 6"TO THE WEATHER,WEAVE CORNERS A-301 ON-IYDROGAP BREATHABLE HOUSE WRAP / A-2O2 5/4X TRIM PAINTED,COLOR TBD \ \` drawing list PrcQ T�of Wall_- 6"GALVANIZED A001 PROPOSED SITE PLAN -- HALF-ROUND GUTTER ' ` / NEW EXISTING 29f Ei5'+l (29'-7 718"+/-) &4"DOWNSPOUT I - STAT DATA -o\o I NOTES 0 i' \ — / o A002 PLUMBING RISER DIAGRAM \ 00 ® / / EPDM ROOFING @ CENTER ch GAS RISER DIAGRAM \ J / EXISTING CHIMNEY • OF EXISTING ROOF WINDOW SCHEDULE 00 DOOR SCHEDULE 0 0 0\ 0 0 12 12 T .Tr 12 12 ¢ / \EGRESS EGRESS A101 FOUNDATION DEMOLITION PLAN w OGRESS A A A 00 x / \ O \ \ 8F- 8 $ -18 A102 FIRST FLOOR DEMOLITION PLAN / \ -_-_-_---_-____ Ex.—Too of Roof _ _ _ RED CEDAR BALCONY RAILINGS -' / \ 24.54'+l-(24'-61/FW) A111 PROPOSED FOUNDATION PLAN WISTAINLESS STEEL CABLES Al 12 PROPOSED FIRST FLOOR PLAN W T A113 PROPOSED SECOND FLOOR PLAN W T21PrCQ 2nd R Subflr__— —_—_—__ STANDING SEAM STANDING SEAM A114 PROPOSED ROOF PLAN 21.56'+l-(21'-6 3/4"+�--) METAL ROOFING METAL ROOFING ® A201 PROPOSED SOUTH-WEST ELEVATION PrQ TT�OfWall_—_—_—_—_--- RED CEDAR SCREEN I I PROPOSED NORTH-EAST ELEVATION "— AND PRIVACY WALL 20.:i1'+l-(20'-6118„+/_) - --- ----- - -- - -- --- -- - - - - - - -- -- - - - ,-- - --- - --- --- -- - --- --� _ _ n- - -------- - -- - -- --- _ Ex_To of Wall I I —1 ---------- �_ —_—_ A202 PROPOSED NORTH-WEST ELEVATION I I I HALF-ROUND GUTTER 20.27'+l-(20'-3114"+(-) PROPOSED SOUTH-EAST ELEVATION A30 6"GALVANIZED --- - 1 PROPOSE TRANSVERSE �::.:!:::.:::i:::� :;:iE:::: ;l &a'�DOWNSPOUT D SVERSE SECTION 2x RED CEDAR SCREEN OPENINGS AND - — I I / \ .::::::s / \ / \ PROPOSED LONGITUDINAL SECTION c STOPSW/REMOVABLE SCREEN PANELS I // 00 II II x0w2 ® y::IIi:III:IIIIIIIIIII I II OM x OL) TO o H � 0 / ON \ I / O \ \ I - -� A302 PROPO SED TRANSVERSE SVER E S E T I O N TYPICAL EXTERIOR FINISH NOTE 3WALL DETAIL SECTION-TYPICALNATURAL ALASKAN WHITE CEDAR SHAKE SIDING,w GRESS 6'.TO THE WEATHER,R WEAVECORN CORNERS O--EGRESS EGRES ao \ x / I I \ e- / ON HYDROGAP BREATHABLE HOUSE WRAP E1 11 PROPOSED OSED BASEMENT EN EL EC/LI GHTING PLAN 00 5/4x TRI I -OD M PAI T N ED ti 0o COL R TBD 0 E112 P PR E F\ / 0 OS D tRST I i FLO R 0 ELE ILI C GHT N / I I G PLAN I - - I O S III i O c0 OT I I E11 3 PROPOSED SECOND E LEC(LIGHT ING FL OOR PLANco N, ':SCREEN:: SCREEN: c0OL Prop. 1st FI Subflr. REN � EN I T r +12.41'+/-(+12'-5"+/-) _ 1 S101 STRUCTURAL DETAILS I li ; 1 I WATERPROOF/PARGE S102 STRUCTURAL DETAILS I 1 EXISTING FOUNDATION T of rocudation I S111 PROPOSED FIRST FLOOR FRAMING PLAN Z oF -----------s"--- __ —=__ _� - -- - -- -- --- --- - -- - - -- - -- - - --- - - - -- --- --- --- - - -- - --- -- ---- -- - _--- -_--- ---- Prop. 1st FI Subfl ---- -- S112 PROPOSED SECOND FLOOR FRAMING 1222'+(_(12'-2 3/4"+/-) ---- _ - --- -- -----�+12.41'+/-(+12'-5"+l-) N PLAN Avera a Elev.of Nat.Grade -- -' -- - __ I -- __ _ S113 PROPOSED ATTIC FRAMING PLAN --- ----------- -------- -------------- --------------------------- +- -- ---------------- -I-------------------- ----- _' -------INFILLExISTING ---------------- - - --- _ Av_era e_E_le_v_of_Nat_G_ra_de --- - ------------ ------------- - --- _ _ ----�- -- -—-- --__ --------1 PROPOSED ROOF FRAMING PLAN ---- � 11.00'+l- I I Ex L_ Grade a Ent _ — / — \ ---- ------ --- -- 11.00'+/- 11'-0"+/ BASEMENT WINDOW I -------j r---- I ' Ex To(of Wall _ _ _ �--------=�-- -1 12.00'+l (12'-0"+/-) i I \ I DEMOLISH/REPLACE EXISTINGI 11.69'+l-(11'-8 318"+l) Or50'+l (10'-6"+/-)------� i7�7 I RAMP WALLS W TH NEW PRD. ' WALLSlFOOTING&TIE L_-Tom of Ret.Walls_p Ramp - -_- _ -- 70 ER✓F �` - ----------------- -------- i\ /; I INTO EXISTING FOUNDATION. 10.66'+1- l0'_$"+(_ S F� date. 4/23/2024 Prop.Bottom of Foundation � � � � \ ( � 2`�' 9 t� ------- -�+_-0"+-------------- L---J L--J i i \ �� F� roject: 685 BL �.00 I p o' /) n by:e.d. 1 Li-_J------- ---- -- -- --- , kd by:c.j. --------------------------------------------------------------- ------------------ j A-301 -------- --------------- ----------------------------------____________________________�-- ----------------�--�-- � ------------_Ex_.T000f Sab ------- L__J L__J 5.01'+/-(5-0118" g 2 NORTH-EAST ELEVATION 9TF 0315�T �o A 201 SCALE: 1/4" = 1' chn Y 0 F IN fire A-2 O 1 #031547 -- ------------------------------------------------------------------------- ------------------------------------- Max.Bldnnn_I eight ---____-- revisions date 46.00'+/- 46'-0" existing situation ( ) 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 1 2 2 design development stage 06-23-2022 A-302 A-302 A-301 TOS building permit submission 08 30 2022 variance application set 05-09-2023 design development stage 11-09-2023 J design development stage 12-15-2023 bidding set 01-12-2023 _ permit set 04-23-2024 Prop TT�of Roof—_— ------- 37.50'+/-(37'-6") -------- STANDING SEAM METAL ------- - - — SEAM METAL ROOFING - — — - --- ROOFING (� E S� STANDING � --IT O 0 � -- — -- - - = • (J A- O1FN FHQIQVC7'�--- RA�f _c01 T N O C �- 6"GALVANIZED O _ HALF-ROUND GUTTER -- Prm.TT�OfWaII_— — — — _ O Cal &4"DOWNSPOUT 29.65'+/-(29- 7 7/$"+/-) Q) > O O 4t I TYPICAL EXTERIOR FINISH NOTE j -- --- --- --- --- --- --- --- N r I /O\ /O\ /O\ // NATURALALASKAN WHITE CEDAR SHAKE SIDING, 6"TO THE WEATHER,WEAVE CORNERS _ ON HYDROGAP BREATHABLE HOUSE WRAP zo 5/4x TRIM PAINTED,COLOR TBD = W OGRESS i- I WCID I I - I STANDING SEAM I a0 \ U RED CEDAR BALCONY RAILINGS METAL ROOFING I � O I � W/STAINLESS STEEL CABLES j I � I I 2RED -- --- -- --- - - -- -- -- - ---- - - -- - --- -- - - Proo2ndFI Subflr_ � os"GALVANIZED 6'd1 � O HALF-ROUND GUTTER I --- --- --- --- --- -- -- --- --- --- --- --- --- --- - --- - --- --- --- --- --- - - - ---- - PrOL Tod of Wall _ o,, &4"DOWNSPOUT CEDAR SCREEN —"----- --"—"-- O AT OUTDR.SHOWER I 20.51'+l-(20'-6 1/8"+/) O N O I I I I I I I I c 0 O I _ O C TYPICAL EXTERIOR FINISH NOTE \ —1 SHAKE SIDING, \ I 3 NATURAL ALA KAN WHITE CEDAR S D G O U S I / I I I I 1 I 2x RED > i CEDAR SCREEN OPENINGS AV CORNERS O GS AND 6"TO THE WEATHER WEAVE CO S / P \ 2 3 F— O r O ST P W/R B O S EMOVA LE CREEN PA S NELS N HYDROGAP BREATHABLE HOUSE WRAPO O O H OG O RE DAR REEN O D CE SC W II I I R D I N bo 6 Cal 5/4x TRIM PAINTED COLOR TB s 0 O AND PRIVA Y WALL C O M I w o G>` CV x .- C tt I I I I c I 00 I O I N C� O T tb I I � I I Z U R T NIN WALIOSTONE E AI G L - P RCELAIN Tt O LE CLAD PATIO ZI ?!'? ! E; `: �;i � ;;! ;iii;ii�i ,SCREEN SCREEN SCt2EEN SCREEN I Q �Zk I f +P1241'+1-t(F12'-5"b+/1--�------� r. ----—___J t--:— U I -- -- -- ---------------------- --- ----- ---- —L Tonof Foundation I I I 12.22' (1(12'-2 3/4"+l-) r----- ` / ________ ___ Avera e Elev.of Nat.Grade_ ------------------- -------------- I-------- -- \\ ----� L_ Grade a En_tr�-------� ---- Q XMI �_ Grade _-_-_--- — —� ------------------- ------------ ----- \ 10.50+1+1-(10-6+1-) Fj L_ -I L_ J - ----- -----L_ J rj � Pr __ L__J L__J oo.Bottom of Foundation a 0 1 2 2 A-3o2 A-302 A-3o1 1 SOUTH-WEST ELEVATION 2o2 SCALE: 1/4 = 1 -------------Max_Bldng.Height -- ---------------------------- U dob # 2 A-301 property address 685 Bungalow Lane, Mattituck, Town of Southhold New York, 11952 2 1 A-201 A-201 drawing list A001 PROPOSED SITE PLAN STAT DATA -----ter- -=r---r_ —*---_r--,---r--�z=-c:r a�_.- __--r—_.:.r--r.:-�.w -_-r_t-� --._ _-- ".--�- --Y--r _ ._—,._ - l _ .. .._ _. j _ I I I �— PLUMBING RISER DIAGRAM GAS RISER --- --- --- --- --- --- ------ I WINDOW SCHEDULE OQ 1\ /OQ T\ I I I DOOR SCHEDULE O O\ —I® LT ( - 1r7,: rT� bo I I I -I- — _ / \ / \ I A101 FOUNDATION DEMOLITION PLAN I EGRE�S ----I—_-�-t-� --r-.� --1-- j----T �— - - � t0 I A102 FIRST FLOOR DEMOLITION PLAN ----=-----_ EX.Top_of Roof ------- I'I / 24.54'+/-(24'-6 1l2"+/- I A111 PROPOSED FOUNDATION PLAN I Al12 PROPOSED FIRST FLOOR PLAN I Al13 PROPOSED SECOND FLOOR PLAN STANDING SEAM Al14 PROPOSED ROOF PLAN -- METAL ROOFING _ ___ ___ ___ ___ ___ __ I A201 PROPOSED SOUTH-WEST ELEVATION 6"GALVANIZEp � I PROPOSED NORTH-EAST ELEVATION _ _ ___ _Ex._Tpp of Wall HALF-ROUND GUTTEt�_ _____. _.___ __._._ &4"DOWNSPOUT r ------ --- --- --- --- --- --- --- --- --- r 1 --- --- --- --- --- --- ------ 1 r --- --- — _ A202 PROPOSED NORTH-WEST ELEVATION 20.27'+/-(20'-31/4"+/-) �— �� I PROPOSED SOUTH-EAST ELEVATION I A301 PROPOSED TRANSVERSE SECTION II II II I � I TYPICAL EXTERIOR FINISH NOTE NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, \ \ L. PROPOSED LONGITUDINAL SECTION 6"TO THE WEATHER,WEAVE CORNERS \ I I I I \ I I \ I \ T ON HYDROGAP BREATHABLE HOUSE WRAP \ \ \ P \ _ _ t. I- A302 PROPOSED TRANSVERSE SECTION O O O x O x I o �_T_.Z_ _1. WALL DETAIL SECTION-TYPICAL 5/4x TRIM PAINTED,COLOR TBD N D / = I I I I E � f l D /i� � \ I EGRS Q I // = I I / LL=J I I / E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN DEMOLISH/REPLACE EXISTING - _ / _ iV I I E112 PROPOSED FIRST FLOOR ELECILIGHTING PLAN RAMP WALLS WITH NEW PRD. I o0 I I I I 00 I e0 I I �- �I� El13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN CONC.WALLS/FOOTING&TIE (p j{i INTO EXISTING FOUNDATION. -_______----------"`_�------ S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS — — — —Pry. 1 st FI Subflr. L S111 PROPOSED FIRST FLOOR FRAMING PLAN -- - -- --- - --- - - -- - -- U L- ---� �- - -- - -- - -- -- --- ---� I - - - -- - - - ---- -- - -- - - -- -- —� = ��— �. ------- - -- - - __ _______ - L ___. ` ,_%I- II- S112 PROPOSED SECOND FLOOR FRAMING PLAN -= -----—�-Average Elev_oi;Nat. __r--—--------------------- -------------------- I 11.00'+l- �nEx i -- S113 PROPOSED ATTIC FRAMING PLAN --- ____ --_ /-------------------------------_ PROPOSED ROOF FRAMING PLAN ---_—_Ex_T�of Wall _� _Too of Ret_WalIs�a.Ram Jr f���-- -- _�_ --._____—___ —_____ 11,69'+/-(1 V-8 3l8'"+l-) 10.66>�8+l,- ' ,._ I I ------------- - ----------------------------L--J rJ LI \Gj����OP'�ER✓Fri � date: 4/23/2024 F� ro ect: 685 BL �,. n by:e.d. i kd by:c.j. _Ex.Tonof Slab i i i __ _ _ _ i L ------- ---------------------------------- -------- -_---------_----_- ----------------------- ------------5.011- (5'0118"+/) ------ - --------- ---- - -- ---- ------------ - N nJ L-----------------------------------L-- ---I ' 031541 0 2 A-301 2 NORTH-WEST ELEVATION IN, A-2O2 A-202 SCALE: 1/4" = 1' chrl fret' #031547 -------------Max.Bldng Height ------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------- revisions date 00 46. '+/-(46'-0") existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 deign development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 1 design development stage 06-23-2022 A-302 TOS building permit submission 08-30-2022 variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 revised permit set 06-17-2024 I I >-00EE "1,-- --- --- --- --- ---� U cor� C � > >- o ;d 2 2 i 0 � a) STANDA-201 j METALNG SEAM ROOFING A-301 I STANDING SEAM I 1 E Q Q ! ( ' I ; MEi AL ROOFING I I i A-201 �O ,� IL � I 1 I I -0 O� V u 1 I I ^ i 0 • 1 I I c �E cy) i p I I 1 I >O`COI U I 1 _c„ �y '5 p •- LO + 16' C H z /O1\ /O1\ 1 EGRE / Q r bo I Q I Ex.Top of Roof / _ i\1 24.54'+/-(24'-61/2"+/ ----- — // -co 00 I I Uj o STANDING SEAM 1 METAL ROOFING ( �J II S T.IL 1j II j I I I IL I I J I I L--------------- _-- - - --• --2ziDl�AF7ER5"---- -- -J-- - --- - --- --- --- --- - @1s"oc I I 51/2"x s 1/2"APB BEAMS i _ Pro .To of Wall_ r _ - ------------W/R381NSWILATION —————— I I � - - ------ Q 0 O ---------Prop_To�of Wall , i i i---------------- _ 1._ o -- _ _ v� o Ln 19.72'+/-(19'-8 3/4"+/-) ________i I I i ___ _ I I L O O O 2x10 RAFTERS I w > M � d + 1 I I I �/ > I } �16"OC I I NEW 3 1/2"x 91/2"APB / \ I I TYPICAL EXTERIOR FINISH NOTE W/R-38 INSLTN. / \ NATURAL YELLOW CEDAR SHAKE SIDING, 3 Q O 1 I LL I I / P \ F 1 6"TO THE WEATHER,WEAVE CORNERS - 0 f- O ` 5 I > I I 1 / O \ S I ON HYDROGAP BREATHABLE HOUSE WRAP � W M M O _ I 00 = i 22 i 21 0o p 1 I _NEW 4x4 POST BHND. / \ p W/5/4x NATURAL YELLOW CEDAR TRIM `- 7 C� M PATIO M o ° SITTING I I FOYER 00 FOR I I _ __.__ 1 1 -o ►�I = ROOM i i I I _ 2 x 6 STUD WALL TYP, N I DRIVEWAY 7 L - _ --W/R-21 INSULATION O 1 8 3/4"T&G WOOD FLOOR ON 1 ( ' M I STAIR TO 1 3/4"PLYWOOD SUBFLOOR 1 00 Z r T POCKET DOOR I I I TO SCREEN RM � I 2ND FLOOR I -T 4"PRO.CONC.HAUNCHED � I � 1 1 i SLAB W/STONE CLADDING Pro 1st FI Subflr _—_—_—_—__ U 1 I I I O R I _�_------= OQ_ 0 _ 10 roQ_ o_ r— — I +12.41'+l-{+12'-5"+l-) -- -------- --- 1s- Subflr_=__-------------------- _ -- - - - - h -F,. +12.10'+/ 2'-1 1/4"+l -----J Pro Grade _ +12.41'+/ +12'-5"+/ _ _ �- -—-—-—- O Avera a Elev._of N_at._Grade 2 t '.- # -�----- ---- ----�- \�\� ' �.fi"Ftr,�r'_��s�rta*^'r;, + -) \ \ \ Ex_�of Wall I I R-10 BIRD.INSULATION NEW 5 1/2"x 9 1/2"APB j W \9 1/2"-230 TJI @ 16 O.C. �I 8x8 PRO.CONC.PIER `_° CRAWL SPACE �? \R-0 BRD.INSULATION ` Uj1/ PRD CONC.FIND.WALL \\ \� 10"PRD CONC.FND.WALL O PRO OR B SLAB \ \ON VAPOR BARRIER � ON COMPACTED FILL ------- — -- Ex-- -Slab------- SEE 2/A-111 5.01'+/-(5'-01l8"+l) 2 1 A-301 A-302 1 TRANSVERSE SECTION. 301 SCALE: 1/4 - 1 ------------- Max_Bldng.Height _ ————————————————————————————————————————————————— ------------ Max_Bldng.Height---- ------------ -- -------------------------------------------------------------------------------------------------------------------------------------------------- 'V dob # 1 A-301 SEE 2/A-302 Prou Top of Roof—_— ------- 37.50'+i-(3T-s") -------- property address STANDING SEAM METAL ROOFING 685 Bungalow Lane, 2-2x12 RIDGE BOARD \ }` ON BREATHABLE VAPOR BARRIER Mattituc�k, Town of Southhold g��, ON 5/8"WOOD PLY 2 x 10 RAFTERS @ 16 O.C. \ r t.E New York, 11952 WIR-38 INSULATION 12 12 ° 2 A-2O2 STANDING SEAM METAL ROOFING 8� �\ �8 ON BREATHABLE VAPOR BARRIER COLLAR TIES 2 x 10 RAFTERS @ 16 O.C. A-2O2 ON 5/8"WOOD PLY \\ W!R-361NSULATION drawing list 2 x 12 RAFTERS @ 16 O.C. '— -� —Lm2j '' 2x6 COLLAR TIES @ 32"O.C.i OA001 PROPOSED SITE PLAN TPRD.2"PLF W/R-38 INSULATION EXISTING NEW �___� h� € _ — —_— Prou TOp Of Wall_—_—_— — - STAT DATA o -- ° 29.65'+l-(29'-7 7/8"+/-) NOTES — p 2 x 6 STUD WALL TYP. A002 PLUMBING RISER DIAGRAM \ re W/R-21 INSULATION GAS RISER DIAGRAM NEW EPDM ROOF]NG \\\ O /// ON EXISTING ROOF STRUCTURE , F - DOOR SCHEDUWINDOW DE LE \ � 'I � / 1/2"SHEETROCK O 0' O I00 O O JJ A101 FOUNDATION DEMOLITION PLAN AO AO AO ih EGRESS/ EGRESS EG ESs t/2"PLYWOOD SHEATHING Al02 FIRST FLOOR DEMOLITION PLAN W/HYDROGAP BREATHABLE -----_—_-- Ex.Top of Roof ------- ------------------------------ ----- PRMRY �C' HOUSE WRAP 00 24.54'+l-(24'6112"+l-) ------_--- - ----------- _____ \ BEDRM A111 PROPOSED FOUNDATION PLAN --------------- - EXISTING ROOF STRUCTURE -- - —� � NATURAL YELLOW CEDAR SHAKE SIDING,6" A112 PROPOSED FIRST FLOOR PLAN STANDING SEAM METAL ROOFING I I ! TO BE DETERMINED I I _______ __ ---- (fl -:- TO THE WEATHER,WEAVE CORNERS A113 PROPOSED SECOND FLOOR PLAN ON HYDROGAP BREATHABLE HOUSE WRAP I I UPON DEMOLITION i l ih TO l Al14 PROPOSED ROOF PLAN EXISTING I I i t I I EXISTING ------------------------------------------ 1I I I r r 3/4"T&G WOOD FLOOR ON ATTIC I I I I I I ATTIC '`" _ _ ____________________ _______________ s'; �'> 3/4"PLYWOOD SUBFLOOR --_—_— Pro .2nd FI SUbflr. A201 PROPOSED SOUTH-WEST ELEVATION - w 21.56'+l-(21'-6 3/4"+/-) — - -- PROPOSED NORTH-EAST ELEVATION —'— A202 PROPOSED NORTH-WEST ELEVATION _—_—_—__ Ex_To�of Wall L Or 51'+1-0D of 20'6 8alh- ------- -- PROPOSED SOUTH-EAST ELEVATION W/R-301NSULATION ------� ---/ �...___._---------- _ -, _-____�•' �y. = _ 9v ,.. _..-__-�,. \- m..--. :, TREADS AND RISERS CONT. 11 7/8"-360 TJI 16 O.C. EXISTING CEILING JOISTS 11 RUN FLOORING UP STAIR jj w/R-30 INSLTN. A301 PROPOSED TRANSVERSE SECTION / NEW 31/2"x 9 1l2 APB /7 / ' a \ �P PROPOSED LONGITUDINAL SECTION EXISTING STUD WALLS I, NEW 4x4 POST \ I , // I \ 2 x 6 STUD WALL TYP. W/R-15 INSULATION / �� Y HVAC DUCT + �+ / it \ ( / O / i W/R-21 INSULATION A302 PROPOSED TRANSVERSE SECTION et T UO M 00 WALL DETAIL SECTION-TYPICAL I 1/2"SHEETROCK (h la-- \ / (` 1 11 "EGRESS 'B EGRESS" h c- �, \ LIVING RM �! b> �`1 CHEi I SITTING RM y SAUNA SAUNA FINISHES BY OTHERS 00 E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN a7 BATHRM 1 BEDRM 1 / I \ I / E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN \ / __— -- NATURAL YELLOW SHAKES DING,6"TO CEDAR _^\ _ �_ / I \I / ® 3/4"T&G WOOD FLOOR ON E113 PROPOSED SECOND ELEClLIGHTING FLOOR PLAN i �' T T _ TO -I - 3/4"PLYWOOD SUBFLOOR WEATHER,WEAVE CORNERS I —-----�-----------�-- �— -� ALIGN TOP OF NEW i �' i � � - '— � S101 STRUCTURAL DETAILS ON HYDROGAP BREATHABLE ---J NEW 3-2x 8 BEAM SUBFLOOR W/TOP OF O I , _ Prop.1st FI Subflr__—_—_ In 91/2"-230 TJI 16 O.C. S102 STRUCTURAL DETAILS HOUSE WRAP EXTNG.FINISHED FL. )__ --nn= .-- =-:-r ___; :___-_..- W/R-30 INSLTN. r +12.41'+/-(+12-5'+/-) S111 PROPOSED FIRST FLOOR FRAMING PLAN --------Pro, 1st FI Subflr. - ---- ------- - _ - -- - ----- -- - -- -- - +12.41'+l-(+12'-5^+/-) ------- --- -- =_ To�of Foundation—_—_�--==_ S112 PROPOSED SECOND FLOOR FRAMING PLAN WATERPROOFIPARGE _ t r -- S113 PROPOSED ATTIC FRAMING PLAN Avera e Elev.of Nat.Grade EXISTING FOUNDATION —==_-- --- - - _______ ___ _____ —1 2'+/-(1(17-23/4"+i- f--` — ------1----g-- ---- —' L + - - INFILL EXISTING.---- ,a,. 'Z �_ - ' _________________________________________.f'__________ Avera eElev of at Grade PROPOSED ROOF FRAMING PLAN 11.00'+/ (11' "+l) I -- / - -------------- BASEMENT VNNDOW I -- - --------- -- - - i - -'- - ------- -------+ - -- —————— }----- 'CACQ�Op�6o�E- g__ 1 - Ex To of Wall / \ L--------=--p of -� - \ - M Grade 1 Ent )- Z L_ -?-------� (-- --- EXISTING ' 12.01)' / (12'-0° /-) 11.69'+l (11'-8 3/8"+!-) + ;� / '- - -\ 2x8 JOISTS EXTNG. BASEMENT + CRAWL SPACE R-10 BRD.INSULATION - �_ Grade _ _ — — --� d i 4"0 TUBE STL CLMN r Z 1 ���������������������������� O z10.5 ri EXISTING ON STEEL PLATE oo Ln E C} \ M Gj �OpHEp /�' date: 6/17/2024 � I i\ / i COLUMN ON 24 x 24 x 8 D �W .....,. .;,, .r..;,,.._, .. ,...,:...... -. ..,_. , .-��.:: •...,:.> .:,-,:..:.,.•. : 6 PRD CONC.FND.WALL EXISTING FOUNDATION WALL I <O j PRO. CONC.FOOTING i �` 2�\� �Fc rojeCt: 685 BL .1 \\ ---2"PRO CONC.SLAB— — 7OL 7..00'+/(7-O"-g j f Foundation _ n by:e.d. EXISTING R-14 FOAM INSULATION i ��':" R-14 FOAM INSULATION PRO.CONC.SLAB EXISTING COLUMN 't Ex_T000f Slab —_—_—__ I \!\ / I EXTNG.FNDTN.WALL _{:} \ \ \\ ON VAPOR BARRIER j EXTNG.FNDTN.WALL I ' ON COMPACTED FILL kd by:c, — f I r • ,:..i a.... ..• �.. t'ir. .I ", �.. e:�: �...� �:-.� Asa^ �. N ng# � 1 9r �Q A-301 2 LONGITUDINAL SECTION 031541 � A-301 SCALE" 1/4 - 1 chrl OF NS, fre YA_301 #031547 revisions date _ existing situation 08-26-2021 updated site plan(topography) 10-29-2021 STANDING SEAM METAL ROOFING schematic design stage 12-10-2021 COLOR TBD schematic design stage 12-13-2021 CONTINUOUS WATERPROOF MEMBRANE design development stage 02-10-2022 design development stage 02-16-2022 5/8"WD.PLY SHEATHING DEC submission 02-23-2022 design development stage 06-23-2022 1x10 BLOCKING TOS building permit submission 08-30-2022 CONTINUOUS METAL FLASHING variance application set 05-09-2023 &DRIP EDGE design development stage 11-09-2023 design development stage 12-15-2023 _bidding set 01-12-2023 2 x 10 RAFTERS @16 O.C. permit set 04-23-2024 W/R-38 INSLTN. 1/2"SHEETROCK 6"HALF ROUND GUTTER H2.5 CLIP TYPICAL AT EACH RAFTER T.0_Wall � 00 v Elev:+29.65'+/-(+29'-7 718"+l-) co 5/4x6 BORAL FASCIA p _ 0 2-24 TOP PLATE 5/4x4 BORAL TRIM&SOFFIT Q w� Q Q 2x2 ACQ BLOCKING N N NATURAL CEDAR SIDING a O C- z HEADER AS NOTED 6"TO THE WEATHER '- Q R • 1 x INT.TRIM PAINTED 5/4x4 PAINTED BORAL TRIM �- Y U eo a) 5,0 U MONO c z w c 1 x INT.TRIM PAINTED — MARVIN ELEVATE WINDOW v AS PER WINDOW SCHEDULE W o 5/4x4 PAINTED BORAL TRIM Q CONTINUOUS O BREATHABLE HOUSE WRAP W 1/2"PLYWOOD SHEATHING O o o � ° o o w ° ~Lr) (� N o c0' N 0000 Z o y— 5 2x6 STUD WALL TYP. W/R-21 INSULATION � STANDING SEAM METAL ROOFING 1 x INT.TRIM PAINTED COLORTBD 3/4"T&G WOOD FLOOR CONTINUOUS WATERPROOF MEMBRANE Q 3/4"PLYWD.SUBFLOOR 5/8"WD.PLY SHEATHING 2ND FLOOR \ 1x10BLOCKING _ nd floor Subfloor— _ � Elm+21.56'+l-(+( 21'-6-6 3/4"+/-) � CONTINUOUS METAL FLASHING \ &DRIP EDGE 0 6"HALF ROUND GUTTER ~— T.0_Wall--------- -- Elev:+20.51'+l-(+20'-6118"+l-) • tr�� rv11 7/8"360 TJIs @ 16"O.C. •� W/R-30 INSULTN 5/46 BORAL FASCIA 1/2"SHEETROCK 5/44 BORAL TRIM&SOFFIT -- .Mg Bldng_He[ ht -___-_ 46.00'+1-(46'-0") ——————————————————————————— 2-2x6 TOP PLATE 2x2 ACQ BLOCKING 2x6 STUD WALL TYP. NATURAL CEDAR SIDING W/R-21 INSULATION 6"TO THE WEATHER 00 1/2"SHEETROCK CONTINUOUS BREATHABLE HOUSE WRAP �- 60 dob # 1/2"PLYWOOD SHEATHING Prop Top of Roof— — 37.50'+l-(37'-6") ________ 12 12 address property $F �$ 685 Bungalow Lane, 2x6 STUD WALL TYP. W/R-21 INSULATION 2x12 RIDGE BOARD Mattituck, Town of Southhold STANDING SEAM METAL ROOFING New York, 11952 1 x INT.TRIM PAINTED ON BREATHABLE VAPOR BARRIER 1 ON 5/8"WOOD PLY 3/4"T&G WOOD FLOOR - - - - A-2O2 COLLAR TIES 3/4"PLYWD.SUBFLOOR � FLOOR 2x6 COLLAR TIES @ 32"O.C. 2 x 10 RAFTERS @ 16 O.C. drawing list ' 1 st floor Subfloor W/R-38 INSULATION _ Elev:+12.4l'+/-(+12'-5"+/-) --- — _ _ — Proo Top of Wall — — —_—_—__ O O A001 STAOTDATA SITE PLAN -- T.O. Foundation _ _ 29.664(29'-7 7/8.4) NOTES a; Elev:+12.22'+/-(+12'-2 3/4'+/-) A002 PLUMBING RISER DIAGRAM P, ' _ GAS RISER DIAGRAM i 2 x 6 STUD WALL TYP. ib o WINDOW SCHEDULE • B.O.Joists _ _ W/R-21 INSULATION � • 1. Elev:+11.56 4(+1 V-6 3/4"+/-) - DOOR SCHEDULE • 0.l=�J00 T A101 FOUNDATION DEMOLITION PLAN 9 1/2"230 TJIs @ 16"O.C. PRMRY BATHRM A102 FIRST FLOOR DEMOLITION PLAN W/R-301NSULTN G 00 1/2"PLYWOOD SHEATHING -- 2 x 6 STUD WALL TYP. ANCHOR BOLTS @ 32"O.C. W/R-21 INSULATION A111 PROPOSED FOUNDATION PLAN • W/HYDROGAP BREATHABLE 17- Al 12 PROPOSED FIRST FLOOR PLAN • : HOUSE WRAP 2x6 ACQ TOP PLATE a NATURAL ALASKAN WHITE CEDAR 12 12 A113 PROPOSED SECOND FLOOR PLAN egk Grade SHAKE SIDING,6"TO THE 1/2"SHEETROCK A114 PROPOSED ROOF PLAN Elev:Varies WEATHER,WEAVE CORNERS $ 8 31/4E PLYWOOD SUBFLOOR 8"PRO.CONC.WALL VW'/5/8"0 x 16"1 GLV.STEEL ''d. • I -_ _—_— Pr0 2nd F1 Subflr. STANDING SEAM METAL ROOFING ANCHOR BOLTS :•a I � — _ _ A201 PROPOSED SOUTH-WEST ELEVATION • 21.56'+l-(21'-6 3/4"+/-) ON BREATHABLE VAPOR BARRIER PROPOSED NORTH-EAST ELEVATION Pro TO of Wall ON 5/8"WOOD PLY @ 32"O.C.TYP. -- --- �-�--------------- ON 8"h x 16"w FOOTING I 20.51'+l-(20'-6118"+l-) 11 7/8"-360 TJI @ is O.C. A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION CONTINUOUS BITUMINOUS WATER a I_ W/R-301NSLTN. PROOFING A301 PROPOSED TRANSVERSE SECTION BELOW GRADE PROVIDE 1 HR FIREPROOF / \ / \ R-10 BIRD.INSULATION I SHEETROCK @ CEILING 51/2" x 11 7/8"APB PROPOSED LONGITUDINAL SECTION •,..I I- �p A302 PROPOSED TRANSVERSE SECTION 2"PRD.CONCRETE SLAB a, '.� I_ cam-• HVAC DUCT i / 2 x 6 STUD WALL TYP. WALL DETAIL SECTION-TYPICAL W/R-21 INSULATION MOISTURE BARRIER I_ r•- i� / \ I •'•. 4 +I 6"0 TUBE STL CLMN ON STEEL PLATE i 1/2"PLYWOOD SHEATHING E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN NG PLAN 3"COMPACTED GRAVEL ,' I ON 36"x 36"x 10"D PRO.CONC.FOOTING / `` ^ I� �/ \� HOUSEW/HYD WRAP BREATHABLE E113 PROPOSED SECOND ELEC/LIGHT NG FE112 PROPOSED FIRST FLOOR ILOO PLAN ., I_ ( NATURAL ALASKAN WHITE CEDAR 4"PRO CONC.SLAB ON VAPOR SHAKE SIDING,6"TO THE 5101 STRUCTURAL DETAILS n I Prop. 1St FI SUbflr. — __ BARRIER ON COMPACTED FILL ! I WEATHER,WEAVE CORNERS TO of Foundation S1o2 STRUCTURAL DETAILS +12.41'+/_(+12'-5"+/) 1 / i\ / I I\ +12.75'(+12'-9") S111 PROPOSED FIRST FLOOR FRAMING PLAN CRAWL SPACE I- r- If— I— ----__- --I t----- ----�- ------------ __ _ L----- T.0_Slabof Foundation s112 PROPOSED SECOND FLOOR FRAMING PLAN • •e 'A. : : '• •" . �.'� L— -- Elev:+7.83'+l (+7'-10'+/-) 12.22'+q-(1(12'-2 3l4"+"+�-) :.; S113 PROPOSED ATTIC FRAMING PLAN Elev, t Grade PROPOSED ROOF FRAMING PLAN -- ----------------- — ----- � I Average ev,ofNa. �., • . . �- --- 11.00'+/- 11 0"+/) _ `:` ,r .. •, z •a: I _ �_ -� L_ Grade a Entry-------� r-- ,. aI —s°o— r / (12'0"+l) e _ dk B.O. Foundation — — — _ 10.50'+/ (1O'6" ----- 8"PRD CONC.FND.WALL Pc�ER Elev:+7.00++/-(+7_0+/-) \Gj o r X date. 4/23/2024 _ — — —*F,ror).-Boftom of Foundation � 1ro Z ``�,.,.>_ �.F;;`,,, ect: 685 BL ,00'+l (7'-0"+/) n by:e.d. kd by:c.j. WALL DETAIL SECTION - TYPICAL LONGITUDINAL N9T os154� A ng 2 � 0 GITUDINAL SECTION F A-3�2 302 SCALE: 1" = 1' -302 SCALE: 1/4" = 1' chrl Frey #031547 ELECTRICAL KEY ELECTRICAL NOTES / revisions date existing situation 08-26-2021 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND j / _updated site plan(topography) 10-29-2021 R RECESSED FIXTURE schematic design stage 12-10-2021 EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL MISC.ELECTRICAL WORK,ALL WORK SHALL COMPLY NATIONAL,STATE AND ' / schematic design stage 12-13-2021 R REC'D FIXTURE / ' design development stage'LV l (LOW VOLTAGE) LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S g p ge 02-10-2022 (��}} REC'D FIXTURE SPECIFICATIONS. j , design development stage 02-16-2022 T (LOW VOLTAGE W/INTEGRALTRANSFORMER) 2,ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION 1 / DEC submission 02-23-2022 OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF /' design development stage 06-23-2022 WM WALL MOUNT FIXTURE WIRING,LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL 1 % TOS building permit submission 08-30-2022 CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING variance application set 05-09-2023 P- PENDANT FIXTURE MAINTENANCE AND INSPECTION SHALL BE READILY ACCESSIBLE, / / design development stage 11-09-2023 S+ SURFACE MOUNT FIXTURE 3,MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S f design development stage 12-15-2023 LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE / bidding set 01-12-2023 G L GROUND LIGHT BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. ! _permit set 04-23-2024 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY LL LANDSCAPE LIGHT COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTAL / ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP, , r UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE j / r—————————————————————————————————————————————————————————— FL- FLOOD LIGHT LOCATION OF THE NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION, j I : R IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR I r ------------------- I oD •�`�• LED STRIP LIGHT / I L____-- _____1 I I O U U UNDERGROUND,THE COST OF SUCH ELECTRIC,TELEPHONE AND CABLE I 1 I I I / 7 I 1 :.i I r ------------------------------ 1 ;: I C rr A j o SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT I I I I / I , I O a OF � FLOOR LIGHT CONTRACT BETWEEN THE OWNER(S)AND THE RESPECTIVE UTILITIES,BUT Lo — Q w-- 4- SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. I .^ I / I : ' 1 / 1 I I I I I O N Q Q � LOW VOLTAGE LIGHT 1 I I I 1 1 F °- cv LV 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. / I ::' I I I 1 1 I I 1 I O N 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE RF r'4z� RECESSED FOOT LIGHT I `"' I I I ' 1 I I I I I v Q Z OWNERS)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND / I I / I I / 1 p O 0- RECEPTACLES. I `'•; I I I I I I I j ^ O RW . � RECESSED WALL LIGHT I I / I :"'• I / 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS j I I / I ``';, I I it'. I I I -0 U _ / I OFL � FLUORESCENT FIXTURE COPPER CONDUCTORS, Q 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER j I t`'; 1 ,<' 1 i I 1 I N UC UNDER CABINET FIXTURE CONNECTORS. 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO j I :'� I / I I / j 1 I I I 1 `n Z I I I �: I CL CzED CLOSET LIGHT(LED) INSTALLATION OF INSULATION AND DRYWALL. r—T 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. t I I I I I 1 I I I F T— U L ® UPLIGHT FIXTURE 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER j I r: I / I ':�' I I I I I I i I ;; I I I I/ 1I I 1 I SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE I '`• Y 1 4 I ! I I I 11 .'s j j j j :j, I I I SINGLE POLE SWITCH WATERPROOF GFI. j I I I I 3 13.INSTALL RECEPTACLES AT 12"TO CENTER LINE ABOVE FINISHED FLOOR j I I 1 ' I / I I I I I I I I ;',' I I I w THREE WAY SWITCH UNLESS OTHERWISE NOTED. I ;,:: I k------i I I I I L------------------------------------------------� I I I U �, V 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP j 1 1 I I L__L j L-------------------------------------------------4 �,.. ,..I. .:,..: :s. ,FOUR WAY SWITCH - UNLESS OTHERWISE NOTED N PLANS.U S 0 0 :h' ♦ice I U P I° a Z RECEPTACLES T BE FI.GARAGE a 15.ALL BATHROOM GARAGE AND EXTERIOR 0 G - -------------- O SWITCH VV/DfMMER RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM. I w :... 1 R I I I I I I O 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR / ( I i i------------------------------------------------I I I Q O r_ I O # DOOR SWITCH UNLESS OTHERWISE NOTED, 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE -� SWITCH , I NN O SINGLE RECEPTACLE OUTLET ACTIVATED AND/WITH CONTINUOUS ELECTRIC CURRENT. ---------------------- O W18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS, OO I I I 1 crj DUPLEX RECEPTACLE OUTLET SHALL HAVE HUM-CONTROLLED TYPE. 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTUREo APPLIANCE OUTLET LIGHT APPLICATIONS. ;; : 1 I I I I O ( 1/) 20.PROVIDE LIGHT FIXTURES AS SELECTED. I I I I I ° I w C3 N N G FI GROUND FAULT INTERRUPTER RECEPT.OUTLET 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND i I I' I I I I I c ; INTERCONNECTED. r— I —� _? PROP.CRAWL I, I j I I cn ,(; WP� WATER PROOF DUPLEX RECEPTACLE OUTLET 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF 1 I I I I I I LO O ANY,SHALL BE PROPERLY LABELED, I I ; ; I I i I y I 00 Z LED� DUPLEX RECEPTACLE OUTLET W/LED LIGHT 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH _ _ EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT L J I I I. U I USB=Q= DUPLEX RECEPTACLE OULET W/USB PORTS IF DISCREPANCY OCCURS FOR ADJUSTED LOCATION. 24,LIGHTING E UIPMENT:AMINIM M F FALLPERMENATLYINSTALLED ----- --------------- -=�==�Q U 0 90 O -s — — — — — — -------------- — -- I I FLOOR RECEPTACLE OUTLET LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. L----J L———— I I L----� QUAD RECEPTACLE OUTLET c--__---o POWER STRIP00� I EX.BSMNT.2 CEILING FAN = zx SINGLE PHONE/INTERNET JACK I I I I 1 1 I ----------------------"-----------------------� _ _ t,::, :. PROVIDE ELEC.AS REQUIRED ,. ® L---------------------------------------------------J I DOUBLE PHONE JACK I I t 1 �2 FOR PROPOSED HVAC SYSTEM I 1 — I I I 1 I 1 I 1 a ___•_ o e • • '-�_ _ _-_ I 0 CABLE TV'JACK ------------------------------------------------+i 0O0 COMMUNICATION BUNDLE FURN. AH1 AH2 II I I O ; I 0 OUTDOOR ROUTER WiFi 3 3 ( ) :=.�:.':ra===�.. �•_.'.._ t= =='" _-'r"-=- -- - =e;=r'.;T,"..".'•;:.'«=:v'':�:=.."=,.;:n+•`-m=a: — r "...,r r'y"' "� ,. - - - •-bs•U .- 1. ... / C. 1 .. ..a . r .. ... a \. Y. f .:n'w.•.:CEILING RECESSED SPEAKER r I` IIII z:;; 1 R I CEILING MOUNT SPEAKER I IIII `'a I :, _-_-------#----r___-------- IIII L------ -J WALL SPEAKER IIII S1 1 rl I SMOKE DETECTOR IIII - 1 i I '. S1 / W/BATTERY BACKUP ; r IIII 1 CARBON MONOXIDE DETECTOR j IIII EX.CRAWL I`I I / ® W/BATTERY BACKUP IIII I I IIII '•'':. I , HOSE BIB dob # IIII 1'' I r IC BUZZER/INTERCOM TIMER i _ I / 0 BATHROOM FAN - -- --1--s f ----- ——— --- r .J•. I IIII I a a • •' '� a I 1 -,0 1 / WINDOW MOTOR IIII ----------------------------------- ------------------------------- r IIII -J �z n _ ._, Fm TR TRANSFORMER ( IIII .<: 1 ::, : ....: : . • ._. : ._;:;� ,.;.....;->•,,,.,..�,.�;-..�.:�•-------------------- / / r•; fill I _ j IIII EX.BSMNT. 1 I `a: r------------------------------ ° ; property address ® f fill I , , GARAGE DOOR OPERATOR j I 'r•i� I / .. fill =;° , 85 Bun glow Lane, ® DRIVER ' iiii ------------------------------------ I i '' i / Mattituc�k, Town of Southhold IIII ' FDA] DOOR ALARM ! iiii t' ______________________________ i I I New York, 11952 ❑ ® GARBAGE:DISPOSAL `�. IIII I �.:•, 1 I ,�,LH. 1 / IIII ;. I I >••>: 1 ❑5 CAT 5 JACK / IfillIII ;; I I =- I / ¢Y' I drawing list I I I / © CAT 6 JACK f '; '.i�, I ';4,:. j Eg ETHERNET BOX A001 PROPOSED SITE PLAN _•. ��• I 1 I I / STAT DATA NOTES UPDATE EXISTING ELEC.SERVICE A002 PLUMBING RISER DIAGRAM AS REQUIRED TO ACCOMODATE I <'C — i•.�. / GAS RISER DIAGRAM / +t` PROPOSED DESIGN r_-- --, 1 WINDOW SCHEDULE j My I ` I I ® I i / DOOR SCHEDULE I j .` ` I A101 FOUNDATION DEMOLITION PLAN A102 FIRST FLOOR DEMOLITION PLAN i',. ..Y� r+tin', .:'C r;r.,• f'. I j fly 7 I I I I A111 PROPOSED FOUNDATI N j I 0 PLAN I I / A112 PROPOSED FIRST FLOOR PLAN / W A113 PROPOSED SECOND FLOOR PLAN W o�i I ;.'+. I 1 j / A114 PROPOSED ROOF PLAN 0 rNi I <' 1 I I j a z 1 I I I A201 PROPOSED SOUTH-WEST ELEVATION I 1 / PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION j / 1 I }� I PROPOSED SOUTH-EAST ELEVATION / A301 PROPOSED TRANSVERSE SECTION I ' 4••� PROPOSED LONGITUDINAL SECTION A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL Ir I L---------------------------------- ————————-I I E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN j •::-• •�R` ",i,., 4�?':' _ E1 2 PROPOSED FIRST FLOOR ELECILIGHTING PLAN J I E113 PROPOSED SECOND ELEC/LI 1 / L---- ------------------------------------------------ ---� GHTING FLOOR PLAN S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS j S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN I / S113 PROPOSED ATTIC FRAMING PLAN / PROPOSED ROOF FRAMING PLAN WALL KEY �- EXISTING STUD WALL / NEW STUD WALL % \c����taP'�ER✓F,0F y�>� date: 4/23/2024 / �r F� ro•ect: 685 BL EXISTING MASONRY WALL / n by:e.d. '- EXISTING FOUNDATION WALL % �kd by:c.j, t�..= NEW PRD. CONC. FOUNDATION WALL N ng NEW STEM PRD. CONC. FOUNDATION WALL PROP. ELEC/LIGHTING BASEMENT PLAN �9 03154T o NEW PRD. CONC. FOUNDATION WALL 1 - T�OF �E � E-111 TO REPLACE EXISTING CMU WALL E 111 SCALE: 1/4 - 1 chrl fret' #031547 i ELECTRICAL KEY ELECTRICAL NOTES _� revisions date existing situation 08-26-2021 , 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND r / 1 updated site plan(topog R-�- RECESSED FIXTURE raphy) 10 29 2021 EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL _ /� � schematic design stage 12-10-2021 REC'D FIXTUREMISC.ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND _schematic design stage 12-13-2021 u+ (LOW VOLTAGE) LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S / / �— design development stage R 02-10-2022 RL SPECIFICATIONS. ' --- , _design development stage 02-16-2022 ', REC'D FIXTURE f �- DEC submission (LOW VOLTAGE W/IPJTEGRAL TRANSFORMER) 2,ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION f /�- / _� 02-23-2022 WM T WALL MOUNT FIXTURE WI OUTLETS AND EQUIPMENT IS APPROXIMATE,EXACT ROUTING OF ! / , — WIRING,LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL �,/ � design development stage 06-23-2022 CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING -� I / �- _I �— —� TOS building permit submission 08-30-2022 variance application set 05-09-2023 P PENDANT FIXTURE MAINTENANCE AND INSPECTION SHALL BE READILY ACCESSIBLE. / / / / -� design development stage 11-09-2023 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S design development stage 12-15-2023 STT SURFACE MOUNT FIXTURE LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE j % / \9 bidding set 01-12-2023 BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. ,! -� permit set 04-23-2024 G L+ GROUND LIGHT 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTAL LL+ LANDSCAPE LIGHT ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP, FL+ FLOOD LIGHT UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE /--- �r LOCATION OF THE NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION, DN / -�� IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR / 10' 0 V LED STRIP LIGHT UNDERGROUND,THE COST OF SUCH ELECTRIC,TELEPHONE AND CABLE `\ O O Q v SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT 1 / / \10 \ C U U 0 i O 01, Qj O F � FLOOR LIGHT CONTRACT BETWEEN THE OWNER(S)AND THE RESPECTIVE UTILITIES,BUT / / y- `n 0 SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. LV � LOW VOLTAGE LIGHT 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. / / \ �° .v N RF RECESSED(FOOT LIGHT 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE ` ! / / - CL - \ v CL Z OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND -�j a O Q- RECEPTACLES. �_ 1 / C O • RW � RECESSED'WALL LIGHT 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. - \ V LO 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS FL � FLUORESCENT FIXTURE COPPER CONDUCTORS. / � % PATIO � �� U p � UC UNDER CABINET FIXTURE 9,APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONNECTORS. / 1 / L1 L1 / L1 `LINE F_BALCON ABV Ln Z CL CLOSET LIGHT(LED) 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO / / - T' \ 5� INSTALLATION OF INSULATION AND DRYWALL. 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. U L ® UPLIGHT FIXTURE 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER ' -4 SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE / / " �� 4 R4 -I Q�n SINGLE POLE SWITCH WATERPROOF GFI. / 1 ------------------"� L1 w 13.INSTALL RECEPTACLES AT 12"TO CENTER LINE ABOVE FINISHED FLOOR . $3 THREE WA`r'SWITCH UNLESS OTHERWISE NOTED. ' --- - L-- _ _��� �- I -- - 1 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP �(- - Ta (U� ®®®O 71 I %��IIIIIIiIiIiIIIIIiIIIiIIIIiIIII/ -❑1�0d 1 ����I�I I �� I R A /1 --*--� --J-/-� ,RFOUR WAY SWITCH UNLESS OTHERWISE NOTED ON PLANS. 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE P-WD -D}N ---------- -------- — 3RIIiI R-R-_M III❑I 1 orI q_a_ •� ��•�1 - = __=__IjII�IIiI •--- T�--_J 1II IIIItI ----- --�------- �IIIIIIIIII I�IiI(IIlIIIIIlIIIII III ! /I ~I /!- / ! i //I ,IItigI6 �ZQWPR SWITCH W/DIMMER RECEPTACLES BE SET AT ELEVATION 104MINIMUM, 16.INSTAL LIGHT SWITCHES AT 42'TO CENTER LINE ABOVE FINISHED FLOOR l - ------ OPO p S E D+ U_S-O UTUNMFO DOOR SWITCH UNLESS OTHERWISE NOTED. R R R1 O 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE Y2 SWITCH < NO SINGLE RECEPTACLE OUTLET ACTIVATED AND/:WITH CONTINUOUS ELECTRIC CURRENT. PROVIDE 4 1/2"SILL / / a) HO IJJ O OOBEDROOM1 4 a 19,ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTU LIVIN z O18.ALLCEILINGFANS,THAT00NOTCOMEEQUIPPEDWITHWALLCONTROLS L_ ____ ________ _______ ____ ___ __ KITCHEN DUPLEX RECEPTACLE OUTLET SHALL HAVE HUMCONTROLLED TYPE. ---- -------- ------- ---- --- -- -- O H- ' - E A S T EL E VA T I O-- N O � Vf- - >.. �olIwI d I O APPLIANCE OUTLET LIGHT APPLICATIONS. O o � 20.PROVIDE LIGHT FIXTURES AS SELECTED. R o 1 1 ' SCREEN RM NGFI� GROUND FAULT INTERRUPTER RECEIPT.OUTLET 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND co` INTERCONNECTED. WP� WATER PROOF DUPLEX RECEPTACLE OUTLET 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF m O ANY,SHALL BE PROPERLY LABELED, R 1Z Nr- ----- -- ---- ----- ---- --- -- 1 EPTACLE OUTLET WLED LIGHT 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH T I wEXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT z IF DISCREPANCY OCCURS FOR ADJUSTED LOCATION, I USB DUPLEX RECEPTACLE OULET W/USB PORTS I R 2LED DUPLEX REC R R1 ® FLOOR RECEPTACLE OUTLET LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMENATLY INSTALLED I> JQUAD RECEPTACLE OUTLET I IL R SITTING RM a a 4 L1L- r PROVIDE ELE Uj C_==__=_3 POWER STRIP ow AS REQUIRED OV O EUIMENTMtj P co CEILING FAN R 1 W m R 2 --- ------SINGLE PHONE/INTERNET JACK 3 QJJ O V2 DOUBLE PHONE JACK L------- ------ ------- --- --- _I— I -------- RF2 RF2 r----- CABLE TV JACK L----jL----JL---- ----TVa ® DINING RN_ Q®OO@ COMMUNICATION BUNDLE I oR OUTDOOR ROUTER(WiFi) R3 3 ------ I A SAUN ----------�----CEILING RECESSED SPEAKER ---- --------------- --- v1 r-___—_ 3 CEILING MOUNT SPEAKER T-7R R1 R z F iU C LED_TRIP WM3 WALL SPEAKER BATHROOM 1 -----. WASHER I DRYER ® SMOKE DETECTOR W/BATTERY BACKUP F _7LAUNDRY ------------CARBON MONOXIDE DETECTOR FOYER W/BATTERY BACKUP I L1 HOSE BIB '--'-- R ELEC. dob # SREQUIRED IC BUZZER/INTERCOM PRE SAUNA3 � o R 2 � I WM3TIMER Jno m 4 4 4 DN 3 I AC 0 BATHROOM FAN CONDENSER LEDGE � WINDOWMOTOR 10 i----i® LINEN BENCH TRANSFORMER R 3- _ ------- FIR R R 4 4 STOAAGE1 STORAGE 2 property address -- 4 — ---------- - J GARAGE DOOR OPERATORBEDROOM 2 BEDROOM 3 I AC 685 Bungalow Lane, sh IPORCH Mattltuck, Town of SouthholdA DRIVER DN BATHROOM 2 New York, 11952 DOOR ALARM W GARBAGE DISPOSAL -- - ------ -------- R S15CAT 5 JACK w drawing listLU CAT 6 JACK o SI W __ - - A001 PROPOSED SITE PLAN N L� L1 STAT DATA B ETHERNET IBOX 0' z NOTESZW - WM3 CONDMNSER A002 PLUMBING RISER DIAGRAM _4 PROVIDE ELEC. CONDENSER GAS RISER DIAGRAMAS REQUIRED WINDOW SCHEDULE R DOOR SCHEDULE L--- ---------a---- - -------- A101 FOUNDATION DEMOLITION PLAN A102 FIRST FLOOR DEMOLITION PLAN A111 PROPOSED FOUNDATION PLAN I A11 PROPOSED FIRST FLOOR PLAN ---- ------ A113 PROPOSED SECOND FLOOR PLANPAVERS rLL L1 I DO A114 PROPOSED ROOF PLAN A201 PROPOSED SOUTH-WEST ELEVATION 3 PROPOSED NORTH-EAST ELEVATION W0� Woo- WIYW L ow g> gow gw A202 PROPOSED NORTH-WEST ELEVATIONRF1 o oaz O 5; 5 1 . a mDN I I A301 PROPOSED TRANSVERSE SECTION 1 PROPOSED LONGITUDINAL SECTION § ❑❑U F] � DN A302 PROPOSED TRANSVERSE SECTION s NEW S•TO" R ET.WALL I 1R 0 `3zo S11�1 c sWALL ODSEETAD IFL SECTION ECTIONO -RTYPICAL WW E111 PROPOSED BASEMENT ELEC/LIGNH GT IPNLGA PLAN AN 12 _ E112 PROPOSED FIRST FLOOR ELECILIGHTING PLA N o E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLA N ------------�----- --— S102 STRUCTURAL DETAILS S101 STRUCTURAL DETAILS S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY EXISTING STUD WALL NEW STUD WALL op HER > ate: 4/23 /2 024 % � roject: 685 BLEXISTING MASONRY WALL n by:e.d. +EXISTING FOUNDATION WALL 13 NEW PRD. CONC. FOUNDATION WALL----- ------ ' N Ing NEW STEM PRD. CONC. FOUNDATION WALL PROP. ELECILIGHTING FIRST FL PLAN �9r 031541 �o NEW PRD. CONC. FOUNDATION WALL 1 OF ��s� -112 TO REPLACE EXISTING CMU WALL E 112 SCALE: 1/4" = 1' chrl fret' #031547 ELECTRICAL KEY ELECTRICAL NOTES revisions date existing situation 08-26-2021 L R-HH- RECESSED FIXTURE 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND updated site plan(topography) 10-29-2021 r EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL schematic design stage 12 10-2021 REC'D FIXTURE MISC.ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND _schematic design stage 12-13-2021 'lv (LOW VOLTAGE) LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S design development stage 02-10 2022 ' l+ REC'D FIXTURE SPECIFICATIONS. design development stage 02-16-2022 (LOW VOLTAGE W/INTEGRAL TRANSFORMER) 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION DEC submission 02-23-2022 OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF design development stage 06-23-2022 WM- - WALL MOUNT'FIXTURE WIRING,LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL TOS building permit submission 08-30-2022 P+ PENDANT FIXTURE CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING variance application set 05-09-2023 MAINTENANCE AND INSPECTION SHALL BE READILY ACCESSIBLE. design development stage 11-09-2023 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S design development stage 12-15-2023 S SURFACE MOUNT FIXTURE LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE bidding set 01-12-2023 GL+ GROUND LIGHTBEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. _permit set 04-23-2024 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY LL- - LANDSCAPE LIGHT COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTAL ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP, UNDERGROUND ELECTRICAL MAIN,CONTRACTOR SHALL VERIFY THE FL+ FLOOD LIGHT' LOCATION OF THE NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION, j Lo IF REQUIRED,IN THE EVENT THAT THE SERVICE IS TO OCCUR 0 v 0 0 co BOB LED STRIP LIGHT UNDERGROUND,THE COST OF SUCH ELECTRIC,TELEPHONE AND CABLE -0 Ln 0 0 SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT 00 01 a) Q) o F � FLOOR LIGHT' CONTRACT BETWEEN THE OWNER(S)AND THE RESPECTIVE UTILITIES,BUT `O * Q SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. E� .�?y N LV � LOW VOLTAGE LIGHT 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK, p N 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE CL RF � RECESSED FOOT LIGHT OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND T3 O CL z RECEPTACLES. N 0 • RW � RECESSED WALL LIGHT 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. C) c LLO r" 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS FL � FLUORESCENT FIXTURE COPPER CONDUCTORS. �. NCO 0 O � 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER Ln a UC � UNDER CABINET FIXTURE CONNECTORS. 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO Z CL 17z� CLOSET LIGHT(LED) INSTALLATION OF INSULATION AND DRYWALL. 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. U L ® UPLIGHT FIXTURE 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE DECK SINGLE POLE:SWITCH WATERPROOF GFI. 3 13.INSTALL RECEPTACLES AT 12"TO CENTER LINE ABOVE FINISHED FLOOR THREE WAY SWITCH UNLESS OTHERWISE NOTED. O U 14,INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP --- —————————— FOUR WAY SWITCH UNLESS OTHERWISE NOTED ON PLANS. 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE O i i I I I =_ _ I _____ I W O SWITCH W/DIMMER RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM, 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR I I I I I 1 O _ t I O 0 DOOR SWITCH UNLESS OTHERWISE NOTED. ___ __ ___ __ ___ ___ __ ___ 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE Y2 SWITCH I I O� N SINGLE RECEPTACLE OUTLET ACTIVATED AND%WITH CONTINUOUS ELECTRIC CURRENT. I I I I I II II III III I III w COLLAR TIESABV 1 — a o R 2 r JM DUPLEX RECEPTACLE OUTLET SHALL HAVE HUM-CONTROLLED TYPE. 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE I O018.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS, >, APPLIANCE OUTLET LIGHT APPLICATIONS. O l 1 ) 20.PROVIDE LIGHT FIXTURES AS SELECTED. I I I I I I I I I o I O LO CCi I I I I I I I I I a GFI� GROUND FAULT INTERRUPTER RECEPT.OUTLET 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND I I I I I I I -- MSTR BEDRM == I � C>` CV INTERCONNECTED, II II II II I I m - O WP WATER PROOF DUPLEX RECEPTACLE OUTLET 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF 1 I I I I I 1 I I I Ln >- O [ ,� ANY,SHALL BE PROPERLY LABELED. I I I I I f I I I I QO Z LED#�= DUPLEX RECEPTACLE OUTLET WILED LIGHT 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH I I I I I I I I I I I `O _�z EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT I I I I I I I I I ____ ________ ��+IB DUPLEX RECEPTACLE OULET W/USB PORTS IF DISCREPANCY OCCURS FOR ADJUSTED LOCATION. I I I I I I I I I R I 2 I U`�B I I I I I I I I KING SIZE BED I 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMENATLY INSTALLED I I I I I I I I N ® FLOOR RECEPTACLE OUTLET LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. I II II II II I —— QUAD RECEPTACLE OUTLET II II II tl ( I / 1=====___3 POWER STRIP CEILING FAN I I i i l i I I I " COLLAR TIES I I I I I I I I I R A==== _ --__� J I �� V SINGLE PHONEANTERNET JACK I I I I I I i t I I I 2 42"KNEE WA DOUBLE PHONE JACK It I I I I I I I I I I I I I TO SWITCH BLW m I QN CABLE TV JACK II II II II I N RF2 I O la — I 000- COMMUNICATION BUNDLE I I I I I I I vvMz vvMz OUTDOOR ROUTER(WiFi) I I I I I I I I ® I V• 11 II ii ii I = ® CEILING RECESSED SPEAKER I I 1 1 I I I I I a 3 3 3 I • •+� CEILING MOUNT SPEAKER L_ __ _ _ III 11 I f Bin n 1 I I I I I I I I I I l q 111 " , II II II I I I I I I I I __ - 1 Ill Ae IAA I— II II II _ _ 1 I11_ IA 111 I— I I WALL SPEAKER I i III III I f I tT TI 111 I I lip I I 11 II 11 II III III If 11+ 11 111 ++ Iltl I I II II I I I I I WALK-IN ® SMOKE DETECTOR W/BATTERY BACKUP '�-- - I II II Au® CARBON M014OXIDE DETECTOR R I R I I I W/BATTERY 13ACKUP HOSE BIB V I I I l I I I I I dob # II II II II IC BUZZER/INTERCOM 11 I I I I I I 1 1 I I I I _1 t 1 1 1 1 1 1 -A I A -I A I I I I A 11 A- 1 ( p l l 9 1 1 1 1 I l fl I fl fl l fl_ 1 1 I I I I I PROVIDE ELEC. p1T III II Ilfl IpYlfl IN Y11 T TIMER I I I III +1 it III to III 1 1 III I I ( AS REQUIRED FOR ELEC.FLOOR I I I I I I I I II II II II HEATING AT MASTER a BATHROOM FAN I I I I I I I I --- -- --- -- --- --- -- --- -- --- 1I I — , F+ .. � BATHROOM(200 SF) 2 LLJ I I I WINDOW MOTOR I I I I I I MR] TRANSFORMER r I � �� I I �' � property address GARAGE DOOR OPERATOR ; i ; i i i ; i I I � z I I ; ; 685 Bungalow Lane, DRIVER I I I I I I i i I I I z p� I I I Mattituck, Town of Southhold II I I FDA DOOR ALARM New York, 11952 i 1 GARBAGE DISPOSAL ® COLLAR TIES A= I I I I I I I I I I I ml ( I I a CAT 5JACK IIII I II R MSTR B)-ATHRM 2 I I drawing list -- --- --- CL © CAT6JACK -- --- - __ _ _ STAT DATA EB ETHERNET BOX I I I I A001 PROPOSED SITE PLAN I I I I I I I I I I I I I 2 I I NOTES I I I I I I I I I I I ® I I I I A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM I I I I I I I I I I Fi 1 WINDOW SCHEDULE DOOR SCHEDULE II II II II I II II 11 II I I I I I I ----- ------ I I I I I I I I I L_________________ __ _J I A101 FOUNDATION DEMOLITION PLAN O I I I I O o l l I I O j l I j A102 FIRST FLOOR DEMOLITION PLAN --------------- ---------------J L--------------------------------J A111 PROPOSED FOUNDATION PLAN j I j Al 12 PROPOSED FIRST FLOOR PLAN A113 PROPOSED SECOND FLOOR PLAN 1 I I I A114 PROPOSED ROOF PLAN I I 1 i A201 PROPOSED SOUTH-WEST ELEVATION PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION I I I I I I A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL I I I I o l l I I O E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN L---------------------------- -------------------------- E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY EXISTING STUD WALL NEW STUD WALL \�����pP'I�ER�F�� date: 4/23/2024 �s F,L roject: 685 BL EXISTING MASONRY WALL n by:e.d. EXISTING FOUNDATION WALL kd by:c,j, NEW PRD. CONC. FOUNDATION WALL N ng NEW STEM PRD. CONC. FOUNDATION WALL PROP. ELEC/LIGHTING SECOND FL PLAN �9 031�' o ELEC T� A NEW PRD. CONC. FOUNDATION WALL � OF �E �'113 TO REPLACE EXISTING CMU WALL E-113 SCALE: 1/411 = 11 chrl fret' #031547 revisions date existing situation 08-26-2021 S �' _updated site plan(topography) 10-29-2021 �0 PROVIDE SIMPSON LSTA30 schematic design stage 12 10 2021 RIDGE STRAPS AT EVERY schematic design stage 12-13-2021 ROOF RAFTER, TYP. design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02 23-2022 design development stage 06-23-2022 � SIMPSON CS16Z TOS building permit submission 08 30 2022 variance application set 05-09-2023 — OR EQUAL PLATE UPLIFT STRAP, design development stage 11-09-2023 WOOD ROOF SHEATHING TYP.ACROSS HORIZ. SPAN design development stage 12-15-2023 PANELS NAILED PER (2) 2 x HEADER, TYP. SIMPSON CS16Z bidding set 01-12-2023 NAILING SCHEDULE OR EQUAL PLATE UPLIFT STRAP, permit set 04-23 2024 JACK STUD, TYP. TYP,AT EACH FULL HEIGHT STUD >.COEE v 0 -q o o co Q U U tt O o` 0 0 �— LO i Q C3 %0 Q0 . f O Q Z O . C LO Z U C `0 Co U M '0 N > O N Q) Z C SILL JACK STUD,TYP. JACK STUD,TYP. NOTE: w FOR TYPICAL OUTLOOKERS SEE 3/S-101 U DOUBLE WINDOW 7 SILL PLATE,TYP. Z LU 0 5 o 0 O" V) 0 0 SI JACK STUD, TYP. WLL c 0 o oo I w o (� z � `� �.. TYPICAL RIDGE STRAPPING DETAIL Z N S-101 SCALE: 3/4" = V-0" SIMPSON CS16Z z 00 z o yr.■ F� OR EQUAL STRAP TO FOUNDATION Q 10 _Sz OR TO FLOOR BLW. 4 U RAFTERS @ 16"O.C. TYP,AT EACH FULL HEIGHT STUD ,_ U SUBFLOOR Q UJ ^�1 GENERAL NAILING SCHEDULE- PER 2020 RESIDENTIAL CODE OF NYS AS SPECIFIED,TYP ry ( t ) NUMBER OF NUMBER OF NAIL �,— DESCRIPTION OF BLDNG ELEMENT COMMON NAILS BOX NAILS SPACING BOTTOM PLATE,TYP. ROOF FRAMING R602.3(1) 4x8 NOM. ROOF D. BLOCKING TO TOP PLATE,TOE-NAILED 3-8d 4-8d each end SHEATHING, TYP. CEILING JOIST TO TOP PLATE,TOE-NAILED 3-8d 4-8d per joist CEILING JOIST LAPS OVER PARTITIONS,FACE-NAILED 3-16d 4-10d each lap ' CEILING JOIST TO PARALLEL RAFTER,FACE NAILED See Table R802.5.2 each lap COLLAR TO TIE RAFTER,FACE-NAILED 3-10d 4-10d per rafter RAFTER TO PLATE,TOE-NAILED 3-10d 3-16d per rafter,2 on one side,1 on opposite RAFTER TO RIDGE,TOE-NAILED 3-10d 4-16d per rafter .�.,.. RAFTER TO RIDGE,END-NAILED 2-10d 3-16d per rafter RIM/BAND JOIST TO RAFTER,TOE-NAILED 8d 10d per rafter WALL FRAMING R602.3(1) RIM BOARD STUD TO STUD(not at braced wall panels),FACE-NAILED 16d 10d 24"o.c.common,16"o.c.box AS SPECIFIED, TYP STUD TO STUD&ABTNG STUDS AT WALL CRNRS (at braced wall panels),F-N 16d 16d 16"o.c.common,12"o.c.box NAILS PER BUILT-UP HEADER(2"to 2"hdr w/1/2"spacer),FACE-NAILED 16d 16d 16"o.c.common,12"o.c.box SCHEDULE CONT.HEADER TO STUD,TOE-NAILED 4-8d 5-8d TOP PLATE TO TOP PLATE,FACE-NAILED 16d 10d 16"o.c.common,12"o.c.box DOUBLE TOP PLATE SPLICE,FACE-NAILED 8-16d 12-16d each side(min 24"lap splice length,each side) DOUBLE TOP PLATE,TYP BOTTOM PLATE TO JOIST,RIM JOIST OR BLCKNG(not at braced wall panels),F-N 16d 16d 16"o.c.common,12"o.c.box d o b # BOTTOM PLATE TO JOIST,RIM JOIST OR BLCKNG(at braced wall panels),F-IN 2-16d 3-16d 2 each 16"o.c.common,3 each 12"o.c.box 6 WALL OPENING DETAIL TYPICAL TOP OR BOTTOM PLATE TO STUD,TOE-NAILED 4-8d 4-8d each stud TOP OR BOTTOM PLATE TO STUD,END-NAILED 2-16d 3-16d each stud S 101 SCALE: 3/4" = V-0" TOP PLATES,LAPS AT CORNERS&INTERSECTIONS,FACE-NAILED 2-16d 3-10d each stud 1"BRACE TO EACH STUD AND PLATE,FACE-NAILED 2-8d 3-8d each stud 1"x 6"SHEATHING TO EACH BEARING,FACE-NAILED 2-8d 3-8d each bearing 1"x 8"SHEATHING TO EACH BEARING,FACE-NAILED 3-8d 3-8d each bearing WIDER SHEATHING TO EACH BEARING,FACE-NAILED 3-8d 4-8d each bearing 2 TYPICAL SUBFLOOR SHEATHING DETAIL FLOOR FRAMING R6023(1) S-101 SCALE: 3/4" = V-0" property address JOIST TO SILL,TOP PLATE OR GIRDER,TOE-NAILED 3-8d 4-8d per joist RIM/BAND JOIST OR BLCKNG TO SILL OR TOP PLATE,TOE-NAILED 8d 10d per joist 1"x 6"SUBFLOOR OR LESS TO EACH JOIST,FACE-NAILED 2-8d 3-8d each joist _ 685 Bungalow Lane, BAND OR RIM JOIST TO JOIST,END-NAILED 3-16d 4-10d each joist STUD WALL Mattituck, Town of Southhold LEDGER STRIP SUPPORTING JOISTS OR RAFTERS,FACE-NAILED 2-8d 3-8d each joist New York, 11952 BRIDGING OR BLOCKING TO JOIST,TOE-NAILED 2-8d 2-10d each end BLOCKING BETWEEN SILL PLATE SUBFLOOR,ROOF AND INTERIOR NJALL SHEATHING R602.3(1) EACH OUTLOOKER, TYP. WOOD STRUCTURAL PANELS 3/8" -1/2"(at subfloor,wall) 6d 6"o.c.@ edges/12"o.c.field ROOF SHEATHING WOOD STRUCTURAL PANELS 318" -1/2"(at roof) 8d 6"o.c.@ edges/12"o.c.field W/4"O.C. NAIL SPACING drawinglist WOOD STRUCTURAL PANELS 19/32"-1"(at subfloor,wall,roof) 8d 6"o.c.@ edges/12"o.c.field ROOF SHEATHING FIBERBOARD PANELS 1/2" 1 1/2"galv.roof nail,7/16"head 0 3"o.c.@ edges/6"o.c.field W/4" O.C. NAIL SPACING TOP OF FIBERBOARD PANELS 25/32" 1 3/4"galv.roof nail,7/16"head 0 3"o.c.@ edges/6"o.c.field SUBFLOOR A001 PROPOSED SITE PLAN GYPSUM PANELS 1/2' 1 1/2"galv.roof nail;staple galv,1 1/2"long; 7"o.c.@ edges/7"o.c.field STAT DATA 1 1/4"screws,type W or S 7"o.c.@ edges/7"o.c.field NOTES GYPSUM PANELS 5/8" 1 3/4"galy.roof nail;staple galv,1 5/8"long; 7"o.c.@ edges/7"o.c.field 2x4 MIN. OUTLOOKER A002 PLUMBING RISER DIAGRAM 1 5/8"screws,type W or S 7"o.c.@ edges/7"o.c.field GAS RISER DIAGRAM TOP WINDOW SCHEDULE EXTERIOR WALL SHEATHING R602.3(3) UPLIFT CONNECTOR FOR: PLATE DOOR SCHEDULE WOOD STRUCTURAL PANELS 3/8"MIN(studs spaced up to 16"o.c) 6d 6"o.c.@ edges/12"o.c.field WOOD STRUCTURAL PANELS 7116 MIN(studs spaced up to 24"o.(.) 8d 6"o.c.@ edges/12"o.c.field ZONE B-MIN 412 LBS EACH EXTERIOR SHEATHING, WOOD STUD FRAMING A101 FOUNDATION DEMOLITION PLAN FLOOR FRAMING—WOOD STRUCTURAL PANELS ZONE C-MIN 634 LBS EACH DBL TOP PLATE TYP AS SPECIFIED, TYP A102 FIRST FLOOR DEMOLITION PLAN RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"edge/4"field A111 PROPOSED FOUNDATION PLAN RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"edge/4"field GABLE END WALL EXTERIOR SHEATHING Al 12 PROPOSED FIRST FLOOR PLAN GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"edge/6"field Al13 PROPOSED SECOND FLOOR PLAN w/o GABLE OVERHANG SILL PLATE AS SUBFLOOR Al14 PROPOSED ROOF PLAN GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"edge 16'field SPECIFIED, TYP AS SPECIFIED,TYP A201 PROPOSED SOUTH-WEST ELEVATION wl STRUCTURAL OUTLOOKEI�S +.. PROPOSED NORTH-EAST ELEVATION GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 4"edge l4"field 3 TYP. OUTLOOKERS SECTION DETAIL 4 TYP. WALL, ROOF, SUBFLR. SHEATHING SECTION DET. w/LOOKOUT BLOCKS S-101 �� — �� „ _ 1, „ \` A202 PROPOSED NORTH-WEST ELEVATION SCALE: 3/4 - 1 -0 S 101 SCALE: 3/4 - -0 FOUNDATION WALL BOTTOM PLATE,TYP PROPOSED SOUTH-EAST ELEVATION NOTES: SIMPSON HOLD DOWNS AT ALL 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED @ 6"O.C.AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO SHEAR WALL END POSTS ✓t' ~ A301 PROPOSED TRANSVERSE SECTION ': PROPOSED LONGITUDINAL SECTION OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR SEE SCHEDULE PLATES,SHALL BE USED TO MAINTAIN LOAD PATH. A302 PROPOSED TRANSVERSE SECTION UPPER TOP PLATE LAPS SIMPSON LTP4Z '';. :o� WALL DETAIL SECTION-TYPICAL 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d @ 16"O.C. W/10d NAILS CONTINUOUS LOWER TOP PLATE, �� E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN NAIL PER FOOT. TYP SIMPSON CS16Z A E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN CUT TO 32" (20) 10d FASTENERS El13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN GALVANIZED STRAP FROM STUD TO PLATE AND THEN TO RIM JOIST,TYP. 32"O.C. MIN, FLOOR JOISTS/I-JOISTS S101 STRUCTURAL DETAILS AT ALL JACK/KING STUD LOCATIONS s1o2 STRUCTURAL DETAILS ROOF SHEATHING NAIL. RQRMNTS HEADER FOR EXT. LOAD BRNG. WALLS FASTENERS MUST EXTEND THROUGH AS SPECIFIED,TYP s,,, PROPOSED FIRST FLOOR FRAMING PLAN '' `• S112 PROPOSED SECOND FLOOR FRAMING PLAN ENTIRE STARPAS PER SIMPSON FASTENER ' " '' S113 PROPOSED ATTIC FRAMING PLAN ATTACH 1/2"EXTERIOR GRADE SHEATHING TO ROOFL FRAMING WITH 8d NAILS @MIN. [RESISTING WIND LOADS EXPOSURE C,PER TABLE A-3.23A(WFCM)] v END WALL SCHEDULE PROPOSED ROOF FRAMING PLAN 6"O.C,ON ALL BUTT JOINTS AND IN THE FIELD.WITHIN 4'OF ROOF EDGE OR RIDGE P.T. SILL ..; SPACE 8d AT 4"O.C.WITHIN 5"OF GABLE USE 8d RING SHANK NAILS AT 6 O.C.USE 8d SIZE SPAN FULL HEIGHT STUDS SIMPSON HOLD DOWNS AT PROVIDE SILL SEALER& y�'::.: ; :::,...; RIM BOARD RING SHANK NAILS AT 4"O.C.AT GA13LE END WALL OR GABLE TRUSS AS PER R602.3(1). AT EACH END ALL SHEAR WALL END POSTS / CORNER STUD CONNECTED INSECT SHIELD, TYP. `: :'' AS SPECIFIED,TYP TO TRANSFER SHEAR 2 2"x4" 4'-5" 2 SEE SCHEDULE r ,y W/(2)-16d COMMON NAILS HE 2-2"x6" 5'-8%" 2 / •�' �5 stop• R�FA,c �' date: 4/23/2024 @ 6"O.C. SIB ANCHOR BOLT Q` 9 2-2^xs^ 5'-10" 2 ..� � ro'ect: 685 BL 2-2"x10" 6'-5 Y2' 3 BY SIMPSON STRONG TIE WALL SHEATHING NAIL RQRMNTS 2-2"x12" 6'-9 Y2" 3 OR APPROVED EQUAL n by e.d. J'. '�,' i.i.i 3-2"x8" T-1%" 3 kd by:c.j. 3-2"x10" 7'-11" 3 ATTACH 112"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 6d NAILS @ MIN. 3-2"x12" 8'-3 Y2' 3 n9 6"O,C.WHEN BASIC WIND SPEED IS GREATER THAN 100mph,NAILS FOR ATTACHING 4-2"x8" 8'-3" 3 FPANEL ORMIR.00FSHE 48" ATHI GRO TO INTERRIDG�EDIAVESANDGAB E ATE SUPPORTS SHALLEND BE SPACED 4TO.C.TO 1 4-2"x10" 91- 3 5 TYP. WALL INTERSECTION/TOP PLATE DETAIL g TYP. CORNER HOLDOWN DETAIL 7 STRAPPING DETAIL TYPICAL EXTERIOR WALL °3'�� �o 4-2"x12" 9'6" 3 n _ i n n — n n _ i " F 1��� S-101 GABLE END WALL FRAMIND AS PER R602.3(1). S-101 SCALE: 3/4 = 1 -0 S 101 SCALE: 3/4 - 1 -0 s-1 o1 SCALE: 3/4 - 1 -0 chrl trey #031547 SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN SEE PLAN SEE PLAN revisions date ANCHORAGE OF P.T.SILL q FOR STEEL FOR STEEL existing situation 08-26-2021 MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT.AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS PLATE SIZE PLATE SIZE updated site plan(topography) 10-29-2021 HAUNCH SLAB EDGES TO VERT. ANCHOR schematic design stage 12-10 2021 THICKNESS BOTH SIDES OF WALL SHEATHING TO LVL MODEL FNDTN/WALL SOLID WOOD POS schematic design stage 12-13 2021 STUDS TO HORIZ. BLOCKING/LVL BELOW EMBEDUIENT SIZE(MIN) 2x BLOCKING DEPTH(MIN) STEEL PLATE STEEL PLATE design development stage 02-10-2022 REFER TO 1/2"0 x 12"LONG ANCHOR BOLTS (14)SDS 1/4 x 2 1/2 TO BE FLUSH TO BE FLUSH design development stage 02-16-2022 SW-1 FRAMING PLAN 1/2 N @ 4'-0"O.C. 10d @ 6"O.C. 16d @ 6"O.C. HDU2-SDS2.5 SB 5/8 x 24 SB 5/8x 24 (2)-2x WITH WOOD WITH WOOD DEC submission 02-23-2022 1/2"0 x 12"LONG ANCHOR BOLTS 14 SDS 1/4 x 2 1/2 FRAMING FRAMING design development stage 06-23-2022 SW-2 REFER TO 1/2" N 10d @ 4"O.C. 16d @ 4"O.C. HDU5-SDS2.5 SB 5/8 x 24 SB 5/8x 24 ( ) TOS building permit submission 08-30-2022 FRAMING PLAN @ 4'-0' O.C. (2)-2x —— —— variance application set 05-09-2023 REFER TO 1/2"0 x 12"LONG ANCHOR BOLTS (14)SDS 1/4 x 2 1/2 design development stage 11-09-2023 SW-3 FRAMING PLAN 1/2 N @ 4'-0"O.C. 10d @ 4"O.C. 16d @ 4"O.C. HDU8-SDS2.5 SB 7/8 x 24 SB 7/8x 24 (3)-2x A design development stage 12-15-2023 bidding set 01-12-2023 (2) ROWS OF 5/8"0 BOLTS NOTES: permit set 04-23-2024 r o SHEAR WALL SCHEDULE SHWRS STAGGERED AT 16"O.C. 1- USE 1 3/4"x LVL AS PER PLANS. S-102 SCALE: N.T.S. W/(4) BOLTS @ SUPPORTS TYP. 2-COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 3-WHERE CONCENTRATED LOAD EXISTS"P"AND BEAR ON FLITCH BEAM, LOCATE 3 5/8"0 BOLTS STAGGERED AS SHOWN. o o ROOF BEAM O � � U v � SEE PLANS FOR SIZE AND LOCATION c: �, o CONNECT ROOF BEAM TO5 FLITCH PLATE DETAIL TYPICAL < 4 TOP OF POST W/2-SIMPSON WOOD POST S 102 SCALE. 3/4 - 1 -0 p MTS16 TWIST STRAPS, SEE PLANS FOR SIZE so 0- Z ALTERNATE SIDES OF PO' AND LOCATION t` o 0 q � � 0 U M %0 ° NNECT OF POST TO CO POST STUOD BLOCKING c Z 2 1/2"0 A307 THRU-BOLT W/WASHERS BELOW W/CS16 SIMPSON COIL STRAP MULTIPLE MEMBERS SEE PLAN FOR SIZE AND QUANTITY w CONNECT CRIPPLE l O BLOCKING TO CONNECT TOP OF ROOF RAFTER AND ROOF r 1 SHEATHING. SEE PLAN FOR q 1/2"0 A307 THRU-BOLT `,J HEADER WITH SIMPSON MATCH WOOD RAFTERS ON OPPOSITE W/WASHERS @ 16"O.C. MTS30 TWIST STRAP POST ABOVE SIDE OF RIDGE W/SIMPSON SIZE AND THICKNESS W/(2) @ EACH END Z _0 LSTA30 STRAP RESPECTIVELY. SEE ARCH. DRAWINGS FOR PITCH 6 MULTI-MEMBER CONNECTION DETAIL w o RIDGE BEAM. S 102 SCALE: 3/4" = 1'-0" ° o SEE PLAN FOR SIZE () a o W c: ° o >, mid SIMPSON STRONGTIE IUS SIMPSON STRONGTIE IUS ° F_ o FACEMOUNT HANGER FOR FACEMOUNT HANGER FOR w LVL GIRDER APPLICATION TJI APPLICATION Z 0, 04 CONNECT HEADER/BEAM 2x BLOCKING — co oo 4— TO POST/JACK AND KING BETWEEN RAFTERS Z CO Z o STUD W/SIMPSON STRONG TIE HH HEADER HANGER CONNECT RAFTERS �_- 4-- TO TOP OF WALL W/SIMPSON H2.5A STRAPS O N SEE PLAN FOR GIRDER SIZE 7 TYP. FLUSH GIRDER DETAIL @ LVL/TJIs s-102 SCALE: 3/4" = 1'-0" WALL SHEATHING SEE PLANS FOR HE ADER SIZE AND LOCATION 0 —f-- TYPICAL ROOF BEAM/POST DETAIL 2 TYPICAL ROOF STRAPPING DETAIL — ') s 102 SCALE. 3/4 - 1 -0 s-102 SCALE. 3/4 - 1 -0 w ° a a FOUNDATION WALL w #5 BAR CONTINUOUS OR SHEAR WALL FOUNDATION WALL do° SB ANCHOR BOLT BY _ WALL SHEATHING PANEL WALL SHEATHING PANEL 3 OR SHEAR WALL SIMPSON STRONG TIE SEE SCHEDULE SEE SCHEDULE as Q OR APPROVED EQUAL W W CON'T. TIMBERSTRAND TO SHEATHING PANEL EDGE CONT.TIMBERSTRAND TO SHEATHING PANEL EDGE SB ANCHOR BOLT BY MATCH FLOOR JOIST DEPTH N NAILING PER PATTERN"A" MATCH FLOOR JOIST DEPTH NAILING PER PATTERN "A" SIMPSON STRONG TIE dob # ON SCHEDULE ON SCHEDULE a a OR APPROVED EQUAL ® a a a a SIMPSON A34 SIMPSON A34 FRAMING ANGLE FRAMING ANGLE SB ANCHOR BOLT AT FOUNDATION WALL NAIL BOTTOM AND NAIL BOTTOM AND S 102 SCALE: 3/4" = 1'-0" property address SHEATHING TO BLOCKING SEE PLAN FOR JOIST SHEATHING TO BLOCKING SEE PLAN FOR JOIST PER NAILING PATTERN"B" SIZE AND SPACING PER NAILING PATTERN"B" SIZE AND SPACING 685 Bungalow Lane, SEE SCHEDULE SEE SCHEDULE Mattituck, Town of Southhold SHEATHING PANEL EDGE SHEATHING PANEL EDGE SIMPSON HOLD DOWNS AT New York, 11952 SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POSTS ANCHOR HOLD DOWN TO NAILING PER PATTERN"A" NAILING PER PATTERN"A" ALL SHEAR WALL END POSTS SEE SCHEDULE THE TOP FLANGE OF STEEL ON SCHEDULE ON SCHEDULE SEE SCHEDULE BEAM W/THREADEID ROD SHEAR WALL END POST SHEAR WALL END POST drawing list SEE SCHEDULE SHEAR WALL END POST SHEAR WALL END POST SEE SCHEDULE A001 PROPOSED SITE PLAN SEE SCHEDULE SEE SCHEDULE STAT DATA NOTES SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT i' Aoo2 PLUMBING RISER DIAGRAM ° 2x BOT.AND FLOOR SHEATHING. ° 2x BOT.AND FLOOR SHEATHING. THREADED ROD ALL SHEAR WALL END POSTS ALL SHEAR WALL END POSTS GAS RISER DIAGRAM SEE SCHEDULE NAIL AND SHEATHING TO LVL SEE SCHEDULE NAIL AND SHEATHING TO LVL CONNECTING HOLD DOWNS WINDOW SCHEDULE BLOCKING PER NAILING BLOCKING PER NAILING THROUGH FLOOR DOOR SCHEDULE (2)-2x TOP a PATTERN "B" ON SCHEDULE (2)-2x TOP B PATTERN "B"ON SCHEDULE SEE SCHEDULE A101 FOUNDATION DEMOLITION PLAN A102 FIRST FLOOR DEMOLITION PLAN LVL BLOCKING SOLID LVL BLOCKING LVL BLOCKING SOLID LVL BLOCKING SIMPSON HOLD DOWNS AT BETWEEN I-JOISTS BETWEEN I-JOISTS A111 PROPOSED FOUNDATION PLAN ALL SHEAR WALL END POSTS STEEL BEAM. SEE PLAN A112 PROPOSED FIRST FLOOR PLAN SEE SCHEDULE A113 PROPOSED SECOND FLOOR PLAN THREADED ROD CONNECTING I THREADED ROD CONNECTING I ° A114 PROPOSED ROOF PLAN HOLD DOWNS THROUGH FLOOR II HOLD DOWNS THROUGH FLOOR II A201 PROPOSED SOUTH-WEST ELEVATION SEE SCHEDULE SIMPSON A34 FRAMING ANCHOR. SEE SCHEDULE PROPOSED NORTH-EAST ELEVATION SIMPSON A34 FRAMING ANCHOR. A PROVIDE (2)-ANCHORS PER LVL e PROVIDE (2)-ANCHORS PER LVL A202 PROPOSED NORTH-WEST ELEVATION SIMPSON HOLD DOWNS AT BLOCKING SIMPSON HOLD DOWNS AT BLOCKING PROPOSED SOUTH-EAST ELEVATION ALL SHEAR WALL END POSTS ALL SHEAR WALL END POSTS A301 PROPOSED TRANSVERSE SECTION SEE SCHEDULE F SEE SCHEDULE ° PROPOSED LONGITUDINAL SECTION SIMPSON HOLD DOWNS AT A302 PROPOSED TRANSVERSE SECTION 2x BLOCKING, TYP. 2x BLOCKING, TYP. WALL DETAIL SECTION-TYPICAL AT ALL PANEL. EDGES SHEATHING PANEL EDGE AT ALL PANEL EDGES SHEATHING PANEL EDGE ALL SHEAR WALL END POSTS ANCHOR HOLD DOWN WITH SIMPSON HOLD DOWNS AT NAILING PER PATTERN"A" NAILING PER PATTERN"A" SEE SCHEDULE ° THREADED ROD THROUGH ALL SHEAR WALL END POSTS ° E111 PROPOSED BASEMENT ELECILIGHTING PLAN ON SCHEDULE ON SCHEDULE MIDDLE PLY OF LVL BEAM SEE SCHEDULE E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN SHEAR WALL END POST SHEAR WALL END POST SHEAR WALL END POST E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEE SCHEDULE WALL SHEATHING PANEL SEE SCHEDULE WALL SHEATHING PANEL SEE SCHEDULE SHEAR WALL END POST S101 STRUCTURAL DETAILS SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE _,_ S102 STRUCTURAL DETAILS SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT S111 PROPOSED FIRST FLOOR FRAMING PLAN ALL SHEAR WALL END POSTS ALL SHEAR WALL END POSTS S112 PROPOSED SECOND FLOOR FRAMING PLAN SEE SC S113 PROPOSED ATTIC FRAMING PLAN P.U.P.T. SILL. SEE SCHEDULE P.T. SILL. II PROPOSED ROOF FRAMING PLAN P.U.SEE NOTE 4 ON SCHEDULE P.U.SEE NOTE 4 ON SCHEDULE TOP OF FOUNDATION TOP OF FOUNDATION j—t7'x5 DRILLED IN AND11 WALL/HAUNCH SLAB DRILLED IN AND WALL/HAUNCH SLAB ADHESIVE ADHESIVE — /I "' �y ANCHORED ROD AT II P.T. ANCHORAGE OF P.T. SILL ANCHORED ROD AT II P.T. ANCHORAGE OF P.T. SILL SB ANCHOR BOLT BY SIMPSON 5 �OP�ER✓FF date: 4/23/2024 TO TOP OF FNDTN. WALL OR TO TOP OF FNDTN. WALL OR 2`�' �9 HOLD DOWNS AT I HOLD DOWNS AT I LVL BEAM. SEE PLANSTEEL PLATE STRONG TIE OR APPROVED � �• F� roject: 685 BL FNDTN. HAUNCH SLAB. SEE SCHEDULE FNDTN. '� HAUNCH SLAB. SEE SCHEDULEEQUAL AT HOLD DOWNS AT n by:e.d. FOUNDATION ALL FOUNDATIONrA (3)-PLY MIN. RECESSED INTO LVL BEAM ,, ; SEE SCHEDULE OR HAUNCH LAB — > SEE SCHEDULE OR HAUNCH FOUNDATION LEVEL kd by:c.j. SEE SCHEDULE N ng E3 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS 4 TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS 'A 031541 �o s-102 SCALE: 3/4" = 1'-0" s-1o2 SCALE: 3/4" = 1'-0" g TYPICAL HOEDOWN CONNECTION DETAILS chri t4S�frey S-102 s-102 SCALE: 3/4" = 1'-0" #031547 revisions date existing situation 08-26-2021 _updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 _variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 0 O O c O 0 0" v 0 v �- Ln i O -------------------------------------------------il `� N . 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O m O 1 PROPOSED LONGITUDINAL SECTIONc)c4 N LU a1 g cp m 1 1 I LOWER ROOF w (� V `- w I LOWER ROOF 1 1 1 1 34 WPU3.5617.25 @ 31/2 x 71/4 G-LAM I I ❑_ I I I I I I A302 PROPOSED TRANSVERSE SECTION 35 HB3.5619.5@31I2x9112GLAM I o m—ci —o 1 I I WALL DETAIL SECTION-TYPICAL 1 1 0 I 1 c� c� I j I I j E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN 36 PB66 POST TO PIER BASE I I I I E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN 37 ABU66Z POST TO PIER BASE I I 1 S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS 38 BC6 POST TO GIRDER CAP j ILil'' `'� I j a j l I L------------------------------------------------------ j S111 PROPOSED FIRST FLOOR FRAMING PLAN 39 HU610@5112"X71/4"GLU-LAM -- -- - - -- -- -- -- -- -- -- -- -- -- - - -- --- L________________________________________________________-j S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN 40 HGUS46 FACE MOUNT HANGER 6„ I I PROPOSED ROOF FRAMING PLAN 41 HUC0412 SDS =�-� 2x10 BLOCKING TYP 2x10 BLOCKING @ 16"OC @ 16"OC 42 CPT66Z CONCEALED POST TIE 43 HU612 FACE MOUNT HANGER@ 5 1/4"x 11 7/8"PSL 3 PROP. 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