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HomeMy WebLinkAbout50267-Z „,, TOWN OF SOUTHOLD r . BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50267 Date: 1/29/2024 Permission is hereby granted to: Droskoski, Shawn PO BOX 137 East Marion NY 11939 To: construct additions and alterations and to legalize "as built” finished basement to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 27835 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.4-7.9 Pursuant to application dated 12/15/2023 and approved by the Building Inspector. To expire on 7/30/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,072.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $525.50 CO-ADDITION TO DWELLING $100.00 Total: $1,697.50 Building Inspector M TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 "tTelephone (631) 765-1802 Fax (631) 765-9502 https://www.soLttholdtowLir , o� Date Received APPLICATION FOR BUILDING PERMIT .�. For Office Use Only - " - " PERMIT NO, Building Inspector: D 1 5 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. Date:. OWNER(S)OF PROPERTY: Name: SHAWN & JAMIE DROSKOSKI SCTM# 1000- 18 - 04 - 7.9 Project Address: 27835 MAIN ROAD, RT. 25, ORIENT, NY 11957 Phone#: (6310 745-7734 1 Email: jamie.droskoski@gmail.com Mailing Address: 27835 ROUTE 25, ORIENT, NY 11957 CONTACT PERSON: Name: see Architect below Mailing Address; Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: FRANK W UELLENDAHL, RA Mailing Address: P,O.BOX 316, GREENPORT, NY 11944 Phone#: (631) 680-0041 Email: frank.uellendahl@gmail.com CONTRACTOR INFORMATION: Name: MIKE D'ANGELO. NEW HAMPTON HOMES Mailing Address: 12 LITTLE NECK ROAD, #201 , CENTERPORT, NY 11721 Phone#: (631) 626-4005 Email: Mike@newhamptonhomes.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 225K Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? *Yes El No 1 PROPERTY INFORMATION Existing use of property: SINGLE FAMILY DWELLING Intended use of property: SINGLE FAMILY DWELLING Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes ®No IF YES, PROVIDE A COPY. lig Check Box After Iteading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In 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 n K W UELLENDAHL RA WAuthorized Agent ❑Owner Signature of Applicant: r CONNIE D. BUNCH Date: � ��� Notary Public, State of New York No. 01BU6185050 STATE OF NEW YORK) Qualified in Suffolk County SS: Commission Expires April 14, 2�y COUNTY OF SUFFOLK ) FRANK W UELLENDAHL RA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ARCHITECT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this of �2C WT�r''"� Notary Public I'' IIIY' OIIII' IIIIIIC° V°°YIYi I!!l R "IIB°°° If°x.11117 TIIIION (Where the applicant is not the owner) SHAWN &JAMIE DROSKOSKI residing at 27835 MAIN ROAD, ROUTE.25 I, , ORIENT, NY 11957 FRANK W UELLENDAHL RA 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 L\(O A. Russell S�FOI[�I��l WAT]EIK Scott TM ANAG IEI� IENIF SUPERVISOR � n r M SOUTHOLD TOWN HALL-P.O.Box 1179 Town p (4*11 E 53095 Main Road-SOUTHOLD,NEW YORK 11971 "NJ erg 1 DEC CHAPTER 236 - STORMW,ATER MANAGEMENT REFERRAL ORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT" c ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) tri APPLICANT: (Propel t per, Design Professional, Agent, Contractor, Other) NAME. �' Date: i. Contact Information: r; ration: tC-.mail 3 l elephone Numhej) ` Ott Cir� �t w - Pro err' Address / Location of Construction Site: � --- S C.T.M. 1000 = � � " . _� District . e. ,. .—�-. _._ _ �.- - -' Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING/DEPARTMENT ® Area of Disturbance is less than 1 Acre, No S.P.D.E.S. Permit is Re uired i - Project does Not C is ha.c e to Waters of the State: No ,,D.E,S. Pettit is R.e ulred Area of Disturbance is Greater than l Acre & Storm vvater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUS"t' OBTAIN a S-P,D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildrn ' Permit. Area of Disturbance is Greater than l Acre & Storm-� ater Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New, York, THE APPLICANT MQdST OBT IN as. Permit thc'du h tl�e Southold Town En. ineerrr De artn ent " ;,, Pruor to Issuartoe of a Buildrn Permit, DEC 1 D ?023 e 3 r viewed B � J` Date Re Y 4 (IPM 4 CUT('P-Tnq r)rrnhar 9OIP C.. a . Generated by REScheck-Web Software Compliance Certificate Project THE DROSKOSKI RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 27835 MAIN ROAD Frank Uellendahl SHAWN DROSKOSKI ORIENT, NY 11958 Frank Uellendahl Architect OWNER 16316800041 frank.uellendahl@gmail.com UA=M- Mnm 009MM Compliance: 0.3%Better Than Code Maximum UA: 29B Your UA: 297 Maximum SHGC: 0.40 Your SHGC: 0.31 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 giiade Ilaaanl!eaa)ffn arc, no Icuu3n^ir rnnsiiduared iou the UA oii Il uer"ourvunwii::e o: )rnplluauuce II:mth urs 111EScIlieck. Each h salb ouu gii gale ,a.,nrirunl11b y iiun Ui laCec fined cllannate zone inust n nen dna n'llnlinnuuuun anergy code hisu llaaU oin I11_urahje and delllfth o qu.uh,enneinus, Enve—lQue A5semblies Prop.Gross Area Assembly or Cavity Cont. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 278 0.0 38.0 0.025 0.026 7 71 Ceiling: Cathedral Ceiling 624 38.0 0.0 0.027 0.026 17 16 Wall:Wood Frame, 16" D.C. 922 23.0 0.0 0.055 0,060 28 30 Door: Solid Door(under 50%glazing) 40 0.320 0.320 13 13 Window: Wood Frame 48 0,290 0.320 14 15 SHGC: 0.32 Window 4: Wood Frame 125 0.300 0.320 38 40 SHGC: 0.30 Window 1: Wood Frame 77 0.290 0.320 22 25 SHGC: 0.32 Window 4: Wood Frame 125 0.300 0.320 38 40 SHGC: 0.30 Wall 2: Wood Frame, 16" o.c. 569 13.0 0.0 0.082 0.060 47 34 Floor 1: All-Wood Joist/Truss 624 30.0 0.0 0.033 0.047 21 29 Floor 2:All-Wood Joist/Truss 278 30.0 0.0 0.033 0.047 9 13 Basement Wall: Solid Concrete or Masonry Wall height: 8.0' 608 0.0 8.0 0.070 0.059 43 36 Depth below grade: 7.0' Insulation depth: 8,0' Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 1 of10 Compliance Statement. The proposed building design described he(e a co is e t with the building plans, specifications, and other calculations submitted with the permit application.The proposed boildl t: s6gned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r s msted in the REScheck Inspection Checklist. Name-TMe � Signat r Date r Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. ..�.....�,..�..�_.. _..w_._....� �. —...� ....�,,� Section Ianed Fielfie�d Pre-Inspection/Plan ReviewPVlueVl .. e , Co_m..Pli.e.s...7 Comments/Assumptions..�.� & Re ID . 11-11111-11-1. 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. ... aro.,µw ��..w..,..._ �.�_ n�.. ..r .a. � .._...... . 103.1, Construction drawings 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. _ 3equipment .. _ _Heating: ... ..._._._ .. ...... 02.1, Heating and cooling a ui ment is Heating Heating ElComplies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not j[PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable U, Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 3 of10 # .. -.v Foundation Ins... ,.. —Plans Section PlanValuefled FlelValuefled,.� .m....... w..m, P P p , I .....��... _ Inspection Com lies? Comments/Assum tions 402.1.1 Conditioned basement wall R- R- ❑Com'plies See the Envelope Assemblies [F04]1 insulation R-value.Where interiorR_ R_ ❑Does Not table for values. 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 Conditioned basement wall ❑Complies [F05]1 insulation installed per ❑Does Not :o. manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 3.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not F insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies '[FO12]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 m Medium lrnpact(Tier 2) _F3 Low Impact(Tier 3) Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 4 of10 ....... Se# Framing /Rough-in Inspection Plans Verlfled Field Verlfled Complies? Comments/Ass - ction w... ... Value ,, Value � umptions 9 9 P lee III 6'.Rem���.... ..... 402.1.1, Door U-factor, U ��U � ❑Com lies table nw p he Envelope Assemblies 402.3.4 ❑Does Not for values. [FR111 ❑Not Observable _.�....... ........ j❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 [FR2]1 ❑ pp Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR411 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not mm„ instructions. ❑Not Observable ❑Not Applicable . .. .. .... _.......... 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not j AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable :limits. 402.. ,-....... 4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. ..... -N,_, ��......, - .- ...-.._.. .. ❑Not Applicable .. .�, 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑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 ❑Complies [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. 40311.3 5 Building cavities are not used as ❑Complies j[FR15]3 ducts or plenums. ❑Does Not 4:, - ❑Not Observable ❑Not Applicable -.�.... ....... _.�......_.... 403.4 HVAC p•p mgconveying fluids R- R- ❑Complies [FR17]2 above 105 -F or chilled fluids ❑Does Not below 55°F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR2411 piping. ❑Does Not :i ❑Not Observable ._....mm.n ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R []Complies [FR18]2 >_R-3. ❑Does Not ;❑Not Observable ❑Not Applicable Hi h Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 19 p Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 5 of10 Se Flo Plans Veritled Field Verified Framing/Rough to Inspection µ Value Value Complies? Comments/Assumptions & Re ID 403.6 Automatic or gravity dampers are ❑Complies [FR19)z installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) " Low Imp 'jt(Tier 3) Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 6 of10 #� Insulation Inspection Plans V [om plies? Comments/Ass Section Verified Field Verified p Value Value p umptions 9.. ... _.....,_. & Re ID ... ... I 3.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not ) provided. ❑Not Observable ❑Not Applicable I Floor insulation R-value. R R- ❑Complies .See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable „9p ❑Nat Applicable .U.......... ..._ 303.2, Floor insulation installed per ❑Complies 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable j contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the 'top of all perimeter floor framing members. 402.1.1, Wall 1 R ❑ As Complies See the Envelope semblies ' insulation R-value. If this is a R- 402.2.5, mass wall with at least /2 of the Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 Iexterior,the exterior insulation requirement applies (FR10). E] Steel ❑ Steel j❑Not Applicable �,w. .�., _ �..n....... .......... 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �gh1 Hi - Medium Impact(Tier 2) 3 Low Impact(Tier 3) Impact(Tier 1) 2 Project Title:THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 7 of10 t _ID Final_._. � Plans I e lfied FieldVerified P omments/Ass Section .. — . .. Value Re _. . pumptions 402.1.1,mm�� Ceiling insulation R-value.ls�ons R R-❑ Comnlielse5 See the Envelope � Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑ [FI1]1 Not Applicable ............. ._.... � ... ..... .... .. 303.1.1.1, ,Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. [:]Not Observable ❑Not Applicable ...,..m ..._,,.r � ��. � ,..,.....�.�.. ... �..._.w.._... ..... . �. __www .... 40 11 2.2.4 Attic access hatch and door R- R ®Complies [FI3]1 insulation ?R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1,2 ;Blower door test@ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 �ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ftz ft2 EDoes Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g, across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ftz 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, www _ ...�.... �.......�..__�....;.._ ........._m_m��.�_.. _W._..... 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ®Complies [F[9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ._..._. _... - 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable ......., 403.5.1 Circulating service hot water ❑Complies [1`I11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable g p p �Low Impact(Tier 3) 1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 8 of 10 ........... Se# Final Inspe. _ Plans Ve ....... ction rified Field Verif,ed ion Provisions a Value Complies Comments/Assumptions & Re, � ... .�.. �t... _ _.....Valu._, ..............................o ., , m..... ......... ...... _... - 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable .. _. m . ........�....._ 2 Hot water boilers supplying heat ❑Complies [02 6]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Com lies [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 exists. . .,, .... _ _ --......- ....•.�..� ..�.... 403. 5.1.2 Electric heat trace systems ❑Comp lies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies [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 <= 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. _.w...� „.. .......... �. .. ow. 404.1 90%or more of permanent OComplies [F]6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123 13 no continuous pilot light. ❑Does Not ❑Not Observable 401.... ..... .. .�,-.. m..e .., ... _..aa...,.w„ _ ,.,,..,., ❑Not Applicable 3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 1High Impact(Tier 1) 2 Medium Impact(Tier 2) Sow Impact(Tier 3) Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 9 of10 . Final Inspectionµ­ectlon Provisions Value Value Complies? Comments/Ass W 5edlon Plans Verified Field Verified umptlons P & Re 1D 303w�3 mechanical manuals heating mm..m�. ...,,,.,. ElC omplies 11`11813 9 oes Not systems have been provided. '❑Not Observable . ❑Not Applicable Additional Comments/Assumptions: 1 High lmpact(Tier 1)�2 Medium Impact(Tier 2) 3 Low Imlxact(Tier 3) Project Title: THE DROSKOSKI RESIDENCE Report date: 05/22/23 Data filename: Page 10 of 10 a ' IEnergy Effic l Certificate MMMMONEEINEEM-00= Above-Grade Wall 13.00 Below-Grade Wall 8.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): " M. Z 1 . m a Window 0.30 0.30 Door 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments SUR\/rzllr OF PROPERTY N ORIENT1104f, TOWN OF 5OUTHOLD 5UFFOLK GOUNTY, NEW YORK SURVEYED:FEB.10,2018,05-10-200 11-30-2018,05-20-201H SUFFOLK A r-OUNTT�TX MAP NUMBER 1000_15_4-To e'o �,X Q& CERTIFIED TO: PATRICIA DRIDSKOSIU CEMSTINE DROSKOSKI SHAW DROSKOS19 CEaCAGG TITIZ INSURANCE SERVICES,LLC 'po �17153w 00 SOO e 614- "X j?'53v -------------- ——---------- NOTE5- MONUMENT FOUND 0 PIPE FOUND A STAKE FOUND AREA=52,-76q S.F. or 1.21 Ac— JOHN C.EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 &RAPHlr,5GALE 50' RIVERHEAD,N.Y.11901 369-9288 Fax 369-8287 REF.-C.\UsenVohn\Dmpbox\10110-168 bm find.m.— RENOVATION GENERAL NOTES DESIGN CRITERIA: �`�'� .� & ADDITIONS 1gA'3�-�SS��S = �c 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD — 45 PSF. � 0 ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE LIVING AREAS AND DECKS — 40 PSF. Q AND THE 2018 INTERNATIONAL ENERGY CONSERVATION SLEEPING AREA — 30 PSF. CODE AS PER COMPLIANCE CERTIFICATE DATED 05/21/23 WIND SPEED — 130 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY — B Z y MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING — SEVERE W O FROST LINE DEPTH — 36" TERMITE — MODERATE TO HEAVYCC 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS HR— DECAY — SLIGHT LARCH STRUCTURAL GRADE #2 OR BETTER. ICE SHIELD UNDERLAYMENT REQUIRED — YESCD w 0 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DESIGN IN ACCORDANCE WITH AMERICAN FOREST RESIDENCE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PRODUCTS WOOD FRAME CONSTRUCTION MANUAL PARTITIONS, EXCEPT AS NOTED ON DRAWING. FOR 1&2— FAMILY HOUSE — PRESCRIPTIVE DESIGN METHOD 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND r FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. WINDBORNE ORIENT PT., NY 27835 MAIN ROAD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE DEBRIS PROTECTION SCHEDULE ARCHITECT VERIFIED BY CONTRACTOR(S) PRIOR TO START OF PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS m FRANK UELLENDAHL CONSTRUCTION AND ORDERING OF MATERIALS. THIS OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER FOUNDATION HAS BEEN DESIGNED FOR A SOIL THE GLAZED OPENINGS OF THE PROJECT: DUSTING EAST ELEVATION o T, NY X 316 GR BEARING CAPACITY OF TWO (2) TSF AND GRADES FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH TEL•P631-477186 4 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 2—INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% � OWNERS RELATIVE DENSITY. WINDOW SCHEDULE SHAWN & JAMIE DROSKOSKI Z 27835 ROUTE 25 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ORIENT, NY 11957 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVERPROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. jamie.droskoski®gmail.com BY TRIPLE UPRIGHTS. ALL HEADERS TO BE GLASS TO BE HIGH PERFORMANCE LOW—E GLASS Z~� MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS 8. PROVIDE FIRESTOPPING AT ALL LEVEL HARDWARE — METRO COLLECTION: ANVERS, SATIN NICKEL FINISH U'L! PENETRATIONS INTERIOR FINISH: WHITE, PRE—FINISHED t Q�� , d 9. PROVIDE FLASHING AT ALL ROOF BREAKS, EXTERIOR COLOR: TBD 2 CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS Mark Size Description Quantity - h a AND DECKS ETC.. 10. DO NOT SCALE DRAWINGS. A NGLD10080-4 SLIDING DOOR — Kitchen 1 ;'. B AFFW1201 ARCHED WINDOW — Kitchen/DR 1 ` .; , 0 21 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— C WDH24310 DOUBLE—HUNG — Kit., Basem't, Foyer 5 ENGINEER ARE NOT RESPONSIBLE FOR THE D WDH210410 DOUBLE—HUNG — DR, HOME OFFICE 5 INSPECTION, SUPERVISION, OR ADMINISTRATION OF E CR125 CASEMENT — Bath 1 THIS CONSTRUCTION PROJECT. FEDERAL, STATE Fl 36"x80" PERMA—TRU — S2200 — Entry, Basem't 2 PROPOSED EAST ELEVATION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE F2 36 x80 PERMA—TRU — S2200, outswing Basem t 1 SHALL E THE RESPONSIBILITY OF THE G CX14 CASEMENTS above kitchen counter 3 Z CONTRACTOR. H NGLD160611-4 SLIDING DOOR — Living Room 1 Z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO J AX281 AWNING — ATTIC 1 FACILITATE CONSTRUCTION AND SHALL NOT BE o CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ,� OWNER. '+ ISTING 3-BEDROOM SINGLE-FAMILY DWELLING TO BE RENOVATED TO CODE AND EXTENDED: N 13. THIS STRUCTURE HAS BEEN DESIGNED IN DRAWING SCHEDULE T FL. RENOVATION INCLUDES REDESIGN OF THE EXT'G HOME OFFICE AND MUDROOM; z o ACCORDANCE WAIT THE NEW YORK STATE ENERGY JAN 2 6 20241XISTING -BUILT FINISHED BASEMENT TO OBTAIN CODE COMPLIANCE WITH 2ND MEANS OF EGRESS; CONSERVATION CODE. KITCHEN AND DINING AREA TO BE REMOVED AND RELOCATED TO PROPOSED ADDITION; -4 o DATE: 12/12/2023 A-1 TITLE SHEET — DESIGN CRITERIA — GENERAL NOTES 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL A-2 SITE PLAN LIVING DINING ROOM CEILING TO BE REMOVED AND TURNED INTO A CATHEDRAL CEILING; W SCALE: N.T.S. CHANGES PRIOR TO AND DURING CONSTRUCTION. &1° `� A-3 AS—BUILT IST AND BASEMENT FLOOR PLANS Tolmil o Southold15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE �Z TITLE SHEET A-4 PROPOSED FOUNDATION PLAN BUILDING PERMIT APPLICATION DESIGN CRITERIA A-5 PROPOSED 1ST FLOOR PLAN GENERAL NOTES DESIGNED AND SPECIFIED BY OTHERS. A-6.1 CROSS SECTION A-A 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-6.2 CROSS SECTTON B-B �,� DWG. NAME INSURANCE NECESSARY TO PROTECT THE ENGINEER A-7 NORTH & EAST ELEVATIONS SCTM#: 1000-18-04-7.9 �� A-1 AND OWNER. A-8 SOUTH & WEST ELEVATIONS a DWG. NO 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-9 CRITICAL PATH, CONNECTORS V A-10 NAILING SCHEDULE, FRAMING NOTES UN TIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-11 PLUMBING RISER DIAGRAM RENOVATION LEGENDZONING CALCULATIONS PROPOSED ADDITION m & ADDITIONS inGARAGE W ® EXISTING DWELLING LOT AREA = ca. 52,769 SF = 100.00% J 0 EXT'G. BLDG. COVERAGE = ca. 4,065 SF = 7.70% DEMOLITION OF EXT'G DECK= ca. 555 SF = (1.05%) X PROPOSED ADDITIONS = ca. 670 SF = 1.27% z y . . . _ TOTAL BLDG. COVERAGE = ca. 4,180 SF = 7.92% 0 :: STONE PATIO: ::., DW MAX. BLDG. COVERAGE = ca. 21,107 SF = 20.00% PROPOSED AT:GRADE -- X 624 SF X SURVEY BY JOHN FREERS SURVEYOR — DATED: 05/29 19 ADDITION 26.E / RESIDENCE r DW DRYWELL CALCULATIONS FOR ROOF RUN-OFF f�, 1 ` RUN—OFF FOR 2 OF N x �--- .,,.:� ., �=�f%��,;,li � ORIENT PT. NY EXT'G 555 SF f� `'� RAIN TO BE CONTAINED ON SITE 'fir ; , ,`rr'fr ' W rrf ,,;' /, ! 0 27835 MAIN ROAD DECK TO BE !; %'%�,/, ;;�,;;;;� ROOF AREA= SF; 100% run—off coefficient =171 Cu.Ft. REMOVED ARCHITECT ° PROPOSED (2) 6 DIA. x 4 DEEP DRYWELLS =178.64 Cult. X /r. /�'.� /r,�;<. WITH GUTTER LEADERS FOR ROOF RUN—OFF TYP. m FRANK U0_LENDAHL °f: o P.O.BOX 316 0 6 GREENPORT NY 11944 zJW: ,r. / ,,rr fr 2 TEL 631477 8624 f,J OWNERS SHAWN & JAMIE DROSKOSKI O fit f ORIENT, NY ROUTE 27835 25 957 1-STORY FRAME HOUSE Y COVEREDF BARN 3 Tamie.droskosW®gmail.com o STOOP ® `- o o ; U Fll r� X ® a TONE PATIO AT GRADE::::::;:: X X _ 0, r� W W W W W � •' 4 � � W W � �? VV �, •' � m W i i W V V W W W l{ WI W •Y -V y W W V W O W W W W W MAIN RD. CR.25 N N v W N W W W W W O W W Z W W W V W y V D i W W W W W W W DATE: 12/12/2023 W i 1 a SCALE: 1/16" = l'-O" V W W W a SCALE: 1/16" =1'-0" � SITE PLAN =o 135.39 SITEPLAN Y �E DWG. NAME SCTM# = 1000-18-04-7.9 A-2 MAIN ROAD TOWN OF SOUTHOLD �� DWG. NO CR. 25 SUFFOLK COUNTY, NEW YORK e� RENOVATION W & ADDITIONS y c U D U)_ U � 0 cnN 24'-0° 24'-4 3/4° ° o RESIDENCE EXT'G CRAWL SPACE HOME OFFICE ORIENT PT., NY ABOVE 27835 MAIN ROAD J ARCHITECT m FRANK UELLENDAHL i Q 00 / P.O.BOX 316 , GREENPORT, NY 11944 , w TEL 631-477 8624 MECH. RM. HWH OWNERS Ps ¢ SHAWN & JAMIE DROSKOSKI Z 27835 ROUTE 25 ORIENT, NY 11957 / LIVING ROOM 3 jamie.droskoski®gmail.com o r- REF. N M I r I_ KITCHEN ��' DECK O O mob, W z A = I _ W UP DN / ❑ U cl- � FINISHED UNHEATED �S �� RECREATION RM. \001- II I I o z C1 � BEDROOM 2 I BEDROOM 3 BEDROOM 1 o II I N N II I I o N N II I I I I o o N 7 01 0 to'-5° JJ 24'-s° J w 12'-0° DATE: 12/12/2023 �o 0 w SCALE: 1/8" = 1'-0" cn cn AS-BUILT ?� FLOOR PLANS EXISTING BASEMENT PLAN EXISTING FLOOR PLAN W i� DWG. NAME SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" A-3 o DWG. NO U RENOVATION W & ADDITIONS ® NEW FOUNDATION o EXT'G FOUNDATION U 24'--------------------------- z U--------- r 4r.--, i----------- Z.f-------------- I I I I I a Q j I O I ® I I w c ; 2x10 F.J. ® 16"O.C. i 2x10 F.J. ® 16"Q.G. RESIDENCE FUTURE I 1 P O I I r t11 TO A 24 x24°x12 M D.CONC.F G.1 I BEDROOM �, I + I I I �, 176 SF DRAIN I Lt-' ORIENT PT., NY NATURAL ucHr&vENnIaTION ; L '-p0 27835 MAIN ROAD REQ. LIGHTING 8% = 14.08 SF I 1 4 0 I I N REQ.VENTILATION 4% 7.04 SF ------I j l UNFINISHED I I ARCHITECT PRO. LIGHTING = 21.24 SF I I BASEMENT I o PRO.VENTILATION 27.32 SF I 1 I I m FRANK UELLENDAHL 4"CONC. SLAB I I o I I I I CLG.HGT. - 8'-0° I I q � P.O.BOX 316 F E L$J F GREENPORT, NY 11944 B RM. 1"—(3)2x10 GIRDER I I W TEL 631-477 8624 0OWNERS 2x10 F.J.® 16"O.C. 2x10 F.J. ® 16°O.C. I SHAWN & JAMIE DROSKOSKI WASTE LINE I I I I I 6X6 TIT'D POST Z 27835 ROUTE 25 I I r I I FON 12 DIS SONOTUBE L 1 ON 24"x24 x12"CONC. FTG ORIENT, NY 11957 ;_r — . — . — . — . — . _ DN L– 9_. oski®gmail.com 9 p. REF. I j I �N'b X 44.U UNFINISHED EXISTING I 1 t BASEMENT CRAWL SPACE Iiiti I I 8"dia. CONC. FTG. �r��min. 36 DEEP 21�4"STEEL COLUMN ANCHORED FOUNDATION SPECIFICATIONS – TO 24"x24"x12" CONC. FTG 4' 2 1/2' I 4 3 SUBFLOOR, / n NAILED AND GLUED 0 r 2X10 FLOOR JOISTS Q 16 O.C. 2 19 R„-30 STONE WOOL INSULATION o w Z 49 U 2X6 TREATED SILL o EXT'G BILCO DOOR TO BE REMOVED EGRESS ` FlNISHED UNHEATED o a EXT'G STAIR IS CODE COMPLIANT 0P F1 4 CONCRETE SLAB w/ 6x6 10 10 WWM ON W FOR 2ND MEANS OF EGREES '; RECREATION RM. N - MECH. RM. 6n MIL POLY VAPOR BARRIER 0 COMP. GRAVEL FINISHED UNHEATED 8 POURED CONCRETE WALL WITH #5 VERTICAL a RECREATION RM. LIP O ; ,REBARS t� 24" O.C. 15 O 1 -4 X 8 POURED CONCRETE FOOTING WITH s g SAO O 3- 4 REBARS - 3" ABOVE BOTTOM OF FOOTING W 1/2 X12" ANCHOR BOLTS @ 46" O.C. �CLEARANCE CD B 1.5" RIGID FOAM INSULATION ON EXTERIOR WALL, min.R-8 U BITUMINOUS DAMPPROOFING TO GRADE o 0 SILL SEAL AND COPPER TERMITE SHIELD N EXPOSED CEILING JOISTS Z o N FOUNDATION NOTES CLG.HGT: 7'-6"+ - o TO suBFLooR STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 DATE: 12/12/2023 KR 49 READY MIX CONCRETE. SCALE: 1/6 = 1-0 ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON q QE PROPOSED UNDISTURBED SOIL. _ FOUNDATION PLAN ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 3 s �E DWG. NAME FOUNDATION PLAN A-4 SCALE: 1/8" = 1'-0" o o DWG. NO U RENOVATION ELECTRICAL LEGEND © & ADDITIONS D © � � © � (p DUPLEX RECEPTACLE OUTLET HIGH HAT FIXTURE CD (3) 9.5" CONT.ILVL GIRDER QUADRAPLEX RECEPTACLE OUTLET ® TELEVISION, CABLE G I 2x12 R.R. @ 16" O.C. 2x12 R.R. @ 16" O.C. E y OWPWATER PROOF RECEPTACLE OUTLET x CEILING FAN W. LIGHT I 0 OGFIGROUND FAULT INTERRUPTOR OUTLET FLOOR RECEPTACLE OUTLET EE] G I ---- 7�LsT P��PALM LgM CQ�LI�T SURFACE MOUNTED CEILING FIXTURE EXHAUST FAN I Q I I _ I W l+" SURFACE MOUNTED WALL FIXTURE LED LIGHTS Q KITCHEN r-- \ RESIDENCE SWITCH I I 'n HW FLOOR I PEN ANTI EXTERIOR LIGHT W �� - = i I \ PE ANT DIMMER SWITCH J _ ___ D TH. THERMOSTAT/RADIANT HEAT_ 4 1:1 4F- �- _ o HARD WIRED SMOKE AND CARBON N - � TI\ —PENDANT ORIENT PT., NY "/'0 MONOXIDE DETECTOR COMBO WITH �:u -717FILEER ❑ I PEN¢ANTI I 0 27835 MAIN ROAD BATTERY BACK-UP IU-) 4'-2" I I - LI— ARCHITECT N ® NEW WALL FRANK UELLENDAHL 16 O EXT'G WALL © I _—- _ ————— —— — —— I —— GREENPORT, NY 11944 W TEL- 631-477 8624 CATHEDRAL CEILING OWNERS L I DW (3) 11-7/8" CONT. LVL GIRDER CREDENZA _ _ _ _ SHAWN & JAMIE DROSKOSKI Barn door Z 27835 ROUTE 25 ORIENT, NY 11957 o 36"REF I ' ' 3 jamie.droskoski®gmail.com MUD.RM. PANTRY CLG.HGT. = 8-0 L . I N TILES 3'-7' C, 11 '�.j %` �•�, Ui LVL GIRDER 3'�1" ® �\ ]'-4" 4 1/2" 2'-0" 7'-0" sM�co 6'-1- . SM/Co a COVERED F;1 n I / PORCH A . - EXT'G FOYER DAEl BEDROOM 2TILES PENDANT TEXT'G KITCHEN TO BE REMOVED erII\LaddQ B H ' ZU cl I I I I ". z 21 -5 \ II / I \ / o 72 LIVING ROAll —OM\. I I/ Y �-V- DN I I CATHEDRAL CEILING\ j ° II 0'f M 4'STEEL COLUMN (3) 1.75"x16" L L RIDGE BEAM 4"STEEL COLUMN N ALT: 3.5'x5.5° PSL POST '1' 1 1 1 I , ® ' '- 3' RAILING ~I I I I I I SM/Co o N SII S®0 0 o f I I I I El - f DATE: 12/12/2023 D EXT'G I I I I I I �a SCALE: 3/16" = 1'-0" BEDROOM 3HOME OFFICE I I I I I b� r gyp, o -__ ► ► I D❑ C� "�"' i �, PROPOSED I I I I I I HW FLOOR ((� 1 ST FLOOR PLAN ® II I I I I DWG. NAME SM/ X co "XY 5'-4" 5'-4" jx J ; PROPOSED FLOOR PLAN A-5 _____ 2x6 WALL STUDS 0 16" O.C. (2 1.75 x12 LVL HEADER _ �- DWG. NO ----- �' SCALE: 3/16" = 1'-0" ff CD 0 ❑D Q RENOVATION CONT. RIDGE VENT W & ADDITIONS RIDGE STRAPS cn EACH RAFTER PAIR O (2) 1.75"x14" LVL RIDGE BEAM POSTED BOTH ENDS ON GIRDERS ROOF CONSTRUCTION TOTAL SPAN LENGTH: +/- 20' 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELTEi y 2x12 ROOF RAFTERS @ 16" O.C. IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU'D w/ R-38 STONE WOOL INSULATION FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION �' _ 5 ' GYPSUM BOARD " SHINGLES TO MATCH EXISTING (2)1.75"x12" LVL BEAM FOR RIDGE BEAM SUPPORT 12 " ROOF PITCH, V. 5/8" CDX PLYWOOD SHEATHING W O �6 TO MATCH EXTG R 138ROOF ONE OOLSIN@SULATIONC(e.g. ROXUL COMFORTBATT) RESIDENCE (3) 1.75"x9.5" LVL BEAM @EXTERIOR WALL INSTALLED ON BAFFLES FOR PROPER VENTING NAILED TO DBL. PLATE TO DBL. PLATE 3.5"x9.5" PSL PARALLAM COLLAR TIE @ 48 O.C. ALTERNATIVE: MIN. 3" CLOSE CELL SPRAY FOAM INSULATION AND DBL. END RAFTER PAIR AND R-23 STONE WOOL INSULATION (NON VENTED ROOF) ORIENT PT., NY (w/ THIS DESIGN RAFTERS CAN BE REDUCED TO 2x10) 27835 MAIN ROAD 1/2" GWB ALL FLAT CEILINGS ARCHITECT ( 1 2 1.75"x5.5" LVL HEADER 5/8" GWB ALL CATHEDRAL CEILINGS FRANK UELLENDAHL 11 P.O.BOX 316 HURRICANE CLIP EACH ROOF RAFTER TO 2x6 WALL STUD �E GREENPORT, NY 11944 TEL- 631-477 8624 OWNERS WALL CONSTRUCTION a SHAWN & JAMIE DROSKOSKI _op 27835 0 25 1/2" GYPSUM BOARD ORIENT, NY 11957 2x6 STUD WALL @ 16„ O.C. 3 lamie.droskoski@gmail.com R-23 STONE WOOL INSULATION z of 5/8” CDX PLYWOOD SHEATHING R '� °O I WATERPROOFING MEMBRANE: BLUESKIN UP100 BYHEN �`� �1•Upr � i� CEMENT BOARD SIDING (HARDIE-PLANK); COLOR: TBD d ALL EXTERIOR TRIM TO BE VERSATEX PRODUCTS ALL INTERIOR TRIM TO BE 1x4 SQUARE POPLAR ' ; ALL 2x4 INTERIOR STUD WALLS @ 16 O.C. ; with SOUND INSULATION 4 a o 0 i ik T/0 OUNDATION WALL ' (3) 2x10 HEADER ABOVE 2x10 FLOOR JOISTS @ 16" O.C. FLOOR CONSTRUCTION BASEMENT DOOR & WINDOWS WITH R-30 STONE WOOL INSULATION 3/4 HARDWOOD FLOOR: 3.5 WHITE OAK, STAINED Z (3) 2x10 GIRDER 3/4" T&G PLYWOOD SUBFLOOR, NAILED AND GLUED STRAPPED TO LALLY COLUMN ;;; 2x10 F.J. @ 16" O.C. a o N UNFINISHED � R-23 STONE WOOL INSULATION � N \ j D N PROPOSED BASEMENT ;; FOUNDATION " W SEE FOUNDATION PLAN DWG A-4 DATE: 12/12/2023 �o SCALE: 3/8' -— l'-O' 1.5" RIGID INSULATION - MIN. R-8 o a CROSS SECTION A-A 4" CONCRETE SLAB ; ' Y �E DWG. NAME CROSS SECTION N SCALE: 3/8" = 1,_O„ �o DWG . NO o� U RENOVATION & ADDITIONS W 0 �J O N Lj X W D W O C/7 N W 2 oi RESIDENCE W ORIENT PT., NY 27835 MAIN ROAD J D o ARCHITECT J rn FRANK UELLENDAHL LP P.0.80X 316 OD © Q GREENPORT, NY 11944 ❑ � � W TEL 631-477 8624 —————————— QWNERS SMWN & 4AWM1iOSKOSKI r .27835 ROUTE 25 ORIEM, NY 11957 lamie.droskoski®gmail.com; EAST ELEVATION . . . . . . i U L( � � a MC e. z 9 O 1 a d � s m CD J N o N N © © © z o 0 W DATE: 12/12/2023 SCALE: 3/16° = 1'-0° z NORTH ELEVATION 3CDEAST ELEVATION Y NORTH ELEVATION W �E DWG. NAME o� A-7 o DWG. NO a� 8 RENOVATION & ADDITIONS W cn JO J U D Z W O cc :J11d RESIDENCE ❑ ❑ ■ W U � ORIENT PT., NY © © © 0 27835 MAIN ROAD z ARCHITECT FRANK UOiENDAHL o P.O.BOX 316 GREENPORi, NY 11944 —— TEL 631-477 8624 W OWNERS F1 E] ; ; WEST ELEVATION SHAWN &278315 DROSKOS ROUTE 25 I I W ORIENT, NY 11957 © © F2 i i i Y jamie drosk ki@gmail.com ® f ------- Et F r e ;�. ----- ------- -------------J C� ............... W -•^ Z o a Z U d 3 a � z c� `~ m 0 U J N W O D N N 0 N Z D W DATE: 12/12/2023 Umli Lmjp� SCALE: 3/16°= 1'—O° z SOUTH ELEVATION -_-__-- 3 WEST ELEVATION Y W DWG. NAME SOUTH ELEVATION c, DWG. NO A-8 .2 U 0 • c' rg RENOVATION & ADDITIONS cn o �J1 O N i 24" I .� ICE SHIELD UNDERLAYMENT o cn REQUIRED - 24" FROM EDGE HURRICANE LCC F=7M IP O TYPICAL a RESIDENCE RAFTER TO TOP PLATE ORIENT PT., NY SIMPSON 1-12A HURRICANE HEADER LATERAL AND SHEAR CONNECTION W CLIP NAILED. FROM ROVIDE 8d COMMONTOR 8 Fr WALL HBGHr o 27835 MAIN ROAD NAILS ® 4" O.C. AT >- RAFTER TO STUD. — EXTERIOR EDGE OF ALL 4-8d COMMON NAILS (TOENAILED) REQUIRED Z TYPICAL ALL RAFTERS SHEATHING. C> ARCHITECT IN EACH RAFTER AND TOP PLATE 5 - 8d NAILS EACH END C FRANK UELLENDAHL P.O.BOX 316 APA RATED PLYWOOD TO UPLIFT STRAP CONNECTION REQUIREMENT GREENPORT, NY 11944 EXTEND TO TOP OF TOP TEL 631-477 8624 PLATE. ROOF TO WALL FOR 14 Fr ROOF SPANOWNERS 5-8d COMMON NAILS IN EACH END OF ¢ SHAWN &JAMIE DROSKOSKI 1-1/4° X 20 GAGE STRAP OR HURRICANE CUP Z 27835 ROUTE 25 ORIENT, NY 11957 lamie.droskoski@gmail.com UPLIFT STRAP CONNECTION REQUIREMENT ® fin WALL TO FOUNDATION �� - i . I .44 ELZ 42) 1 1/4" WIDE - 20 GAGE FOR 24 Fr ROOF SPAN ME AL STRAPS AT DOORS FORc HEADER TO STUD CONNECTION 6-8d COMMON NAILS IN EACH END OF �� it X 20 GAGE STRAP AND FOUNDATION TO STUD CONNECTION 1-1/4" PROPOSED 1 1/4" WIDE - 20 GAGE TT SILL PLATE TO FOUNDATION ANCHOR BOLT E AL STRAP � 48' OC. 1 ST FL ADDITION MAXIMUM. CONNECTION RESISTING LATERAL & SHEAR LOADS 1;', �2� fi ACQ SILL PLATE TOP OF FOUNDATION 5/8: ANCHOR BOLT ® MAX. 72: O.C. OR 1/2 ANCHOR BOLT ® MAX. 46 O.0 c SILL PLATE TO FOUNDATION ANCHOR BOLT WRAP + NAIL STRAP CONNECTION RESISTING UPLIFT � ( 4 - 4d NAILS ) AAROUND SILL PLATE AT ANCHOR BOLT1 1/4" WIDE - 20 GAGE R.O. FOR 12'-0" SLIDING DOOR MAXIMUM ANCHOR BOLT SPACING: 72 INCHES METAL STRAP ® 48" OC. WITH TRIPLE JACK STUDS J 5 - 8d NAILS NAIL SHEATHING TO 2x8 SILL PLATE �-Bcl NAILS ® 4' O.C. ; BASEMENT 2x8 ACQ SILL PLATE Mali_. ALUMINUM TERMITE FLASHING . D 12/2023 (2) #4 KEBABS DATE: 12 1.5" EXTERIOR RIGID INSULATION 1/2 X 12A.B. ® 46OC. SCALE: N.T.S. w/ 3"x3"x3/16" FENDER WASHER. p D p_� W (max. 12" from end of sill Plates) D D p � CRITICAL PATH 4" CONC. SLAB #5 VERTICAL REBARS ® 24' O.C. Db, D =o CONNECTORS w/ 6x6 10/10 WWM D ° 3 a 8" P.C.FOUNDATION o ° °' D W/ 1'-4" X 8" CONT. FTG. p D D p DWG. NAME :6 •. o SECTION °a (3) #4 KEBABS D E�'EVAT-ION CONNECTIONS A-s R' o DWG. NO � 4" CONCRETE SLAB w/ 6x6 10/10 WWM HOLD DOWN + SHEAR CONNECTION CRITICAL PATH RENO ATION FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM & ADDITIONS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING 0 BETTER' X Rafter to Top Plate Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceding Joist to Top late Toe—nailed n/ per foist MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra�er (Fa e—noiledl n� each lap y Ceding Joist Lops ov r Partitions Face—nailed) n/a each lop W Collar Tie to Rafter Face-nailed) n/a per tie O 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Blocking to Rafter ( o —nailed) 2 — 8d each end EXPOSURE 1, 3 4 MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter at 2 — 16d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING O 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot RESIDENCE WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersection Face—Waded) 4 — 16d joints—,oach side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face—nailed 2 — 16d 24 O.C. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud ORIENT PT., NY AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud o 27835 MAIN ROAD @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 — 16d per 2x8 stud CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d ''Z per foot o ARCHITECT HL 6. DOUBLE FRAMING AROUND ALL OPENINGS skylights, FRANK UELLENDA16 ( FLOOR FRAMING P.O.BOX 316 stairs etc. ) OR AS NOTED ON DRAWINGS. GREENPORT, NY 11944 Joist to Sill Top Plate or irder (Toe—nailed) 4 — 8d per joist TEL 631-477 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe—nailed 2 — 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—nail( 2 — 8d each end OWNERS Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (FacED GALVANIZED METAL CONNECTORS BY —nailed) 3 — 16d each joist ¢ SHAWN & JAMIE DROSKOSKI ATJoist on Ledger to Beam (Toe—nai ed) 3 — 8d per joist z 27835 ROUTE 25 WITH RAT "TECO" APPROVED EQUAL Band Joist to Joist End—nailed) 3 —16d per oist ORIENT, NY 11957 Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per oat jamie.droskoski@gmail.com � 1 9 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of panel, 12" o.c. interior E>-/ 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" of panel o.c. EXTERIOR EDGES AND 6 d @ 12" O.C. Diagonal"Boar, Sheathing " , ' �W 0 1 x 6 or 1 x 8 2 — 8d per support `�` INTERMEDIATE. 1" x 10" or wider 3 — 8d er support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING ' ,: AND WATERPROOFING SHALL BE BY ARCHITECT. - Gypsum Wallboard 5d 7" edge / 10" field s 4: .. r} � 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING ��iF� ����` AND STUD WITH GALVANIZED HURRICANE TYPE .� ' .N CONNECTORS BY "TECO OR APPROVED EQUAL FOR Structural Panels 8d 6" edge / 12" field @ TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CUPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field CONNECTIONS. 25 / 32" 8d 3" edge / 6" field z 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD—I—BEAMS AND LVLGypsum Wallboard 5d 7" edge / 10" field f PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND Hardboard 8d 6' edge / 12" field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6 edge / 12 field N AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing o N STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND1„ x 6" or 1" x 8" 2 — 8d per support BEARING POINTS AT A MINIMUM. 1 x 10 or wider 3 — 8d per support z N HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. Structural Panels o DATE: 12/12/2023 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6" edge / 1�" field W SCALE: N.T.S. GALVANIZED MACHINE BOLTS @ 12" O.C.. greater than 1" 10d 6" edge / 6 field Nailing Schedule Diagonal Board Sheathing o FRAMING NOTES 1: x 6""or 1" x 8" 2 — 8d per support " 12 12 0 12 12 Y W OR: TRUSSLOK CONNECTORS BY 'FastenMaster' @ 16" O.C. Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed � DWG. NAME 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall A-10 be doubled , or alternate connectors , such as shear plates , shad be used to maintain the load path. E2 When wall sheathing is continuous over connected members , the tabulated number of nails shalt be permitted to o DWG. NO be reduced to 1 — 1Tid nail per foot. 57) 0 m N N DC7 ' I n . —. —- m .W . —. w � I C = N 1_W _ Z _ 1211 CD SCJ � I � D� I C =� N 'I r-1 12 1) I I C O W C �O W C V I I I I I I I I n o N • m= = N r 121) -Z-1 � z I z . — . — . — . J I � N 0 I 0o z m c7 I 1 oma r p f r' I� r .ye? G ®COPYRIGHT 2023 FRANK W. UELLENDAHL, R.A. �rn ���� rrv� �,ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ERA LAW. A>T,IAIJS`?AN AND ARE THE SOLE PROPERTY OF FRANK W. UELLENDAHL R.A.THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENCED EXCLUSIVELY TO THE BUYER. cli Fm DROSKOSKI p C rn ro ®_ v,m I -1vrT��r�T --o rTl 7�am z b W 01/26/2024 AMENDMENT x FFnno ` / o 12/12/2023 BUILDING PERK APPLICATION 3 �