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Home My WebLink About52083-Z a TOWN OF SOUTHOLD 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#: 52083 Date: 07/09/2025 Permission is hereby granted to:. Lisa H Jacobs 170 Emory Rd Cutchogue, NY 11935 To: Construct a new single-family dwelling as applied for perZBA and SCHD approvals. Premises Located at: 955 Lilac Ln, Cutchogue, NY 11935 SCTM# 104.4-14 Pursuant to application dated 05/09/2025 and approved by the Building Inspector. To expire on 07/09/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,991.00 CO Single Family Dwelling-New $100.00 Total $3,091.00 lk lb 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 littps://www.southoldtownny,gov Date Received APPLICATION FOR BUILDING PERMIT —71 For Off. Sad �j _ JUN 7 2023 PERMIT NO, Builuing 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. Date: 06/02/2023 OWNER(S)OF PROPERTY: Name:Galia Meiri and Oren Meiri, Executors SCTM #`l000-104-1-14 Project Address:955 Lilac Lane, Cutchogue, NY 11935 Phone#:845-987-9026 JEM�11 :galia1818@gmail.com Mailing Address:1 200 Riverside Drive, #1271, Reno, NV 89503 CONTACT PERSON: Name: Martin Finnegan, Esq, Mailing Address:POB 1452, Mattituck, New York 11952 Phone#:631-315-6070 Email:mfinnegan9northfork.law DESIGN PROFESSIONAL INFORMATION: Name:TBD Mailing Address; Phone#: Email: CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Residential Vacant Land -Sin le Family Existing use of property. a a d Intended use of property:Single Y Residence Zone or use district in which premises is situated„ Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. IN Check r Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in 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. Martin D. Finnegan Application Submitted By(print nam,0- ®Authorized Agent ❑Owner Signature of Applicant: Date: �JSIZUZ� STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Martin D. Finnegan ,being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, Agent (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�Y1�� 20 Z-3 �. Notary Public 9MMITZE11 A 111SE NOTARY PUBLIC-STATE OF NEW YORK applicant is not the owner IN SUF N0 (Where the a p p ) QUALIFIED N UFFOLKLK COUNTY EXPIRES SEP2&20- See attached 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 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Patricia Acampora ." " Southold,NY 11971-0959 Eric Dantes Office ceLocation: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://soutbolchownny.gov RECEIVED ZONING BOARD OF APPEALS 6 t:IS Ay-\ TOWN OF SOUTHOLD NO 2 0 2023 Tel. (631)765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF NOVEMBER 16,2023 ZBA FILE:47840 NAME OF APPLICANT: Galia Meiri and Oren Meiri,Executors PROPERTY LOCATION: 955 Lilac Lane,Cutchogue,NY 11935 SCTM: 1000-104-1714 SE RA DEN ATI N.: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. S FO1..K 2&TY ADMU9SMT1VE CODE:: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWItP DETERMl TION. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. ROPERTY FACTS/DESCRIPTION: The subject, non-conforming,23,575.35 square feet, .54-acre rectangular shaped lot located in the R40 Zoning District measures 90.08 feet along Lilac Lane, then runs north 257.10 feet along a residentially developed lot to the west, then runs east 90.00 feet along a residentially developed lot to the north and returns 267.74 feet along a residentially developed lot to the east. The subject parcel is undeveloped, however,a building envelope with code compliant zoning setbacks is illustrated,as shown on the survey prepared by Kenneth M. Woychuk,Licensed Land Surveyor,and dated May 20,2023. BASIS OF A_PP JCATION: Request for a Variance from Article II, Section 280-9A(1) and the Building Inspector's July 13, 2023, Notice of Disapproval based on an application for lot recognition and to legalize a lot created by deed on October 22, 1980 at; 1)lot having less than the required lot width of 100 feet which no longer conforms to Bulk Schedule AA; located at: 955 Lilac Lane,Cutchogue,NY. SCTM#1000-104-1-14. RELIEF RE STED: The applicant requests a variance for a lot width of 90 feet where the code requires a minimum lot width of 100 feet.This lot was created by deed with a sufficient lot width on August 13, 1965,meeting requirements of Bulk Schedule AA.However,due to a surveyor's error,the deed was corrected,and recorded again on October 22, 1980,to illustrate insufficient lot width,not conforming to Bulk Schedule AA, therefore requiring lot recognition by the Zoning Board of Appeals. ADDITIONAL INFORMATION: Prior to the public hearing a letter of opposition, signed by several neighbors, was received by the Zoning Board of Appeals. During the public hearing, an immediate neighbor spoke against this application. This neighbor also provided the Board with a copy of a 1954 deed. Pagef2,.November 16,2023 #7840,Meiri SCTM No. 1000-104-1-14 Prior to the public hearing the applicant's agent provided the Board with a Memorandum of Law;this document was also distributed to the Board members at'the.public hearing. Substantial discussion occurred during the public hearing relative to the history of the subject property,deeds and deed description,adjacent properties,and their deeds. The applicant's agent submitted a detailed handArawn map illustrating the various owner's /deeds over approximately a 70-year period. The applicant's agent stated that a conforming residence can be built within the code required building envelope. Testimony was offered, including submission of variance relief granted in Zoning Board of Appeals file #7704 dated November 21,2022,illustrating the character of the immediate neighborhood. INGS OF FACTI REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 2,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 26'-h 3 b 1 . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding neighborhood is characterized by similarly sized parcels with varying lot widths. Lot width of parcels on Lilac Lane vary from 53 feet to 135 feet. Many lots do not share the conforming depth of the applicant's parcel. The character of the residential neighborhood is of modest houses on irregularly shaped lots. Therefore,there will be no change in the character of the neighborhood. 2. Town.Law 267« 3 b The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. As a result of an error made in the original 1965 deed description, corrected to reflect a 90-foot,non-conforming lot width in 1980,the applicant cannot develop the site. Variance relief is the only way possible for the property owner to have the lot recognized as a developable parcel. 3. Town Law 2"67-h 1 . The variances granted herein is mathematically substantial,representing 10%relief from the code.However,the applicant submits the relief required from the lot width requirements of Bulk Schedule AA is 10 feet and therefore not mathematically substantial since the resulting lot will be similar in size and lot width to other lots in the neighborhood. 4. Town Law §Z§7zb 3 b 4. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and when developing the lot,and install a Suffolk County Board of Health approved Innovative Advanced(I/A)sanitary system. 5. Town.Law 267- 3 . The difficulty has been self-created. 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 limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 26 -b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of lot recognition for a 90 feet wide residential building lot while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 3,November 16,2023 #7840,Meiri SCTM No. 1000-104-1-14 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 26 7-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variance as applied for,and shown on the survey prepared by Kenneth M.Woychuk,Licensed Land Surveyor,and dated May 20,2023. The Board reserves Ilse right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of noncoslformity. UVIPORTANT LIMITS ON THE ,tPPROVAL S GRANTED HEREIN Please Read Carefuil Any deviation from the survey,site plan and/or architectural drawings cited in this decisions,or work wweeding -the scope of the reeff granted herein, will result in delays and/or a possible denial by the Building Department of a building-permit and/or the issuance of a Stop Work Order, and may require 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 under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future 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. TEM LEVHTS ON THIS 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 to exceed three(3) consecutive one(1)year terms. IT IS TILE PROPERTY OLANER?S SPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME 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 Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert. (5-0) slie Kane- eisman,Ch irperson Approved for filing It 117 /2023 Generated by REScheck-Web Software Compliance Certificate Project 955 Lilac Lane Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 2,324 ft2 Glazing Area 15% Climate Zone: 4 (5572 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: 955 Lilac Lane Lisa Jacobs Cutchogue,NY 11935 Ijacobs928@msn.com Compliance: 5.5%Better Than Code Maximum UA: 491 Your UA: 464 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. v oan.:.d 1A 1 4„4'V;W r ire.`'i"�o� a Mk r 0 uU1 ljo M ti. "110 4s W w 11 ,.i av:ti 0 1,1110.r,;',` i 1JMhJ�io7 dJCI'i, 0 i 0...;.w "1�4 , A'r ,.. ..n.4 td nr, 4'!.... 44 • e Hot Roof: Cathedral Ceiling 2,324 30.0 0.0 0.034 0.026 79 60 AGW: Wood Frame, 16" D.C. 2,950 27.0 0.0 0.051 0.060 124 146 Front Door:Solid Door(under 50%glazing) 48 0.350 0.320 17 15 Windows:Vinyl Frame 474 0.300 0.320 142 152 SHGC: 0.30 AGW Garage: Wood Frame, 16" D.C. 141 15.0 0.0 0.077 0.060 it 8 FDW Main:Solid Concrete or Masonry Wall height: 7.8' 1,666 0.0 14.0 0.049 0.059 81 97 Depth below grade:6.8' Insulation depth: 7.8' Basement Door:Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 1 of10 • e FDW Exposed:Solid Concrete or Masonry Wall height:7.8' 112 0.0 14.0 0.058 0.059 6 7 Depth below grade: 3.8' Insulation depth: 7.8' 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. 5/9/2025 Name-Title Signature � Date Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 2 of10 do� 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 103.1, Construction drawings and ❑Complies Requirement will be meta 103.2 documentation demonstrate ❑Does Not [PRJ]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Nat Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.'i Heating and cooling equipment is Heating: Heating. ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: 601 Manual J or other methods ❑Not Observable approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Req.113 insulation R-value.Where interior R_ R_L._ . -^-^ ❑Does No]I __ 402.1i1 insulation isused verification basement wall R R ❑Com lies See the Envelope Assemblies [F04] t ;table for values. i ❑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 Requirement will be met. [FO511 insulation installed per ❑Does Not manufacturer's instructions. ��w ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F0611 insulation depth of burial or ❑Does Not table for values. distance from top of wall. []Not Observable []Not Applicable �.� W__....... 303.2.1 A protective covering is installed ❑Complies Exception: Requirement is [FO1112 to protect exposed exterior ❑Does Not not applicable. insulation and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 3.9 Snow-and ice-melting system ❑Complies Exception: Requirement is [FO1212 controls installed. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Medium Impact{Tier 2) 3 Low Impact(Tier 3) High Impact(Tier 1) 2.. Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 4 of10 Section � # Framing/Rough-In Inspection Plans Verified Field Verified Complies. Comments/Assumptions & Req.ID Value Value .1.4021, Door U-factor.-..m._m....._........ U U- ❑Complies See the Envelope pe Assemblies 4023.4 ❑Does Not table for values. [FRJ]1 []Not Observable ❑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 Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance []Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 'installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3 1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated>= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and ❑Not Observable 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 Requirement will be met. [FR1311 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 be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable .� , . ...._.__ _.m.... _ . �,r_ .... .. _ ...... 403.4 HVAC piping conveying fluids R- R ❑Complies Requirement will be met. [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to aR- 3 :❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Compl'ies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1�Hig p p mmm3 ow Impact(Tier 3) h Impact(Tier 1) 2 Medium Impact(Tier 2) � L� ww-uuu Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 5 of10 section !i Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & ReglDj 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(lfier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 6 of10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptlons & Req.ID _. ....- _ ...__._ _. ........ . _ ._............... .. 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 11i4 of the ❑ Wood ❑ Wood ❑Does 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 Wall insulation is installed per ❑Complies 'Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier T. 2Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 7 of10 WWI , Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &�Reg.113 Value Value 402.1.1, Ceilinginsulation R-value. ❑R- ❑R- ❑Com lies See the .._...._...__...v i p e Envelope Assemblies 402.2.1, Wood Wood ❑Does Not tablfor values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E[FI1]1 El Applicable .... ....w. _..m. .... ._ .........-. 303.1.1.1, 'Ceiling insulation installed per []Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ftz. []Not Observable ❑Not Applicable 402 2.3 Vented attics with air permeable ❑Complies Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and doorm R- R _... _.. ❑Comml t plies Requirement will be met. [FI311 insulation all-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies Requirement will be met. [FI17]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 Requirement will be met. [FI27]1 determine air leakage with ftz ftz ❑Does 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 handier enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI411 cfm/100 ft2 across the system or ftz ftz ❑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. i403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI2411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [Fl9]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 Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Exception. Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) . .. m2 mMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 8 of10 7 c Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions _& Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. 5]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 403.2 Hot water boilers supplying heat ❑'Complies Exception: Requirement is [F126]2 through one-or two-pipe heating ❑Does Not not applicable. 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 Exception: Requirement is [FI28]' have a circulation pump.The ❑Does Not not applicable. 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 syst�_...�.... ,� ��. �..... ... _.�� _._ ..... ..... ems ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. _ _..... ....... �,m.....�.. .,.......� .... ... , 403.5.2 Demand recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. .� w_. .,� ...................._.� 404.1 90%or more of permanent ❑Complies Requirement will be met„ [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1 1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable � mm ❑Not Applicable 3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable �. 1 g p p t(Tier 2j3 , t(Tier 3) �Hi h Impact(Tier 1) 2 Medium Im ac Low Impac ®� Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 9 of10 w . a section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & 303.3 Manufacturer manuals for ❑Complies Requirement will be me t. [FI18P mechanical and water heating []Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 �,High Impact(Tier 1) �2 Medium Impact�'T�er 2) 3 Low Impact(Tier 3) Project Title: 955 Lilac Lane Report date: 05/09/25 Data filename: Page 10 of10 t � i Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): ® ee ® IMa Window 0.30 0.30 Door 0.35 ® . 1 M Heating System: Cooling System: Water 'Neater: Name: Date: Comments 1. THE OWTS SHALL BE MODEL CEN-5 MANUFAC USA. �P 15 ° 2. THE. DESIGN ENGINEER, FIUJICLEAN USA REPRE ZONED R-40 REPRESENTATIVES SHALL OBSERVE THE INSTALLA AND LEACHING SYSTEM. APPROVAL FROM ALL T' ID BACKFI LL. NON—CONFORMING LOT FRONT YARD: 40' MIN 3. THE SYSTEM START UP WILL BE COMPLETED L SUPERVISION OF A FUJICLEAN USA REPRESENT'AT SIDE YARD: 15' MIN, 35' TOTAL REAR YARD: 50' MIN 4. AN EXECUTED OPERATION AND MAINTENANCE THE MAINTENANCE PROVIDER AND PROPERTY OW SUBMITTED TO THE SUFFOLK COUNTY DEPARTMEb MAX. GROSS FLOOR AREA: 3,350 S.F+(10%x3575)=3707 S.F ----- SERVICES (SCDHS) PRIOR TO APPROVAL OF THE Design Professional's Certification Required. REGISTRATIONo NBi THE SCDHS SANITARY CODE. NACCORDANCE W Submit P.E. or R.A. Certification Per System e Sewage Disposal ' nand Construction Of the Se The Installation Y i PROPMED SITE PLAN ale, 1° _ -" 1-yip, Use Form WM-073 SP—I 2S�VZI VENTILATION PIPE SCUM SAFFL' B 4"INLET P'I 3 " FUJICL, EAN INLET BAFFL •. a RECIRCULATION PM LOWd BAFFLE :2"AIR '� CLEANING OPENING) ( SUFFOLK COUNTY DEPARTMENT HEALTH SERVICES ,.. FLOW OPENING(TYP, B PLAN VIEW 18"MANHOLE gTYP' 18'MANHOLE 5T"#'P' PERMIT FOR APPROVAL, OF COi �CTION FOR 2d"MANHOLE C7YP" SINGLE FAMILY ............ 4" !�" o It "Via, x Q2 3. , ,,: DATE 2/20/2025 25-0214 APPROVED SECTION A-A VIEW IFOR MAXIMUM OF, 4 BEDROOMS TREATMENT SANITARY SYSTEM DETAIL, FUJI EXPIRE'S THREE YEARS FROM DATE OF APPROVAL, SP—I I oMPAN nIL I f ZANIJ 00, OG G � ; 1 SP e ' Nip PALE BROWN SAND r� " 17.4' SP o ,SO a WATER 1.4' Ems/. WATER IN 63 PALE BROWN SAND 0:0 eNOTE: ALL 0 j TREATMENT C O PREVENT GA! ` Rk_ � o 10� b pIOJ PGP�Z O 8' DIAMETER BY 2`- DEEP STORM DRAIN �yj z f?� C}" XAf O 0 7 TO SP \ ONE-STORY FRAMED PANEL ELECTRICAL RESIDENCE - n B' DIAMETER BY 2' (4 BEDROOM) DEEP STORM DRAIN FF 21.6 ELEV. CONTRC 51LE I � DON: IA '� SANITARY SYSTEM SURVEY DONE BY KENNETH M WOYC14UK LAND _ V, SURVEYING, PLLC GARAGE DATED 1/I6/25 ELEV MAP OF NA55AU FARMS . FILED MARCH 25, 1935 NO. 1179 3p pQ' j LOT SIZE: 23,575.35 (0.54 ACRES) `ffi 1 V DIAMETER BY 2' cFE DEEP STORM IN 1 TEST HOLE . o_ 18 qoAr G419Q ZONED R-40 ` NON—CONFORMING LOT oil FRONT YARD: 40' MIN SIDE YARD: 15' MIN, 35' TOTAL REAR YARD: 50' MIN MAX. GROSS FLOOR AREA: 3,350 S.F+(10%x3575)=3707 S.F, Design Professional's Certification Required. Submit P.E. Or R.A. Certification For 1 The Installation and Construction Of the Sewage Disposal System ED SITE PLAN Scale: P 30'-0' Use For W M- 7 'a - - - 4"INLET PI AN I /A OWTS 3'-3-" INLET P-'Wr. M REGIROULATIC _. TOF HtALi ri FLOW OPENINC FU-'-%R APPROWAL OF CONS I RUK C,111 ONFO"R A 18" SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS ® MARVIN ELEVATE TWIN CASEMENT ELCA 3763-2 25.g8 SF. 24.76 SF. 31.66 SF. YES 3 WIDE AWNING ® MARVIN ELEVATE CASEMENT ELCA 3747 q.45 SF. 6.0k SF. 11.75 5F. YES © MARVIN ELEVATE CASEMENT ELCA 3763 12.g9 5F. 12.38 5F. 15.78 SF. YES ® MARVIN ELEVATE FIXED AWNING ELCAP 7323 FIXED 8.31 SF. 11.56 SF. NO [E MARVIN ELEVATE CASEMENT ELCA 3771 14.76 SF. 14.09 SF. 17.78 5F. YES �F MARVIN ELEVATE TWIN CASEMENT ELCA 3771-2 29.52 5F. 28.18 SF. 35.56 5F. YES G� MARVIN ELEVATE TWIN CASEMENT ELCA 375q-2 24.22 SF. 23.06 SF. 29.56 5F. YES MARVIN ELEVATE TWIN CASEMENT ELCA 3747-2 18.90 SF. 17.92 SF. 23.56 SF. YES QJ MI WINDOW VINYL BASEMENT SLIDER BASEMENT 32'W. X IB"H. Q MARVIN ELEVATE TWIN CASEMENT ELCA 3735-2 13.60 5F. 12.50 5F. 17.59 SF. NO MARVIN ELEVATE CASEMENT ELCA 3735 6.W 5F. 6.40 SF. 8.78 5F. NO Ss 1. ALL MARVIN WINDOWS TO BE ELEVATE SERIES WITH WHITE EXTERIOR/ WHITE INTERIOR, STANDARD WHITE HARDWARE, WRITE SCREENS, APPLIED EXTENSION JAMBS FOR 4-9/16' THICKNESS. GYPSUM RETURNS WITH 5/4' PAINTED WOOD SILL. 2. ALL GLAZING TO BE LOW-E2 WITH ARGON, UNLESS NOTED OTHERWISE. TEMPERED LOCATIONS CALLED OUT ON PLAN IF ANY. 3. ALL EGRESS OPENINGS TO BE WITHIN 44' A.F.F. 4. GLAZED OPENING PROTECTION 514ALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON 514EET W-1. DOOR SCHEDULE EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS ( 6� x 8 THERMA TRU CLASSIC CRAFT DOUBLE HINGED CCA82310XK-5DLF4 AMERICAN FIR SERIES WITH WIDE 5DL (REEDED GLA55) 3 x 7 THEWA TRU FIRE -RATED HINGED 90 MIN. RATED SELF W/ CLOSING HINGES U3 6 Q x 8 MARVIN ELEVATE IN -SWING FRENCH DOOR ELIFD 6M �4 3�x 8 MARVIN ELEVATE IN -SWING FRENCH DOOR ELIFD 3080 O 6 x 6 MARVIN ELEVATE GLIDING FRENCH DOOR EL5FD 6W 3 ¢ x 6 THERMA TRU 5PWM STAR RINGED INTERIOR DOORS SYMBOL SIZE TYPE REMARKS ® 2f x 7 HINGED ® 2� x 7 HINGED O 2 x 7 HINGED O 2 x 7 Q HINGED kL)2 x 7 POCKET USE LARGER DOOR SLAB TO ENSURE 2'-8' FINISH OPENING O 2 x 7 Q HINGED PROVIDE W=ATHERSTRIPPING �G 6 ¢ x 7 BI-PASS O 6 p x 7 DOUBLE HINGE PROVIDE CONCEALED MAGNETIC CATCHES NOTES: 1. ALL MARVIN DOORS TO BE ELEVATE SMIE5 WITH WHITE EXTERIOR/ WHITE INTERIOR, STANDARD WHITE HARDWARE, WHITE SCREENS, APPLIED EXTENSION JAMBS FOR THICKNESS. 2. ALL GLAZING TO BE LOW-E2 WITH ARGON, UNLESS NOTED OTHERWISE. TEMPERED LOCATIONS CALLED OUT ON PLAN IF ANY. 3. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MI551LE TEST OF A5TM E iq% AND OF ASTM E IBM. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. 4. INTERIOR DOORS TO HAVE 11/16' FINGER -JOINTED PRIMED IAMB5, STANDARD EASED EDGE STOPS, STAIN NICKEL HINGES, PANEL DESIGN BY OWNER S. EXTERIOR FIBERGLASS DOORS TO HAVE ROT -RESISTANT JAMBS AND COMPOSITE ADJUSTABLE SILLS. TYPICAL CORNIER HOLDDOWN DETAIL: OUTSIDE CORNER CONDITION I I ICt INSIDE: CORNER CONDITION 4.I I in r �-=----� NOTES: ADJUST LOCATION OF CORNER HOLDDOWN TO ALIGN WITH CENTER LINE OF EXTERIOR WALL ABOVE WALL LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED ® NEW 2' X 4' WOOD FRAME WALL ® NEW 2" X 6' WOOD FRAME WALL LOAD BEARING WALLS NEW P.C. CONCRETE WALL FIRE BRICK STANDARD BRICK EZM DROPPED MASONRY FOOTING SCHEDULE WALL FOOTING SYMBOL 51ZE REBAR REQUIREMENTS WF-I WF-2 12'x24' 8'xl6' (3) #5 REBAR CONTINUOUS (2) #5 REBAR CONTINUOUS COLUMN FOOTING SYMBOL SIZE REBAR REQUIREMENTS F-I F-2 F-3 24'x24'xl2' 30'x3O'xl2' 75'i6612' (2) #4 REBAR EACH WAY (3) #5 REBAR EACH WAY (3) #5 REBAR ONE WAY (6) 95 REBAR ONE WAY PIER FOOTING SYMBOL SIZE P-1 P-2 P-3 18' DIA. X 36' DEEP 24' DIA. X 36" DEEP 12' DIA. X 56' DEEP >Cfv IAInA"riml 01 ALI U47 520S3— Asscssws loq-l—ly i k .,. -/E n: pp� tW BU r dr E ter..R e. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SPEED (MPH) TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND-BORNE DEBRIS ZONE SEISMIC DESIGCATN SUBJECT TO DAMAGE FROM WINTER DESIGN TEMPERATURE ICE SHIELD RREDQUIRED ENT FLOOD HAZARDS WEATHERING FROST LINE DEPTH TERMITE DECAY 25 130 YES YES I B SEVERE 36' MODERATE TO14EAVY SLIGHT TO MODERATE 15 YES N/A ABLE OF CONTENT COVER - PROJECT INFORMATION A -I - FOUNDATION PLAN A-2 - FIRST FLOOR PLAN A-3 - ROOF PLAN A-4 - BUILDING SECTIONS A-5 - BUILDING SECTIONS A-6 - BUILDING ELEVATIONS A-7 - BUILDING ELEVATIONS W-1 - DETAIL WALL SECTION AND ELEVATION W-2 - TABLES, SCHEDULES AND DIAGRAMS FLOOR AREAS FIRST FLOOR SQUARE FOOTAGE - TOTAL LIVING AREA - SCREENED -IN -PORCH - ATTACHED GARAGE - DESIGN LOADS USE LIVE LOAD CLB/50FTJ DEAD LOAD CLB/59FT.] EXTERIOR BALCONIES 60 10 DECKS 40 10 PA55ENGER VEHICLE GARAGES 50 10 ATTICS WITHOUT STORAGE 10 10 ATTICS WITH STORAGE 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 10 GUARDRAILS AND HANDRAILS 200 10 GUARDRAILS IN -FILL COMPONENTS 50 10 FIRE ESCAPES 40 10 WALL LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED E WOOD / 7 EM NEW 2' X 6' WOOD FRAME WALL r•r BEARING WALLS CONCRETE OMM FIREBRICK M; ;.;ge, STANDARD BRICK DROPPED MASONRY SYMBOLS: PRESCRIPTIVE DESIGN METHODS 130 MPH WIND ZONES INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - FAMILY DWELLINGS (2015 EDITION) ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS W-1 AND W-2. I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-00 INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND DRAWINGS ON SHEET W-2. 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WIT14 THE NAILING SCHEDULES OF SHEET W-1 TABLE 3.4A, 3.9A. 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE FOUNDATION AND BROUGHT UP THROUGH TOE SILL PLATE. 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET W-1 TABLE 3.1. 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S SPECIFICATIONS, 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET W-2. 5. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE WIDTH OF THE SWEATING SUBSTRATE BEING USED. S.D.® SINGLE AND MULTI -STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED G.M. 101 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED Q WINDOW DESIGNATION (SEE WINDOW SCHEDULE) O DOOR DESIGNATION (SEE DOOR 5CHEDULE) .�►—� SECTION MARK (DWG#/SHEET) DETAIL SECTION MARK (DWG#/SHEET) DETAIL DRAWING MARK (DWG#/SHEET) SCHEDULE OF AB5REVIATION5 A.D. ASH DROP A.F.F. ABOVE FINISH FLOOR BM. BEAM BRG. BEARING U. CEILING JOIST C.F.M. CUBIC FEET PER MINUTE CL05 CLOSET C.O. CLEAN OUT CON. CONCRETE C.M. CARBON MONOXIDE DETECTOR CSMT. CASEMENT C.T. CERAMIC TILE C. DRYER C.N. DOUBLE HUNG CIA. DIAMETER C.J. DECK JOIST CN. DOWN CW. DISHWASHER F.A.I. FRESH AIR INTAKE F.D. FLOOR DRAIN FDN. FOUNDATION F.J. FLOOR JOIST FP.S.C. FIREPROOF, SELF -CLOSING FTG, FOOTING FXD, FIXED W. GALVANIZED 4L. GLA55 N.B. 1405E BIBB N.C. HANDICAPPED HDR HEADER N.M.. HOLLOW METAL K.S. KITCHEN SINK LAV, LAVATORY L.G. LINEN CL05ET mot MECHANICAL MIN. MINIMUM MA>'. MAXIMUM MLDG. MOULDING M.O. MASONRY OPENING N.I.C. NOT IN CONTACT O.C. ON CENTER 0A. OVERHEAD P.C, POURED CONCRETE R. RI5ER ROD. RADIUS REF. REFRIGERATOR REINF. REINFORCED R.F. RESILIENT FLOORING R.R. ROOF RAFTER S.D. SMOKE DETECTOR SH. t PL. SHELF t POLE SWWR, SHOWER SQFT. SQUARE FEET TtG TONGUE # GROVE T.C. TERRA COTA TEMP. TEMPERED GLA55 T.O. TRIM OPENING TYI'. TYPICAL V.I.F. VERIFY IN FIELD W. WASHER W.C. WATER CLOSET WD. WOOD W.F. WATER FOUNTAIN W.H. WATER HEATER W.I. WALK-IN W.W.F. WELDED WIRE FABRIC AIR BARRIER AND INSULATION INSTALLATION TABLE R402.4.1.1 COMPONENT AIR BARRIER CRITERIA INSULATIGN' INSTALLATION CRITERIA A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR -PERMEABLE INSULATION SHALL. NOT BE USED GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. BREAKS OR JOINTS IN THE AIR BARRIER 514ALL BE SEALED. THE AIR BARRIER IN ANY DROPPED CEILING/5OFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER 174E INSULATION IN ANY DROPPED CEILING/50FFIT CEILING/ATTIC SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACE 514ALL BE SEALED. CAVITIES WITHIN CORNERS AND HEADERS OR FRAME WALLS SHAH BE INSULATED BY THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FIL1.INa T14E CAVITY WITH A ELLS PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIM Y' ,, OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERii+r,. L.'vE.OPE INSULATION FOR KNEE WALLS SHALL BE SEALED. FRAMED WALLS %'Pl 5E INSTALLED IN SUBSTANTIAL COV'T GT AND CONTINUOUS ALIGNMENT WITH'IVE AIR BARRIER. WINDOWS, SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE SEALED. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BF INSULATED. FLOOR FRAMING CAVITr INSULATION SHALL BE INSTALLED TO MA!r i AIN PERMANENT CONTRACT WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION SHALL BE ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE N CONTACT WITH THE TOP CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION. SIDE OF SHEATHING, OR CONTINUOUS INSULATION INSTALLED ON THE '"MDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. EXPOSED EART44 IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, CRAWL SPACE WALLS SHALL BE COVERED WITH CLASS I VAPOR INSULATION 514ALL BE PERMANENTLY ATTACHED RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWLSPACE WADS. DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE 514ALL BE SEALED. BATTS IN NARROW CAVITIES SHALL BE CUT TO NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BE PERMANENTLY ATTAVED TO THE CRAWLSPACE WALLS. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN GARAGE AND CONDITIONED SPACES. RECESSED LIGHT FIXTURES INSTALLED IN THE RECF55ED LIGHT FNTURE5 INSTALLED IN THE RECF55ED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR TO THE DRYWALL. TIGHT AND IC RATED. BATT INSULATION r41ALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR PLUMBING AND WIRING WALLS, OR INSULAT!114 T14AT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE 514ALL EXTEND BEHIND PIPING AND WIRING. THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND SHOWER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL TUBS SHALL BE I951ATED. EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. THE AIR BARRIER SHALL BE INSTALLED BE41ND ELECTRICAL/PHONE BOX ELECTRICAL OR COMMUNICATION BOXES OR ON EXTERIOR WALLS AIR-5EALED BOXES SHALL BE INSTALLED. HVAC REGISTER BOOTS THAT PENETRATE HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE 5UBFLOOR OR DRYWALL. WHEN REQUIRED TO BE SEALED, CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT 15 RECOMMENDED BY 714E MANUFACTURER. CALKING OR OTHER ADHE51VE CONCEALED SPRINKLERS SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. i ...... !w vvii .. architecture, p.c. P.O. BOX I254 PHONE (63I) 779-2832 JAMESPORT,NY 1�I947 FAX (63I) 779 2833 Proposed Residence For: LISA JACOBS 9SS Lilac Lane Cutchogue, New York S.C.T.M.# 1000- I 04- I - I 4 REVISIONS O05-0I-25 Issued for Permit 0 0- 0 0 0 0 0 0 0 0 0 SEAL Copyright 2024 STROMSKI architecture, p.c. All rights reserved The Architect reserves the right to reproduce this design in its entirety or any portion thereof. Unauthorized alteration of these documents is a violation of the New ork State Education Law. These drawings and specifications are an instrument of service and are the property of the Arch itecl These drawings and specifications are not to be used on any other project, except by written permission oFthe Arcb ect. In I PROJECT NO. 24-AR003 I I H In SCALF 1/4"=V-0"I DATE 05/0Iy2025 H Ii DRAWN BY TI.DI CHFCKFD BY I RS N TITLE Project Information SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRE55 REMARKS 52'-4' FA MARVIN ELEVATE TWIN CASEMENT ELCA 3763-2 25.98 SF. 24.76 5F. 31.56 SF, YES 3 WIDE AWNING � ® MARVIN ELEVATE CASEMENT ELCA 3747 9.45 SF. S.96 SF. 11.78 SF. YES 17'-10 © MARVIN ELEVATE CASEMENT ELCA 3763 12.99 SF. 12.38 SF. 15.78 SF. YES , � 7-2 7'-2 3'-0" 6'-7' 6'-T 2'-6' 3'-5' 5'-6' f , " ® MARVIN ELEVATE FIXED AWNING ELGAP 7323 FIXED 8.31 SF. 11.56 SF. NO 5-6 3-5 „ -- + nE MARVIN ELEVATE CASEMENT ELCA 3771 14.76 SF. 14.09 5F. 17.78 SF. YES Aff nF MARVIN ELEVATE TWIN CASEMENT ELCA 3771-2 29.52 SF. 28.18 5F. 35.56 5F. YES A-4 ® .._ ........,_ _., .... �,.. ...,, . �.,. . G� MARVIN ELEVATE TWIN CASEMENT ELCA 3759-2 24.22 5F. 23,06 SF. 29.56 SF. YES © © .. -<; 0 VIN TE TWIN CASEMENT 47-2 18.90 SF 17A2 5F. 23.56 5F. YES architecture, p.c. J MI WI VINYL 1 EMEN7 IDER EMENT 32'W. X 18"14. (2) 1-3/4' X 9-14' LVL HDR I �K MARVIN ELEVATE TWIN CASEMENT B..CA 3735-2 13.60 5F. 12.80 5F. 17.59 5F. NO P.O.BOX I254 jAMESPORT,NY I I 47 QL MARVIN ELEVATE ICASEMW I ELCA 3735 6.80 SF. 6.40 SF. 8.75 SF. NO ' Flx;-�_�X i PHONE(63I)779-2832 FAX(63I)779- 33 :o I f A-5 C4A REAR DECK ' A-5 RVIN WINDOWS TO BE ELEVATE SERIES WITH WHITE EXTERIOR/ WHITE INTERIOR STANDARD WHITE HARDWARE WHITE SCREENS APPLIED EXTENSION JAMBS FOR 4-9/16' /5 S. GYPSUM RETURNS WITH 5/4' PAINTED WOOD SILL. r t SYNTHETIC DECKING R TIE AZING 70 BE LOW-E2 WITH ARGON, UNLESS NOTED OTHERWISE. TEMPERED LOCATIONS CALLED OUT ON PLAN IF ANY. '14 @16' ONC ER i RESS OPENINGS TO BE WITHIN 0 A.F.F. .� N OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 18%. IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED I o D STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10 AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING ❑E M. BEDROOM , PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. `9 HARDWOOD FLOOR `r A OIL. �o FLAT I SLOPED (2) 2' X 10' HDR (2) X 101 HDR (2) 2" X !0" NDR CEILING I CEILING �, I f I � DOOR SCHEDULE EXTERIOR DOORS 6' 1e'"2" 6' 3'-4' 4' 3'-2' 6' ` � b SYMBOL 51ZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS E o I (2) 1-3/4' X 7-1/4' FLUSH UI 6¢x 8 THERMA TRU CL�ISSIG GRAFT DOUBLE HINGED CCA82310XK-5DLF4 AMERICAN FIR SERIES WITH WIDE SDL (REEDED GLASS) x ��" SCREENED-IN-PORCH I LVL M�2a a HINGED ` z MASONRY PORCH 4 Proposed Residence For: 3 x 7 tHERMA TRU FIRE-RATED 90 MIN. RATED SELF W/ CLOSING HINGES +ri ! � w� �+ P �3 6'x 8' MARVIN ELEVATE IN-SWING FRENC14 DOOR ELIFD 6080 � '.us� 0 4 3Q MARVIN ELEVATE IN-SWI ELI 3080 x x 8 NG FRENCH DOOR FD � � B LISA 5 b x 8 MARVIN ELEVATE GLIDING FRENCH DOOR ELSFD 6080 DOWN 41_6" 4'-0' 3-8 I O 3�x 6� THERMA TRU 5r1170TH STAR HINGED � � 6 ' � JACOBSINTERIOR DOORS :A ;,� O v 2 X 8 CEILING JOIST OJam N CENTER ° -` "-'N OE SYMBOL SIZE TYPE REMARKSII A� 2 E x 7 2 HINGED ® j O M• BATH v Q Q N® I CERAMIC TILE 2 x 7 HINGED O I �tl I 2A x 7 Q HINGED ;Q 1 o ® 2 x 7 HINGED $ I `i i i iv 6� 3'-('" 4" O 51-8" I� III i i 2�x 7 2 POCKET USE LARGER DOOR SLAB TO ENSURE 2'-8" FINISH OPENING G� ;� 1y c:•I i Q � � r„ 2 x 7 HINGED PROVIDE WEATHERSTRIPPING b -` DINING ROOM xi i i `° i m O 6�x 7 BI-PASS _ E �-,� �-�,` HARDWOOD FLOORS �H 6¢x 7 DOUBLE HINGE PROVIDE C04CEALED MAGNETIC CATCH 1 ES s.D. I9 N li 955 Lilac Lane A-4) �' 6' COLLAR TIE I O II Cutchogue, New York NOTE 1 Im :° i 16' ON CENTER i S D �i A-4 S.C.T.M.#I 000-I 04-I-I4 I. ALL MARVIN DOORS TO BE ELEVATE SERIES WITH WHITE EXTERIOR/ WHITE INTERIOR, STANDARD WHITE HARDWARE, WHITE SCREENS, APPLIED WEN51ON JAMBS FOR 6-9/I6' � I`' I :° it 1 REVISIONS THICKNESS. � SLOPED ' FLAT o � f� _ o 2. ALL GLAZING TO BE LOW-E2 WITH ARGON, UNLESS NOTED OTHERA115E. TEMPERED LOCATIONS CALLED OUT ON PLAN IF ANY, _ � CEILING I CEILING � • - 3. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF TIE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886. IF IMPACT RESISTANT GLAZING I5 NOT PROVIDED O WALK-IN II �+ fn O 05-0I-25 Issued for Permit THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS �-+OF 7AV AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING I o + I! 6 BATH HARDWooD d O ALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENID A5 PER TABLE R3012.12 ON SHEET W-I. I i " 4. INTERIOR DOORS TO HAVE 11/16" FINGER-JOINTED PRIMED JAMBS, STANDARD EASED EDGE SLOPS, STAIN NICKEL HINGES, PANEL DESIGN BY OWNER � - � Z, I I C.T. 9'2 4° l 5. EXTERIOR FIBEKLA55 DOORS TO HAVE ROT-RESISTANT JAMBS AND COMPOSITE ADJUSTABLE SILLS. � _ I � GREAT ROOM , , O c I 19'-10" X 26'-8" 1 3' WIDE X 2 HIGH WOOD a DJF O Cr f f- M I FRAMED I IOR (3) 3 WIDE X 4 II HIGH WOOD FRAMED INTERIOR WINDOW WIT 4 I/4' GEIL m ' WINDOW WITH 1/4' ,SAFTEY GU 55. TOP OF 0 I .. 5AFTEY GLASS. TOP OF IWINDOW T-I" ° I WINDOW T-11' ° ( I O O v I I A I .ta INTERIOR TRIM NOTES: _ _ I. ALL WINDOWS TO HAVE GYPSUM( BOARD RETURNS WITH 5/4" EASED 6" 13'-10" 6' EDGE SILLS 19'-10' 6' 3'-4' 4' 3'-0' F4' O LO 2. INTERIOR AND EXTERIOR DOOR"i TO HAVE I" X 4' FLAT STOCK j 1 j-� I 2' 6" COLLAR TIE CASING II I CH N ;1;0 ; I6' CENTER S.D. B 2' X 8' CEILING JOIST O 8 16' ON CENTER 3. BASE MOLDING TO BE 5/8" X 5-1/2' FLAT STOCK WITH HARDWOOD FLU: EASED TOP I O EDGE �I�m fx � BEDROOM 2 N `D z 00 I m i IX L HARDWOOD FLOOR Q O I I 00 ' I N _ N I Ir _-- 1-3/4" X 9_1& LVL HDR `r O ---- - 31---- II O cr a ° ENTRY �1 4" 3'-41 N IIO IF CERAMIC TILE ° O 9'-4' 6' 104 to 6' u, 11'-4' 4' ,[2' 6 3'-2' 4' 1 - O - 4 P A MUD ROOM PANTRY �� ° O �U CERAMIC TILED CERAMIC TILE ' O 0 p 4 S.D. 70� Oz 79 a ° SEAL x 5'-2' 6' x 0 4'-8" II � t�' 2 N /4' X -1/2' LVL H �� II :� BEDROOM 1 AF? -� ffl II HARDWOOD FLOOR 4 '�. C�/ 3'-11, 5' :a 2' X 6' LEDGER 2'tt ' 4' 12'-8' N `� ® Sri?" Cti s u ..a if FRONT PORCH 5YNT14MC DECKING 2' X 8' CEILING JOIST 9� 029169 0 FB� �' 16' ON CENTER OF NE ''2211 Copyright 2024 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this A design in its entirety or any portion thereof.Unauthorized ------------- ---- ----- - 7�(______ ___ ( alteraaonof these documents isa violation of the New York Q ---------- ------- State Education Law.These drawings and specifications are an instrtement of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect. ¢ 2 A-4 PROJECT NO. 24-AR003 SCALE 1/4-"=1'-0" DATE 05/0I/2025 41 L(� rb ONE-CAR GARAGE DRAWN BY TI.D CHECKED BY RS _r`N) () p� EXPOSED CONCRETE 2 C `(� 2 J r � A_5 A_5 TITLE Proposed Floor Plans © OVERHEAD DOOR BY `CLOPAY' WITH SCREW DRIVE ELECTRIC OPENER 9'-2' 6'-10' SHEET f " \ A - 2 8`0 8'_0n 9'-5" 9'-5' 2'-10' 13'-2't FIRST' F PLAN Scale: v4" � 1'-0'f A-2 2,324 SQUARE FEET (230 S.F. S.I.P.) 161-0' I SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS REMARKS i ❑A MARVIN ELEVATE TWIN CASEMENT ELCA 3763-2 25.98 SF. 24.76 SF. 31.56 SF. YES 3 WIDE AWNING B MARVIN ELEVATE CASEMENT ELCA 3747 9.45 SF. 8.% SF. 11.78 5F. YES % iv © MARVIN ELEVATE CAS131ENT ELCA 3763 12.9g 5F. 12.38 SF. 15.78 5F. YES ® j MARVIN ELEVATE FIXED AWNING ELCAP 7323 FIXED 8.31 SF. 11.56 5F. NO ❑E MARVIN ELEVATE CAS13'IENT ELCA 3771 14.76 SF. 14.09 5F. 17.7B SF. YES ❑F MARVIN ELEVATE TWIN CASEMENT ELCA 3771-2 29.52 5F. 28.18 SF. 35.56 SF. YES 1$` ❑G MARVIN ELEVATE TWIN CASEMENT ELCA 3759-2 24.22 SF. 23.06 SF. 2g.56 SF. YES architecture, p.c, MARVIN ELEVATE TWIN CASEMENT ELCA 3747-2 18.90 SF. 17A2 SF. 23.56 5F. YES 11-0' I- - - - - - - - - - - - - - - - - - - � J MI WI EM 32'W. X IB'H. 1 I P.O.BOX I254 JAMESPORT,NY 11947 ❑K MARVIN ELEVATE TWIN CASEMENT ELCA 3735-2 13.60 SF. 12.50 SF. 17.59 5F. NO ELEVATE i i I I � PHONE(631)779-2832 FAX(63I)77 -2833 ❑L MARVIN ELEVATE CASEMENT ELCA 3735 6.80 SF. 6.40 SF. B.78 5F. NO I A-5 2 I I 2' X 12' ROOF RAFTER NOTESt 1. ALL MARVIN WINDOWS TO BE ELEVATE SERIES WITH WHITE EXTERIOR/ WHITE INTERIOR, STANDARD WHITE HARDWARE, WHITE SCREENS, APPLIED EXTENSION JAM35 FOR 4-9/ib' A-4 I I Of 16' ON CENTER THICKNESS. GYPSUM RETURNS WITH 5/4' PAINTED WOOD SILL. LU 2. ALL GLAZING TO BE LOW-E2 WITH ARGON, UNLESS NOTED OTHERWISE. TEMPERED LOCATIONS CALLED OUT ON PLAN IF ANY. (� 3. ALL EGRESS OPENINGS TO BE WITHIN 44' A.F.F. I I �' I I f� 4. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE M1551LE TEST OF A5TM E Ig96 AND OF ASTM E IN%. IF IMPACT RE5ISTANT GLAZING 15 NOT PROVIDED ( ( -' THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10 AND A MAXIMUM SPAN OF B' 5HALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. - - - - - _ J U L - 9 2025 ID � I2-19 Suildinq I��± rtment PROVIDE PEEL AND STICK I I I - I p LEAK PROTECTION I N 1 Tc�eNfn a>fouthols� DOOR SCHEDULE UNDERLAYMENT 'STORM I FRAME WALLS TO 2' X 12' ROOF RAFTER UNDERSIDE OF THE EXTERIOR DOORS EQUARLD OR APPROVED I @ 16' ON CENTER RAFTER I I I I SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS x 0'-Xl' H UI 60 x 8¢ THERMA TRU CLASSIC CRAFT DOUBLE HINGED CCA82310XK-5DLF4 AMERICAN FIR SERIES WITH WIDE SDL (REEDED GLASS) ----- ---- r� I Proposed Residence For: U2 3 x 7 rt TNERMA tRU FIRE-RATED HINGED 90 MIN. RATED SELF W/ CLOSING HINGES '-b' S' IN 5'-1 411-0' 2'-2' O 60.x 8 MARVIN ELEVATE IN-5141% FRENCH DOOR ELIFD 6W -- 4 34 x 8 MARVIN ELEVATE IN-5WI'r1G FRENCH DOOR ELIF•D 30BO O I --�-- , I ' LISA O 64 x 8 Q MARVIN ELEVATE GLIDING FRENCH DOOR ELSFD 6080 i I I I II II II-01 JACOBS O 3 xb HERMA tRU SMOOTH SCAR HINGEDITINTERIOR DOORS - - - - - - - - - - - --- _ L _ 2' X 0 ER _ I -- SYMBOL 51ZE TYPE REMARKS t 2 x7 HINGED - I I I I 2' X 12' ROOF RAFTER UB 2 x 7 a HINGED P-0 I ( ( 1 1 I =__@ 16I r I I ON CENTER =__ UC 2 i x 7' HINGED I I 2 F 16" ONNCCENTTER 1 1 II ® 2¢x 7� HINGED I I � I I I I I c, I N FRAME WALL5 UP TO - - - -I ( I 1 E 2°x 7 Q POCKET USE LARGER DOOR SLAB TO ENSURE 2'-8' FINISH OPENING I I �I I ( (_J J L _ J O I �I 2 X 12 R0 RAFTER I UNDERSIDE OF COLLAR t_ OQ Q I i- -- -- - -_ -� 2 x 7 RING® PROVIDE WEAT14ERSTRIPPiNG I �I � Ib ON CENTER ( 71F5 I I I - - - I " b x 7 4 BI-PASS I- -- 955 Lilac Lane Ih ( j I I Cutchogue, New York 0 6 x 7 4 DOUBLE HINGE PROVIDE CONCEALED MAGNETIC CATCHES A-4 Ifnj M E A-4 S.C.T.M.#I 000-104-I-I4 NOT15c I. ALL MARVIN DOORS TO BE ELEVATE SERIES WITH WHITE EXTERIOR/ WHITE INTERIOR, STANDARD WHITE HARDWARE, WHITE SCREENS, APPLIED EXTENSION JAMBS FOR 6-9/16' ( I 1 I I I I Y REVISIONS THICKNESS. 2. ALL GLAZING TO BE LOW-E2 WITH ARGON, UNLESS NOTED OTHERWISE. TEMPERED LOCATIONS CALLED OUT ON PLAN IF ANY. L - I I �+ I I I I £O 05-0I-25 Issued for Permit 3. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E IN6, IF IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING I I PROVIDE PEEL AND STICK `! A I❑ I I I I O 06-19-25 Added Plumbing Riser 5HALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301,212 ON SHEET W-I. I'-0' -t A. INTERIOR DOORS TO HAVE 11/16' FINGER-JOINTED PRIMED JAMBS, STANDARD EASED EDGE STOPS, STAIN NICKEL HINGES, PANEL DESIGN BY OWNER I PROVIDE PEEL AND STICK I LEAK PROTECTION �r I �' I I I I UNDERLAYMENT STORM X 5. EXTERIOR FIBERGLASS DOORS TO HAVE ROT-RESISTANT JAMBS AND COMPOSITE ADJUSTABLE SILLS. -I LEAK PROTECTION 6 I GUARD' APPROVED r'r I I I I O UNDERLAYMENT STORM O GUARD' OR APPROVED I EQUAL x - - - - EQUAL r^ -I r - - - - - - - - - -� I O N 1 - I _ J L - - - - - -\TICK - J ' $O 1 i © w I F- - PROVIDE PEELAND S LEAK PROTE7TI 2' @ 12' ROOF ENTERER I � I I UNDERLAYMENT 'ON « ( I I I UAARD OR APPROVED II � I I II II O 2' X 12' ROOF RAFTER 1 ( I I O @ 16" ON CENTER I M I FRAME WALLS TO I I 1 ( 2' @ 16co X 12� ROOF RAFTER CENTER I I O RAFTER of THE I I 1 1 , I I O II fl1 jM II II O ------ -------- - -- - --I 11 I I O ------ ----- -� 7- - - _ A II I L 2 L II II O 61- - - -J L- - - - - - - -- - - - J II � n 14'-4' I I I I I I 20' 10' I I ( co SEAL L - - - - - - - - - -- -I L FRAME WALLS To 1 1 GARAGE/PANNTRYE RAFTER I I U ERS1 E OF OE 0416 I I I I 2' X 12' ROOF RAFTER I I - 0 9 PC RCH FTER 4 I I ( I @ I6 ON CENTER I '9j 2916 C} i I 4 x I I OF NE STANDING METAL ROOF. COLORBE SELECTED BY OWNER ( I I 1 JL - - _ _ _ _ _ _ ___ _ _ _ _ _l Copyright 2024 STROMSKI architecture,p.c.All rigf is - - - - dereserved.The Architect reserves the right to reproduce - - - - - - - - - - L - - ( - - - - - - - - sign in its entirety or any portion thereof.Unauthori d movLEAKIm PEEL PROTEC710ND STICK--'I I alteration o£these documents is a violation of the New fork State Education Law.Tluse drawings and specification are UNDERLAYMENT 'STORM I I an imtnrment of service and are the property of the Architect. GUARD' OR APPROVED I These drawings and specifications are not to be used o any EQUAL I ( PORCH HEADER BELOW! other project,except by written permission of the Arclutem 2' X 12' ROOF RAFTER I I A_4 PROJrCT NO. 24-AR003 @ 16' ON CENTER SCALE 1/4"=1'-0" DATE 05/0I 2025 II II $ DRAWN BY TLD CHECKF,D BY RS ( ROOF PLAN Scale, 1/4, = V-0' 2 ( I 2 A-3 TITLE -ON - A-5 II II Proposed Floor Plans I I II II II II 11 II II II E SHEET L - - - - - - - - - -- - - - - - - - I- - - - - - - - - - -- - -- - - - -� T 1'-0' ... -- -- -- -- -- -- TOP OF PLATEAn-5" architecture, p.c. r� P.O.BOX I254 JAMESPORT, 11947 PHONE(63I)779-2832 FAX(63I)7 9-2833 1 4 1'-0' t"11 Ole OP OF PIATEEll -- -- -- -- -- -- -- r r f. I b 12 ++ 41 �; z p-01 1'-0' � N Proposed Residence For: m __ TOP OF PLATE OP OF LATE I' LISA E ! JACOBS ,{ 7AMP OF %6 I LL= =RIL __- 0'-0' -- Cr OF 1=OU TION __— 4-1 114" 955 Lilac Lane Cutchogue, New York a.4 — S.C.T.M.#1000-I 04-I-I .A REVISIONS O05-01-25 Issued for Permit TOP2 06-19-25 Added Plumbing Riser 77. OF FOUNDATON O BJILDINCi SECTm Scale: 114' 1'-0' O A-4 O O 9' q" O O O O O O O O O SEAL 12 i 4 4 R c; A 10 STRn co 3'-0" 3'-0' 3'-0" S C ZI OF N� '1` j I{ Copyright 2024 STROMSKI architecture,p.c.All rights reserved The Architect reserves the right to reproduce this \ j design in its entirety or any portion thereof.Unauthor zed alteration of these documents is a violation of the Nev,York \ State Education Law.These drawings and specifications are an insmiment of service and are the property of the chitect. \ These drawings and specifications are not to be used on any /jh �p TOP OF � F other project,except by written permission of the Arc 'tect. PROJECT NO. 24-AR003 SCALF 1/4"=V-0" DATE 05/ I/2025 "t DRAWN BY TIM CHECKED BY RS a• rL - - - - - - - - - - - - -- � I I I I TITLE L - - - - - - - - - - - - -F--�- - -I 1- - J ?~ :',.i•. L _ J _ _ 7 _C- - _ Proposed r—,_ _ 7 C _� � _ - - _ - - - _ _ _ _ _ -C- Building Sections L _ _ _ J L - - - J L _ _ — J s BUILDING, SECTION Scales 114' = 1'-0' SHEET A-4 VENT THROUGH ROOF TYP. VENT THROUGH ROOF (TYP.) y Cr GENERAL NOTES: _. architecture, .c, -KTOP OF RIDGE I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH LODES P.O.BOX I254 JAMESPORT, I I947 LAUNDRY 3"_ KITCHEN EiATHROOM I-MASTER BATH 15,-8" -- -- -- SHALL SUPERSEDE THESE DRAWINGS. PHONE(63I)779_283z FAx(631) 9_2833 ___ 3° 3' _ _ n 11-0" 12 a r'^- \ n i I�- i` �2 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 2" 11 1/2 13° 1 i I-I/2" 13" OP OF PLATE pppp I 1 SIrCNEN i 1� I/2' I 1 13'-i" 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL 51NIG i NNK I 1 CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. LAV. LAV. LAV. WIG THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE I I 777 1 TAT _ p_0� STARTING CONSTRUCTION AND 5HALL BE RESPONSIBLE FOR SAME, L J I c I W1, 1 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SCNL, 1 TON psf CAPACITY DISH3n I ASHE 1- /4" 3" I-1 4" 1-1 4" ' iii MINIMUM. I-1/2" SHOWER 1 1/2" I I/2" How I-I/2 - _-. TOP OF PIRS LOO9 -105. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS G.O. n 2" n n n 2" AND GARAGE SLABS 514ALL BE 3500 psi AT 28 DAYS MINIMUM ( 2 " C.O. 2 2 -- I-1/2" C.O.E— C.O. " 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. 3" 3" - E-1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS G.O. 3" C.O n enk TO HAVE AN E-1,800,000 psi AND AN fb-2,400 psL ALL LAMINATED VENEER 3 I ea LUMBER HEADERS AND BEAMS TO HAVE AN E-1,900,000 psi AND AN fb-2,600 u ! psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN a M.G.O.-�-- 4 4n G fb-2,900 psi. M.C.O. ' 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS 411 � I � RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. Proposed Residence For- F3SMT- FLOOR B. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'XIO" @ 4' WALLS AND 3-2"XIO' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. TOP OF ` LISA 0'-0' 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' TOP DATIOd ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. � FLUP'I�31NCx RISER DIAGRAM Scale= 1/4' - I'-0" —-- -I'-I I/4" 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL JACOBS A-5 SCHEMATIC LAYOUT SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL ;• REGULATIONS. 11. PROVIDE 5/8' TYPE Y GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS REQUIRED. 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. ; MATERIAL NOTES 13. ALL 'U5P' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED .`` FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN CONNECTION WITH TREATED MATERIAL. ROOF CONSTRUCTION 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE I . PROVIDE CONTINUOUS FIRESTOP At ALL CONCEALED SPACES IN WALLS AND •; ,. ; 71 BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF 30 LB. FELT PAPER 5/8' EXTERIOR GRADE PLYWOOD SHEATHING +� CONCEALED SPACES AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS (2) 1-3/4' X 11-7/8" LVL RIDGE 13EAM R602.8 AND R502.12. 955 Lilac Lane 2' X 12' ROOF RAFTERS @ i6' ON CENTER 15. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING Cutchogue, New York 2' X 10' ROOF RAFTERS @ 16' ON CENTER ANY DISCREPANCIES t0 THE ATTENTION OF THE OWNER AND ARCHITECT 2' X 18' ROOF RAFTERS @ 16' ON CENTER 1 PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL A55UME S.C.T.M.#I 000-I 04-I-I 4 CR055 SECTION Scale: 1/4" - P-O" 2 X 8 CEILING JOIST @ 16 ON CENTER RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION 2' X 6' CEILING JOIST @ 16' ON CENTER A-5 THROUGH MASTER BEDROOM DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN ; REVISIONS 2' X 6' COLLAR TIES AT 16' ON CENTER PROVIDE ALUMINUM FLASHING AS REQUIRED ICEIWATER BARRIER IN ALL VAIJLEYS AND ROOF EDGES 16. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. O 05-0I-25 Issued for Permit 17. THE CONTRACTOR 5HAL.L PROVIDE A CONSTRUCTION FENCE TO PROTECT O06-I9-25 Added Plumbing Riser WALL CONSTRUCTION THE AREA OF EXCAVATION AND CONSTRUCTION. O SIDING MATERIAL IN, PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL O 'BLUE5KIN' OR EQUAL AIR INFILTRATION BARRIER DECIDE ON AN ACCE55 POINT TO THE SITE AND WHERE ON THE SITE TO in' EXTERIOR GRADE PLYWOOD SHEATHING STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4" SHOE AND DOUBLE 2' 51TE DUE TO CONSTRUCTION. X 4' TOP PLATE n " 19. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR O 20 X 6 WOOD STUDS @ I6 ON CENTER WITH 2' X 6 SHOE AND DOUBLE 2 LNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE O X 6' TOP PLATE (AS SHOWN ON PLAN) UNDERSIGNED'S KNOWLEDGE INFORMATION AND BELIEF MEET THE 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. O RE515TANT WALL BOARD AT BATHROOMS) 5/5, TYPE Y GYPSUM BOARD AT GARAGE WALLS AND CEILING 20. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' VIA. O 'MARVIN' ELEVATE WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, B T/LT5 @ 24' O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF AND ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. O GRILLE PATTERNS) 2i. 'TRU5JOI5T' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT O PROVIDE WALL TO ROOF WALL TO WALL, AND WALL TO FOUNDATION CONNECTORS AS PER ;i EET W-2. CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL J0157 HANGERS FLOOR CONSTRUCTION, SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT 0 FROM 'TRU5JO15T'' PRIOR TO START OF CONSTRUCTION. FLOOR FINISHES AS PER PLAN 22. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY O MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN O 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED CRITERIA'S USED BY 'TRU5XIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT 9-I/2' WOOD I-JOISTS AT I6 ON CENTER FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. O 23. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND FOUNDATION CONSTRUCTION PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRICTION. O (2) 2' X 6' ACQ SILL PLATE W1114 SILL SEAL 24. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY O 'COP-R-TAX' TERMITE SHIELD IN WHICH THE PROJECT 15 LOCATED, O 5/8' ANCHOR BOLTS @ 36' ON CINTER MAX, AT EACH SIDE OF EVERY OPENING WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND W17HIN 12' 1'-0' 25. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED O OF 90 CORNER. WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE 8' POURED CONCRETE FOUNDATION WALLS - IN CONSTRUCTION DETERMINATION. 12' X 24' POURED CONCRETE WAIL FOOTING (WITH KEY WAY JOINT) WITH (3) #5 REBAR _ TOE OF PILATME , SEAL 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) WITH 14' -1" (3) #4 REPAR 1-3/4' X 9-1/2' 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) 'coo 1-3/4' X II-7/8' 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) co ,�{�FZ ARCS 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND 04 STR BASE PLATES 1-0 C9 0 Oars 30' X 30' X 12' DEEP POURED CONCRETE COLUMN FOOTING SEE FOOTING �,a SCHEDULE FOR MORE SIZES 4' POURED CONCRETE FLOOR SLAB WITH REINFORCEMENT VINYL' BASEMENT GLIDING WINDOW q�_p DAMPROOF FOUNDATION BELOW GRADE ��Q1, 02916g PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 INSULATION NOTES OF NE N R-32 8' OF OPEN CELL SPRAY FOAM IN ROOF CAVITY � I R-29 2' CLOSED CELL SPRAY FOAM AND R-15 BATT INSULATION Copyright 2024 STROMSKI architecture,p.c.All rig4s reserved.The Architect reserves the right to reproduce Ius AT SIX WALLS �' i design in its entirety or any portion thereof.Unauthorized alteration of thesLe documents is a violation of the New York R-14 2' CLOSED CELL SPRAY FOAM At FOUNDATION WALLS AND \ State Education aw.These drawings and specifications arc BOX BEAM an instrument of service and are the property of the Ar 'tect. \ These drawings and specifications are not to be used oxi any other project,except by written permission of the Arch tect. \ PROJECT NO. 24-AR003 01-0" SCALE 1/4"=V-0" DATE OS/0 /2025 OF OUNDA ON _ 4-1 1/4' b — DRAWN BY TLD CHECKED BY RS TITLE Proposed Building Sections 2 CROSS SECTION Sole, 1/4' - 1'-0' A-5 THROUGH GARAGE SHEET BLDG. ELEVATION NOTES: is ROOF NOTES: C1 -,v v 30 YEAR ARCHITECTURAL ROOF SHINGLES. .,�.....I ...��-�4'n13�, )J �. FLASH AT ALL ROOF BREAKS. PROVIDE architecture, ICE/WATER BARRIER IN ALL VALLEYS AND ' AT ALL ROOF EDGES STANDING SEAM METAL ROOFING OVER P.O.BOX I254 JAMF.SPOR ,NY 11947 PEAL AND STICK LEAK PROTECTION PHONE(63I)779-2832 FAX(6.I)779-2833 UNDERLAYMENT RIDGE VENT - CONTINUOUS WHERE APPLICABLE GABLE FASCIA NOTES: ►' X 4'+ RAKE 50LID FASCIA RAKE CAP GABLE OVERHANG VARIES SEE SECTIONS \ PVC SOLID SOFFITS I' X 2' RAKE FRIEZE BOARD FASCIA AND 50FFIT NOTES: 1' X 10' FASCIA 12" OVERHANG SOLID PVC SOFFIT I' X 2' FRIEZE BOARD SIDING NOTES: I - 'HARDIV LAP SIDING 7' TO THE 4 WEATHER (STYLE AND COLOR TO BE 11 Proposed Residence For: SELECTED BY OWNER) OVER PROPER AIR INFILTRATION BARRIER. WHITE PVC EXTERIOR WINDOW AND / \ DOOR TRIM TO BE 5/4' X 4" STEALT14 CASING it G BY 'VERSATEK' OR APPROVED LIS Q u EQUAL 1 1 RAILING NOTE: 36' HIGH GUARDRAIL TOP AND BOTTOMJACOBS RAIL WITH 5/4' BALUSTERS SPACED 5' ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4" SPHERE MAY NOT PASS THROUGH ANY OPENING. FIRST FLOOR - 34' HIGH HANDRAIL TOP AND BOTTOM 0-0 RAIL WITH 5/4' BALUSTERS SPACED 5" ON CENTER. RAILING TO$E CONSTRUCTED 50 THAT A 4" SPHERE MAY NOT PASS THROUGH ANY 8' POURED CONCRETE ( B' POURED CONCRETE I OPENING. FOUNDATION WALLS WITH 24' X I FOUNDATION WALLS WITH 24' X L — — _ — —i�POURED CONC WALL — — — — — — — 1 I 12' POURED CONCRETE WALL F FOOTING I FOOTING I 955 Lilac Lane I I L T - - - - - - - — — — — — — — — — — — — — — Cutchogue, New York S.C.T.M.##I 000-I 04-I- 4 B POURED CONCRETE I I I I FOUNDATION WALLS WITH 24' X I I I POURED CONCRETE WALL F� l i I I I REVISIONS L_ _ L - - - - - - - - - - - - - - - - - - - - - 005-OI-25 Issued for Permit r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - T - - - - - — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —L - - - - - - - - - - - - - - - - - - - - - - O06-I9-25 Added Plumbing Riser O /*7N FRONT ELEVATION Scale: 1/4" - V-0" O A-6 1 O �O O O O O O 111111 111 11 1111 11 1111 11 1111 11 111111 1111 11 1111 11 111111 1111 uIll am Illfl 111111 111111 1 O O O �O O O O SEAL s a y�,, 02916g C>� FqJ-1 N, Copyright 2024 STROMSKI architecture,P.C. H rights reserved.The Architect reserves the right to reproduce this \ design in its entirety or any portion thereof.Unauthorized \ alteration of these documents is a violation of the New York® State Education Law.These drawings and specific lions are \ / ( an instrument of service and arethepropertyofdLe Architect. \ \ / These drawings and specifications are not to be used on any other project,except by written permission oftbe Architect. PROJECT NO. 24-AR003 e ' SCALE I/4"=V-0" DATE 5/OI/2025 0'-0' € , DRAWN BY "MD CHECKED BY RS TITLE jI 8' POURED CONCRETE I 8' POURED CONCRETE FOUNDATION WALLS WITH 16' X 8'f .. FOUNDATION WALLS WITH 24' X POURED CONCRETE WALL FOOTING 'I 12' POURED CONCRETE WALL I I I FOOTING I - - -- I I 1 1 �- - - —,- - - - - - - - - - - - - - Proposed I C'— — �1_—�— �- — —'---�— — -� Elevations _J E- _ -- 1 I I I r - - —�- - -� � 1- - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - IL - - - - - L L - -- - - - - -- — �- - -� 1 - - - - - - - - - - - - - - - - - - - SHEET 2 RIGNT 51DE ELEVATION Scale: 1/4" - P-0" A - 6 A-b BLDG. ELEVATION NOTES: ROOF 30 YEAR ARCHITECTURAL ROOF SHINGLES. 1 C 21 + FLASH AT ALL ROOF BREAKS. PROVIDE ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES STANDING SEAM METAL ROOFING OVER P.O.BOX I254• PHONE(63I)779-2saz PEAL AND STICK LEAK PROTECTION UNDERLAYMENT RIDGE VENT - CONTINUOUS WHERE APPLICABLE \ GABLE FASCIA NOTES: \ L ❑ L \ 0 1' X 10' RAKE FASCIA \ i I' X 4" SOLID CROWN RAKE CAP GABLE OVERHANG VARIES SEE SECTIONS PVC SOLID SOFFITS I' X 2" RAKE FRIEZE BOARD FASCIA AND SOFFIT NOTES: I' X 10' FASCIA 12' OVERHANG SOLID PVC SOFFIT © I' X 2" FRIEZE BOARD SIDING NOTES: - 'HARDIE' LAP SIDING 7' To THE Proposed Reside WEATHER (STYLE AND COLOR TO BE SELECTED BY OWNER) OVER PROPER AIR INFILTRATION BARRIER. - WHITE PVC EXTERIOR WINDOW AND \ C \ ❑A / 0 /❑E / \ FE) DOOR TRIM TO BE 5/4' X 4' STEALTH J1�JA T 1� /� SANG BY 'VERSATEK OR APPROVED L A RAILING NOTE: �® � 36' HIGH GUARDRAIL TOP AND BOTTOM T B. RAIL WITH 5/4' BALUSTERS SPACED 5" ON CENTER. RAILING TO BE � FI CONSTRUCTED SO THAT A 4i SPHERE MAY NOT PASS THROUGH ANY OPENING. - 34' HIGH HANDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' ON CENTER. RAILING TO BE ry I B" POURED CONCRETE 8" POURED CONCRETE A FOUNDATION WALLS WITH 24' X I N I I CONSTRUCTED SO THAT A 4' SPHERE FOOT FOOTING POURED CONCRETE WALL POURED CONCRETE WITH WALL FOOTING I I I MAY NOT PASS THROUGH ANY I I OPENING. S Lilac Lane utchogue, New I _ [—_ _ I S.C.T.M.#I000 i C— — I I I REVISIONS —�- - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - — — — — — — — — — — — — — — — �— O 05-0I-25 Issued for P — —— — — — — — — — — — — — — — — — — — — i-�— 06-I9-25 Added Plun O i REAR ELEVATION Scale: 1/4" A-7 �O '3 a d O O O q O — �O O O MME ❑ O O 0--L SEAL A (� S TA / \ \ OF NE / \ 02-1 A Copyright 2024 STROMSKI arch \ / / reserved.'Lhe Architect reserves the \ / / design in its entirety or any portion \ / alteration of these documents is a vl \ / State Education Law.These drawinj an instrument of service and are the These drawings and sperificarions v I other project,except by written pem PROJECT NO. FIRS SCALE 1/4"=V-0" DA' DRAWN BY Tin CH 8 POURED CONCRETE TITLE FOUNDATION WALLS WITH 24' X — — — — — — — —— —— — — —I I 12' POURED CONCRETE WALL L - - - - - - - - - - - ------- -� I FOOTING Prop o f F- Elevati r - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - SHEET Z LEFT SIDE ELEVATION Scale: 1/4" A-7 I "' '" _ —'USP' STRUCTURAL STRAP MODEL# LSTA REQUIRED WHEN NO z %.,� %,..`°/¢-- COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGE' RAFTER TO RAFTER CONNECTION ,...Or architecture-, . , P.O.BOX 1254 JAMESPORT,NY 11947 RAFTER, SEE PLAN FOR PHONE(631)779-2832 FAX(63I)77 9-2833 u� SIZES AND SPACING a RIDGE. SEE PLAN FOR SIZES w —RAFTER. SEE PLAN FOR a HEADER. SEE PLAN FOR SIZES AND SPACING SIZES T1 —CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# -- ---- I H2.5/H5 (585 LBS UPLIFT) TM OF PLATE, TOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION FILING JOIST. SEE PLANS 'USP' STRUCTURAL CONNECTOR FOR SIZES AND SPACING Proposed Residence For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP LISA HEADER. SEE PLAN FOR 'USP' STRUCTURAL SIZES (20 GAUGE MIN) LSTA MAY CANNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE TH JACOBSE TOP PLATE AT WINDOW IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (585 LB5 UPLIFT) OR TO TABLE 3.35 ON SHEET RT20 (REF H7) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES E TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE OR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES AND SPACING 4'-0" USE SINGLE JACK AND FULL HEIGHT STUD AT EACH MODEL# LTW12 (REF #LTS 'USP' STRUCTURAL STRAP END. 955 Lilac Lane �12) _� (735 LBS UPLIFT) MAY ALSO ,USP, STRUCTURAL STRAP Cutchogue, New York BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.#I000-I04-I-I4 JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES 'AD55' USP CONNECTOR WITH (2) 3/4' FLOOR CONNECTOR. FOR SIZES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. DI 05-01-25 Issued for Permit A 5/8' DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE O BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT TA 12 O O - - - - su SUB FLOOR0 STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BEAM OR RIM JOIST. II SEE PLAN FOR DETAILS O II O'USP' STRUCTURAL STRAP 'USP' STRUCTURAL STRAP MODEL# LSTA.30 FOR 8" TO MODEL# LSTA30 FOR 8" TO 10 JOIST U 5E LSTA36 FOR O 10' JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE FLOOR DIAPHRAGM BRACING WITHIN 12' JOIST. (EACH STUD) 3.3B ON SHEET W-I FOR 0 LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.3B ON NAILING SCHEDULE) O INTERVALS SHEET W-1 FOR NAILING 2. SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR SIZES HEADER. SEE PLAN FOR O SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0' FOR OPENINGS LARGER THAN O 4'-0" USE DOUBLE JACK AND EXTERIOR WALL STUD. SEE MATERIAL-*,,, GREATER THAN 4-0' ROUGH OPENING FULL HEIGHT STUD AT EACH NOTES FOR SIZES AND SPACING END. O ADDITIONAL 'USP' STRUCTURAL STRAP O MODEL# LSTAIS FOR B" TO 10' JOIST'USP' STRUCTURAL STRAP USE LSTA24 FOR 12' J015T FOR SEAL MODEL# LTNI2 (REF #LTS 12) (735 LBS UPLIFT) MAY ALSO BE OPENINGS GREATER THAN 4-0' USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) �� s RpC�9/ 1vC' 0 ass AD55 USP CONNECTOR WITH (2) 3/4" Cti A CARRIDGE BOLTS FASTEN TO ANCHOR BOLT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/B" DIAMETER THREADED ROD AND FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO'FOUNDATION 02916� (� FLOOR JOIST. SEE PLANS FOR SIZES AS SHOWN. aF NE BOX BEAM/RIM JOIST — — — e Copyright 2024 STROMSKI architecture,p.c.All righ TOP OF SUBFLOOR T � SUB FLOOR reserved.The Architect reserves the right to reproduce t1as N' — — — design in its entirety or any portion thereof.UnauthorbAA STUD TO SILL CONNECTION L STUD TO SILL CONNECTION alteration of these documents is a violation of the New ork State Education Law.These drawings and specifications are Ian instrument of service and are the property of the Arel itect. These drawings and specifications are not to be used on y HPAND22 (4760 MODEL# HPAND22 (4760 other project,except by written percussion of the Architect LBS UPLIFT) LBS UPLIFT) MAY ALSO BE USED AS A CORNER HOLD PROJTCT NO. 24-AR003 FLOOR DIAPHRAGM BRACING WIT14IN 1 DOWN SEE FOUNDATION I I 11 11 II LAST TWO BAYS OF FRAMING AT 4'-D" —GRADE PLAN FOR LOCATION1 I e— — e e=e ==e e==e e= =e=e=_=e e=——e= e=— _ =e=—e=e— i e e SCALE As Noted DATE 05/0I 2025 INTERVALS I I L�J L�J C(J DRAWN BY WP CHECKED BY RS ° d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/B" ANCHOR BOLT WITH 3' SQUARE GRADE I MODEL# LSTA18 (870 LBS UPLIFT) 1N1MUM COVER TITLE MATERIAL NOTES FOR SIZES :° ° TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' I FOR 8' TO 10" JOIST USE LSTA24 FOR REBAR .�� #4 CONTINUOUS REBAR SET ((OW LBS UPLIFT) FOR 12" JOIST. (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET IN SHEET W-1 FOR NAILING Detail Wall POURED CONCRETE FOUNDATION OR 4" BELOW TOP OF WALL. MASONRY BLOCK FOUNDATION. SEE a FOUNDATION PLAN FOR SIXES, - I 'USP' STRUICTURA CONNECTOR MODEL# Section CX. ° I MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36' Elevation 5/8' ANCHOR BOLT WITH 3" SQUARE BEARING PLATE WASHERS EVERY 36' SHEET • d . W _ 1 GYP I CAL NALL SECTION Scale: 3/4" = 1'-0" 2 TYP I CAL WALL ELEVATION Scale: 3/4" = I'-O" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL A TABLE 3.1 NAILING SCHEDULE TABLE R301 .2.1 .2 _T TABLE 3.38 NUMBER OF NAILS NAIL SPACING WOOD BORNE DEBRIS PROTECTION FASTENING I JOINT DESCRIPTIONFASTEST MILE ROOF FRAMING UPLIFT STRAP CONNECTION WINDSPEED (MPH) SCHEDULE FOR NOOD STRUCTURAL PANELS A,B,G,D �. � ,.a: �. '°AIL EQU I REI'�ENTS F RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.3A PER RAFTER R 110 12a FAStNER SPACING �1rC �trcCt�l�T�:, p.c. CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.3A PER JOIST NUMBER OF SD CCMMON CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP FRAMNG SPACING (IN.) ROOF SPAN (FT.) NAILS 2 G% END OF SEE TABLE 3.7 EACH LAP i v4'x 20 r:AGE STRAP'12 PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL P.O.Box I254 947 CEILING MST LAPS OVER PARTITIONS (FACE-NAILED) FASTENER TYPE SPAN LESS THAN OR SPAN LE55 THAN OR JAMESX(631 II833 SEE TABLE 3.4 PER TIE OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT PHONE<fi3I)779-2xaz FAX(fi3I)779-2833 COLLAR TIE TO RAFTER (FACE-NAILED) 12 3 3 BLOCKING TO RAFTER (TOE-NAILED) 2-BD EACH END 16 3 RIM BOARD TO RAFTER (END-NAILED) 4 2 OD SCREWS #6 16, 12" q" 2-16D EACH END 20 3 12 24 4 5 WOOD WALL FRAMING 28 4 5 2 1/2' #8 16, 16" 12" 32 5 6 WOOD SCREWS TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D PER FOOT 36 5 7 I I/2" SPACING FOR SI: I itxhs 25.4mm, I foot=304.8mm, I pourds0.454kg ALLOWS HOLDDOWN 4-16D JOINTS-EACH SIDE I mile per hour-1.6Nkm/h INSTALLATION TOP PLATE AT INTERSECTIONS (FACE NAILED) " O.G. A. THE TABLE 15 BASED ON 110 mph WIND SPEEDS AND A 33 foot MEAN ROOF HEIGHT ENDwALL STUD TO STUD PAGE(' NAILED) 2-I6D 24 HEADER TO HEADER (FACE NAILED) 16D 16" O.G. ALONG EDGES 12 3 4 B. FASTNER5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 2-I6D PER 2x4 STUD 20 4 5 C. NAILS SHALL BE IOD COMMON OR 12D BOX NAILS. TOP OR BOTTOM PLATE TO STUD (END-NAILED) CORNER STUD CONNECTED TO TRANSFER SHEAR 3-I6D PER 2x6 STUD 16 24 5 b 'ADS51 LISP CONNECTOR wr i-I D. WHERE SCREWS ARE ATTACHED TO MASONARY OR MASONARY/STUCCO, THEY SHALL BE ATTACHED 5/e" DIAMETER ANCHOR BOLT 4-16D PER 2x8 STUD 32 6 8 UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWL CAPACITY OF 490 AND (2) 3/4" CARRIDGE 36 7 — POUNDS. BOLTS. SEE FOUNDATION � 2—I6D COMMON NAILS AT BOTTOM PLATE 1-0 FLOOR JOIST,BANDJ015T,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D12 PER FOOT PLAN FOR LOCATIONS b" O.C. FLOOR FRAMING 12 5 6 Proposed Residence For: 16 5 7 4-8D PER JOIST 20 6 8 TABLE 3.3A JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 24 8D EACH END 24 BRIDGING TO JOIST (TOE-NAILED) 2- 28 8 - BLOCKING TO J015T TOE-NAILED) 2-BD EACH END 32 - RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND LISA ( BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 36 SPEED (MPH) JACOBS LEDGER STRIP TO BEAM FACE-NAILED) 316D EACH H JOIST - LATERAL AND SHEAR CONNECTION JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-SD PER JOIST 'TABULtED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF REQUIREMENTS 110 120 BAND JOIST TO JOIST (END-NAILED) 3-I6D PER T IOpsf (2/3x15sf). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE CEILING BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D' PER FOOT ASSEMBLY I NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF 8D COMMON NAILS NUMBER OF(AILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE RAFTER/CEILING JOIST WALL HEIGHT (FT.) (TOE-NAILED) REQUIRED IN EACH ROOF SHEATHING STRAP. FORSACH 5 psf INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD, SPACING (IN.) RAFTER AND/OR CEILING JOIST TO THE TABULAED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I TOP PLATE CONNECTION W STRUCTURAL PANELS 8D (VEDGE/ 12" FIELD NAIL. DIAGONAL BOARD SHEATHING 2FOR WA.-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE 12 8-10 3 3 I"x6' aR I1x8' 2-8D PER SUPPORT TABULATED AMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL I"x10' OR WIDER 3-BD PER SUPPORT At EACH END)F THE STRAP FOR EACH FULL WALL ABOVE. Ib 8 3 3 CEILING SHEATHING 1 8 4 5 _ 9SS Lilac Lane GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10' FIELD 24 CORNER HOLD—DOWN State: 3/4" = 1'-0" Cutcho e, 10 5 5 gu New York WALL SHEATHING 'IOD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS SEE FOUNDATION PLAN FOR LOCATION S.C.T.M.#I000-I04-I-I SD 6"EDGE/ 12" FIELD 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS THE SUM OF THE TOENAILS IN THE RAFTER REVISIONS STRUCTURAL PANELS � FIBERBOARD PANELS R AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED " 6D 3" EDGE/ 6" FIELD TABLE 3.� O OS-OI-25 Issued for Permit 7/16 0 25/32" SD 3' EDGE/ 6" FIELD FASTEST MILE 'TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR WINASTEST (MPH) CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD TOP PLATE 0 HARDBOARD 8D 6"EDGE/ 12" FIELD 110 120 0 PARTICLEBOARD PANELS 8D 6"EDGE/ 12" FIELD NUMBER OF 8D COMMON DIAGONAL BOARD SHEATHING ROOF PITC ROOF SPAN (FT.) IN EA04 DO OF 2-8D PER SUPPORT I V41x GAGE >%N4 0 I"xb' OR I"x8" 1"x10" WIDER 3-8D PER SUPPORT 0 SHEATHING I NG 16 5 6 LAST TWO 0 FLOOR E 20 6 7 BAYS OF 0 3:12 24 7 8 FRAMING STRUCTURAL PANELS 28 8 - TABLE 3.7 1' OR LE55 BD 6" EDGE/ 12" FIELD 32 GREATER THAN 1" IOD 6" EDGE/ 6' FIELD 36 - - ROOF SPAN FT. ( ) 0 DIAGONAL E BOARD 1 H 2-SD PER SUPPORT 0 " " 3-SD PER SUPPORT I x1 12 20 28 36 DWALL 0 OR WIDER 12 3 3 0 ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL 20 5 5 RAFTER SLOPE RAFTER SPACING (IN.) ��NUMBER SCE D Cal"�I� O EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS 5NALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 4:1 24 5 6 28 6 7 O ' WHEN WALL E44EATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER 32 7 8 12 4 6 8 11 36 8 3:12 16 5 8 11 14 0 FOOT. 24 6 11 16 21 A 0 12 2 3 12 3 5 6 8 0 16 3 4 4:12 16 4 6 8 11 BLOCKING 0 20 4 4 24 5 q 12 16 1 24 4 5 28 5 6 SEAL 32 5 7 12 3 4 5 7 36 6 7 5:12 16 3 5 7 q 24 4 7 10 13 GIRDER SEE PLANS FOi ARch R ST f SIZES t TYPE 12 2 3 12 3 3 4 5 ©��s n 16 3 3 7:12 16 3 4 5 6 LAST TWO 20 3 4 24 3 5 7 q BAYS OF MODEL# PES44 (REF# ,C4) 2 28 4 5 FRAMING. , (UPLIFT 1815 LB5), MOIEL# 32 5 6 P85b6 (REF# AC6) (ULIFT 1815 36 6 7 12 3 3 3 4 +?29 LB5) SEE PLAN FOR SES. 9:12 16 3 3 4 5 �'9 O� 4 I 24 3 4 6 7 4X4 ACQ POST, 6X6 AQ POST. SEE PLAN FOR 12 2 2 12 3 3 3 3 copyright 2024 STROMSKI architecture,p.c.All rights SIZES t TYPE. 16 3 3 12:12 16 3 3 3 4 reserved.The Architect reserves the right to reprodn a this 20 3 4 design in its entirety or any portion thereof.Unauthorized 24 3 3 4 6 alteration of these documents is a violation of the N w York MODEL# PA44 (REF# 7:1 12:12 24 4 4 State Education Law.These drawings and specifications are AB44), DEL# PA66E 28 4 5 an instrument of service and are the property of the rchitect. MO (REF# MOD) SEE PLAT 32 5 5 NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. JOISTS These drawings and spec cations are not to be use on any other project,except by written permission of the A cluuct. FOR SIZES. 36 5 6 ' HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A . 1 LOADBEARING WALL, HEADER OR RIDGE BEAM. PROJECT NO. 24-AR003 I I I GRADE ' TABIfED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT " WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS SCALE As Noted DATE 05 0I/202s ��. MINUS 21F THE ROOF ASSEMBLY DEAD LOAD (2/3 X 10 PSF). TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE DRAWN BY wp CHECKED BY Rs ' 2 WHEHE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. a °a 5/8" DIA. ANCHOR BOU T14E 5TF IS EQUAL TO I AND THE FRAMING 15 ATTACHED IN ACCORDANCE ` EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING JOIST LAP BLOCKING TITLE WITH 10 MINIMUM 1I . ° WITH tR 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT SPLICES. EMBEDDED LENGTH IN1 REQUIRE ` INTERVALS TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES CONCRETE " WHA COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE OF IOD iMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED LOCATED HIGHER IN THE ATTIC SPACE THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SECTION A—A �e. NOT EXD THE TABULATED NUMBER OF BD NAILS IN A STEEL STRAP. SHALL BE INCREASED BY THE FOLLOWING FACTORS. Tables, " TAATED CONNECTION REQUIREMENTS ARE BASED ON A 12' RIDGE Q STRAPkCING, FOR DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT Schedules an ° TABULA VALUES BY THE APPROPRIATE MULTIPLIER BELOW. IF THE FACTORS .4 NUMBEF NAILS IN EACH END OF EACH RIDGE STRAP EXCEEDS 8, SPECIAL CONNEON HARDWARE IS REQUIRED. 5/6 6.00 Diagrams ° 4/5 5.00 2 TYP I CAL FLOOR AND ROOF BRAC I NC Scale: 3/4" = I'-O" a 3/4 4.00 2/3 3.00 AT END WALLS Q 1/2 2.00 RIDGERAP SPACING (IN.) 12 16 19.2 24 48 72 1/3 1.50 SHEET 114 1.33 MULTER 1.00 1.33 1.60 2.00 4.00 6.00 I/6 120 TYPICAL POST SECTION Scale: 3/4" W-O" 1/10 FRAMING AND CONNECTOR DETAIL