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Home My WebLink About52130-Z %%of Sao Tyo`o Town of Southold * * P.O. Box 1179 G 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47231 Date: 07/21/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 230 Kimberly Ln Southold, NY 11971 S ec/B lock/Lot: 70.4 3-20.19 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/27/2025 Pursuant to which Building Permit No. 52130 and dated: 07/28/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single-family dwelling as applied for per ZBA#7940 dated 9/19/2024. The certificate is issued to: Alexander White,April White Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 113342 6/2/2026 PLUMBERS CERTIFICATION: Kevin Rempe Plumbing &Heating Corp 07/09/2026 Au orized S ature OfSOU,yo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT `� • Q 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#: 52130 Date: 07/28/2025 Permission is hereby granted to: Alexander W White 146 W 22nd St Apt PH New York, NY 10011 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. Premises Located at: 230 Kimberly Ln, Southold, NY 11971 SCTIVI#70.-13-20.19 Pursuant to application dated 06/27/2025 and approved by the Building Inspector. To expire on 07/28/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,110.00 CO-RESIDENTIAL $100.00 Total S1,210.00 — --------------------- Building Inspector NASSAU E L E C T R I C A 3u� 13 2026 SUFFOLK I N S P E C T 0 R �e SAVIa M 159 Route 25A, Building 1 Suite B Towns of Miller Place, NY 11764 Telephone:631 495 8136 - Fax:631 509 4538 E-Mail:Info@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: GJS Electric,LLC Certificate No.: 113342 Rough In Inspection Date: Dec 23,2025 Final Inspection Date: Jun 02,2026 Application No.: Building Permit No.: 52130 County Tax Map No.: 1000 70 13 20.19 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection date above: Owner: Resident White Site Location: WHITE,230 Kimberly Lane,Southold,NY 11971 Owner's Address(if different): 0 Residential C2 Indoor ❑Basement 0 Service ❑Shed ❑Commercial Outdoor 12 First Floor ❑Pool ❑Hottub ❑New Renovation Second Floor ❑Attic ❑Garage ❑Addition ❑Survey ❑PV Solar 12 Generator ❑Conversion ❑Signs ❑Battery Storage ❑Safety Inspection Other: INVENTORY Single Phase Heat 0 Duplex Recpt so Ceiling Fixture 25 Dual Func Breaker 115 Three Phase Hot Water GFCI Recpt 14 Wall Fixture Smoke Main Panel z-2oo AC Cond 0 Single Recpt Recessed Fixture 7a CO Detect 4 X Sub Panel 0 AC Blower 0 Range Recpt 0 LED Lighting Smoke CO Combo Transformer Appliance Ckt ® Dryer Recpt Emergency Time Clock Disconnect 0 Switches 55 Twist Lock Exit Fixtures Pumps 1� GFC1 Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 0 Other Equipment:400 amp underground service 24 kw generator with ATS The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. = Applicant: GJS Electric, LLC License No.: 4839-ME Date Printed: Jun 02,2026 Inspected By:Joe Coppola Signature: F ®cov 01 - o� ®, Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road < ` P.O. Box 1179 CD 2 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Sa 13 0 Owner: W (Please print) Plumber: lclS�lbl;�t G� Q r (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ter-- (Plumbers Signature) Sworn to before me this day of "JuA if 20_A�_ Notary Public,�4u cpf1lc County jUL 1 3 2026 CHRISTOPHER B BONDARCHIIK NOTARY PUBLIC STATF OF`FW YORK i3ading DePartmon4 Registration No.I11B00039944 -town of Southold Qualified in Suffolk Count M�Commission Expires 44140 1 iki SuenaVista (631)965 4648 nsulation info 0buenavistainsulation.com 2025,Dec 20 Installed insulation certificate John Seifert,Seifert Construction 230 Kimberly Ln,Southold,NY Scope of Work material R-value nominal in Total,$ Basement box ends Closed C R-14 2 Basement ceiling Fiberglass R-19 Crawl space Fiberglass R-30 1st floor exterior walls Closed C R-21 3 1st floor floor insulation Fiberglass R-30 1st floor ceiling soundproofing Fiberglass R-19 1sr floor flat roof Open C R-30 8 1st floor partition walls soundproofing min wool 3 2nd floor vaulted ceiling Open C R-30 8 2nd floor attic Open C R-30 8 2nd floor exterior walls Closed C R-21 3 2nd floor partition walls soundproofing min wool 3 2nd floor ceiling soundproofing fiberglass R-19 FirecauIking/fireblocking can foam Doors/windows airseal can foam CUSTOMER: CONTRACTOR: Date: Date: By: By: oe souryolo - - - - # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [. .] INSULATIOWCAULKING [FRAMING /STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ]' 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] :FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( kW C t2 o v U��" Wkj g, DATE INSPECTOR 5a�3o OF SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 ' INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ]' FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION { ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [' ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL . REMARKS: TX�1 on k Q.&* zyeL6� SWAN\ AXMA v �Ue,�af I I t�5-1) vim- ca,v III► DlL DATE �a-ao�o?�� INSPECTOR ho�aOF SOUIyo� PIP # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoorm, 631-765-1802 �O/3 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE 'da INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -------------------------------------- -- ------ Z FOUNDATION (2ND) ............. ........ ....... Ault v ROUGH FRAMING & —------- PLUMBING .......... • Wlfa A40 INSULATION PER N. Y. STATE ENERGY CODE .................. K7 FINAL ADDITIONAL COMMENTS ic—ur-6uvim- �— o ----�6190-11* rn e16 .......... X ---------- ------------- o�Z,s°FFal rPo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hqps://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 51 o Building Inspector: V11J U N 2 7 2025 Applications and forms must be'filled out in theirentirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date:06/27/25 OWNER(S)OF PROPERTY: Name:April White SCTM#1000-70-13-20.19 Project Address:230 Kimberly Lane, Southold, NY 11971 Phone#:949-35-5398 Email:mackenna.m.White&Mailxorn Mailing Address:230 Kimberly Lane, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@am parch itect.corn DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck_N.Y. 11952 Phone#:631 603 9092 Email:aportillo@am parchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: ,DESCRIPTION OF"PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $130,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 Conforming this property? ❑Yes L*No IF YES, PROVIDE A COPY. Bf Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCATION IS HERESY 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 corrstructkm of buikfts, 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 buildings)for necessary inspections.False statements made herein are punishable as a pass A misdemeanor pursuant to Section Z10.45 of the New York State Penal law. Application Submitted By t name):Brooke Epperson @Authorized Agent C30wrieir, Signature of Applicant: Date: STATE OF NEW YORK) S: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 l dayof— JUMP /b�4ry Public DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YOR PROPERTY OWNER AUTHORIZATION Registration No.01A00019644 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires January 9,202 ,, 4fl,-; ,,�,h,-- residing at 230 Kimberly Lane, Southold do hereby authorize AMP Architecture to apply on my behalf to the Town of S uthold Building Department for approval as described herein. a 7*- 13 . .202 Owner's Signature Date-- Print Owner's Name 2 =�o�u coGy2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.g Olt :�.. Dale APPLICATION FOR BUILDING PERMIT a tt:�.f, For Office Use Only PERMIT NO. Building Inspector: `-J MAR 2 2 2024 Applications and forms must be filled out in their entirety. Incomplete ".'' .t,l✓; r3 +`" ` , applications will not be accepted. Where the Applicant is not the owner,an r, Owner's Authorization form(Page 2)shall be completed. Date: 2j 2 z 2 4 OWNER(S)OF PROPERTY: Name:April White SCTM#1000-70-13-20.19 Project Address:230 Kimberly Lane, Southold, NY 11971 Phone#: 11�Z A ?JS� Jyj?�q� Email�MaL�nrA.M. whi @ m«iJl. Mailing Address:230 Kimberly_ Lane, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 __---._6_0_3 9092 _ Email:be_Pp e__son amP`r �.comchite _..------____-- DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152 M@ttituck N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com _ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $24,000 [Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:,Sin l.e Famil Residential Intended use of property:Sin le Famil Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 ._property? ❑Yes ®No IF YES,PROVIDE A COPY. �Qnformin this , B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Cade.APPLICATION IS HEREBY MADE to the Building Department;for the issuance of a,Building Permit pursuant to theBuilding 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 B nt name):Brooke Epperson ®Authorized Agent ®Owner SIgnatureofApplicant. Date: ?J l STATE OF NEW YORK) SS: COUNTY J / (_QQU �,0 �s� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 22 day of �Barch ,�o� � 3 Not Pu F"9%oon,vo er saidx3 uoisslwwo� PROPERTY OWNER AUTHORIZATIONo}�ng u1 pa�genp Lo-oN uoi3e-jlslBaa(Where the applicant is not the owner) 31b1S'OIl9nd.lZlt/lON 33nd 33D�it/a 1, A g2 NA/)r%j±C_— residing at 230 Kimberly Lane, Southold do hereby authorize AMP Architecture to apply on my behalf to the Town of S uthold Building Department for approval as described herein. QX NIGlt—cam 1-2-3 , 202 -' Owner's Signature Date Print Owner's Name 2 = � 361 J U L 2 3 2025 Albert J. Krupakinu-Jrtn Fr ,r STORMWA\T]ER SUPERVISOR�" " 1f °"tt, I�V1[A\1�A\�G�]EI��I[]E1��C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: AMP Architecture Date: 07/22/25 fPo•mtl (Signature) Contact Information: bepperson@amparchitect.com (E-Mall&Telephone Number) 631-603-9092 Property Address / Location of Construction Site: 230 Kimberly Lane S.C.T.M. #: 1000 Southold, NY 11971 District 70 13 20.19 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 Required[ Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required! ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering.Department Prior to Issuance of a Building.Permit.. Reviewed By: lnW ajj,� Date: Id i FORM °` SMCP-TOS December 2024 AC � � 4 �3 � � TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 7, 2024 TO: Brooke Epperson (White) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated March 22, 2024: For permit: to construct additions and alterations to existing single-family dwelling at: Location of property: 230 Kimberly Lane, Southold,NY County Tax Map No. 1000—Section 70 Block 13 Lot 20.19 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 47,022 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXXVI Section 280-207A(e), which states; "the gross floor area shall not exceed the permitted square footage calculated as follows: Lots up to 80,000 square feet of lot area: 5,100 square feet plus 5% of the lot area in excess of 40,000 square feet up to a total of 7,100 square feet maximum." The permitted gross floor area for this lot is 5,451.1 sq. ft. The proposed gross floor area is 5,864 sq. ft. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS ��®� sot/j�o Southold Town Hall Leslie Kanes Weisman, Chairperson �� ® 53095 Main Road • P.O. Box 1179 Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes �@ Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento O�IOUNTI, Southold NY 11971 NECEIVED http://southoldtownny.gov SEP 2 5 2024 ZONING BOARD OF APPEALS SEP 2 4 TOWN OF SOUTHOLD �^;� Tel. (631) 765-1809 '� _ ' S 1 �; . _ ®Y►/11 Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 19, 2024 ZBA FILE: #7940 NAME OF APPLICANT: Alexander and April White PROPERTY LOCATION: 230 Kimberly Lane, Southold,NY 11971 SCTM: 1000-70-13-20.19 SEORA DETERMINATION: 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated June 28, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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. PROPERTY FACTS/DESCRIPTION: The subject,confonning,rectangular-shaped,47,022.00 square feet, 1.1 acre parcel in the R40 Zoning District measures 149.99 feet along Kimberly Lane, then runs west 309.69 feet along a residentially developed lot, then runs north 150.06 feet along North Bay-view Road (with no access permitted), then returns east 315.92 feet back to the roadway. The parcel is developed with a two story frame house with attached garage, a roof over front entry porch, an attached pergola and a raised wood deck at the back of the residence, an attached outdoor shower, masonry brick and block walkways, an asphalt driveway, air compressors for central air conditioning, a dry stacked stone wall along the Kimberly Lane, a masonry block patio and ftrepit, an inground pool measuring 20 feet by 40 feet with a stone patio surround, metal pool fencing, a chain link fence along the perimeter of the property behind the residence, and three (3)easements: an easement for well &water lines for the lots on the easterly side of Kimberly Lane on the subject lots northern and southern lot lines, and a 20 feet buffer"area to remain in its natural state/no access to North Bayview Road", as shown on the survey prepared by Nathan Taft Corwin,III, Licensed Land Surveyor, and dated October 12, 2023. BASIS OF APPLICATION: Request for a Variance from Article XXXVI, Section 280-207A(e) and the Building Inspector's May 7, 2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to existing single family dwelling; 1) gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 230 Kimberly Lane, Southold, NY. SCTM No. 1000-70- 13-20.19. Page 2, September 19,2024 #7940, White SCTM No. 1000-70-13-20.19 RELIEF REQUESTED: The applicant requests a variance for the conversion of a portion of the conforming front covered porch, measuring 10 feet by 13.11 feet, for an additional 140 square feet of conditioned living area to accommodate an extension to the existing kitchen and dining room as part of an overall updating of the residence and reallocation of living space. As the result of the recently adopted Gross Floor Living Area(GFA) calculations, as defined in Chapter 280. Zoning Article XXXVI. Residential Dwelling Size Limits [amended 12-13-2022] § 280- 207 (2)(c) for lots containing up to 80,000 square feet in lot area: a maximum conditioned home size of 5,100 square feet plus 5%of the lot area in excess of 40,000 square feet up to an area of 7,100 square feet maximum. The permitted gross floor area for this lot is 5,451.1 square feet. The proposed gross floor area is 5,864 square feet; representing an overage of 413 square feet greater than allowed by the code. ADDITIONAL INFORMATION: The existing residence, was constructed before the adoption of this restriction, and currently exceeds the allowable GFA by 273 square feet. The applicant provided architectural drawings, including a site plan,site data, existing and proposed floor plans, and elevations labeled ZBA-01 through ZBA-06 prepared by Anthony M. Portillo, Registered Architect and dated May 13, 2024. Improvements on this parcel are covered by the following Certificate of Occupancy: #Z-17949 dated April 14, 1989 covering the construction of a new dwelling with attached garage and decks. #Z-24519 dated July 25, 1996 covering a garage and deck addition to an existing dwelling. #Z-33265 dated September 11, 2008 covering a bathroom alteration to an existing dwelling. #Z-33564 dated February 25, 2009 covering alterations and additions including a deck,trellis covered deck, screened porch and covered entry. #Z-39264 dated October 4, 2017 covering an accessory inground swimming pool, fenced to code. The applicant provided examples, calculating GFA of neighboring homes located in the Paradise by the Bay subdivision or immediate area illustrating an average livable floor area of 7,567 square feet. These calculations did not indicate the lot size for each parcel highlighted. It is common knowledge that the homes in the Paradise by the Bay subdivision are substantially larger than most other residences in the immediate community. The subject parcel is well landscaped with mature deciduous and evergreen plantings. No member of the public, or an immediate neighbor, spoke in favor of or against this application. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 5,2024 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$267-b(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 Paradise by the Bay subdivision, where the subject property is located is a luxury bayfront community created in the late 1970's with large homes built around the original, pre-. subdivision, estate house. While not all homes are directly on the Peconic Bay, there is a deeded access beach that upland homes enjoy access to. The applicant's parcel is well landscaped and the expansion of additional living space onto an existing covered front porch, for an addition of 140 square feet, will not be discernable to those passing by or using the public roadway as the structure already exists and is covered by an existing Certificate of Occupancy. Page 3, September 19,2024 97940, White SCTM No. 1000-70-13-20.19 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing home exceeds the lot's allowable Gross Floor Area by 273 square feet; any addition for conditioned living space will require variance relief from Chapter 280. Zoning Article XXXVI. Residential Dwelling Size Limits § 280-207 (2)(c). Mitigating this relief, the applicant proposes converting a portion of an existing front porch and not adding any new construction to the site. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 7.5% relief from the code. However, that calculation is based on the overall `overage' of 413 square feet more than the site can accommodate based on the current GFA calculation. In actuality, the `overage' is 140 square feet, or 2.5% more than the site allows, which is not mathematically substantial, because the house exists in its present form over the allowable GFA and has a valid Certificate of Occupancy on all improvements. No discernable difference in the structure will be observed by those unfamiliar with the code in granting relief for an additional 140 square feet. 4. Town Law V67-b(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. 5. Town Law §267-b(3)(b)(5). 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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a portion of the front covered porch to be converted to habitable space, measuring 10 feet by 13.11 feet, for an additional 140 square feet of conditioned living area to accommodate an extension to the existing kitchen and dining room while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Planamento,seconded by Member Lehnert,and duly carried, to GRANT the variance as applied for,and shown on the architectural drawings,including a site plan,site data,existing and proposed floor plans, and elevations labeled ZBA-01 through ZBA-06 prepared by Anthony M. Portillo, Registered Architect and dated May 13, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Remaining porches, decks, garages, unconditioned areas and accessory structures may not be converted to living space. There may be no further expansion of the Gross Floor Living Area. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 4, September 19,2024 #7940, White SCTM No. 1000-70-13-20.19 IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief 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 variances)granted herein as shown on the architectural drawings,siteplan 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. TIME LIMITS 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 THE PROPERTY OWNER'S RESPONSIBILITY 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) r- - Leslie Kanes Weisman, Chairperson Approved for filing 219& /2024 BOARD MEMBERS ��F S�U�y Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O �lp 53095 Main Road -P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora _ Office Location: Eric Dantes �p Town Annex/First Floor, Robert.Lehnert,Jr. Ol,Y. 54375 Main Road(at Youngs Avenue) Nicholas Planamento 400 t Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 October 1, 2024 Brooke Epperson AMP Architecture 10200 Main Road, Unit 3A Mattituck, NY 11952 Re: De Minimus Request, File#7940 White, 230 Kimberly Lane SCTM No. 1000-70-13-20.19 Dear Ms. Epperson; We are in receipt of your correspondence, dated September 26, 2024, requesting a de minimus approval related to ZBA determination#7940,dated September 19, 2024, in which a variance was granted to allow for exceeding the Gross Floor Area when constructing additions and alterations to an existing single family dwelling. In your letter, you explained that after the public hearing of September 5, 2024, your client has requested that you design 56 sq. ft. of additional living area space to make a mudroom larger within a garage. Accordingly, the Gross Floor Area(GFA)will increase to 5,920 sq. ft., exceeding the allowable GFA by 468.1 sq. ft. I have reviewed your request, the copy of the Architectural Plans that you provided, and the Board's September 19, 2024 determination which states that "Remaining porches, decks, garages, unconditioned areas and accessory structures may not be converted to living space. There maybe no further expansion of the Gross Floor LivingArea." I have determined that your request to increase the GFA for an additional 56 sq. ft., although contrary to the cited condition, is de minimus in nature. Please note all conditions of approval shall remain. Submit two (2) fully amended, dated, signed and sealed Architectural plans depicting the changes, and contact our office if you have any further questions. 2Sin , slie Kanes Weisman, Chairperson cc: Building Department Fuentes, Kim re�i �1qO From: Fuentes, Kim March 14, 2025 10:18 AM Sent: Friday, To: 'Brooke Epperson' i Cc: Anthony Portillo; Sakarellos, Elizabeth;Westermann, Donrl' MAR 1 7 2025 Subject: ZBA#7940,Alexander White, 230 Kimberly Lane Hi Brooke, In speaking with Amanda, we now understand that per your request to increase living space 56 sq. ft. within the attached garage space, the Gross Floor Area did not increase since an attached garage was originally included in the calculation of 5,864. sq. ft. We will accept and approve the plans received on March 13, 2024 (with revision date of September 26, 2024) Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim a southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 IMPORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineeredlarchitectural plans that indicate a revision date, and are signed and sealed by the design professional. From: Brooke Epperson<bepperson@amparchitect.com> Sent: Friday, March 14, 2025 9:39 AM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Cc: Anthony Portillo<aportillo@amparchitect.com>; Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; 1 Fuentes, Kim From: Brooke Epperson <bepperson@amparchitect.com> Sent: Friday, March 14, 2025 9:39 AM To: Fuentes, Kim Cc: Anthony Portillo; Sakarellos, Elizabeth;Westermann, Donna Subject: Re: REMINDER:ZBA#7940,Alexander White, 230 Kimberly Lane Hi Kim, This was a tricky one, the numbers in our chart represent two areas: The Proposed Gross area of 5,864 S.F. is the total area of the dwelling as defined by the GFA definition. That definition does not specify liveable area but does include garage spaces.Therefore, the total GFA of this dwelling is in fact 5,864 S.F. The de minimis we requested was to add 56 S.F. of liveable space within the garage space due to the condition stating these remaining areas were not allowed to have additional living space.Therefore our numbers in the chart under Proposed habitable space went up by the 56 S.F. If you'd like I can change that chart to say liveable space. Please let me know how to proceed from here. Thankyou Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com On Fri, Mar 14, 2025 at 8:12 AM Fuentes, Kim <kim fuentes@town southold ny us>wrote: Hi, I i We received your site plan and architectural plans today, dated 9/26/25, showing the proposed GFA of 5,865 sq. ft. Please let me know if these plans should be updated with a current date and show the de i minimus approval granted per letter of October 1, 2024 for proposed GFA of 5920 sq. ft. Or please explain otherwise. I have attached the letter of October 1, 2024 and copy of the plans received today. 1 w AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build September 26,2024 Southold Town Zoning Board of Appeals 54375 Route 25 Southold,N.Y.11971 Re:White Residence 230 Kimberly Lane Southold,NY 11971 SCTM #1000-70-13-20.19 ZBA File#7940 Dear Board Members, We are in receipt of your findings,deliberations and determination dated 09/19/24. Per the Board decision to grant the relief for 140 s.f.of additional living space above the allowable GFA there is a condition that states: Remaining porches,decks,garages,unconditioned areas and accessory structures may not be converted to living space.There may be no further expansion of the Gross Floor Living Area. We are requesting a de minimis relief for an additional 56 s.f.of living space within one of the existing attached garage spaces. Plans showing this area have been provided with this request. The addition of this 56 s.f.does not increase the degree of non-conformity for the allowable GFA at the property. We apologize for this request after the public hearing.The client had requested this additional space to make the mud room larger by making the garage smaller,this request came after the hearing and we feel this would be de minimis in nature. Thank you, Brooke Epperson AMP Architecture heooerson�a-amparchitect (631) 603-9092 �.,• RE1'61011Y PROPOSED SEPTIC SYSTEM DETAIL N.T.S. JI ->: Nop—T-0 VIL V Pz04P m r nxa ••r:..- N 9764 m Iso.o6 aumLT®n. mew,Ta�."r. o; is an u,eou..•og.r mem,e�L.. L I -- NO1E' EPTIC TAN K 3 nntroae �a+6o mrc.mne m n nil��,anss v4ot�„a>mouas�xamnvl LEACHING POOLS �� n.�o�sxw®�/u'�am'�rTwm�iw� iY�w'�v sTa+6e�T��sr si•�H- p s. T^ n uLm+fR mm�neela� ��°i T +1 ULmmimsw�uvavumwmsrmiaectswrtxmm�. Ioa[4ura] '� U 3 sLmesamcivasauo-naiutmetuva,xuLeuri'mc .I.w.ew,omwaenxanivao�msum su,a S Q �•r��o-..unm•xru�:r.rrmz® �essuuaxrrau� .2 als®11m ciMtwvo YLuff9Wlff rysirnnsYLLrc a'wux wm�V�'tl'�� sL6�sa�c6iwvs --^^ V/ 3 J dB BILILT LGGdnGU6 O = Q N A' $ n' W 3 F�-L lL f la 21'27' LU ;e 1b 26'31' 4 9 To ea ouccanasro "s eob Y 3 _ 3 ) .2 45'43' LOAMY GAND T a f g 3 47'42' Z 4 48'38' 6dwo Q Z a 5 42,45, H g sommn Q 6 50'51' QQ m 7 53'43' TEST HOLE a 17 49 ar� 9 55'47' 3 p E C E WE m �n�ro e,ee Y v �, ° FEB 24 ZBB9 D d of TDWM OF SDUIHDID A) Y O � I z m " is I Lj V-1ME5ERL_Y L_ANE SITE PLAN �� 6� r i-. B M.M gin, I IS,I :: �. per BNEbTWMBEF., SCALE:1"=30'-0' I S-1 4 33+ ��- NECK ROAD SURVEY OF PINE LOT 19 �� •p MAP OF t PARADISE BY THE BAY dyp ��• FILE No. 6463 FILED NOVEMBER 4, 1976 SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-13-20.19 SCALE 1"=20' _ OCTOBER 12, 2023 N N AREA = 47,022 sq. it. 0 1.079 cc. CERTIFIED TO. EASEMENT FOR WELL & WATER LINES FOR LOTS ALEXANDER WILKE APRIL MocKENNA WHITE ON THE EASTERLY SIDE OF Ipb{BERLY NAME RIDGEWOOD SAVINGS BANK, ISAOA IA o SPANO ABSTRACT SERVICE CORPORATION _ _ TITLE No. SP49405-S I LOT 20 - _ - - 315.9 FIRST AMERICAN TITLE INSURANCE COMPANY FOUND iTNNCE - - CONC. € (A 8 04N. _ -�- O Ir - - - CNNN LW FENCE - - _ 1}1T` a iw "oN. N 8 w06'50" E _ _ - 5 RIAYEFaErDOD W -Wni - _ - - •'•' :.'::.." a° sraRAGE v1m ors D.sE INwLr Of g.: "•. A L� MTER 4 r.',�. .`•SfOdE. - RAT. ' •+ I POOL I':-::. ''::. ,: .,•..: NEATER am CIO— IQ1 I WGROUNO POOL - _ 26•5' - •V • I C I� . 1 O I _ l2) .• „ b ~ ,�� Or o", , ot OD • STORT NNESER tl IJN I 10DA� •,p OPEN • � —1— � ,+YETAI FENCE' '•:MAtx �� WpOp PORTA, 01 I.�•I1 PUT. C. 21M SfDRY NNE 1,.6 +IDOD — 2 .SEK w.� 74.9' h' m sroRF NNE-T 2z'3 '_I I �y q N LOT 19 En Ro I aA En a r II < Ln p �~ I O - -- --- --- - --- o�z 14.6 I = O tz sTONE .I} H Is �GFIRE PIT10 1 yE7 _ /,.i 610Rt 130 /i Q b.� I BIACKPAVO61EP5 I °AWRIDOW I I GAS N r I I METER r II end STORY TrA SRT PO IRIS J jME'IEERR C _ E.4 I" N O w lq V11VE FENCE 1 J- C11 TFELL 4.0'N. N NNK FENCE �- _- , IWIRE FF7KL _ _ - ..T� 309.69 FENCE 3.b N. BE1JiAl1®DCK CURB- _ - - TO THIORREO ALTERATION6AVI DR ADDITION! OF I • ; _ FENCE 3.0'N. _ _ - _ c. SE O 7209SURV TS A N EW YO Di W61 SEC ON EDUCATION LA OF 71E NEW YORI(STATE A" - _ ASPI"L1 ORNEWAY MW TAW. W NEFAL FENCE THE u OF MIS SURVEY NAP NOT BFR Na CE S 186'06'50" _ - - .DATE . THE SSE SSEAl_%R'S D01' SEAL S n DrS.1]E TOB E A SEAL SHALL NOT BE CON3mERm EASEMENT FOR WELL & WATER LINES FOR LOTS ro BE A vAEm TRUE eopr. LOT 18 ON TXE EASTERLY SIDE OF KIMBERLY MANE CERIOICAT O E INDICATED HEREON SHALL RUN I I DILLY TO 1HE PERSON FOR WHOM THE StR1VEY IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMP-r,GOVF3aaEIITAL AGENCY AND I T"OON.CERTSICARO ARE HEREON. ro THE ASSIGNEES OF THE EENDUIG NSR- THE EXISTENCE OF RIGHT OF WAYS I AND/OR FASENENIS OF RECORD,IF ANY,NOT SHOWN ARE NOT GUARANTEED. SIDAMA`D'"'RTTD""`SURVEYS MABUSN Nathan Taft Corwin III STANOA L MR 1,IM R AS AND EPTM SU II ME AND ENONAPPROVED AND ADOPTED F��SS ""`N.T�"�"°R S'"�"m Land Surveyor 7RILE ASSOCIATION. Successor To:Stopl J.Isaksen,JF.LS. Josep A.Ingn.Lg. Title Surveys-Subdivisions- Site Plans - Construction Layout PHONE(631)727-2090 Fax(631)727-1727 OFFICES LOC47ED AT Wes'ADDRESS 1586 Slain Road P.O.Box tfi Janusport,New York 11947 Jamaaport,New York 11947 N.Y.S.Lic.No.50467 E-Nail:NCorw1n30aol.wnn w SITE LAYOUT NOTES: PROJECT/ZONING DATA - I. THIS IS AN ARCHITECT'S SITE PLAN d 15 W 5 x SUBJECT TO VERIFICATION BY A LICENSED TAX MAP# 1000-70-13-20.19 x m W o SURVEYOR. THE INFORMATION z w 3 REPRESENTED ON THIS SITE PLAN 15 TO THE °z ZONIN ARCHITECTS BEST OF KNOWLEDGE. G DISTRICT R-40 CONFORMING u N0502640"W 150.06, 2.SURVEY INFORMATION WAS OBTAINED LOT AREA 1.1 ACRES z o W FROM A SURVEY DATED 10/12/23 a J" i AND PREPARED BY: GofO -ONE FAMILY DWELLING Q a Y WITH GARAGE AND ATTACHED #Z-I'T944 ;4/14/1469 w 5 NATHAN TAFT CORWIN III DECK5 _________ _------ ' 1556 MAIN ROAD GofO -GARAGE AND DECK #Z-24519 ;1/25/Ig96 m T------ 1 JAMESPORT N.Y. I194'i ADDITION TELEPHONE• (631) 12l 2090 GofO -BATHROOM ALTERATION #Z-33265 ;4/II/06 H a°O W � GofO -ALTERATIONS AND #Z-33564;2/25/04 o c w ADDITIONS = 50' AR YARD SETB- -_-_-_ACK _� I I oa Na GofO -IN GROUND POOL #3g264;10/4/17 ° O I I I Q I m VARIANCE APPROVAL PENDING o m o N a I(1 <iv 1 axx¢r Q FLOOR AREAS PER$OUTHOLD.TOWN CODE,SECTION 2&0-4: a' zdxzQo ' COD I EXI5TIN6 EXI5TING °w 0 W EXIST. IN GROUND POOL HABITABLE 6RO55 $ c ux 3 Z Z Q I� SPACE AREA o c s F FIRST FLOOR AREA 1,412 S.F. 2;129 S.F. rc a c ' I W I r NI I k z2oaa Q 20.0 EX15T. STONE PATIO SECOND FLOOR AREA 2,506 S.F. 2,9a5 S.F. a y a Io n W 2 U L AREA TOTALS 4,260 S.F. 5,7724 S.F. c c a o O PROPOSED PROPOSED I Q O HABITABLE GR055 SPACE AREA FIRST FLOOR AREA 1,612 S.F. 2,569 S.F. QD EXIST. STONE FIREPIT I io , SECOND FLOOR AREA 2,506 S.F. 2,94I5 S.F. D 70 EXIST STONE WALK i DECK O AREA TOTALS 4,420 S.F. 5 564 S.F. +' EXIST. STONE PLATFORM M� EXIST. FRAMED OO I ALLOWABLE GFA PER CODE 260-20'1(A)(I);5,451.1 S.F. W W PERGOLA OVER DECK EXIST. GAS METE EXIST. (2) A/C UNITS R 4.5 � I LOT COVERAGE � 24.6' EXIST. OUTDOOR SHOWER SOUTHOLD TOWN-CODE 280 _ EXIST. (2) A/C UNITS 21.��' .0 I I EXIST. SHED TO BE Q .� 4 REMOVED DESCRIPTION(FOOTPRINT) AREA COVERAGE EXIST. ELECT. METER j 2.11 XISTING DWELLING 25.6' aid, a TOTAL LOT AREA 4'1p22.0 S.F. m 30.2' EXIST. ' EXIST. MA50NRY BLOCK WALK EXISTING DWELLING 3,209.E S.F. 6.5% PROP. ADDITION WITHIN i l 5 Q EXISTING COVERED PORCH 10.0 m 2ND EXIST. GONG. APRON EXI5TING REAR DECK 116.3 S.F. 1.-1% 1 I ry I EXISTING FRONT COVERED'-'�22.4 OVER EX15T. ASPHALT DRIVEWAY PORCH 405.0 S.F. O.9% PORC I WITH BELGIAN BLOCK CURB EXISTING POOL ,aa.&S.F. 1.1% MOD. COVERED PORCH 111 PROPOSED ADDITION WITHIN O 139.8 S.F. 0.3% EXISTING COVERED PORCH OD. BRICK WALK - I TOTAL AREA OF ALL STRUCTURES 5,332.7 S.F. 11.5% W z I_ . RI -- 50' F�vONT YARD SETBAG O MAXIMUM LOT COVERAGE ALLOWED: 20% W Z g •� �9 I I EXIST. STACKED ' z ~ W z N i STONE WALL r I I I w w o " I III Y� x I I I ZONING REGULATION5 MAIN BUILDING aE o a U. SOUTHOLD TOWN GORE 260.,. R=1540 00 5063��O"EO EXIST. PROPOSED COMPLIES 0 L= 81.35' 0 a MIN.FRONT YARD 50.0' 'T4.9' 74.9' YES MIN.SIDE YARD 15.0' 21.-f' 21.1' YES K I M B E R L Y LANE MIN.COMBINED N O 55.0' 55.3' 555, YES ° SIDE YARD5 c PROPOSED SITE PLAN MIN. REAR YARD 50.0' I78.3' I'78.3' YES a o /9lA SCALE: 1" = 40'-0" MAXIMUM HEIGHT 55.0' 26.9' YES W c 111N ix OENERAL SYMBOL KEY: " w gz �-�-.--,{ NEW FOUPVATION POLL m W o r� EXISTING TO REMAIN F-•� F Z w I� U J W K NEW WOOD FRAME ""W z ZO W— O . = U QR�N EXI5TIN5 w z REAR DECK w 0.5 o=zJE ZUOQIn aazo=W LL " o Ex E0 ❑ =O R O 2 J O j Q W O O Q U N d R W Q R�=OOm1 " W Q�E r z Z R awao �zk=o ee, MOD. o=3 a g SCREENED IN LL Z =w r PORCH "3a IX �9 313.65.F. ga w a zmo LL Z U — w 2 ZI W wv,aom -1 Eooa coi — 21'-5" - 20'-O" 6'-O" EXIST. EXIST. N M DROOM 143.65.F. =. -1 GARAGE 6 529.5 5.F. W R� 4_j — U PROPOSED m N m KITCHEN — EX151. LIVING - 40I5.F. ROOM o + ~� 4'—Oy2° 272b S.F. N cV 2'—O' —4'—O"—,r 2'—O" — y2 I (I - 1_1 U rNIRr. ph1w. ',^ LL L. p PROPOSED `r E IST. LAUN RY DINING ROOM - 4'-I jy2" 4'-3y2" ROOM i( 126 S.F. � 2-O - -• �l PROPOSED 52.5 5.F. P OF DEN `. BATH O tt1 2T15.F. t- 0 R+rttr. dJ FI --- --------- I LL1 - r 0) 14—waa riZ >- w zp I I 2 w PROP. ADDITION G_ .,WITHIN EXISTING I I -Oy2 30—2y2 EX15T. NLLI J COVERED PORCH Y = _ O I— MODIFIED i 456.3 S.F. O N O COVERED F————————————————- aya. ,' ' a N PORCH an a. IX a CN -- f,• t Cq PROPOSED FIRST FLOOR PLAN SCALE: I/6"= I'-O" R cW7.N o a OENERAL 5YMS0L KEY: zm w gz wax EXI5TIN&TO REMAIN p==1 NEW FOLMATION WALL Z. i F zrm3 NEW WOOD FRAMF m�wF fOJZJU o��aF W w J r 2 ��Qma mragw 00 x Z J w Z 0K 0 4 �aFwm x p LL O W 0 0 LL p 3 Z. _ J O W Q EXIST. o oS=m BEDROOM w¢ p 3 ha¢wa PROP. -till x o W o N o ry I"1a.3 S.F. a x 0 m ¢room EXIST. 5TACKABLE Z �=k a Z LL LAUNDRY ZO BEDROOM I N A0AIN5T 0W. } 231.1 S.F. m J 50" WALL �tV " W=3 a o (`f op�rF PROP. DEMO OF WOOD N w x a o CEILING. PROP05EP TAPE, 'm 3 o a 26'-O" F-� N =_ SPACKLE AND PAINT ENTIRE �p 0 5 m w cD 3,_5„ 1_bn i-O" 3'-O" _ O -� a z c .m _ ROOM. _ N MOD. - a WNaoa PROP. j _ 7-I I' /REPLACE HIGH BATH. T. o o m Q HATS , 46 S.F. CATHEDRAL W.I.G. in x O rO�X�15T . CEILING l r l `t Fo XIST. = ATH. k"wmTc`r�� EX15T. cv EXIST. GREAT TH. ' 2 5.F. I \ / GL. =�y ROOM � N PROP05ED� 3-4 F2'-5" L 42.4 5.F11 4-1a.6 S.F. — — — — — — — — — — — BATHROOM cY UN9, -5" ' _r> 5'-II" 4--1 — MODIFIED 216.5 S.F. 3'-6" U .� _PROP. BEDROOM y,�I G I T � � m BATH. ' 4'-0" 2'-5" 4'-O"m +' 24.6 S.F. 5.5 S.F. 17 U PROP. BATHROOM RENO. 3'-6" _ Q _ in G EXIST. EXIST. ' Q BEDROOM BEDROOM _� m 2'-5" _ 152 S.F. = a6.5 S.F. O , EXIST. r — ATH. 2 W � W Z 0) WQ gTA o W ; Z � wFn mo EXIST. LU Y m BEDROOM4'-6" cV o cM f 214.4 S.F. oLL N �O Aldo% o El PROP05ED SECOND FLOOR PLAN SCALE, I/W P-O" ^'`•�'•=a •a'U.,.C3,,d` k,;t�� M in a ¢ 5ENERAL 5YMBOL KEY: z w �Y ~mao Pw EXISTING TO REMAIN �:� NEW FONL7ATION WALL o z W 3 (~j J 2 NEW WOOD FRAME lx(7 W Q Q~ W Zp '= O Z J x EXIST. REAR E d-wJ w`5 DECK o W w J~Z R mmIL mwa3¢ gj o 2 z J w ZJ U O Q N J Q 4=W N ¢azo= wx O w w x <oLLz3 a�z. z w oF w,n Q oaa -I" �S'N �a¢wQ y �w 4. a� rw w z¢ 2 2z_v'zr coi ww_IQ¢¢} O w?�Z Z t- EXIST. w O N U w~x Z F SCREENED IN a w a o mw3¢a PORCH Mu. 313b5.F. ttl z W In Ja o a O EX15T. EXIST. in o o m 5 EZEWAY n 143.65.F. = GARAGE 23'-10° 21'-5" s 52a.5 S.F. s d EXIST. DINING :3 _0 ROOM 4_j 180A S.F. EX15T. LIVING (3) m =ry m @1�� EXIST. 0 ROOM 4_j �` cV KITCHEN Ll j— 212.E S.F. cV 23'-5y2" + 280b S.F. t- `t L--,o, Oy2.. 4'-0 AT " E IST. LAUN RY c� m ROOM _ G '-1014-4'-O"-12-O 52.6 S.F. Q - t- T EXIST. LIVING ROOM210.5 S.F. 1_31i2„ l (V w ti w Z M w V H- uZ.i _>i z EXIST. N It 2 o EXIST. GARAGE w 20 00VERED 456.5 S.F. E M PORCH 0 cv N 40�.(_�1�4 -, TIT 7 - N O F N �Ay� EXISTING FIRST FLOOR PLAN SCALE, 1/5"= 1'-0" , ��,.�.� 09 o a� a GENERAL 5YM50L KEY: 2 N W y �wa¢ EXISTNe TO REMAIN 1=� NEW rMDATION WALL �Qa. NEW WOOD FRAME x a O Z O W O Z J= UaQ�VI K U K a W a w S J Y W mwoo.3¢ r gw O S Z J US JZ O R=w, J Q� US W� aaZo W= O a o W S Z O G o a WZ3 3-1Oy2" zwoWa -O 4' " I r yWja¢w¢ __ I oawo�o EX15T. R-€om a¢a�0 BEDROOM - w ZaZQ z. =ry IT9.3 S.F. o o,w z z EXIST. O ¢ 3Zw oo�r� BEDROOM m N EXIST. GREAT <N 3 231.R s.F. ROOM EXIST. a gaFor t 419.6 S.F. TH. �(� m z V z�Fi ry — — Como 5'-311 _OII _3" 0'-11" EGILT.O e XIST. —EXIST. ATH �\ TAM`7 EXIST. EXIST. ,— EXIST. TH. rye' 2 S.F. GL. U ry EXIST. MASTER BATH. �' BEDROOM 3_4-�I_� 42.4 S.F. ri ry N BEDROOM 12T S.F. _SI, o , 221:7 S.F. - 3'-6" '— + EXIST.p '^ OL. J 54 S.F. BATH. i dJ n Q T LL rip3'-6" ry EXIST. EX15T. i BEDROOM m '-O" BEDROOM n1 2'-�" 132 S.F. = 96.5 s.F. O , EXIST. r � — ATH. ry w 1• _3y211 m W W z o� LU }� Z _ p it LU w � 0 � Yx 0 1— O EXIST. N N m BEDROOM 4'-6" cV D A c 214.4 S.F. M. a. w �10-1 ,^ r Syr, t 0 O I I I_311 aU N cq EXISTING 5EGOND FLOOR PLAN SCALE. IW m I'-O' 2aOlA5.F. HABITABLE SPACE; 2gg4A S.F. 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IMII Mill u mmlmmmmm■muiII 0. ��`III ��nl�lm■mnlm11.mnlmini�nlm11■momllmnm��.mnlll�ll.■mmmn�ll■i■mlmll�mm�� ,—V�mIImmIII■n��lmll �'"► ICI �� SITE LAYOUT NOTES: F'ROJEGT/ZONING DATA Z • I. THI5 15 AN ARCHITECTS SITE PLAN d 15 ( r SUBJECT TO VERIFICATION BY A LICENSED TAX MAP# 1000-?0-15-20.Iq SURVEYOR. THE INFORMATION o o W 3 REPRESENTED ON THI5 SITE PLAN 15 TO THE I z Q ZONING DISTRICT R-40 CONFORMING J a� \ ARCHITECT'S BEST OF KNOWLEDGE. a a a� NO'3°2b'4O"W I r7O.Ob' 2.SURVEY INFORMATION AS OBTAINED LOT AREA I.I ACRES W c i w FROM A SURVEY DATED 10/12/25 Cofo - ONE FAMILY DWELLING o J all a J AND PREPARED BY: WITH GARAGE AND ATTACHED #Z-I"Tg4q ;4/14/IgBq -w a0� _ -- -- - NATHAN TAFT COR 1IN III DECKS F m a 1 GofO -6ARA6E AND DECK #Z-2451q ;7/25/Iggb m w 0a 3 1586 MAIN ROAD a JAME5PORT N.Y. I Ig47 ADDITION 15o o c w 1 TELEPHONE: (651)-121 2Og0 AZ-33265 q/11/OS < w GofO -BATHROOM ALTERATION I a a z o x�awx 11 i CofO-ALTERATIONS AND iiZ-53564;2/25/OCI I c LL o W 4 li o¢ ADDITIONS I A R "A G:i �'_' A < - - -- - i N #3g264;10/4/17 z w g W Qa GofO -IN GROUND POOL N o S -.. -- 1 � < U 1 � VARIANCE APPROVAL PENDING 1 a o m m ) �) i m FLOOR AREAS PER 50yTHO1 Lt TONW GOD1=;SECTION 250-4 w I ^ I EXISTING EXISTING W a c�z zF 1 , HABITABLE GROSS S z=�z z EXIST. IN GROUND POOL 3 Z 1� E SPACE AREA 2o�r W/ x z- �� FIRST FLOOR AREA 1,472 S.F. 2 12q S.F. a N 3 z¢oaa t(l r 2,808 S.F. 2,gg5 S.F. a awe W EXIST. STONE PATIO FLOOR AREA x SECOND 20.0' W=i W v AREA TOTALS 4,250 S.F. 5;124 S.F. o o m co ij j O PROPOSED PROPOSED r ) ^ O HABITABLE 0R055 SPACE AREA EXIST. STONE FIREPIT I � :� I FIRST FLOOR AREA 1,612 S.F. 2,8b9 S.F. -_ SECOND FLOOR AREA 2,808 S.F. 2,gg5 S.F. EXIST. 1 EXIST. STONE WALK AREA TOTAL5 4,420 5.F. 5,864 S.F. U :D WOOD EXIST. STONE PLATFORM DECK ^^,, MM ALLOWABLE GFA PER CODE 280-20'i(A)(U;5,451.1 S.F. W W EXIST. FRAMED � i © 4_j PERGOLA OVER DECK I EXIST. (2) A/G UNITS EXIST. GAS METER 4 5' LOT COVERAGE () 24.6' EXIST. OUTDOOR SHOWER EXIST. (2) A/C UNITS I1 21•�' - N 4 0 F-X15T. SHED TO BE DESCRIPTION(FOOTPRINT) AREA % LOT F REMOVED 01dg Not COPY from Z�R COVERAGE Q_ Q 1 EXISTING DWELLING 25.6' �sq�l mVittved d is @ q.q',L TOTAL LOT AREA 47,022.0 S.F. EXIST. ELECT. METER 2 1 - � �/as �0g.8 S.F. b.8% EXIST. MASONRY BLOCK WALK EXISTING DWELLING 3 Q PROP. ADDITION WITHIN , m 50.2 m 5' END XIST. EXIST. GONG. APRON EXISTING REAR DECK T76.3 S.F. 1.7% EXISTING COVERED PORCH I f0.0' N I EXISTING FRONT COVERED 405.0 S.F. O.g% �22.4ry OVER j ' EX15T. ASPHALT DRIVEWAY PORCH RF(, EXISTING POOL 7gg.8 S.F. 1.7% D PROPOSED ADDITION WITHIN 1 MO . COVERED PORCH i PORG I WITH BELGIAN BLOCK CURB E�VE� 11J � 13g.8 S.F. 0.3% r I O EXISTING COVERED PORCH MOD. BRICK WALK \\ MAY � ) ZQ TOTAL AREA OF ALL STRUCTURES 5,552.7 S.F. 11.5% 4 C.' z a � \ , MAXIMUM LOT COVERAGE ALLOWED: 20% uJ Z O I EXIST. ST GKED d I ZONING BOARD o = o W z EX 5 A F ALS ' STONE WALL r \ I APpE w Y o co 1 ZQNING REGULATIONS MAW BUILDINS o N N LL 1 1, I 50UT4•fOLD TOWN GOD��280 = - - - �'",' ..�, a R=IS40.00' S03°53'10" O EXIST. PROPOSED COMPLIES E�" ;9 r 0 L= E O p r' MIN.FRONT YARD 50.0' 74.q' 74.g' YES s MIN.SIDE YARD 15.0' 21.7' 21.7' I YES k a O K I MBERLY LANE MIN.COMBINED x� �� SIDE YARDS 35.0' 53.3' S3.3' YES G `� _ 0 M C r ./ cn I MIN.REAR YARD 50.0' I_L5 3' 178.3' YES PROP05EP 51 TE PLAN MAXIMUM HEIGHT 35.0' t 26.q' t 26.q' YES ' %� E''• SCALE: 1" = 40'-0" �v, _ �' o a I ' CENER,AL SYMBOL KEY: Z w �s �wao mw Q O W 3 �� EXIsms TO REMAIN P8!FOUtmAnON WAIL U 0 F¢¢ FON WOOD FRE w uxi w'= AM oZ�x U a a¢w OJ¢aH EXISTING �w5 z REAR DECK mwa3a oxz�w I Ja�WN =aQwx °zo¢wx a 3 _ oases- a¢tia O w O_O axx¢a+ a¢ -w i zaz�c 1� I MOD. U wcoNw I ¢=3ao SCREENED IN a o r PORCH ¢W�am z M o �9 313.65P. a W Z z wwaoa 1 _ j�o0acc.� 20'-10" b'-7" 21'-5" !4� XIST. MUDROOM EXIST. N GARAGE .b5.F. 'ry nn,, D- 924.5 S.F. W i --- - 70 I� U PROPOSED M � m z KITCHEN - EXIST. LIVING -ry , 401 S.F. ROOM it + � �` 2" 2_O' 2172.6 S.F. (V I 23'-5y2" U ry j 2'-O x-4'-O"—x - - - - - - --- c� �.I Q to ram. _ _8 '-Sy2 21-4y2. Cll 'I 0 G.L PROPOSED `r E I ST. LAUN R'r G DINING ROOM - _ 4'-1�2" f 4'-3y2" ROOM - 2'_0'I 126 S.F. - 82h S.F. PROPOSED - P OP DEN BATH -�' Bldg Dept COPY from ZSA n Final rev' I d docnsnts w r- ' I ZSA I'll cI`fV W z rn m Date: / l /a W E Zw J } PROP. ADDITION -�" _ 'uj 0 WITHIN EXISTING EXIST. 6LJ _ COVERED PORCH GARAGE MODIFIED 456.3 S.F. Q LL N N COVERED J PORCH - A.�j c y a o rb,. a 0 CL 4 CL 21'-3° s , ! Nco ' PROPOSED FIRST FLOOR PLAN a GENERAL SYMBOL KEY: I "Z N F===� EXISTING TO REMAIN NDV FWNDATION WALL F w a m w O oZF3 a U J NEW WOOD FRAME z y=0 W O Z�= OJ¢¢ w Ww�tZ 1?Qma m W 6¢W I ~O S 2 J W ! Z U O¢N J Q F W N 3-I Oy2" I5'-O" r N< W 4'-0" zo¢ox EX15T. z a a BEDROOM � W�Na3 ,gaaw¢ PROP. 17" h a=_¢m =ry Ilq.3 S.F. 5TACKABLE - N a a=LL EXIST. ) LAUNDRY �— w z¢uz a BEDROOM N AGAINST o w¢ ¢ 231:7 S.F. m / 50" WALL ¢=3¢>a o �w=NW PROP. DEMO OF WOOD =ry Z s z GEILING. PROP05ED TAPE, 26'_O" ry =_ SPACKLE AND PAINT ENTIRE O �p _' `c I ! a a w w -O" 3'-O 1,e,�T' ROOM.lMOwo 7'-II.. REPLACE HIGH 1 BHA7ATH.PROP. i - . . . i �V6 46 s.FCATHEDRAL r � , GEILING XI5T. N . ^* � EXIST. EXIST. GREAT I \ / I = -- - TH. 2 S.F. GL. n W - -- --- , � �`�-- u- L y _, �. ROOM � N / I PROPOSED! 4q F 3'-4"�2'-5' J~� 42.4 S.F. i 4 iq.b S.F. - - - - - - - - - - - - BATHROOM _ �� _ 0 _ j MODIFIED 2165 S.F. _ - +j - PROP. -_-- 3'-6 N m BEDROOM W 1 G I T\ 251.E S.F. I — BATH. 4'-O' 2'-5" 4'-0"l� � 24.6 S.F. Q - PROP. BATHROOM L— RENO. j EXIST. EXIST. ' BEDROOM BEDROOM 1 132 S.F. = 965 S.F. O I EXIST. (V ' - BATH. - i N Bldg Dept coat'from ZSA Z r` Final revieH-7oci"�,,. W grq ZBA FII `g W U rq Date:tel /02 w � r _ z a EXI5T. w � o m BEDROOM a 4'-6" _ of-- N 214.4 S.F. _ o N r r.1 f PROPOSED SECOND FLOOR PLAN . Lo Q ' , w GENERAL SYMBOL KEY: y I z i w s m w I===l E45TIN6 TO REMAIN NEW FOUNDATION WALL U j r- �aQ� NEW WOOD FRAME N N w oZ�= UQ �J1 EXIST. REAR g W DECK ww��Z w ImFcaaw o�z�w IJccam a F W N Vl Q U Z 0-0 W x Q � a�z.3 z5 1 0 m wQ x.i � zazr�c ORwl=�C zz ILLWp:~/1U i- EXIST. ,-g j I law'xao t SCREENED IN W Z�30 PORCH aZ�W 313bS.F. 1 z °um-a2 o a O EXIST. EXIST. N w M o i�-ocao B EZEWAY GARAGE N d EXIST. DINING ROOM j 180.9 S.F. c o', I - U EXIST. LIVING I m EXIST. ROOM N KITCHEN ZR2.6 s.F. iv 23'-5y2" 280.E S.F. — y O r'Oy2 T�— IF 4'-O" �.'re Rr. j° 21,_4 2' I� I� I' IST. EX15T. LAUNDRY C TH. ROOM G 8 5. ---- -10';V-4'-0"—Q-10 82.8 EXIST. LIVING m ROOM I I,_3y2„ (V i I W uj I� Bldg Deft copy from Zs.A U Q � Final revievae� W Z -J ZBA fii # 7�ot6 W Z Dater EXIST. EXIST. GARAGE Lu Y 0 COVERED 456.3 S.F. D. O PORCH N o N N �A3� o a V` Nt itco o EXISTING FIRST FLOOR PLANr .� 50ALE: 11W=V-O" ;, ��_-'.sue='=` s ti, ,er"�✓ w OENERAL 5YM80L KEY: z W � x Irwa¢ F--� E a5,nN&To PWAAIN NEW roavATION Kk.L o o w 3 —z=¢ NEW MOOD FRAhE N N w W oz- �wJ fam W ra a w mwa¢¢ ��aJ> o=zJw i Z o LL O= a -O" I��ooa 3-lOy2" a Ioa��U Oo 3 4'-0" 5'-3" HWI !Wi 1 Nn¢N¢ owO—o EXIST. ¢r5om BEDROOM EXI5T. BEDROOM EXIST. GREAT ' rn cv w y w 3¢a 23I.71 s.F. ROOM EXI5T. a a a W w az¢�� t 419b S.F. TH. a J > I�oo�aco EXIST.O XIST. IM XI5TLF N ATH. ��TCM EXI5T. � EXIST. EXIST. s ! 12 s.F. i \ / i BATH. r EXIST. MASTER _ BEDROOM3_4 _� -' 42.4 S.F. r U 5) BEDROOM 22L'1 S.F. -- EXIST. --- GL. U 34 S.F. I �5. 5P (n ' Q) N it, 0 EXIST. EXIST. ' \ BEDROOM '-0" BEDROOM EXIST. ! r ! — ATH. T Bldg Dept,copy from ZSA z rn -3y2" m Final revieveed documents U < � ZBA File# 71 p z } Date: / / _ a w z LLI 0 W O ce)� I Y O H O EXIST. N N ' BEDROOM m 214.4 S.F. ,set..`z (L }4 M �} LO It i EXI5TI NO SECOND FLOOR PLAN SCALE: 115'= P-O' R a w w 2,507A5.1'. HABITABLE 5FAGE; 21cl4A S.P. OR055 AREA L r, m �' Q Q 'S� N o a ■I AU . ,41�111 _ .�mllmlln. T - - _- AImn111m. •A11■111��n �'�011�11�1�:`._--�--- lrinI tnlln - ,mmi mn nui�n �mnm �mm�n 'w�m� mmn y-- =.�.111m111 -11111■IIII�.�mm�m - 11■nm�n �I■lm■1 1111�11 Imt ml I■11111�I nI1111N11 IIIII�111 amlll �.AIm11N11�1 mImQN11►`Ilmlll -' —_ m1111m Im�ll - - • - I■nmll Imin mIN11 �■ ilmlm IIm11�■I® �IIIII�n m11m1 ,r1■t11 1�111111 11■IIIIIm111►.'Vmin _ - malnl ■ Imm�il �_ - mmn ■' nm Immn ntll■tat Imlmm Imllm I�tn mllmllmiml nmmmnnm.�Imll - mml mnmm� _. . . 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IImIm11N��. - _� _::�. �..mwlnmmmmm.�-antnumm�ttlmlmimmmlll.. �� .aw1111nlnIP"" .�M a..�wmuml1mm11mlmmmin. - _ tminlmnn®IIIlmmrtR:�nlmmmnmmmmlmmmrt�.-�u111nnmmumnlmmn,n:�. mtlmm nmlmlmn.� Immmmlmmmn .—vmmnmmlmtnnml IIl.nnmNrlmlm1111Nm nm■IIIIn1amN111n11 �IIIII.III11t11111nIN11m111n - mmlminlmmmnlmN11/1■Ilm■ nllmmm�1111mlmnlimm n111n111m111mn1111�11 _ nm mmllmntlmumtmm�mm111 mnlmmlmnlllmmm�l L�. mnlm■tmm�lmmlmn -� - n Mill mmnmmlmmnumu mmmtnmmnml am111mmlmmmmlmmmm mmlminlmlmmmlmmnmm unmmmlmmmmlmml . .� m.nlmlmmmmmmmmnm. mlmlmlunm ° .. ,-. .. .m' Immlmmnmllmnmm�lmm111 Ilmltllmm■nitllmimilll ----IIImI1111i11111�11111�1111� - - -. .. mmltn.nlmmmmmm m�11■ nil tnm�t>tlll■nl tlr _ _ ,. min �jlj nllwmu�umllmml _ itllm�il - �Ir '1 InIm11N11mi11.nim111 IINnI/Ir .r - • -� � � I n111tnmmltlimnatl � � 1 mnllumn■Imm�m■n n_ _ I mlmn LI� ��■ ��-, .II■li mm1�1►m�11 1111�11:11 III■111��,1 III�tl�ll 1 mm�111 � �-�,11�1�n,.,,�u,. • - .. W x 51M LAYOUT NOTES: PRO,IEGT / ZONIN_G,DATA - I. THIS 15 AN ARCHITECTS SITE PLAN d 15 •-' ''' Z N 5UWEGT To VERIFICATION BY # 1000-10-13 20 A LICENSED TAX MAP '1a z a 3 SURVEYOR. THE INFORMATION o i REPRESENTED ON THIS SITE PLAN IS TO THE ZONING DISTRICT R-40 CONFORMING .- ARCHITECT'S BEST OF KNOWLEDGE. X.40 N05°26'40"W I50.06' 2.SURVEY INFORMATION WAS OBTAINED LOT AREA I.I ACRES o Z W FROM A SURVEY DATED 10/12/25 Cofo -ONE FAMILY DWELLING o -a F AND PREPARED BY: WITH GARAGE AND ATTACHED #Z-I"1949 ;4/14/1989 WLis z NATHAN TAFT GORWIN III DECKS c=~i o 3 a I 158b MAIN ROAD CofO -GARAGE AND DECK #Z-24519 ;1/25/199b ¢ - -- -------- - TIT---- JAME5PORT N.Y. 1194"t ADDITION o z o a -------- TELEPHONE: (631)'127 2090 #Z-33265 ;9/I I/08 0 �a w i 1 i CofO -BATHROOM ALTERATION a a z o 0 o N GofO -ALTERATIONS AND #Z-33564 ;2/25/011 a 9 Z o w ADDITIONS a = y _?3 #39264 ;10/4/17 50' REAR YARD SETBACK -_-___ GofO -IN GROUND POOL `a y o a F N as -- - (]I I I I a w�'-��a -- �' ' ' m VARIANCE APPROVAL PENDING 0 �F o m m i i I I Iv I I FLOOR AREAS PER. 50UTHOLD-TOWN-GORE,SECTION 280-4: i a z a Z o WpEXISTING EXISTING o e z w W a EXIST. IN GROUND POOL HABITABLE SPACEAREA U z 5 0 o N ¢= ao m I Ii I J1I NI I FIRST FLOOR AREA 1,4"12 S.F. 2,729 S.F. _¢NZ a :a o „oa lu n v EXIST. STONE PATIO SECOND FLOOR AREA 2,808 S.F. 2,995 S.F. �V20.0' TOTAL y - a IQto III Qo I III III B AR mRece AREA S 4�80 S.F. 5f24 S.F. �o o 00 PROP05ED PROPOSED225 HABITABLE GRo55 SPACE AREA of Weals FIRST FLOOR AREA 1,668 S.F. 2,569 S.F. Board EXIST. STONE FIREPIT Zoning SECOND FLOOR AREA 2,808 S.F. 2,995 S.F. -� ' EXIST. EXIST. STONE WALK AREA TOTALS 4,4-76 S.F. 5,864 S.F. ^C)� M�� DECK vicov EXIST. STONE PLATFORM DE MINIMUS APPROV ALLOWABLE GFA PER GODS 280-207(A)(I);s,451.1 S.F. W W EXIST. FRAMED I I Dated Ili" �, doa� �' PERGOLA OVER DECK EXIST. (2) A/C UNITS EXIST. GAS METER I 4 5' LOT COVERAGE._. _ _ - - 24.6 EXIST. OUTDOOR 5HOWER �� - __ ,. L _ SOUTHOLD.TOWN CODE.250-.-- EXIST. (2) A/G UNITS 217' - N 14 I I EXIST. SHED TO BE DESCRIPTION(FOOTPRINT) AREA �� A % LOT 0 EXISTING DWELLINGREMOVED 23.6' - a q' I TOTAL LOT AREA 4"Ip22.0 S.F. CC EXIST. ELECT. METER- EXIST. I m .5' EXIST.30.2' EXIST. MASONRY BLOCK WALK EXISTING DWELLING PROP. ADDITION WITHIN i i 10.0' n? 2ND I EXIST. GONG. APRON EXISTING REAR DECK TT8.3 S.F. EXISTING COVERED PORCH I N EXISTING FRONT COVERED 405.0 S.F. 0.9% -�12.4 OVER � EXIST. ASPHALT DRIVEWAY PORCH III I PORG I I I WITH BELGIAN BLOCK CURB EXI5TINC7 POOL 199.5 S.F. I.7% MOD. COVERED PORCH i I i PROPOSED ADDITION WITHIN O EXISTING COVERED PORCH 139.8 S.F. 0.3% �OD_BRICK WALK i � TOTAL AREA OF ALL STRUCTURES 5,332."I S.F. 11.5% z r- 50' FRONT YARD SETBAG W _ _ _ I I o r1 MAXIMUM LOT COVERAGE ALLOWED: 20% LLJ Z � .� o I I I I F- w z ' EXIST. 5TACKED f I i I z w a STONE WALL 1•u 0 � I � i III oI- i ZONIN REGLTION5.:MAIN_BUILDING - - o N O III G_ UA : .. - ' SOUTHOLD TOM GODS �Li_ _ ______ R=1,540.00' 503°53'IO"E EXIST. PROP05ED COMPLIES L= 81.35' ° 68.66' O MIN.FRONT YARD 50.0' "14A' "l4.9' YESr t MIN.SIDE YARD 15.0' 21.1' YES K I MBERLY LANE MIN.COMBINED SIDE YARDS 35.0' 53.3' 53.3' YES e ; >1.,,-U ,- •p' � F N MIN.REAR YARD 50.0' 178.3' I78.3' YE5 w��r`i �_ , PROPOSED SITE PLAN �: MAXIMUM HEIGHT 35.0' t 26.9' t 26.9' YES �`- ��,,��'"'r SCALE: 1" = 40'-0" o a N GENERAL 5YMB0L <EY: N z N W Y k===4 MvnNo TO REMAIN NEW F0umA-n0N WALL z m W NEW WOOD FRAME o ice,J= O EXISTING N z REAR DECK g d z ma3� 0 5 N W S z0, Uo z xd¢wx F w U 7 a p LL 2 3 d x Y�z M wW d 6 N O d F U dx�Rm ¢r om rc m dxQit-. a 'w zawao z= ao MOD. op�ri LLwp VIU 50REENED IN -►-a' Z F z PORCH aja a zw a s �9 313b5.F. r------ i r——————-- n gdWkp; 1.1 H W 2 U W K 24, I wyhalo�a � p p d U 0 EXIST. I I I I t M DROOM I A 15T 143.65.F. ��y _ ts" I L --I - - ---- , I 1 "- — ' U PROP05ED v [p I lei KITCHEN EXI51. LIVING I I I F - 401 S.P. / ROOM s I I I + 4'-Oy2" 23-5 Y211 LT2 I 7 ——————J � 2'_O �1' 2'-O" 2126 S.F. � L——————J /1 [I1 OO ®s i_ — ff" — — _ -811 -ay l°fit -7'-O" I' 2" 21'-4y2" - _ - _ � .L 4—IJy _I T o I5T. LAUN RY ROOM PROPOSED 2 DE M/N/MUS APP�®v^` < a28 S.F.DINING ROOM PROP05ED OF 126 S.F. T-I I =� DEN `r BATH DatedL 11DEll - - W ,. m W Z � ADDITIONAL DEMINIMIS REQUE5T FOR 56 LLI V g S.F. LIVABLE SPACE;PROPOSED LIVING F_ W -q" SPACE 15 WITHIN EXISTING ATTACHED = p fr Q PROP05ED ^I/ m GARAGE SQUARE FOOTAGE N LIVABLE S.F. -0�2 0-y2 PROPOSED LIVABLE S.F. APPROVED Y = APPROVED UNDER = ----- o t- ZBA GRANT #-7940 r----------- MOD I F I ED �i - I UNDER ZBA GRANT 7940 o N O COVERED O I MDFD. I N aJ GARAGE I a PORCH I 5C15 5.17. CL L----------------� PROPOSED FIRST FLOOR PLAN SCALE: I/6'_I'-0" `� W SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION `` t r'*• NORTH E3AYYIEN ROAD 1 ® PROPOSED ACCESSORY STRUCTURE PROPOSED 2ND STORY W UJI N0502640"N 150.Ob' co " �� 1 A""','a"'�"nM.s„-e�.+•�,�rp^...r.s. +��'.",r a�g:.,.:-...•t,*^"^a.`a^..a.^.°,yk _ ..., Q ;}'-� V O ^' L c. CDLo -Y � SUBJECT PROPERTY >) 2 , V 1I I t OO m a--+ C9 APP OILED AS DOTED 50' REAR YARD 5ETBAGK DATE: B.P.# ' n l FEE BY: r '� r f it N �* * ' .Y'•, - NOTIFY BUILDING BU D NG DEPA E �r •I 631-765-1802 8AM TO 4PM FOR THE p K / m . r a FOLLOWING INSPECTIONS: II ; 4 -� U 1. FOUNDATION-TWO REOUIRED II W , - p FOR POURED CONCRETE1 ,. ="ti.,.. , �' :,; ,�;�,�.�� ; rl ,a 2. ROUGH-FRAMING& PLI.I"!;!8;%NG '� '' " ✓ h ! ., 3. INSULATION IIer O 4. FINAL-CONSTRUCTION MUST Q i `' -;r ";` T'I- r ' BE COMPLETE FOR C.O. II R e 4 -�„ t 9 � -••�-J e m �. I W r � .' � y ALL CONSTRUCTION SHALL MEET THE N �,r � r JJJ '- N k- 7' •4 �1� REQUIREMENTS OF THE CODES OF NEW II EXIST. _ � � ,.w..,k� �•` � . ,� YORK STATE. NOT RESPONSIBLE FOR / 1 Q 20.01, STONE 1.. .k. ...; , .. .. _ .. . . � m.. _� . ,,.•. ��,,._ . ��r .'" � . LJ DESIGN OR CONSTRUCTON ERRORS 11 � PATIO LOCATION ON MAP � W � 11 g SCALE: NT5 < n COMPLY WITH ALL CODES OF I II ` v�! NEW YOR STATE & TOWN CODES EXIST. I I I N GROUND � �`� S�O P E : AS REQU ED AND CONDITIONS OF I Pool I �� Q II I SO ODD T04vN ZeA - PROPOSED FIRST FLOOR ADD 1 T I ONRENOVATIONS " '"'"' n .00 PROJECT LOCATION & SCOPE UIrI�w JS�ES II - PROPOSED SECOND FLOOR INTERIOR RENOVATIONS N. ,o�"-ptu 11 SITE PLAN & ZONING DATA PC II EXIST. STONE FIREPLACE EXIST. STONE WALK P RO�E�T DATA • EXIST. STONE PLATFORM -®02 .00 GENERAL NOTES II I I pp, g 11 O ENERGY TABLE t k k F @C ■ I I I � I PROJEG'T / ZONING DATA � STRUCTURAL DESIGN CHARTS EXIST. EXIST. WD. (2) A/G UNITS TAX MAP # 1000-70-15-20.1a USE- E ems_ II DECK 17 { l,I T 1F1r1!1 T. GAS - _ J1 5, ZONING'S DISTRICT R-40 CONFORMING v-00�•00 HOEDOWN, ANCHOR BOLT, METER -_--- __-- 246' -- STRAPPING, & NAILING DETAILS (,P° 0� R-AN t� ---- OUTDOOR LOT AREA I.I ACRES �'. FASTENING SCHEDULE II 1 5HOWER GofO - ONE FAMILY DWELLING EXIST. PERGOLA ¢ II OVER DECK - I WITH GARAGE AND ATTACHED #Z-17a4a ; 4/14/I11e>C1 FRAMING GRAPHICS DECKS EXIST. /G UNITS 1 EXIST. GofO -OARAGE AND DECK BEAM CONNECTION PATTERNS 42.1 #Z-2451a ;7/25/1aa6 FIREBLOCKING DETAILS I 4' x b' ADDITION II SHED n GofO -BATHROOM ALTERATION #Z-55265 ; CIA 1/05 EXIST. ELECT. EXISTING DWELLING _ GONG. APRON ia�l (� 21.7 12'1 GofO -;ALTERATIONS AND METER � #Z-33564 • 2/25/oa O .00 PROPOSED DEMOLITION PLANS II ADDITIcONS RETAIN STORM WATER RUNOFF _ _I m I II I I EXIST. MASONRY GofO -IIN GROUND POOL #Sa264 ; 10/4/17 � 1O� ,0O PROPOSED DEMOLITION PLANS ' PURSUANT TO CHAPTER 236 I EXIST. 2ND BLOCK WALK 10.0 50,2 STORY OVER VAR1A1gCE APPROVAL #'7a40 ; Oa/la/24 OF THE TOWN CODE 11 PORCH to . MOD. GOV. m 1 - 0�,00 PROPOSED FOUNDATION PLAN z PORCH rJ N EXIST. I FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 250-4: PROP. II 16 GONG. APRON EXISTING EX 15TI NG ADDITION (I 1 HABITABLE OR055 - I O�,OO PROPOSED FIRST FLOOR PLAN 0 SPACE AREA II ASPHALT 1 FIRST LOOR AREA 1,472 S.F. 2,72a S.F. � �c- I O�J .00 PROPOSED SECOND FLOOR PLAN FLFCTRICtJ_ (I DRIVEWAY ti�SPECTiC9�� REQUIRED 11 WITH 5EGON FLOOR AREA 2 bOb S.F. 2,aa5 S.F. B BLOCK 10C, ,0O PROPOSED ROOF PLAN II BLOCK MOD. BRICK WALK CURB i AREA TOTALS 4,250 S.F. 5,724 S.F. o n L- _ _ _ _ - _ _ _ ( PROPOSED PROPOSED - Q�,QQ PROPOSED SCHEDULES HABITABLE GROSS PROJECT: PLUMBING WA 50' FRONT YARD 5ETBAGK ( SPACE AREA ALL PLUMBING WASTE I � I - A-2O .00 PROPOSED EXTERIOR ELEVATIONS W &WATER LINES NEED � � 11 � 1 O FIRST LOOK AREA 1,66b S.F. 2,86a S.F. WHITE TESTING BEFORE COVERING (I r ( 0 SEGON FLOOR AREA 2bo5 S.F. 2,aa5 S.F. A-202.00 PROPOSED EXTERIOR ELEVATIONS RESIDENCE 0 11 EXIST. STACKED STONE WALL � z AREA TOTALS 4,476 5.F. 5A64 5.F. BUILDING SECTIONS PLUMBER CERTIFICATION II I ALLOWABLE 6FA PER CODE 2b0-207 (A)(1); 5,451.1 S.F. ONLEADRCERT CONTENT BEFORE II ZBA APP OVAL (GFA RELIEF) #7a40; Oa/la/24 $ DEMINIM15 APPROVAL DATED 230 KIMBERLY LANE CERTIFICATE OF OCCUPANCY � l0/01/24 �-�•O1 ,00 DESIGN DETAILS I 11 I � SOUTHOLD, NY 11971 SOLDER USED IN WATER I LOT G \/ERAGE SUPPLYSYSTEtir�lCAl1d'!�OT I �-4.02.00 DESIGN DETAILS EXCEED 2/10 OF 1!�LEAD. SOUTH LD TOWN GODS SECTION 280 ATTACHMENT 3 DRAWI NG TITLE: �J- 101 .00 STRUCTURAL PLANS R=1,540.00' So3°53'Io"E � PESO IPTION (FOOTPRINT) AREA % LOT PROJECT LOCATION & SCOPE = 51.35 O 68.66' � EXIST. LAMP WITH Provide windborne debris f/�`J DRY STACKED COVERAGE PLAN & ZONING DATA protection for new exteriorEXIST. LAMP WITH DRY STONE WALL TOTAL. LOT AREA 47,022 S.F. 5- 102 ,00 STRUCTURAL PLANS STACKED STONE WALL glazing on buildings as per , EXISTIING DWELLING 3,210 S.F. b.b90 NYS Code. 5- 105.00 STRUCTURAL PLANS EXISTIING REAR DECK 77b S.F. 1.79b PAGE: < I M E3 E R L Y L A N E EX15TIlNO FRONT COVERED 5- 1 O4.0O STRUCTURAL PLANS Blower door Ne^w York State Law G-001000 PORGfH405 S.F. O.a9Sand ductwork YO)u Must Call 811 EXISTIING POOL boo S.F. 1.1%estin re aired. before You 140 S.F. 0.5% 1 .0O PLUMBING RISER DIAGRAMS PROPOOSED ADDITION WITHIN t q Dig EXISTIING COVERED PORCH GAS RISER DIAGRAM TOTAL AREA OF ALL STRUCTURES 5,555 S.F. 11.590 DATE: 06/26/25 1 OF 21 MAXIMUM LOT COVERAGE ALLOWED: 2090 PROP05 ID SIT PLAN 517E LAYOUT NOTES: ZONING REOULA71ONS MAIN BUILDING 50ALE: 1" = 20'-0" I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS 5UBJEGT TO VERIFICATION BY A LICENSED SOUTHOL-D TOWN GODS 5EGTION 2e O ATTACHMENT 5 SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE CODE EXIST. PROPOSED COMPLIES, Must provide Manuals ARCHITECT'S BEST OF KNOWLEDGE. e° D and Sets Cr 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED 10/12/23 MIN. FROONT YARD 50.0' 74.a' -14.1' YES f.m AND PREPARED BY: NYS Enemy Code MIN. SIG�E YARD 15.0' 21.7' 21.7' YES L jl, NATHAN TAFT CORWIN III MIN. GO�MBINED 15b6 MAIN ROAD 35.0' 55.2' 55.2' YES SIDE YARDS '�' "�a.. JAME5PORT N.Y. I1a47 'a a ri I exterior lighting ' TELEPHONE: (651) 727 2oao sty t instali�d,replaced or MIN. REAR YARD 50.0 17b.5 17b.3 YES n- repaired shall Conform MAXIMUIM HEIGHT 55.0' i 26AI t 26.a' YES to Chapter 172 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AN1D MASONRY a a / /� I NOTES 4 SFF-01 F I GAT T ONS I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 STANDARD ARE BETTER (Fb = 5-15) UNLESS THE PROVISIONS OF THI5 STANDAR ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EXISTING FOUNDATION AS IT A55RE V I AT I O I S OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN 5UC,H1 A MANNER TO ASSURE THAT THE CONDITIONS OF T05ETHER AT ALL TIMES. IT 15 Al-50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION 5PECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR IZ GREATER STRUCTURAL SAFETY OR DURABILITY, 5UGH PRODUCT OR PROCEDURE 2• ALL FOOTIN&5 TO BEAR ION FIRM, VIRGIN, UNDISTURBED SOIL BPE BASE FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I BLD6. -� BUILDING K KIPS (1000 LBS) GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARIING CAPACITY OF (1) TON/50. FT., U.O.N. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT,AS LJJ APPLICABLE BUILDIN6 DEPARTMENT. APPLIGABLE AS A DERIVED WORK). 4. FOOTIN65 TO REST A MIi`�. OF 4'-O" BELOW 6RADE, UNLE55 BM BEAM MANU. 5PEG.'S MANUFAGTURER'S SPEGIFIGATIONS J (B 4. AT FLUSH FRAMING USE 16 &A6E METAL JOISTS HANGERS BY "TEGO" OR OTHERWI5E NOTED i B.O. BOTTOM OF MAX. MAXIMUM (y) 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAaN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, 6LUED LAMINATED TIMBER, I Q 4-, N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-J015T5, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. .- MECHANICALSTRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL SOT. BOTTOM MEGH. rY C a) FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS S.O.W. BOTTOM OF WALL MIN. MINIMUM O _ V_ 3. •ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I� TIER OF FRAMING 115 IN PLACE. -_ � AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. GEILIN6 JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88 � U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, T. FOOTINGS TO BE POURED> CONCRETE OF SIZE SHOWN ON DRAWINGS. L 4. ALL UNNOTEP OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED Z 0 OF THE OWNER/BUILDER '1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEA" POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC, BG NEW PORK CITY BUILDIN6 GODS � � N I WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, 5UGH AS THE a •cc , Y It 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS :: SOLID WITH CONCRETE. 8. MIN. HEADER TO BE (2) 2 xl0 UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. ON CENTER c U SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROGEEDIN6 &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. EO 0 x0 ate.- WITH THE WORK. g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE 17BL. DOUBLE OGG. OGGUPANGY P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE° AN ULTIMATE COMPRESSIVE STRENGTH AT 25 ate-J 0 m ' 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 F.B.I.,U.O.N., DFE DESIGN FLOOD ELEVATION O.H. OVERHANG CVO O UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. 6LUED LAMINATED TIMBERS: 6LUED LAMINATED TIMBERS SHALL MEET DIM, DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATIC.�N Q a- 2 6 ON PAGE G-005. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A I 10.1 STRUCTURAL 6LUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WIITH FLOOR PLANS ROOF AND IS OF GDX &RAPE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN I D.J. DECK JOISTS P. GONG. POURED CONCRETE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOI5T5: ASSEMBLIES U51N6 PREFABRICATED 12. COPPER FLASH ALL JOIMT5 WHERE SLAB ABUTS FRAMING. 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES,. WOOD i-JOIST5 SHALL MEET THE PROVISIONS OF A57M D5055 EA. EACH PL. PLATE 11. 5U5 FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PIREGEDENGE NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) SO. FT. ELEV. ELEVATION PLYWD. PLYWOOD DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL L_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT 11 P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND) U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. D 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXIST. � EXISTING REQ'D REQUIRED 70 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUTr WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F APPLY (U GOAT OF TAR (BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR Ri RISER �J PERMISSION FROM THE ARCHITECT. A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2 ABOV/E FINISH GRADE. I 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUD5,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES F.A.I. FRESH AIR INTAKE RM. ROOM U - - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF 'THE WORK AND IS EXCEED 5'-O" AND AT EVERY V-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING, UNLE55 APPROVED BY ARCH TECT/EN01NEER. NO ^, RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO R.R. ROOF RAFTER V f 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUJPANGY. I5. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY F.A.V. FRESH AIR VENT STL. STEEL '�� 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY' GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. • - TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED 1N FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF -� FINISHED FLOOR S.V. SMART VENT NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND + RUBBISH, WATEE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1,6. GYPSUM: 6YPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL Iq. UNLESS OTHERWISE INDIGrATED,ALL FOUNDATION FOOTINGS ARE TO BE A F.J. FLOOR JOISTS TEMP 6L. TEMPERED GLASS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. 5UB MEET THE PROVISIONS OF ASTM G56 SPEGIFIGATIDN FOR GYPSUM MIN. 10" DEEP PROJECTING E6" ON EACH SIDE OF THE FOUNDATION WALL. L_ AND ORDINANCES. FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, A5TM 05? SPECIFICATION FOR 6YPSUM LATH, OR A5TM Ciq PROVIDE TWO #4 DEFORV BARS CONTINUOUS I THE FOOTING. ALL 4" THICK FOUND. FOUNDATION THK. THICK SPECIFICATION FOR 6YPSUM 5HEATHIN6 BOARD. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK; AND THE WORK OF A AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL � /� THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE 'YEAR AFTER 20. FOR SECOND STORY AE,7DITIONB, EXIST. FOUNDATIONS ARE TO BE VERIFIEDI < V J AS PER PAGE 6-003. I.-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID & SOUND GOND�ITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8° FR. FRAME Tr TREAD n1 COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI55.4 BASIC HARDBOARD OF W 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. DEEP 3'-O" BELOW GRADEE. 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HAP THE OWNER, ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FRPR. FIREPROOF TYP. TYPICAL ❑ ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEESb FROM AND TREAT LUMBER W/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1,6 STRUCTURAL PANELS: GLA55 WINDOWS AND DOORS FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTEDIrWIIIIIIIIIIIII AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, IINCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 1. ALL 6LA55 TO BE IN5ULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THIE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL __1 '? THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE 2. 6LA55 DOORS AND WINC70W5 SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD VERT. - VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS, 5GRDINIS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVID4ED. H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC,. FOR LOCATIONS 5UGH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROH). (5) 15 GAU5EID IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 5. ALL 5LIDIN6 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLEDAF WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, HDR HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED, HN6R HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS GAU5EIP IN PART BY A B. GEORCIA PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL. BE INSTALLED IN STRICT ACCORDANCE WITH HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPEGIFIG�ATIONS. A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRGUGTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE I G I /� I ¢ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN& STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. I I�IJUJ..l"ST I OI�l 4NSTi� T 101�1QU I fi� l"� 1�T5 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BAY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, b. PROVIDE FLASHING PANTS UNDER ALL 5LIDIN6 6LA55 DOOR5, WINDOWS, OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF &LA555 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. F AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRII I I EN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY AUTHORIZATION OF THE ARCHITEOVENOINEER. REQUIREMENT5 AS SET FORTH IN THE MANUFAGTURER'5 CODE 7. ALL EXTERIOR DOORS A1n TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE ENECE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT VALUE G'.�A COMPLIES Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHCOP DRAWIN65 NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE :�i rYION (PER 2020 NYSEGGG) NEEDED, UNLESS OTHERWISE 5PEGIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AM4.1 CELLULOSIC, SHOULD BE GUARANTEED B3Y THE MANUFACTURER FOR A PERIOD OF 5 YEARS. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR U-VALUE = 0.25 MAX.U-VALUE = 0.32 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ,ALL EXI5TIN6 WORK GELLULOSIG FIBER INSULATING BOARD g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUB AIR LEAKAGE = 0.50 GFM/SF SUBSTITUTE WITH FEN�ES� rcATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE ' THE . ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. PER R402.4.5 4 TABLE R402.1.4 - CLIMATE ZONE 4 H 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'5 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE R-4(q SPRAY FOAM INSULATION MIN.R-VALUE = 4q SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS) FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, GEILIN6 R-VALUE T' THICK (R=T/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 6OVERNIN& BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR:, LIGHT AREA,VENT AREA, AND EGRESS 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACGESSIBIILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 5TUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. EXTERIOR (2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&rAINST ANY 10. WINDOWS IN TUB/SHOT E,ER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED 6LA55. COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HA5 SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. MIN R-VALUE = Iq CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 0-005 4 0-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15 2.1 SQUARE AND &LAZED OPENING PROTE07rlON SHALL MEET THE REQUIREMENTS OF THE LARGE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM Elq<g6 AND A5TM E1556 AS MODIFIED BY 2020 NY5 BG CONSTRUCTION; 55TD 10-qq AND 2018 5B0 HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HOT WATER PIPE MIN R-VALUE = 3 N SECTION 501.2.1.2.1. 6ARA&IE DOOR GLAZED OPENING PROTECTION SHALL MEET INSULATION R-3 PIPE INSULATION PER R403.4 R403.5 YES Z CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG 5GREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN ,APPROVED IMPACT-RESISTANT STANDARD OR w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, 5HEARWALL 5Y5TEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). ASME BI8.2.1 5QUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AN51/DASMA 115. 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE 5PEGIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: 2 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO> NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST OF MY KNOWLE V&E, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTEENINC DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THIGKNE55 OF NOT LESSI THAN a" AND A SPAN OF NOT MORE THAN V SHALL COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U5IN6 CHAPTER 4 [RE]. v INCLUDED IN THE STANDARD BUILDING CODE, SECTION =506 OF IBC SHALL WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOPMMENDATION5. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMIN(5 SURROUNDING THE OPENIN6. PANELS SHALL BE WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORTS. PREDRILLED AND SECURE WITH THE ATTACHMENT HARDWARE PROVIDED AS 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAIILS EXPOSED SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE MET P SELECTED IN ACCORDANCE WITH TABLE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. HALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND R50I.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TA5LE R501•1 CLIMATIC, 4 GEOGRAPHIC. DESIGN CRITERIA Lu AA AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6LVANIZED. POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING• ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUCTIURAL PANEL HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY GROUND SNOW LOAD 25 LBS 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S NUMBING IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE L CODE EVALUATION REPORTS.PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD>S, HEADER STUDS I. CONTRACTOR SHALL INS ALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DWV) ALLOWABLE PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) � ANCHOR BOLTS, SYSTEMS TO NYS PLUMBIN GORE AND NY5 DEC, REGULATIONS. STRUCTURAL MEMBER DEFLECTION SA51G WIND SPEED 130 MPH U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F I661 STANDARD 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO w/ 6" RI5E 4 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND COL SHUT OFF VALVES AT ALL FIXTURES. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"xc4" LUMBER 15 SET b" DI5T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY G LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION L/I80 WHITE W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS RAFTERS. I. ALL SLOPED ROOFING 5HIN6LE5 SHALL BE 6AF-CLA55-A ASPHALT ROOFIN6 SHALL MEET THE REQUIREMENT5 OF THE GOVERNING BUILDIN6 CODE AND AT BASE OF VERTIGA_ WASTE PIPES. SEISMIC DESIGN CATEGORY B RESIDENCE 5HINOLE5 OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR HALLS 4 PARTITIONS H/180 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAkFTER BEARING CA5T IRON THRO 6H FOUNDATION WALL AND PITCHED AT 1/8" PER WEATHERING SEVERE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE FOOT. -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 FLOORS 4 PLASTERED GEILIN65 L/560 I6 WITHIN 4 OF EXTERIOR CORNERS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOODSCREWS (INCH 5ERIE5). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: FR05T LINE DEPTH 5'-01, LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. _ DI5H WASHER.........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 230 KI M B ER LY LANE 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHHALL BE ANCHORED KITCHEN SINK........................................2 TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF ELECTRICAL: - LAVATORY...............................................2" 11 SOUTHOLD NY 11971 OF I" AND 5NV'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONSTRUCTION. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM - 5HOWER/TUB..........................................2" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR TO 201-1 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE - TOILET........................................................3" ICE BARRIER REQUIRED YES: BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY 4. ROOFING 15 TO BE APPLIED IN 57RIC7 ACCORDANCE WITH MANUFACTURER'S ENERGY CONSERVATION CONSTRUCTION CODE. - LAUNDRY .................................................2" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS - FLOOR DRAIN...........................................5" EXTERIOR HALLS - WIND LOADS W/BRITTLE: FINISHES L/240 DRAWING TITLE: �� SPECIFICATIONS. AND AT 5PACIN5 NOT EXCEEDING 4' ON CENTER. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR HALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 5. NAILING OF ROOFING SHALL BE TO CODE. COMPLETION OF WORK. T GENERAL NOTES HROUGH ROOF. CODES AND REFERENCE STANDARD: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK b. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA "12: ENERGY TABLE - GENERALLY,VERIFY R PROVIDE HARD WIRED �. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY AGGE551BLE DRAIN 4 STATE BUILDIN6 CODE, 2020 NEW YORK STATE RESIDENTi IAL GORE, 2020 PERMITTED SMOKE DETECTORS O BATTERY BACK-UP IN: DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. '1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDIN6 FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES A. EACH SLEEPING ROOM 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 8. WASTE FROM CLOTHES 'ION.HERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUGTUi�AL DES I CAN LOADS WOOD FRAMIN6, AND CONNECTION TO FOUNDATION - 201a WOOD FRAME 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 WITH BACK FLOW PROTEGT'ION. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING A5TM D 6351. AREA IN THE IMMEDIATE VICINITY OF q, THE WATER SUPPLY AND' SANITARY SYSTEM SHALL COMPLY WITH LOCAL PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (ANC). THE BEDROOMS (GENERALLY THE HALLWAY) HEALTH DEPARTMENT 5TANAPARD5 AND REGULATIONS. FUSE LIVE LOAD DEAD L INSULATION OAD 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NIEW YORK STATE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED C. EVERY LEVEL OF DWELLING 00100 PLUMBING GORE. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. (BASEMENT, FIRST FLOOR, 4 5EGOND FLOOR, ETC.) T APPROVAL AND FLUM:TION 15 REQUIRED BY LOCAL JURISDICTION PRIOR EXTERIOR BALCONIES 40 psf 15 psf � FOIL TO BE PLACED TOWARD WARM SIDE. TO CONGEALMENT OF LUM'1BING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2 PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION MECHANICAL, FUEL OAS: 11. NOTCHING AND BORIN6 OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. DECKS 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL &AS CODE. HALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY NO NOTCHING AND BORIN61 OF STRUCTURAL MEMBERS SHALL BE PERMITTED 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIIONAL ELECTRIC CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE NOR ANY POTENTIAL DAM*6E THEREOF. PASSENGER VEHICLE 6ARAOE5 50 psf AS PER PLAN CODE, NFPA '10 AND 2020 NEW YORK STATE ENERGY CONSERVATION FOUNDATION WATERP NY5 MECHANICAL CODE AND FUEL 6A5 CODE ROOFING. 12. PER NY5 PG 425.4, A 4"NV' GL05ET BEND SHALL BE AN ACCEPTABLE UNINHABITABLE ATTICS WITHOUT STORAG DATE: 06 26 25E 2 OF 21 CONSTRUCTION CODE. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, 10 5f 15 psf 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S 4 CODE. WATER CLOSET GONNEGTIO�N. WHERE A 3 BEND IS UTILIZED, A 4 x3 FLANGE (MAX CLEAR HOT < 42) P 6YPSUM WALL BOARD - el" R-50 FOR FLAT GEILIN65 SHALL BE INSTALLED TO RGECEIVE THE FIXTURE HORN. I. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - .5.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 20 psf 15 psf UNINHABITABLE ATTICS WITH STORAGE - 55' R-15 FOR 2"x4" WALL CONSTRUCTION 5. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS (MAX CLEAR HGT > 42") COMPOUND METHOD. SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION HABITABLE ATTICS 4 2. ALL 6YPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIIN6, UNLE55 - 5.25" R-21 FOR FLOORS SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINOU15HED. I ATTICS SERVED BY FIXED STAIRS 50 psf 15 psf OTHERWISE NOTED. WATER RE51STANT (W.R) AT BATHROOMI5 AND WHERE 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED I r t DEEMED APPLIGABLE. COMPLETELY INSIDE THE BUILDIN6 THERMAL ENVELOPE SHALL BE INSULATED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf lE' SISTAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): '� 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALL5 5LEEPIN6 ROOMS 30 psf 15 psf /, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET rya a� IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRADUGING 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE IS A D15CREPANGY, DUCTS 3 O 4 GREATER, LOCATED IN ATTIC: R-8 P ` RECEIVE CLARIFICATION FROM ARCH ITEGT/ENGINEER PRIOR TO PROGEEDIN6. DUCTS UNDER 3"O, LOCATED IN ATTIC: R-6 STAIRS 40 psf 15 psf ;' ^ (... �.d, 'r EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL DUCTS VO 4 GREATER, OTHER PORTION OF BUILDING: R-6 " CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 = ` -"- STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDIN6 GUARDRAILS AND HANDRAILS 200 psf 15 psf a, ? �. i _>"� Az 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE }SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. /ALLOW 24 HOURS n no (i y(d�� TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 4. NEW AND EXI5TIN& BACK FILL MATERIAL ARE TO BE FREE OF WEEP5, TREE ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf ,� , NC'ivv 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOTS ROCK5, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE F ALL OPENINGS. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. b. FASTEN 6YPSUM BOARD AS PER FASTENING SCHEDULE O'N PAGE 6-003. 5. PROTECT TREE5 WITHIN EIGHT FEET OF THE BUILDIN6. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE 'T-I6 (MINIMUM DE516N LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDOWN DETAILS TYi= GAL NA I L I NO/ST AFF I NO REOU RDMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L F T, SHEAR, $ A T E R A L WIND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q ALL STRAPPING TO AND ROUGH OPENING FRAMING REQUIREMENTS) 0 BE IY4"x 20 GAU E " "-- SIMPSON EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LU FUSE IOd NAILS IF STRAFFIIINO IS OVER PLYWOOD; Tl'P. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cu FASTENER SPEC. FASTENER HOEDOWN HOLDOWN B GONNEGTI ON A AT RAFTER TO RIDGE CONNECTION: NA I I I NO O R I D DESCRIPTION AND QUANTITY SPACING < -J N J_ u-) FOR UNDATIONIST FOR STRAP - 3 8 d* COMMON NAILS a ROOF i$ GE I L I NO FRAM I NO C O EA. END OF STRAP (ROOF SLOPES '7:12 AND I.DIMS ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d 4-1 () ENDHALL ENDWALL ,•,�»"""" •.-""" "" µ GREATER). COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER i z I— (5) 2x FULL (5) 2x FULL CORNER STUD """ �ry 2 2.WOOD 15 ASSUMED TO BE D,F,#2 $ BTR. IN DRY USE O N OI HEIGHT STUD HEIGHT STUD ONNECTED TO FOR ROOF SLOPES BETWEEN 5:12 TO 1:12, R.R. 2° SERVICE 0- (� ,C GORtNER STUD TRANSFER SHEAR USE 4 8 d COMMON NAILS ® EA. END � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOUST � c � L) ONVNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � G X � (V TRAIN5FER SHEAR "SIMPSON" HDQB OF STRAP' \(Y � � • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP O O O 4-+ 1 HOLDOWN ANCHOR ® 2-I6d COMMON • • • • HOLE5,SET NEW MEMBER. m � CU :2-Ibd COMMON 1, FOR ROOF SLOPES LE55 THAN 5:12 USE =i ' ' ' O +-+ iNAILS ® 6" O.G. 4 LOCATIONS NOTED NAILS ® 6 O.G. 8 • • • • • 4.NO MIXIN&OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS AGE-NA a-I6d +-+ N (B V) 50 COMMON NAILS ® EA. END OF STRAP. (F IL) COMMON EACH LAP C O �� ON PLANS 10 O.G. IF BLOCKED `�„.,"..." — • • 11a0 O.G. IF BLOCKED CORNER POST " ?C.TIESH 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q a O .CORNER POST THE ABOVE ASSUMES A RAFTER SPACING TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PA6E 6-003 PER TIE GRAPHIC BELOW) "SIMPSON" HDO5 OF I6" O.G.; FOR SPACINGS OF 24" O.G., n HOEDOWN ANCHOR INCREASE NAILING BY A FACTOR OF 1.5. 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE n , a GR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W ON PLANS , CONNECTION BI 4 52 AT RAFTER TO TOP PLATE TO STUD WALE FRAMINO "'" HOEDOWN INSTALLATION OPTIONS: GONMEGTION: D,.• . .-•-""'"'�� FOR NEW P. GONG. FOUND.'s rrr o o ° FOR 5i7RAP - 4 5 d* COMMON NAILS ® EA. �2� TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON 1 PER FOOT HOEDOWN CAST IN PLACE W/ VS"O THREADED ROD r-"'� • • END O)F STRAP. . • U ■ FOR EXIST P GONG OR NEWLY CURRIED FOUND's r . . 5>� IWHEN IN TOWN OF I5LIF OR NAILING I TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE iGEOMETRY EXCEEDS THAT PERMITTED IN • • CONCRETE W/ "51MP5ON" 5ET(HIGH STRENGTH EPDXY ---� B� • • IMAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G.. ADHESIVE), # FOR TEMP.'s O°F-40°F USE "SIMPSON" AT _!SIMP50N #H2A (OR EQUAL) RAFTER TIE " "., HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES 'r (HIGH STREN6TH ACRYLIC ADHESIVE) FOR TiOENAILINO - 3 5 d COMMON NAILS "" FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME 1.11 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6od COMMON PER STUD FILL TOP 2 COURSES SOLID t CAST IN PLACE HOLDOWN CONNECTION FOR G:.J. TO R.R. - a 16 d COMMON NAILS W'Va"O THREADED ROD REQUIREMENT5 FOR _ """" --. " ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, U RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJoIST, or BLOCKING (PAGE-NAIL) 2-I6d COMMON 12 PER FOOT APPLICABLE) FOR E:A. PLATE TO STUD ABOVE B OR BELOW HOEDOWN 'G' HOEDOWN �D� 2 I6 d COMMON NAILS FLOOR FR,�MI NO FOR G.J. TO G.J. - Q 16 d COMMON NAILS Q • _ FOR NEW d EXIS'T. FOR NEWLY POURED CONNECTION GI G2 FOUNDATIONS• • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n, FOUNDATION ® ONE STORY ONLY� ; W (3) 2x FULL ENDWALL um BRID61N6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HE16FfT STUD CORNER STUD CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB (5) 2x FULL BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD r-"r . G2 """"""" """ TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. r! TOP PLATE (TOE-NAIL) ON PLANS C O.G. IF BLOCKED FOR STRAP - 4 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP a 0 JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G M N �hh "� o BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O.C. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT • ROOF SHEATHING ° d STRUCTURAL P,"„NEL. : INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST DI4RJ CONNEC BLOCKING TION DI D2 SOLID PERIMETER EDGE ZONE ° 8d COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTION5: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS W/ 5d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO a" RAKE OVERHANG,..••••••""""'°' HOLDOWN CAST IN PLACE THREADED ROD " �," ••"~" • FOR EXIST, P. GONG, OR NEWLY CURBED FOUNdD.'s '" • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NC 7/8 THREADED ROD (PRE-DRILLED) EWE,EDDED 12" INTO PLA'TE(5) CONNECTION: D2 CONCRETE w/ SIMPSON 5ET (HIGH 5TREPNOTH EPDXY 0 1`2ROMIN• GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD ADHESIVE), 3 FOR TEMP.s O F-40 F USE'. "51MPSON" AT CORNER FOR 'STRAP - 4 5 d* COMMON NAILS 0 EA. _ (HIGH STRENGTH ACRYLIC, ADHESIVE) ONE #4 REBAR SPECIFIED ON D� o END OF STRAP (WRAP STRAP UNDER SILL FL) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN o o FOR IEA. PLATE TO 57UD ABOVE 8 OR BELOW - w/'V5"4) THREADED ROD 2 I6 d COMMON NAILS STRUCTURAL PANELS 8d COMMON b" EDGE J 12" FIELD a � ° ALTEIRNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION W/ # LPT4 SIMP50N (OR W /�1 STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS "1" EDGE " FIELD NAIL NO/STRA F I NO @Jul NDOJ�I/DOOR HEADER ~`` ° ° STANDARD/ALTERNATE EOUA:L) ® PLATFORM TO SILL PLATES ---- --_ '`""-..,"-. F .NAI STRAP TOND EA.JOIST-(FOR FLOOR SHEATHING (5UBFLOOR) o ALTERNATE USE NOTATION: SIMPSON H2.5A) 0 A - NUMBER OF 8d NAILS ® EA. END OF G520 STRAPPING(2015 WFGM,TABLE 3."I, P. 184);WHEN E STRUCTURAL PANELS: ilu 5TRAPPIN6 REOUIRE5 OVER 14 4 22 NAILS, USE 51MP50N C516 4 C514 STRAPPING CONNECTION,RESPECTIVELY. ,••--""" " I" or LESS: 8d COMMON 6" EDGE ,/ 12" FIELD NAILING REQ.'5 SHALL BE SPLIT EVENLY BETWEEN MULTIPLE JACK STUDS® EA. END OF HOR. GREATER THAN I": IOd COMMON b" EDGE ,/ 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.238,P. 24I). ""'"" -�"""" • SYMBOL INDICATES 5TUD5-ON FLAT MUST BE 2"x&" BOARDS. w "" " 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEIL EDGE. A D G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER (2015 WFGM,TABLE 5.250,P. 242; AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q ALTERNATE AS PER TABLE 5.25D,P. 2115) m FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAINI HIGHER G D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE ° ° ° °° ° PLATES) CONNE07ION SHEAR CAPACITIES, NAILING REQUIREMENTS FOP, STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (2018 WFGM, TABLE 3."i, P. 184) °° a ° °d ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2015 WFGM, TABLE 5.22F, P. 255) ° ° a °a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NIUMBER OF PROJECT: ° B E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2015 WFGM, TABLE 5.22F, P. 255) � - ° ° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. FOR STRAP - 4 8 d'� COMMON NAILS ® EA. F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE "" """~- ° ° ° 5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4" ON EACH (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5, P. 191) " "- ..""" ° as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE WHITE FASTEN I NO SCHEDULE B FOR EA. PLATE TO STUD ABOVE 4 OR BELOW RESIDENCE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOORd OPENINGS "a 2 I6 COMMON NAILS A (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) S I ONAO E FOR TRUSS T)"PE, PRE-ENOI NEERED MAX NOTATION WOOD, AND/OR TIMBER GONSTRUGTION ROUGH A B G D (2-EPLY (3 PLY F THE FOLLOWING 515NAOE SHALL BE AFFIXED TO THE ELECTRIC, METER BOX ATTACHED 230 KIMBERLY LANE OPENING HDR) HDR) TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 2'-0" 5 1 1 2 1 1 2 �j L I I I�l� O TO �L T OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 4'-O" 10 I 2 4 2 I 4 BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: FOR RAKES 12"OR HOLDOWN ANCHOR BOLT 6'-0" 15 2 5 5 5 2 5 TOP PLATE BLOGKIN6 2 LESS PROVIDE }-- SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING m 12"o.c. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS I O.G. BE "I", "11", "III", " TO INDIG,ATE 8'-O" ICI :2* 3 7 3 2 LENGTH'1 FOR WIND - EXPOSURES B ff G - FOR WIND - EXPOSURES B 8 G - 4'-0" ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF TO AGHEIVE RAKE O.H. "IV", OR "V THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE 10'-0" 25 2* 4 cl 4 3 a THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE'�A` BUILDING MINIMUM SPLICE',2A,4 THE NYS BC. 12'-0" 26 2* 5 10 5 3 10 DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FTa TYP. STRAP w/(4) PAGE: 5d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" OF EA. STRAP 6 DIAMETER 00, COMPONENTS THAT ARE OF TRU55 TYPE, I6'-O" 4'-O" ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOo 3'-O"/3'-4" I b'-O" ANCHOR BOLT COLT Si=E F I GAT 1 ONS "..y CONSTRUCTION AS FOLLOWS: "F" = FLOOR FRAMING, INCLUDING 20-0 4-o /5-0 20-o 5-o _ G I RDERS 4 BEAMS BLOCKING 2 BAY5 SPECIFICATION (2018 WFGM TABLES 3.2A B 3.25, P. 15'1-160) - " " II I II 11 �� BACK® 4 0 O.C. ,.`;v; :.",; - "R" = ROOF FRAMING CORNER 24-0 4-0 /s-o 24-0 6-0 - "FR" = FLOOR 4 ROOF FRAMING DATE: 06/26/25 3 OF 21 CONDITION 24 FOR ALL STRUCTURES: 5/5"-P ANCHOR BOLTS 0 201" O.G. 28'-O" 5'-O"/6'-3" 28'-O" • 32'-O" 6'-O"/7'-6" 32'-0" 8'-O" SECOND FLOOR fV NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE I CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE I II 11 II II II ' . • END W/ 3" SQUARE WASHERS AND END NUT SETUP; LPROV DE ANEEQUIV ENT NUMBER O NAIL SPACINr7 SHALL B NAILcUGED IN ORDER TO 40-0 8-O /10-0 40-0 I I-O BACK® 4'-O" O.G. o:. ', A 4� , ARC` / I. MIN. 1" EMBEDMENT INTO CONCRETE BLOCKING 2 BAY5 S" 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O TYP. STRAP w/(4) ':' �'* /< CONDITION IN EXPOSURE B STROKE 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-O"/15'-O" 60'-O" I6'-O" OF EA. STRAP 'f n TO T O O SOLID NAILS EA. END .fl 01 HEI&HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/5; I � � „ FIRST FLOOR PLAN DIAGRAM OF ZONES (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). "10-O OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHT5 MULTIPLY THE ABOVE '10-O 14-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 d ` 16'-O" So'-o" 22'-O" `, td FROM ENDS AND CORNERS (TWO ® CORNERS) 4 1O'WALL - 1.125'WALL- 1.25 REFLECTIVE REFLECTIVE �`„ "`® (SEE DIAGRAM TO LEFT) BLOGKIN6 2 BAYS 11'WALL- 1 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.C. RED PANTONE WHITE 4. COORDINATE W/ HOLDOWN LOCATIONS 12'WALL- 1.1.5 FOR 10'-0"WALL #18-I 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M I5CELLANEOUS FRAMI NO O RAPH I GS CONTI NUOU5 BUILT-UP OIRDER51 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE K CONNECTION PATTERN SCHEDULE F I REBLOGK NO FOR PLATFORM NOOD FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL B ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPE0.'5 FOR ADDITIONAL INFO) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BE/ N4 OF Ab WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER 51PE BY SIDE ARE CONTINUOUS OVER Q BLOGKINO UNDER LOAD BEARINO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. LLI NON—LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROw5 IOd NAILS o 12"O.G. < P J CD THE SPAN LENGTH ROM AN INTERMEDIATE 2. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE JOIST m STUDS STUD B (5)ROW5 IOd NAILS o 12"O.G. SUPPORT. NO TWO ADJOINING J015T5, NOR MORE SERVES AS FIRESLOPPIN6. SUBFLOOR P THAN ONE THIRD THIE TOTAL NUMBER, ARE TO BE Q :t (V SUBFLOOR G (2)RoW5 1/2" 0 BOLTS o 12"Of-STA66ERED; JOINTED ON THE 5A�ME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE (� � PBL.o ENDS Two-PIECE PLATE SERVE AS FIRESTOPPIN6. SOLE PLATE \ BUILT UP 61RDER P MAX.52" SOLE PLATE a (2)ROWS 1/2"d BOLTS o Ib"O.G. TWO IP AGE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O -6 r- O JOIST SERVES AS FIRESTOPPIN6. � (� SIDE WITH IOd NAILS, TWO NEAR EACH END OF E (2)Rows I/2" BOLTS• 24"o.c. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE L Z (2)Rows 5-5/6°TRUSSLOGK SCREWS o 12"O.C. BE/4�oF Ab OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL 5 5. FIRE5TOPPIN6 SHALL BE 2 INGHE5 OF WOOD BLOCKING O �_ (V O� F OR OF NONCOM-BU5TIBLE FILL, d ' 50REWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS FARE TO BE NAILED FROM EACH (a L Y 6 22)Rows 5-5/a"TRU55LOCK SCREWS o Ib"O.c• SIDE w/ IOd NAILS, 'TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CON5TRUCTION: THE SOLE X CV 50REWED ON(U SIDE OF MEMBER JOIST, OTHERS STAc56ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN Q 4- N ( ROW S WS 5-5/W TRUSSLOCK SCREWS o 24'o.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRE5TOPPIN6. 0 m a--+ JOIST SCREWED ON(1)SIDE OF MEMBER P �.J MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS o 12"O.G. THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND � N Q f6 JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS 0 MATCHED SIZE OF BLOCKINGAILS ON EA. 51PE Iw/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. Q a (2)Rows O BOTH SIDE S F MEMBER o Ib"O.C.oG INCLUDING INITERMIDIATE JOINTS AND W/ THE 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, 3 PARTITIONS o 52" O.G. BLOCKING STUD OTHERS 5TAGGEREID w/ A DISTANCE OF NOT MORE 5. THE HEADER SERVES AS FIRE-STOPPING. L L 4"O.G. BETw SCREWED ON BOTH SIDE OF MEMBEROF A THAN 52" BETWEEN 'NAIL5 IN A HORIZONTAL LINE. DOUBLE PLATE 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO (D CE I L I NO BRAG I NO 5TRINOER TO SERVE AS FIRE5TOPPIN6. CANTI LEVERED FLOOR NOTE- / HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED L..- GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIEcCE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN V WHEN 10"OR LARGER P FRAMIN6 SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP&IRDER Q GIRDERS ARE TO B3E SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRACE o V O.G. TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 ♦ ` BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE v J015T 2) lod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n l PLATFORM FRAME CONSTRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON (D 10) 6d N A I LINO PATTERNS FOR S 1 D E LOADED B F_A M S (i e . FLUSH S E A M S) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE m AS FIRESTOPPING. T NAILS FIRE- FIPE- WOOD FIRESTOPPIN6 FIRE5TOPPIN6 STOPPING 5TOPPIN6 FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS ' 1 JOIST * 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' v M 2"x4" BLOCK NAILED TO EA.BRACE ROWS Ibd 6 ROWS Ibd 2 ROWS VERTICAL 2 W5 2 ROWS 14' RO 2 15'ks' BLOCKING FIRESTOPPIN6 WHEN DOLTS�2 W/ 4 IOd NAILS COMMON COMMON BOLTS BOLTS • • ' COVERING 15 APPLIED O.G.6TA66ERED• 12"O.G. 6 b"O.G •12'O.G. 6 12`O.G. O •� STUD 20 ga. STRAP TWO ROWS 12"O.G. THREEE ROWS 12"O.G. JOISTS j TO UNDERSIDE OF rvYPSUM BOA Q LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE 5d COOLER NAILS a 10" O.G. (10) 5d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° ° JOIST SHALL BE LOCATED DIRECTLY NOTE'- ENDwALL STUDS AS NOTED IN NOTES -I $ 5 °° ° ° S NONCOMBUSTIBLE L�T�W1'E DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLEFIRE5TOPPIN6 OF GIRDER Q OVER STUDS,UNLESS TOP PLATE IS 4"o EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRE5TOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS 06 - U'4"TYPE W OR 5 r-IRESTOPPIN6 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER As THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO'ROWS 6"o.c. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL III THICKNESS OP THE MEMBM USE WASHERS UNDER HEAD AND NUT. O O O O 0 O O O O O INTERIOR STUD DETAIL OVERLAID ROOF 5.5TA66ER EACH ROW OF rAa��-as BY 12". 0 0 0 0 0 0 0 0 0 2"SPACE NOT NN ATTACHMENT @VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ ® NONCOMBUSTIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING \ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. ,n 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED p' FOR 4"O.G.NAIL SPAGIN6. LOCATION '1 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ \ \ \ STRAPPING W/ T 2 ROWS or- FIRESTOPPIN6 LOCATION G{Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12'OR LESS LOCATION 8 b 5d NAILS o EA.END o R.R. a.5 ROWS OF 16d COMMON NAILS(12"O.C)FOR DEPTHS OF 14",16"< Ib". LOCATION 10 FULL WIDTH 2"x BLOGKIN ZO F- N CONSTRUCT I ON DETA I LS NINE) LOAD PATH CONNECT 1 ON DETA I LS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR 57RAPPIN& INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 6 IOd ,CONTINUOUS LOWER TOE NAILS/ NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'6 .i ALIGN NEW a EX. R.R.AS SHOWN NO BT DS PLAN VIEW NOTE: SIMILAR o 'SHED' WOOD JOI S WOOD JO I GRI PPLE STUD ROOF,R.R. IN LINE oo BLOCK I NO JOIST HANOE HEADER GENERAL REG2U I REMENTS FOR GENERAL REG2U I REMENTS FOR W INSTALLATION OF GLINGHED NAILS INSTALLATION OF TOE—NAILS �OIRDER/HEADS o WOOD GIRDER WOOD JOIST JACK STUDS MAIN 1-lo' a JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH W 1 TH O I RDER/HEADER TYP I GAL HEADER GONNECTI ON I. TOE-NAIL5 SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBER-1/ DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER 3 STARTED APPROX. � THE LENGTH OF THE NAIL FROM THE MEMBER END, WHITE I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3N5, No MORE THAN 2 TOE NAILS SHALL BETIN AVOID INSTALLED IN EA.I SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD 0 WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BA.I-H.rUB SUB FLOOR 230 KIMBERLY LANE DOUBLE .JOIST DOUBLE JOTS TOP PLATE SOUTHOLD, NY 11971 GHIM. CHA5E SEGURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. o CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL 57UD CONNECTION w/ STUDS TO ATTIC FLOOR 4 OLK'G TO R/L SIDES w/STRAPPING TO 1a/L SIDES) PAGE: Y N TOP PLATE ® O_j ca J/JIND RES ,STANT CONSTRUCTION CONNECTORS Q GHIM. CHASE WALL ��Q � G-004mOO CONNECTION LOCATION: UM PART NUMBER: NOTES: 3 e Cf `' RIDGE-TO-RAFTERS' G520 @ 21 11APPLY TO EACH PAIR OF RAFTERS \z Q H7 APPLY TO EACH RAFTER DATE: 06 26 25 l3� / / 4 OF21 a z� ® RAFTER-TO-WALL ', ROOF Lu _ 4�� RAFTER-TO-PLATE H8 or H2.E APPLY TO EACH RAFTER REOV BLOCKING -! Q O PLATE-TO-WALL 5TU'D C A520 @ 0" PPLY TO EACH WALL STUD TO ALIGN w/STRAPPING lQj a ® EA. LEVEL ABo 0_4 2ND. FLOOR WALL-70-I57. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL 57UD THE FIRST FL . lu FLoowGLG. ® O HEADER-TO-JACK 5TrUD C520 @ 12" APPLY TO EACH JACK STUD f CRIPPLE STUD—TO—HEATDER H5 APPLY TO EACH CRIPPLE 57U17) ur ' ' ,= •"� _` 0 SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE c� 'e I5T. FLOOR—UNDER—SILL lFLATE C520 II 51DE VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) \(, l b '+S°4 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. =' FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENL R L < I : I d EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT I „ WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPL I GABLE) Q WA HALL NEW WOOD FRAME (L.G. NEW FOUNDATION � z X W STL. WHEN APPLICABLE) J m NEW I HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALL5 Q N WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo C O POST FOR b" WALLS), U.O.N. O = `- NEW 2-HR FIRE RATED —_ WOOD FRAME (L.G. 5TL. _, (fl WHEN APPLICABLE) NNO N z 0 EX15T. WOOD a •C-0 DECK 906.5 5F. ) ^ r- O (V O O 4- 0 m a-+ r- c C\J cj ca Lo Q O 0. O W EXIST. T UP U -' EXIST. UP EX15T. U c SCREENED IN PORCH Eo- DNEXIST. EXIST, EX15T. GARAGE _ MUDROOM 52a.5 SF. 145.6 5F. ------��------ -----�-- ---- ------ ---------- _1-----i s----- ----� f=====� REMOVE BAY WINDOW - I a I I I I REMOVE WALL I I l_ J REMOVE WALL d I I WINDOWS FOR I I I LARGER WINDOW I I i t REMOVE WALL FOR I I �� OPENING I � I I �\� I I I I I WINDOW OPENING I I I II I I I I I I I I i \-WALL TO BE REMOVED FOR I I 1\rl((� p EXIST. L_ _J I NEW HALF WALL EXIST. LIVING i 1 KITCHEN I L J ROOM I EXIST. DINING I i ROOM I I 2bOb SF. 272.E SF. IB0.41 5F. L REMOVE ALL KITCHEN REMOVE CABINET CABINETS AND APPLIANCES REMOVE ALL REMOVE r1- ` REMOVE ALL REMOVE CABINET FLOORING ON PqINnONI FLOORING ON ---- FIRST FLOOR in 6 DOOR i� \� FIRST FLOOR -----�===m===� __-=-rt ----- (TYP) \ (TYPJ I I I IF- I 1 I I I REF.I ENTRY. I �� =�� EXIST. ; n -? EX15T. LAUNDRY EX15T. II I I IL J) BATH. I II REMOVE / ROOM 25.8 5Fi / I WALLS 82.8 SF. q�SG F. FN- I i DOOR _ Z REMOVE ALL W <\ FLOORING ON REMOVE BATHROOM _ ____ [___-_-_- 1I I I I III �\�� ----- � � FIRST FLOOR O I REMOVE PORTION I \ // I I I (TYPJ V OF WALL ----- II I L�J---- - I I � II I I r------ ---- I EXIST. -- -- i� I r-==== I I EXIST. I I FOYER II -I u t- I I I EXIST. LIVING I I I i Ig4.8 SF. m ROOMI I I I 1 1 L 10.15F. J I ----- ----- --- L L_oUa=J-L====1L=== 1 LPNTRY.--J II 210.85F. REMOVE 1 -� +---- --- lii I �� i� �� i� REMOVE ----- ----- ------------------------ F. I I I DOOR Li x STAIRS I I -----� -----7- II I r----- -- - REMOVE (TYP) r-1 `REMOVE E EXIST. 2"x4" WALL � N II I WINDOWS 4 n I �` L ,~n J RELOCATE REPLACED w/ OBE II w PROJECT: I I WALLS FOR REMOVE ALL I I II HMO NEW WINDOW FLOORING ON I �� X FRAMING PARTIAL WHITE II OPENINGS FIRST FLOOR EXIST. I II DECK (TYP.) I I � UPI��- I II II REMOVE WALL�n I 1 I I II __ 11 RESIDENCE T------------ ------ -----�-----�---- I �----- �- ---�--- III J 2'-I0y2" -7'--1Y2" 3'-by2" I o11 '-oy2" I I REMOVE DOOR REMOVE ii 230 KIMBERLY LANE II REPLACE GARAGE I II I I EXISTING PORCH ROOF, I I REMAIN UP TOPORTION OF DECKINe TO DOOR FOR LARGESDOOR I I I 1, EXIST. EXIST. II SOUTHOLD, NY 11971 II PROPOSED DWELLING COVERED II ADDITION PORCH GARAGE 565 SF. 456.s 5F. DRAWING TITLE: j DEMOLITION NOTE: PROVIDE 5HORING AND SUPPORT To ALL AFFECTED II PROPOSED DEMOLITION PLANS STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT II OF ANY DEMOLITION OR CONSTRUCTION. II I I II I I II N I it -----------r,-------- r� r� r� r� XQ -- ------------ ------------ ------------- r,------ ---------- -------- - ---------- ---------- ----------- ------ III REMOVE RAILING III III II III____-- __ III 1 11 PAGE: d COLUMNS III ----III 1 11 III III i 11 A-101. 00 REMOVE STAIRS EXIST. 2 x4 WALL II FRAMING TO BE REPLACED II w/ 2"xb" FRAMING I DATE: 06/26/25 5 OF 21 L fi RCF`OSED FIRST FLOOR I)EMOL I TI ON FLAN SCALE: 5/16" I II OE ` E R/A I I " 5 0 L- I C E I d _ EXISTING TO BE DEMOLISHED N PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q � WHEN APPLICABLE) 0� EXISTING TO REMAIN W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W STL. WHEN APPLICABLE) J (� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL n; O v) WOOD FRAME (L.G. STL. ® POST FOR 4 WALL5 6� WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED +-+ 0� WOOD FRAME (L.G. 5TL. p C N z O WHEN APPL I GABLE) d •CD c 2 x N 0 O O 4-+ O m �-+ N � c O Q a O W EXIST. DN EX15T, -0 GL- 26."f 5F. r 1 nv, ■ — W W EXIST. • EXIST. BEDROOM BEDROOM I-ra.s sF. 231.E SF. � O U EXIST, r BATH. L REMOVE ALL REMOVE WALL BATHROOM FIXTURES 15.2 5F. EXIST. GREAT 46.6 SF., FOR NEW WINDOW ROOM OPENING 47a.b SF. O n 1 3'-Oy2" 2'-b" 4'-q�2" 12'-10" �4'•'-3" ----- ---------------- T----- ---- -------- ----q -----� ---- _ ------ -----i--------- ---- L----- ---- - __-----� s=-===i---- EXIST. I i II � � II /� -�--��\ I I REMOVE WALL 4 WINDOWS GL. I / \I HI OVE DOW FOR O EXIST, O FOR LARGER WINDOW 14.1 SF. II i II ICI CL. LARGER WINDOW EXIST. — OPENING -___J I �� \\� �// OPENING 10.5 5F. BATH. ATTIC EXIST. J HATCH I I 0 BATH. 52 5F. REMOVE ALL WALL5 4 -� RE OVE i 1 EXIST. EXIST. FLOG IN6 I I t- REMOVE a O ` �SF 0 O GL DOORS (rrPJ I I // BATH. \ 42S SF. �� ra SF. (TYP i I EXIST. FLOORI(Typ 6 L V EXIST. MASTER - ... -- __________ �i �� BEDROOM ,- F BEDROOM -----� m��ll 221.1 5F. I -1 = -��/ r L I III /� --�-I I �EXIS� REMOVE I I u-� �y I r-- -- -�-T==T T---_ � I REMOVE FINISHED I HAi`GH I /�^��\ E I REMOVE WALL 4 FLOORING GEILIN6 I I EXIST. I ill /''\ I I DOORS EXIST. (TYP) 54. I I I jnT�� F-- L 6.6SF. / REMOVE WALL 4 DOOR REMOVE I I I I`\ EXIST. I I I r--f t--I - 1I FLOORING I I II BATH. I I I I II \ r vli I I (TYP) I \ 455 Sr-. \ / 1 1 \ I I GILT 1 1 I I 1 I _ I I i 1 I I 13 5F. I I REMOVE EXIST. �-----------� --1 ----J --- ��-------- ----J CLOSET HALLW.A.Y ------ ----- -- - I =__- - ---- - -- 515 SF. I I REMOVE 4 1 REMOVE BATHROOM REMOVE 11 REPLACE \ 5TAIR5 EXIST. EXIST. KNDON �� DNI DN �\ I I I I XIST. CL. F 5.5 SF. -- -- w REMOVE I I REMOVE -- -- FLOORING FLOORING (rrP) EXIST. (TYP) -- -- O I EXIST. CL. EXIST. _ _ __ iluo PORTION OF ROOF TO BE BEDROOM 7 2 BEDROOM O I I REMOVED 152 5F. q6.5 5F. i EXIST. o \ EXIST. I L �\ I rc-x- T. BATH. I "f 2 5F. \ -ra 5F. PROJECT: I I � 12 SF. II II -------------------- OS WHITE RESIDENCE EXISTING ROOF T � 230 MBERLY LANE O REMAIN SOUTHOLD, NY 11971 DRAWING TITLE: EXIST. PROPOSED DEMOLITION PLAN BEDROOM 214.4 5F. PAGE: A-102000 DATE: 06/26/25 6 OF 21 PROPOSED SEGONI7 FLOOR DEMOLITICN PLAN , _ , � . SCALE: 1/4" = 1'-0" ' 0 J1 'A SENERAL <E*%r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT �i WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.6. - NEW FOUNDATION WALL — — — — — — — — — _ J cz STL. WHEN APPLICABLE) N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL /, / — — — — — — — — — \ \ C WOOD FRAME (L.O. STL. O ® POST FOR 4 WALLS — — WHEN APPLICABLE) (MIN. (2) 2"xb -p O " STRUCTURAL // / / \ POST FOR 6" WALLS), U.O.N. z \ \ NEW 2-HR FIRE RATED / / , ❑ ❑ \ \ \ , WOOD FRAME (L.O. 5TL. / / / / \ \ O O N O WHEN APPLICABLE) /� )( � N I \ O O 4-+ Opp +, C_4 FOUNDATION PLAN NOTF-5 I I a N D co �n NEW CRAWL 5PAGE AGGE55 HATCH: O a O OI I. 56"Wx26"(H) AGGE55 HATCH III IIII IIII IIII � I I J I I I i-- J I � EXIST. EXIST. / I\ AIR AIR 70 00NDEN5ER CONDENSER 0 / 1:1 El/ -I-� m / + U c 1-1 ( E EXIST. CRAWL XIST. WOOD 5PAGE REAR DECK 510b SF. ABOVE EXIST. EXIST. CRAWL AGGE55 5PAGE EXIST. GARAGE OPENING -76.6 5F. SLAB ON GRADE IIII L — I EX15T, AGGE55 EX15T. OPENING EXIST. WELL AIR 0 STORAGE CONDEN ER EXIST. CRAWL SPACE 58.6 5F. EXIST. AIR EXIST. IEXI ST. HANDLER AIR CONVENER �ACGE55 0FEMNO EXIST. CRAWL GE EXIST. 0 4 5PASPA WATER EX15T. HEATER ELEC. PANEL (2) z O O O O O o O O O ❑ ❑ 0 EXIST. v WOOD DECK ABOVE I w PROP. CRAWL �~ � I 5PAGE _ 124.2 5F. PROP. EX15T, PROJECT:_ in I AGGE55 BASEMENT — m HATCH UNFIN15HF-D EX15T. UNHEATED FURN. 865.8 5F. - - - - I WHITE 1_1 -7' GL6. HOT. I-I RESIDENCE � � © A-501 - - - - - - - - - - - - - - - � m A 4oi EXIST. m WELL PUMP 230 KIMBERLY LANE SOUTHOLD, NY 11971 1o'-oy2" 5o'-2J'2" DRAWING TITLE: PROPOSED FOUNDATION PLAN MODIFIED WOOD PORCH ABOVE EXIST. GARAGE SLAB ON GRADE PAGE: Q - - - - Q - - - - �- - - - O- - - -Q - - - - -103m00 DATE: 06/26/25 7 OF 21 Q h C, o� � FRCFOSEI7 FOUNDATION PLAN _ II 50ALE: 1/4II - II-O F'�. 0ENERAL 5*%r��50L <E`%r : HIGH EFFICIENCY LAMPS: NOT LESS THAN cIO% OF THE PERMANENTLY INSTALLED LIGHTING EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,AS PER Q WOOD FRAME (L.C. STL. 2020 NY5 EGG R404.1 Q EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL / HOT WATER PIPING INSULATION: ui NEW WOOD FRAME (L.O. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE ui STL. WHEN APPLICABLE) INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE J Cu !i FOLLOWING GONDITION5 PER 2020 NY5 EGG R403.4 d R403.5: Q 4- N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING �c: Lo WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS FLUIDS >105°F OR <55„F (R403.4) WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL 2. PIPING J" AND LARGER IN NOMINAL DIAMETER C7�c O r- = POST FOR 6" WALLS), U.O.N. 3. PIPING SERVING MORE THAN (1) DWELLING UNIT z N = � O NEW 2-FIR FIRE RATED 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE �; ILO 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD L- HOOD FRAME (L.G. STL. 6. PIPING LOCATED UNDER A FLOOR SLAB O C (\J z O WHEN APPLICABLE) 1. BURIED PIPING 0- � -'L!) -,zb. SUPPLY 8 RETURN PIPING IN RECIRCULATION SYSTEMS � ' L) .- OTHER THAN DEMAND RECIRCULATION SYSTEMS. O 2 X p (V p O O 4 ' FLOOR PLAN NOTES O m ' N �DOOR NOTE: O � co KITCHEN UPPER AND BOTTOM CABINETS W/ O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT' 10 NEW APPLIANCES Q ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OU7r EXIST. WOOD ON PLANS BY 'THERMATRU' (OR EQUAL). NEW PERMAGAST COLUMN WRAP DECK 3.NOTE DOES NOT INDICATE EACH NEW DOOR II NEW STRUCTURAL POST W/8" 50UARE PERMAGAST ao6.5 5F. PROPOSED;SEE DE516NATION5 3 DOOR 50HEDULIE. COLUMN WRAP;SEE STRUCTURAL PLAN NOTES. n, 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR �f WALLS, U.O.N. 5. INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 1. SEE PA6E 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR 8 RAILING NOTE: �_ 1. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 HIN. 10" 1 _ Tr - RISERS SHALL BE CLOSED 0 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL n , NOT EXCEED THE SMALLEST BY MORE THAN J". 5. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST W-5". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIL7THS: 4.1. BETWEEN CLEAR HEIGHT 8 HANDRAILS: 36'>" MIN. EXIST. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.51" MIN. UP 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. + 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE 51VE OF EACH FL16HT OF STAIRS CONTAINIING FOUR - - - - - OR MORE RISERS, AND WHERE SHOWN ON PLAN5. q U 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51IDED NATURAL LIGHT $ VENTILATION WALKING SURFACES LOCATED MORE THAN 50" ABOVE (HABITABLE 5PACE) EXIST. i-- FINISHED FLOOR OR CRAVE, 6 WHERE SHOWN OH PLANS. UP 1. 36" H1614 GUARDRAIL d SPINDLE SPACING NOT 7'0 ALLOW PA55AOE OF A 4" 0 SPHERE;56" HIGH FLOOR AREA 126 S.F. MODIFIED HANDRAIL. 8. 6RIPPABLE RAIL AS PER CODE. S.F. REO S.F. PRO\/ SCREENED IN Ask �\ q. RAILING TO BE WOOD. PORCH tjJ SMOKE DETECTOR / CO DETECTOR NOTES: OF FLOOR AREA 316 SF. 10.1 S.F. 5q.3 S.F. OI. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECCTOR VENTILATION;MIN. 5.0 5.F. 55.4 S.F. L15TIN& TRELLIS ABOVE HARD WIRED TO EACH OTHER W/BATTERY BACKUP. 4% OF FLOOR AREA 2.INTERCONNECTION BETWEEN NEW 6 EXISTING DEVhCES EXIST. SHALL NOT BE REOUIRED WHERE EXISTIN6 ALARMS DN ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. I 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. X 5T. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN !DUCTS q,_5y2„ 2q:_2y2:: Ir MUDROOM 4 OPENINGS TO BATHROOMS W/SHOWER OR TUB. ! 153 SF. 5. INSTALL ALL AS PER MANU. SPEC.'s J J 4 A 6.SMOKE DETECTOR AND CARBON MONOXIDE DETEZOTOR 4 EXIST. IN COMPLIANCE WITH LOCAL CODE 4 101 5.Yyz -4'-4" I6-6 1'-4y2 3-Sy2 GARAGE WINDOW NOTE: I 52a.5 5F. O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEIN CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). I® INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 4- -r. SEE DESIGNATIONS d WINDOW SCHEDULE. �; 10 ® 10 J 5.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDPOWSt::� dwi AND DOORS" ON PAGE 6-002. I ' N N 4.ALL CASEMENT WINVOWS TO HAVE 5TRAIC Q HT ARH HINGE. Z I PROF. I'-6" 4'-O" 15'-q" 5'-Ij�2" 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH G EAT-IN KN - Ji IL 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: _� - 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF i' 15 S.F. _ PROP. ip 5WIN61N6, SLIDING, # BIFOLD DOORS Q ( KITCHEN 6 = EXIST. LIVING U r6.2. WITHIN 15" OF F.F. Q �n 26q S.F. 6 ROOM 6.3, WITHIN 24" OF A PPOOR 6.4. WITHI% S T AIRWAYS 4 WITHIN 56" OF A LANVIN6 6 65.5. WITHIN TUB/5HIOWER ENCLOSURES r 6.6. SEE AL50 6ENERAL NOTES ON PAGE C-002 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUIND - - - WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MIINIMUM - - - (2) 2"xIO" HEADER U.O.N. 5.WINDOW FALL PROTECTION SHALL BE PROVIDED IPER PROP, NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HtE16HT5 LI) LE55 THAN 24" ABOVE FF., THAT ARE MORE THA1N 12" - BUTLER'SI ® 5 _ -J ABOVE GRADE OR THE ADJACENT SURFACE AT T'HE 305 F? 6 UPPERS �Y rCH) 41_q BUILDING EXTERIOR. - S.F. - 6 "-� m W EGRESS NOTE: - - - - - - IN COMPLIANCE WITH NEW YORK STATE BUILDING „ - - - 2-3 2-3 - - 3-lye z p GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF p CU551ES/40OKS V EGRESS SHALL BE FOLLOWED: I PROP. GL. 4'-p° 4'-O"--mot 5 5.F. EXIST, NET CLEAR OPENINO........... 5.1 S.F. _ 6 6: _ _T 108 O 1'-O" x 110 DECK NET CLEAR HEIGHT............... 24" MINIMUM B ry 6 106 +, 0 PROPOSED 99 SF. NET CLEAR WIDTH................. 20" MINIMUM v' N I ® ® MUDROOM I 4up t�5 TYPICAL BATHROOM NOTE: PROPOSED I. WALL BOARD DINING ROOM PROPOSED cv Q I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN m 2 126 5F. DEN , 104 -1g ALL BATHROOMS q ® - 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND Q - o PROP. eRoP. PROJECT: TUB SURROUNDS m FOYER EXIST. BATH 5 - N 2. SHOWER FLOORS 4 I I I '- 12.5 5.F. SM/CO r' = N w 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON I I *- 30 S.F 1 D 8-6 WHITE 2.2. CONCRETE MUD-SET (SLOPE I/8 PER FOOT' TOWARDS DRAIN) UPON m F 2.3. WATER PROOF WRAP DRAIN�ATLEAS COVERI8" UPHWA LLS I-I 4 6 � N I I N O 105 . 7N 11 RESIDENCE FLOOR, A-501 - 5. BATHROOM WALLS B N W w A-301 1 NEW cv 3.1 PROVIDE TILE FINISH AT BATHROOM WALLS HALLS UP til LOCATION TBD '� q'-Sy2" 11'-3" N 4. SHOWER NICHE in m ---. 4.1 NEW SHOWER NICHE 36 W x 12 H x 3.5 D (L -Ea. �Ea.- .�-Ea. Ea. 1O2 11-11y2 - 230 KI M BER LY LANE L�]L 3-5' SOUTHOLD, NY 11971 NEW FLOOR: 3'-0" lo'-Sy2" 60 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); lol / 4 4 4 EX SCREW PERIMETER OF SHEATHING 6" O.G. 3 12 O.C. 0 INTERIOR. DRAWING TITLE: 2.NEW FINISHED FLOOR ON FIRST FLOOR TBD. D D D 5'oy2 ,ire.�R„� �jv` fi•toxi 5.NEW FINISHED FLOOR ON SECOND FLOOR TO MATCH I NT �� EXISTIN6 2'-1y2" 6'-5y2" 4'_I y2„ 4:_Ily2" I6'-Oy2' I'CC$t11red ass per PROPOSED FIRST FLOOR PLAN O NEW TILE FLOOR: EXISTIN6 WOOD 1 I. NEW TILE FINISH (H.O. TO SELECT) UPON / DEGKINC TO REMAIN; MODIFIED Co- KEEP 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 2 DECK N6 OR REU E AT5.NEN 4" VUROCK COVERED PORCH 0 4.NEW �" PLYWOOD SUBFLOOR BENEATHARD (OR �GLUEUPONr€ SCREW); O / EXISTIN6 MITERED 421 Sr. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O'.C. ® / / q-y2 CORNER IS-5 1 lOy2 3 q -�' MODIFIED IOq INTERIOR. GARAGE - PAGE: / II 11 3q2 S.F. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO Z OUTDOOR SPACES AS PER NYS MECH. CODE SECTION A-m1ffm04m00 405.3.2.5; INSTALL AS PER MANU. SPECS II II ONEW LAUNDRY CLOSET: q I. NEW WASH /DRY HOOK UP 2 DATE: 06/26/25 8 OF 21 2.COORDINATE LAUND. ROOM 3 DOOR DIM.s W/ SIZE OF EQUIP. 5.PROVIDE HOOK UPS AS REO'S PER MANU. 28'-3y2" 8:_6: 3_5y2: DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR WALL+!: MINd. 3'-0" FROM ANY OPENINE75 d DUCT 51ZE AS PER N�IANU. D i 2.DUCT SHALL BE EQUIPPED W/A BAGKRAFT CW-14PER 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WIITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USEI'J TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q SHALL BE LIMITED TO SINGLE LEN6TH5, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. O 4.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID .."' r METAL W/SMOOTH INTERIOR SURFACES WITH JOINTS I7 C,� FLOOR OO � � RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST l� I`✓ DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL //pp., 5. MARX.ENS LENGTH SHALL NOT EXCEED 25 FT FROM PRYER 11YJ6a S.F. HABITABLE SPACE; 2,,5 01 S.F. OROSS FLOOR AREA SCALE: I/4" = I'-O" LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2,.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH CIO* BEND. THE MAX. LENGTH OF THE EXHAUST DUCT VPOE5 NOT INCLUDE THE TRANSITION DUCT. HIGH EFFICIENCY LAMPS: NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 2020 NY5 EGG R404.1 WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) HOT WATER PIPING INSULATION: EXISTING TO REMAIN MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE NEW FOUNDATION WALL INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE LLI NEW WOOD FRAME (L.G. FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 $ R403.5: J cz STL. WHEN APPLICABLE) I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL FLUIDS >I05°F OR<55°F (R403.4) Q 'IN NOMINAL DIAMETER � WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS 2 PIPING " AND. LARGER C b') 3. PIPIN6 SERVING MORE THAN (1) DWELLING UNIT WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE POST FOR 6" WALLS), U.O.N. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD - 0 NEW 2-HR FIRE RATED 6. PIPING LOCATED UNDER A FLOOR SLAB +� WOOD FRAME (L.G. STL. "I. BURIED PIPING o CV Z O WHEN APPLICABLE) 5. SUPPLY $ RETURN PIPING IN RECIRCULATION SYSTEMS d I OTHER THAN DEMAND RECIRCULATION SYSTEMS. > X L) CV FLOOR: PLAN N07E5 O p 4- 1 DOOR NOTE: NEW KITCHEN UPPER AND BOTTOM CABINETS W/ Lo I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT NEW APPLIANCES O m :cu ON PLANS BY 'JELD-WEN O Io' (OR EQUAL). Q� O � a: � O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). NEW PERMAGAST COLUMN WRAP 3.NOTE DOES NOT INDICATE EACH NEW DOOR 11 NEW STRUCTURAL POST w/ b" SOUARE PERMAGAST PROPOSED;SEE HESIONATION5 $ DOOR SCHEDULE. COLUMN WRAP;SEE STRUCTURAL PLAN NOTES. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, U.O.N. 5. INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xlO" HDR., U.O.N. T. 5EE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" R1 4 MIN.. 10" Tr - RISERS SHALL BE CLOSED EXIST. 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SWALL DN NOT EXCEED THE SMALLEST BY MORE THAN J". n1 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-F5". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTWS: EXIST. W (�� 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 56" M11N. +J W 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIIN. 2b.T 5F. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 71"" MIN. 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THA1N NATURAL LIGHT $ VENTILATION + ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR (HABITABLE SPACE) OR MORE RISERS, AND WHERE 5HOWN ON PLANS. 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDEID U WALKING SURFACES LOCATED MORE THAN 50" ABOVE FLOOR AREA IC15 S.F. FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. -1. 56" H16H GUARDRAIL $ SPINDLE 5PACIN6 NOT TO EXIST. EXIST. B ALLOW PA55A&E OF A 4 0 SPHERE;36 HIGH S.F. REQ. S.F. PROV. BEDROOM BEDROOM HANDRAIL. LIOHTIN6;MIN. 5% 231.T 5F. O • 5. 6RIPPABLE RAIL AS PER CODE. OF FLOOR AREA 15.6 S.F. 44.2 S.F. q. RAILING TO BE WOOD. EXIST, n 1 VENTILATION;MIN. <<(� • EXIST. BATH. W T.8 S.F. 24.'f S.F. tti O Q OSMOKE DETECTOR / CO DETECTOR NOTES: 4% OF FLOOR AREA z-It EXIST. C11- 46.6 S.F. 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT N SM/GO 13,2 5F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXIST. GREAT 0 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. -zI�p 6'-10" ROOM 2.INTERCONNECTION BETWEEN NEW 4 EXI5TIN6 DEVICES IS 4 H 4 4 4Tq.b 0 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS F 4 H SF. ARE NOT INTERCONNECTED, AS PER NY5 R3 4 F 14.4. 15'-3" 4 F 4 5'-q" 10'-4" I'--1" 3' O" 4'-O" EXIST. 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, ANID 5M/00 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4'-lOy2" 3'-4" 3'-4" 1'-'i" "1'-2y.2 2 5'-4" 4.5MOKE /GO DETECTORS TO MAINTAIN 5' MIN. i HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS n - $ OPENINGS TO BATHROOMS w/SHOWER OR TUB. EGRESS EGtE55 EGRESS �yl _ TEMP. - EXIST. 5. INSTALL ALL AS PER MANU. SPEC.'S �J T MP 5 SM/GO 6.5MOKE DETECTOR AND CARBON MONOXIDE DET'ECTCOR - „ " PROP. - 0 IN COMPLIANCE WITH LOCAL GORE 7 � 204 0 205 LINEN _ - O EXIST. O m q 5.F GL. m 0 Q GL. EXIST. _ WINDOW NOTE: r�`OP ' BEDROOM ' '7 PROP. u) m EXISTf. 10.5 5F. BATH. ATTIC O I. ALL NEW WINDOWS DOORS SHALL BE ANDERSEN I 5 BATH BATR. HATCH Iq5 S.F. 4q.'i 5F. CASEMENT, DOUBLE-HUNG, OR GLIDING(A5 NOTED). 1 1 60 EXIST. INSTALL AS PER MANU. SPEC.'S. c 2'-5" 5'-O" 2'-5" PROP - S.F. :5: O 49T Sr-. O 2.NOTE DOES NOT INDI0#,,•E- EA.G_'u MEN WINDOW PROPOSED; O PROP. In GL. SEE DE516NAT1vNS $ WINDOW SCHEDULE. cV CATHEDRAL 0ILEN cV 206 _ L V J 423 5F. � 3,FoT<- SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS CEILING AND DOORS" ON PAGE 6-002. C q 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HIINGE. © - - - - - - - - - - i f' 203 PROP. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 202 6 52g C. B 143 5.�M � , m6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: , 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OIF PROVIDE MIN. 6" HIGH 5 5 - 20T SWINGING,SLIDING, $ BIFOLD DOORS EDGE AT END OF SHELF 6.2. WITHIN 15" OF F.F. FOR CLOSET ROD; 6.3. WITHIN 24" OF A DOOR PROV. STRUCTURAL .0 1 2 6.4. WITHIN STAIRWAY5 4 WITHIN 36" OF A LANDIN10 BLOCKING WITHIN WALL. Oi p m 6 6.5. WITHIN TUB/SHOWER ENCLOSURES 6: �_ NEW -N 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 � ,� UP '1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 6 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIM1UM 3 5M/Go 20l 'i'-5" 4'-6" 4'-0" NEW 2 nl (2) 2"xlO" HEADER U.O.N. DN. 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PEFZ NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-i=" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. O• EXIST. m EGRESS NOTE: 4 E 4 E EXIST. HALLWAY / i Z IN COMPLIANCE WITH NEW YORK STATE BUILDING 5M/CO 115 S.F. m SM/G w 2 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 2 EORE55 SHALL BE FOLLOWED: X15T. O v _ EXIST. NET CLEAR OPENINO........... 5.1 S.F. CL' = SM/GO NET CLEAR HEIGHT............... 24" MINIMUM 3 • 3.3 5F. • 3 0 NET CLEAR WIDTH................. 20" MINIMUM 5M/GO SM/GO ® ® EXIST. OC O TYPICAL BATHROOM NOTE: PROPOSED BEDROOM EXIST. EXIST. I. WALL BOARD FLAT ROOF c c • �- 132 5F. GL. BEDROOM a I.I. INSTALL M015TURE RESISTANT 6YP5UM BOARM' IN EXIST. ALL BATHROOMS I-1 7.2 SF. qb.5 SF. 5M/GO 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND A-501 U O A-501 TUB SURROUNDS PROJECT: 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET (SLOPE I/5" PER FOOT 6 EXIST. TOWARD5 DRAIN) UPON � m$ EXIST, WHITE 2.3. WATER PROOF MEMBRANE TO COVER 5HOWER: EXIST. BATH• FLOOR, WRAP DRAIN 4 ATLEAST 15" UP WALLS T.2 Tq 5F. RESIDENCE 3. BATHROOM WALLS 12 5F. O 5.1 PROVIDE TILE FINISH AT BATHROOM WALLS WALLS LOCATION T'BD 4. SHOWER NICHE 4.1 NEW SHOWER NICHE 36"W x 12"H x 3.5"D TRIM EXIST. 6UTTER5 DOWN P UTEASXSHOWN 230 KIMBERLY LANE NEW FLOOR: SOUTHOLD NY 11971 O6 I. NEW PLYWOOD SUBFLOOR BENEATH (GLUE 4 SGR15.4; SCREW PERIMETER OF 5HEATHIN6 b" O.G. 4 12" O.G. 46 INTERIOR. 2.NEW FINISHED FLOOR ON FIRST FLOOR TBD. DRAWING TITLE: 3. NEW FINISHED FLOOR ON SECOND FLOOR TO MATCH EX15TINO PROPOSED SECOND FLOOR PLAN ONEW TILE FLOOR: EXISTING ROOF 7 I. NEW TILE FIN15H (H.O. TO SELECT) UPON TO REMAIN 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCRErN); 5CREW PERIMETER OF 5HEATHIN6 b" O.G. $ 12" O.G. a® EXIST. INTERIOR. BEDROOM PAGE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE 214.4 SF. O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR HOOFS TO ®�. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 405.5.2.5; INSTALL AS PER MANU. SPECS O 00 NEW LAUNDRY CLOSET: q I. NEW WASH / DRY HOOK UP DATE: 06 26 25 2 SIZE DIINEAT'EPLAUND. ROOM 4 DOOR DIM.'s w/ � 9 OF 21 3.PROVIDE HOOK UPS A5 REC'5 PER MANU. DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR WALL$ MIN. 3'-0" FROM ANY OPENIN65 $DUCT SIZE AS PER MANIU. 2.DUCT SHALL BE EQUIPPED W A BACKDRAFT DAMPEFR 3. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEMI SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELEID IN ACCORDANCE WITH UL 2155A. 4.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIC71D METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST FROPOSEr7) SECOND FLOOR PLAN DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS o l,w,a N Cl 5. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER, 2 8O8 S.F. HA5I TA5LE Si�AGE• 2 cic[5 S.F. OROSS FLOOR AREA 5GALE: 1/4u I:-On LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 1100 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. tea!i\l. t'1C A OEI ` ERAL 5 I �550L < I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) UJI NEW WOOD FRAME (L.G. UJI NEW FOUNDATION WALL p 5TL. WHEN APPLICABLE) Cy) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q '~ Lo WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O POST FOR 6" WALLS), U.O.N. — _ 0 WOOD FRAME(L.O.. 5TL. 0 N z O WHEN APPLICABLE) CL 'co Ln 2 X CV p O O 4 p m .- (V C O cz Q(a) a O W L— D 4J U • - �- - - - - - - - - - - - - - - - - - - - - - - D �- - - - - - - - - - — — — — — — — — — — — — — — — — -1 I -�—� m + I 12:12 12:I�� v c I I Q . — I � I � I I ❑ I I EXI5TING ROOF TO REMAIN m I I I -\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTIN6 ROOF TO REMAIN I I I r I " I L r- I I EXISTIN6 ROOF c_v TO REMAIN — — — — — — — — - - — - - — — — — — — — — - � I I m�� z w o I PROPOSED FLAT ROOF I I Lu I I _ N I \,-EXISTINC7 ROOF -i r I iii TO REMAIN PROJECT: r F - - - - - - - - WHITE RESIDENCE I I I 230 KIMBERLY LANE I �OF - - - - - - - -� — Ex I SOUTHOLD, NY11971 TOREMA DRAWING TITLE: PROPOSED ROOF PLAN 1.5:12 I I \'-EX15TIN& ROOF TO REMAIN I I PAGE: I I A—J-06m00 J J L J L J o L I ry I I o � DATE: 06/26/25 10 OF:2:1-:] I I - - - - - - - - - - - - - - - - - - - - - --� Q Y/ rC•,,�j �,� rd p 1` FROPOSE1�) ROOF F ,� t y 2.4 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER In- FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER Q CONTRACTOR TO VERIFY MANUFACTURER DIMIENSION WIDTHS FOR ALL MULLED WINDOWS O Lu WINDOW CHART Lu J N EORE55 CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMEN51ON OPENING ._ N TEMP PRO\/. PROV. p L0 TAG COUNT TYPE MODEL # WIDTH REO D: 20 PER UNIT PER UNIT WIDTH HEIGHT WIDTH HEIGHT O EINHREO'D: 5.'12S.F.411 (S.F.) (S.F.) O - O A I GLIDER - 2 2-0556 5'-0" 3'-6" 4'-II 3'-5 4" J 6.60 5.F. F II.5 (0 i O MULLED p p N z 0 B 3 7F GLIDER 055 3'-O" 5'-O" 2'-II 4-11 4" n/AE 8.a0 5.40 •Oof r x n N G I7 GLIDER G5LD6040- b'-O 4'-0 6'-O" 4'-O" n/AF 13.35 �F 5.40 p O O 4-� XOX .0 O m � r— D 3 DOUBLE HUING WDH2646 2'-8 j" 4'-8 �" 2'-'1 J" 4'-5 ill n/A 5.51 4.11 C N � Q oa O F—E 2 DOUBLE HUING WDH21032 3'-0 �" V-4 3'-4 i" n/A 6.42 3.62 F 3 DOUBLE HUING W011210410 3'-0 5'-0 �" 2'-II 5'-0 J" 5.14 S.F. 10.45 5.83 G I DOUBLE HUING WDH24210 2'-6 3'-0 2'-5 j" 3'-0 g" n/A 4.46 2.58 W G.T I DOUBLE HUING WDH24210 2'-6 i" 3'-0 J" 2'-5 J" 3'-0 J" n/A 4.46 2.55 H 2 DOUBLE HU'JN6 WDH2432 2'-6 AllA V-4 2'-5 J" 3'-4 ill n/A [� 5.Oa 2A4 70 J 2 7F GLIDER, G5LD4040 4-0 i" 4'-0 �" 4'-0" 4'-0" 6.00 S.F. 10.00 6.00 W T W DOOR 5CHEDULE DOOR MATERIAL U FIRE RATING TAG DESCRIPTION MANUFACTURER 45 MIN. RATED NOTES WIDTH HEIGHT < 5ELF-GLOSI NC � ^ � IU VJ FIRST FLOOR 101 IF DOUBLE SWING ANDERSEN �E 5'-4" '1'-O" 102 F_ DOUBLE 5WING ANDERSEN 5'-4" 7'-O" � (b TOP YJ/ 2(�j(� , [ OVER 6 GRILLES 105 51NGLE 5WING JELD-WEN 2'-6" "1'-O" I • �I I� INSULATED 104 SINGLE SWING JEL C-WEN 2'-4" 7'-O" �� 105 51NGLE 5WIN6 JELD-WEN 2'-6" �'-O" �I • i� [.� IO6 51NOLE SWING JELD-WEN 2'-4 F— L " "I'-0" 10'7 51NOLE 5WIN5 THERMATRU 3'-0" "1'-0" 105 SINGLE POCKET JELD-WEN �L 4'-0" '1'-0" IOq GARAGE T.B.D. 110 DUTCH DOOR THERMATRU 3'-0" 'i'-O" TOP (b OR W/ 2 OVER 6 GRILLES SECOND FLOOR 201 FSINGLE SWING JELD-WEN 2'-6" 6'-8" �F 202 —IF SINGLE POCKET JELD-WEN 2'-8" 6'-8" 203 SINGLE POCKET JELD-WEN 2'-8" 6'-8" 204 SINGLE POCKET JELD-WEN 2'-4" 6'-a" I • �i I� 205 51NOLE 5WIN6 JELD-WEN 2'-0" 6'-8" I • �� w 206 51NOLE SHIN& JELD-WEN 1'-6" 6'-b" L) 20-T 51NOLE 5WIN6 JELD-W 2 EN '-4" 6'-8" o: Lu F- Q 0 PROJECT: WHITE RESIDENCE 230 KIMBERLY LANE SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED SCHEDULES PAGE: 07 ■ ®® DATE: 06/26/25 11 OF:2J-:] Ok'1 r ELEVATION NOTES O TYPICAL ROOFING: Q I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTIION Lu BEFORE INSTALLATION Lu J cz C7 IA NEW WHITE FLAT DUROLA5T EPDM ROOFING N C ul) TYPICAL SIDING: C O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM _ 0 CONSTRUCTION STANDARDS — 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL 5ELE10TION BEFORE INSTALLATION LO N z 0 NEW AREAS TO MATCH EXISTING LAP SIDING; A.LL a' ca Lo ® EXISTING SIDING TO REMAIN; PATCH AREAS AT NEW WINDOWS AND DOORS AS NECESSARY X N O NEW PERMAGAST COLUMN WRAP 0 m ' 3 NEW STRUCTURAL P05T w/V 5OUARE PERMAGAST O O � a.r. 0 COLUMN WRAP (WHITE);SEE STRUCTURAL PLAN NOTES. C � N O � Q TO— � o 4O NEN TEMPERED GLASS WINDOWS OTYPICAL 5/4"x4" 'AZEK' (OR EQ): I. PROVIDE AT ALL NINDOW/DOORS 2. PROVIDE AT ALL CORNER/ FRIEZE BOARDS NEW BATHROOM EXHAUST FAN VENT: O6 LOCATE VENT WITHIN ROOF 50PFIT. SEE ALSO NOTE ® PLAN. IA I E E 4J NEW LATTICE u' OI. PROVIDE LATTICE UNDER NEW COVERED PORCH; r' Lil L11 WHITE � •— PLAN NOTE: HATCHED SIDING AREAS INDICATE AREAS OF NEW WORK IL p 3 z pH F=7 F=7 F=7 � � •� z , � Q r ^ 101 D D D 102 Too F=� � AM HI O D aO 00 © a FROPOSEI7) EAST ELEVATION (FRONT) SCALE: 1/4" = P-O" z W O U F— Q PROJECT: WHITE RESIDENCE 230 KIMBERLY LANE SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: F71 [:11:1 [1 [:1 [11:11 A-201000 El no ■ E:l 1:1 [Ell DATE: 06/26/25 12 OF 21 [Ell 0 El 9 [:1 FF-ll [I [I f7 0 FROFOSEI) NORTH ELEVATION R I O HT S I l )E) SCALE: 1/4" = P-O" ELE\/ATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS LU 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION J cc (y) IA NEW WHITE FLAT DUROLA5T EPDM ROOFING Q cv C b) TYPICAL SIDING: C O I. SEE NOTE AT BUILDIN6 SECTION FOR MINIMUM = 0 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION p p N z O NEW AREAS TO MATCH EXISTING LAP SIDING; ALL r1 .O v ® EXISTING SIDING TO REMAIN; PATCH AREAS AT X � N NEW NINDONS AND DOORS AS NECESSARY p 0 O +- O NEW PERMACA51 COLUMN WRAP coo O m .4 NEW STRUCTURAL POST W 5" SQUARE PERMACA5T COLUMN WRAP (WHITE);SEE STRUCTURAL PLAN NOTES. C N O C6 Q C) [� NEW TEMPERED 0LA55 WINDOWS O TYPICAL 5/4"x4" 'AZEK' (OR Ea.): W I. PROVIDE AT ALL kqINDOCORNS / FRIEZE 2. PROVIDE AT ALL CORNER/FRIEZE BOARDS b 6 NEW BATHROOM EXHAUST FAN VENT: (�6 LOCATE VENT WITHIN ROOF SOFFIT. Fm SEE ALSO NOTE ® PLAN. NEW LATTICE OI. PROVIDE LATTICE UNDER NEW COVERED PORCH; WHITE H H W PLAN NOTE: HATCHED SIDING AREAS INDIGATIE AREA5 OF NEW WORKIJ LEE- Lj Lj 4 4 4 4 F F F � U v� Im � It] — A Q J J 0 11011 1 1 T- i --j 211LIM F.F. — — FROi 05EE ) NE57 ELEVATION (REA'R�) SCALE: 1/4" = I'-O" z w O v H 0 PROJECT: WHITE RESIDENCE 230 KIMBERLY LANE SOUTHOLD, NY 11971 DRAWING TITLE: IA PROPOSED EXTERIOR ELEVATIONS i PAGE: a� 5 -o -22 ■ 0 0. G o s B B 4 DATE: 06/26/25 13 OF 21 , D Aq� o PROPOSED SOUTH ELEVATION (LEFT SIDE) l SCALE: 1/4" = 1'-0" Lu CD ANEXIST. RIDGE HEIGHT —-—-—-—-—-—-—-—-- V. Lu +26.1, EXIST. RIDOE AS PEP, PLAN cy) cm i k 11 11 Lo c _0 0 >: (.0 c\j z E3 EXIST. ROOF TRUSSES PER PLANS —----- x 0 C 0 4 0 4-J 4-J c N CD 0 EXIST. EXIST. EXIST. BEDROOM EXIST. QD) BEDROOM r-L. EXIST.PROPOSED DINNING RM. ROOF HOT. ou I D 90 5EDRoom - 0 BATHROOM ------ L L L I LL-L ELEV. +15Y 70 PROF. R.R. AS PER PLAN A MI EXIST. F.J. AS PER PLAN �YEXISTING SECOND—_—_FINISHED F=Lcoef/ 7- 4-j m EEE\1. +11.2, Z, � a — I IL b pOO PROF. 0 C C 4 O R DINING C PR(Op. FROP, + IL ROOM PROP. MEN PROF. U) HALF-BATH MUDROOM/LAUNDR'r' FOYER _0 0 � � 0 � F= 0) EXIST. FIRST FINISHED FLOOR CONNECTION DI AS PER PAGE 6-005 5 a r NEW STUD TO C u = r7 = =Lrz\/. +2.o FLOOR ASSEMBLY EXIST. F.J. AS PER P AN PROF. F.J. AS PER �Wq, KWIF jf PROF. F.J. AS PER PLANS BASELINE (AVERAGE GRADE) PROF, ELEV. +0.0' ;e ORAK- SPACE i PROF. CRAHL5FACE EXIST. ELEV. -2.0' BASEMENT EXIST. BASEMENT FINISHED FLOOR ELEV. -5.5' SCALE: 114" = P-0" BUILDIN5 SECTION NOTES (D NEW ROOFING NOTE (IfEd: I. INSTALL NEW WHITE MUROLAST r=PDM ROOF MEMBRANE (OR EQUAL) (INSTALLATION, LAPPING OF SEAMS, AIND SEALING OF EPMM MEMBRANE AS PER MANU. 5PEG.S) UPON 2.1" THK. CONTINUOUS RI61D INSULATION (R=5) UPON 5.CONTINUOUS VAPOR BARRIER (WRAP VAPOR BARRIER z w AROUND PERIMETER OF ROOF INSULATION) UPON 4.J" THK. PLYWOOD ROOF DECKING (BLOCK ALL SEAMS) 0 UPON L) 5. Roor- STRUCTURE AS NOTED SEPARATELY (5.PROVIDE 4"W-O" PITCH TOWARDS PARAPET 50UPF°ERS AND/OR 6UTTER5, AS PER ROOF PLAN. 1. INSTALL ICE AND HATER SHIELD FROM FASCIA UP' TO 24" FROM INSIDE FACE OF STUD HALL e?.INSTALL DRIP EDGE AS Pr=O'r;) q. INSTALL ALL AS PER, MANU. 5PEC.'s OTYPICAL ROOF $ CEILING CONSTRUCTION: 0 NEW ROOFING AS NOTED * 1/2" CDX PLYWO SHEATHING (BLOCKINC, a ALL PLIYI-0 PROJECT: SEAMS) 0 R.R., O.J., 4 C.T. AS NOTED ON PLANS (a SPANS O,VER &' INSTALL "X" 5RID61N6 a CENTER OF SPAN,U.O.LN) o PROVIDEl" THK. SPRAY FOAM INSULATION (R-41 0 WHITE P,-'7/INCH) * PROVIDE 2" THK. SPRAY FOAM INSULATION a r::A\VE5 RESIDENCE NEW EXTERIOR WALL CONSTRUCTION (TYF.): O 0 HOUSE MEMBRANE (SEE 51PIN5 NOTE FOR 5FEC.'S)I UPON 0 1/2" CDX PLY;,,V. SHEATHING (BLOCKINO a ALL PLYHD u 210 FLOOR 5EAM5) UPON 230 KIMBERLY LANE 0 2"xb" STUDS a 16" O.C. k4l DEL. TOP PLATE o MIN. R-21 BAIT INSULATION ISOUTHOLD, NY 11971 * 518" 6YP5UM BD. HALL FIN15H NEW 51DINO NOTE (TYPI OI. INSTALL NUCEPAR SIDING AS PER ELEVATIONS UPcON DRAWING TITLE: 2."TYVEW HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR HALL CONSTRUCTION AS NOTED 5EFARATELY 4.INSTALL ALL AS PER MANU. 5PEC.'s BUILDING SECTIONS 5. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION b.51DINO SHALL EXTEND To TOP OF FOUNDATION WALL OTYPICAL FLOOR CONSTRUCTION! I. FINISH FLOORING TO SELECT 2. 5/4" T4 0 CDX PLYPV. 5UBFLOOR GLUED 6 SCRE;^NED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 5-0 WBRACE 0 MIV5PAN 15T FLOOR PAGE: 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIR51T FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLDO. PERIMETER RIM JdO15T5 NEW HOOD FLOOR: A-301. 00 I. NEW HOOD FLOORING, COLOR AND SIZE TED. NEW TILE FLOOR: DATE: 06/26/25 14 OF 21 58 I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 5.NEW DUROCK CEMENTE30ARD (OR EQUAL) UPON 4.NEW " T40 PLYWOOD 5UBFLOOR BASEMENT u 2"xb" BEARING WALL W P.T. 001� E D SHOE PLATE 5UPPORTIN6 STAR, STRINGERS;ANCHOR TO NEW re. wl 1"0 ANCHOR ? >1 �, Y 511T AA5HER 4 ENONUTBOLTS HI 57AIR SECT 1ON �_ 5M J SCALE: 114" = I'-V a Q 0 LLJ 5/4"xb" P.T. LuDECK BOARDS P.T. DECK JOISTS AS J f0 / NOTED ON PLANS (y) N ° / 5/4" x REOV C Ln HEIGHT P.T. RI5ER ° ° / O 0 DECK BOARDS ` i 2"x BLOCKING ® EA. O O N z 0 STRINGER TO MATCH 51ZE , I OF P.T. DECK JOISTS > cu r1_ U c 2 X :3 N FASTEN 5TRINOER TO O 00 m 4- C9 I FASTTENERSBLOCKINO MIN. 6 � N Lr) I" C O C6 NOSING Q O t1 trypJ 4" THK. x 8" WIDE x WIDTH 2"xl2" P.T. 5TRINOER5 ® 16" O.G. (MIN. 3 STRINOER5 OF STAIR P. GONG. PAD I EA. STAIRWAY) W 2"x6" P.T. BLOCK IN BETWEEN n EA. STRINGER. FASTENED TO NOTE: P. GONG. PAD w/ 101/64" x m ALL DEGKIN6 SHALL BE FASTENED 3-1/2" CONCRETE SCREWS BY f w/COATED DEGKIN6 SCREWS BY "GALIBURN" (OR EQUAL) - MIN. "DECK MATE (OR EQUAL) (5) SCREWS PER BLOCK qo,, MIN. +J GRADE GRADE U . ate I. CREATE WINDOW OPENING 2. APPLY WATER-RE515TIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLA5HIN6 b. FOLD WATER-RESISTIVE BARRIER W GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS ` AND SIDES OF WINDOW OPENING 8"� t , 2 EXTERIOR V400D STAIR DETAIL V4ATcR-RESISTIVE BARRIER IN/I N DON FLA5H I NO (EXTERIOR DOOR5 FROM N I M7)O ! MANUFACTURER) JA-401.00 _c + SCALE: 5/4" = I'-a" A-401.00 SCALE: NTS U c PROVIDE 5" (MIN) GONG. COVER P.T. D.J. AS 0) OF ALL REBAR WITHIN P. GONG. PER PLAN FOUND. WALLS $ P. GONG. FT6'S. PROVIDE STRAPPIN6 4 NAILING AS PER CONNECTION IV' IN "TYPICAL NAIL ING/5TRAPPINO J"xb" P.T. om (D PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, EXTERIOR SHEATHING AS DECK BOARDS BETWEEN CAVITIES I SHEAR, 4 LATERAL RESISTANCE" PER SECTION NOTES P.T. BEAM AS NOTED r PER ENER6Y TABLE ON PA6E 6-CC5 0 EA. STUD. ON STRUCTURAL PLANS (WHEN APPLICABLE) 51DIN6 MATERIAL AS PER SECTION NOTES FLOOR 5Y5TEM AS NEW (2) 2"xb" P.T. SILL PLATES BUILDING PAPER 4 HOUSE WRAP 51MP50N H2.5A HURRICANE 51)"IPSON POST BASE AS PER NOTED ON PLAN UPON SILL SEAL UPON COPPER TO FULLY OVERLAP FLASHING TIE (OR EQUAL) �' STRUCTURAL PLAN $ ANCHOR TO TERMITE SHIELD EXIST. STUD WALL FOUNDATION w/J"41) ANCHOR BOLT w/ IS" MIN. EMBEDMENT DEPTH NEW 5/5"0 HOOKED ANCHOR HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS "Z" FLASHING tl-I/4" 5/4"x6" F.T. bEGKIN6 BOLTS ® 39" O.G. w/5" SQUARE PROVIDE STEPPED FOUNDATION WALLS 6-0" OR GREATER IN HE16HT WITH D.N. ON PLAN/ (V•I•F) I GRADE IT 1; WASHER # ENDNUT ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: CAP FOR SEGTION/DETAILS) 12"0 "SONOTUBE" FILLED a 111j1' DRAINAGE SOLID w/P. GONG. • I�P1 NEW #4 CONT. HOR. REBAR V-8": #4 REBAR ® BOTTOM, MIDDLE, 8 TOP OF WALL (5 TOTAL) IN111 ® TOP 4 BOTTOM OF #4 REBAR ® BOTTOM, MIDDLE THIRDS, 8 TOP OF WALL (4 TOTAL) _ (MIN. 4,000 P51). ___::: . - z IIII NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) _ N I�ilI _ __ (2) 05 BENT REBAR SQUARE FOOT SF-28 WALL (MIN. 4p00 P51) �- I CONCRETE F OT 517-G I1° PARALLEL REBAR. N FTC) FORM FILLED SOLID w/ O #4 HOOKED VERT. II NEW #4 VERT. (5) #5 HOR. REBAR d III P. GONG. (MIN. 4,000 REBAR ® 48" O.G. 11. EXIST. FOUND. WALL REBAR ® 45" O.G. ,IZII METAL DT'T DECK UPON (2) #5 HOR REBAR I PSI); INSTALL PER °1fa JOISTS AS PER PLAN FA5TENED w/(2) TENSION TIE BY (5 TOTAL) COORDINATE I MANU. SPECS. II ° ° • 5/8 0 x 5" LONG HEAVY DUTY GAL. 51MPSON (OR EQUAL) 1 °e. • 4 ° " G w/PLACEMENT OF BENT I � p e LA6 BOLTS ® I6" O.G. INTO MUD SILL 8 ° I ° II ri NEW #5 HOR. REBAR n'. ° d 4 _ �� a° °. c ' ° :e n ° RIM BD.;WHEN ® FOUND, WALL FASTEN COUNTER REBAR 4 II SPACED VERTICALLY === 1=====-----==-- -- --°- -_____ _________-____-________ = w/(2) 5/8"O x 5" LONG APPROVED FLASHINGP.T. DECK T II II 12" O.C.;DRILL PIN °4 III° --- - ---- 4 °4 11 AS PER PLAN I. .d a ' °I L. 4 ° ,d e °: = I I 4'° a. .. GRADE MASONRY ANCHORS ® I6" O.G. P DE JOTS ---- --- I1. 4" INTO EXIST. FOUND. II 4 4° �° ° . ° ASPHALTIC DAMP II : 6RADE WALL U51N6 OUIKRETE .: p ° ° II •. 4 „ •4 ° EXIST. FOUNDATION WALL � "° PROOFING TO EXTERIOR I� HIGH-STRENGTH =_ 4„ II . p °4 ° .. . ° ° •4'. °< �I ° d`4 ANCHORING (OR ---- a° 4 1 .11 ° II 4 EOUAL� ° a'O 'lla 4 e. 4° ° 1 a 4.°° II. 1 �. I II 4 II a ° e4 LEDOER CONNECTION I�ETA 1 L V400D I7E0< FOOT I NO DETAIL d°a a 4 ° .,4 d ° ° V I` a4.. 11 :4 ° I II `.' 4 . ° l i ° e A-401,1 ' G A-401.00 P. GONG. FOUND. WALL I A� - -_--_ _IP °° a dp: ° a 11 4 e ad Iln 4 SCALE: III - I'-O" SCALE: 5,/411 - 11-0" (MIN. 4,000 PSI) Q <II. O I I - a.. a II' ° . P 4 ° .. a a°. °4. II ° 11 d °. 4a II ° ° • ° ' ,11 .° .. °' ' CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIMUM N I16 ° R60214.5 Z 1�4; _ _- Il ° d ,a II II G e e II LENGTH REQUIREMENTS OF TABLE t- #4 HOR. CONT. REBAR ® I �_ _---� II,: . a . °.dl 4 -°. W TOP, MIDDLE, d BOTTOM OF II z II 4 ° a ° ° IIII 4 ��_ d===_s==== 11 a °- EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANEL WALL (3 TOTAL) II . C'S! ° .4 c-=_=--�I#i==� . if n ° - 1=;__.a=====: all .. ° EXTENT OF HEADER WITH SINGLE PORTAL FRAME U O JI - 4 ° II° . °: . °;A I . {I e4 (ONE BRACED WALL PANEL) N ° .°.' .. II •' .'°` II - __ _____ FASTEN KING STUD P. GONG. CONT. FTC. Ir V.I.F. NUMBER OF STEPS REQUIRED 2'-18'FINISHED WIDTH OF OPENING- TO HEADER(MIN. 4p00 PSI) II 'a - NEW #5 HOR. REBAR II ° �__= 4 ell-== jjl� ° 4• (3 TOTAL) - DRILL 4 4 °a ° ° II 6 ° �i 6D SINKERS WITH 6 FOR SINGLE OR DOUBLE PORTAL a A° °.=I I I d 0 31, (M 9.. o (3) #5 HOR. CONT. REBAR II ° - "- PIN 6" INTO EXIST. _ ..__ __ II II TENSION STRAP PER II° '< PROVIDE I NJ GONG COVER TABLE 602.14 6.4 _oa - II 4 ° E_= ==_=====1�==� PONY WALL a' " (ON OPPOSITE SIDE I ' FT6. USING QUIKRETE 11 c=--== =#i=T� . II OF ALL REBAR WITHIN P. GONG. " ' FSHEATHING) 1e ~ 4" P. GONG SLAB ° II HIGH-STRENGTH "II 8 _ .II ° II d FOUND. WALLS t P. GONG. FT6'^. HEIGHT , ro ANCHOR EPDXY c= =t=== < 11 _� e ° _ _ 0 Q ° ° e a --- ----- ------------------- -- -- ----�, 1; A 4_ I �.__._.-- - .- _� _ ' a ° ° 11 ( (OR EQUAL) 4 II II ° ... - -- W II r ,, BRACED WAIL LINE � ° ° ° II e' r= u -_----_3111__ ° NE #4 BENT VERT. REBAR ® I6" O.G. q:a o e ° - MIN.3"x11% NET HEADER STEEL HEADER PROHIBITED ', i' CONTINUOUSLY SHEATHED o 0 0 0 ✓ ✓ u ✓ ` v c-=Tr p= �(r-de ---- e,e e e 1' WITH WOOD STRUCTURAL 4. w• HOOKED BENEATH HORIZ. REBAR IF /�'SPACER IS USED•PLACE ON BACKSIDE OF HEADER + PROJECT° e e o�y PANELS eo o,� �� e _ °' 'o IF NEEDED,PANEL a "e • I " 4 a a „ „ , FASTEN SHEATHING TO HEADER WITH 80 b MIL POLY 4 <m IIII 4 II _'• NEW I6 WIDE x 8 DEEP. P. GONG, Li °'°' COMMON OR GALVANIZED BOX NAILS IN 3'GRID 'r SPLICE EDGES SHALL FASTEN TOP ° �� U PATTERN AS SHOWN , d PLATE TO WHITE MOISTURE RETARDER I ^ -c_ J�-==_-_- L�__ °b '° r OCCUR OVER AND BE °a STEPPED FT6. (MIN. 4p00 P51) z �vt HEADER WITH 4" GRAVEL BASE 3" 3"' ? ° -� °iei i : i, NAILEDTO WITHIN N 1 ° I_ II ° e to. �-HEADER TO JACK-STUD STRAP PER TABLE i BLACKING WITHIN THE ot do TWO NEW #5 HOR. REBAR (3 TOTAL) J z .41 ;;° R642.10.6.4 ON BOTH SIDES OF OPENING MIDDLE 24'OF THE �y, ROWS OF 160 RESIDENCE PROV. GLEAN I I 3 MIN. - COMPACT FILL MIN. � t9 °p � OPPOSITE SIDE OF SHEATHING ,, ,� PORTAL-LEG HEIGHT. . ,qe SINKER NAILS AT ONE ROW OF 3"O.C. a rde 3"O.C.TYP. EXIST. FT6. 2'-8' 2'-8' z 0 ,'oo NAILING IS REQUIRED ;go r, IN EACH PANEL EDGE. , rqe MIN.DOUBLE 2"x4'FRAMING COVERED WITH MIN. MIN.'/+c'WOOD °to VW THICK WOOD STRUCTURAL PANEL SHEATHING ' e9_4 9,qo �� STRUCTURAL e'e' Att WITH 8D COMMON OR GALVANIZED BOX NAILS AT r i TYPICAL PORTAL ;;' o �0 3"O C IN ALL FRAMING(STUDS, ', FRAME CONSTRUCTION ot X PANEL 230 KI M B E R LY LANE I ON DILL DT I L STi�i� 17OUNI7T I ON 1� T I L BLOCKING,AND SILLS)TYP, ,r SHEATHING °AI ,• MIN.DOUBLE 2APOST ° 1 do SOUTHOLD, NY 11971 °" �° MIN LENGTH OF PANEL PER TABLE R602,10,5 ; (KINGAND JACK STUD) :de A-401.00 SCALE: 5/4 = I -O A-401.00 X° e r , NUMBER OF JACK a 'de II + II „ , „ ?, ;e �; ;� STUDS PER TABLES o- ' ;ao SCALE: 5/4 = I -O .�, wo MIN.(2)'/i DIAMETER ANCHOR BOLTS r r r R602.7(1)8r(2) o ' t, Ir INSTALLED PER SECTION R403 1 6 WITH " r r DRAWING TITLE: 44 o e' do 2'x2"x'/tr"PLATE WASHER q 'ro 2'-0" LAP °, " °° DESIGN DETAILS ('IYF.) 51MP50N H2.5A HURRICANE yI �o #5 REBAR (TYP) 2"-O" LAP TIE (OR EQUAL) �1'C'in In Q (TYP) e� cam° c-,_,cN �. I FLOOR J015T5 AS PER , ' t - I PLAN5--1 II I OVER CONCRETE OR MASONRY BLOCK FOUNDATION I I I 1DROPPED BEAM AS ANCHOR BOLTS PER I---------------- ----I II HOOTED ON SECTIONR403.1,6 PAGE: ---------- STRUCTURAL PLANS --_----Z= I--•-fl- ------- t (2)FRAMING ANCHORS TIT APPLIED ACROSS II I I II o o; WOOD STRUCTURAL PANEL NAIL SOLE PLATE ' ' SHEATHING JOINT WITH A b SHEATHING TO TOP OF BAND '' ' ' CAPACITY OF 670 LBS IN to NAIL SOLE SIMP50NI POST BASE AS PER ero� OR RIM JOIST TO JOIST PER + ' THE HORIZONTALAND 1�° PLATE TO JOIST A-40LOO -------- --- 5TRUGTUPRAL PLAN 4 ANCHOR TO __ o TABLE RG02.3(1) ,, --_-, _ - 'a -I- a VERTICAL DIRECTIONS d PER R602.30)TABLE II I I I I t2-I/4" It FOUNDATTION w/ IP ANCHOR BOLT a a q #5 REBAR (TYP.) Q w/ 18 MI11N. EMBEDMENT DEPTH DATE: 06 26 25 Ij -i I j I I I EXIST.(PATCH AS REQ.D) WOOD STRUCTURAL PANEL SHEATHING OVER BAND OR RIM JOIST APPROVED BANG � � 15 OF 21 (L I I I, #5 BENT #5 BENT I I I OR RIM JOIST o REBAR (TYP) REBAR (TYP) I (' I 11 • ` OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION + �' I ( I I .•�I It' ° (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) N I I ( I I I I I ,I „ I, ° •.I II jl I ,..� I I I I I I 10 SONOTUBE FILLED IIII• ' - 50LID w/ P. GONG. Ji11f1 _ I I I I (MIN. 4,000P51) JIIIII WOOD STRUCTURAL PANEL i ��ID�.�C NAIL SOLE PLATE , , 'e'Z NAIL SOLE o o SHEATHING TO TOP OF BAND TO JOIST PER +r r r ATTACH SHEATHING TO '° SQUARE! FOOT 5F-22 p o OR RIM JOIST ,, PLATE TO JOIST w (2) #5 BENT REBAR TABLE R602.30) BAND OR RIM J01ST WITH C, P GONGRE`_TE FOOTING FORM }- _+3 LL--__- e PER TABLE ~( (CENTER BETWEEN d • - X I a? :� $- 8DCOMMON NAILS AT 3' �` , ^� ,> C� PARALLEL REBAR IN FT6J 111 _ FILLED .SOLID W/P. GONG. O Q.C.TOPAND BOTTOM o R602.3(1) . t (MIN. 4,0)00 P51); INSTALL PER MAI,NU. SPECS. (2) #5 HOR. REBAR UPON (2) APPROVED BAND ll #5 HOR REBAR (4 TOTAL) I Ip m WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST '(. a I OR RIM JOIST 'T' CONNECTION CORNER CONNECTION OVER RAISED WOOD FLOOR-OVERLAP OPTION °< (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION SECTION -� REBAR OVERLAP I7ETA I L 8 S1=-22 FAr7) FOOTI NO 17)ETA I L � 05-FF BRACED NALL I7ETA I L (NYS Rl 02.10.G.4) A-401.00 II = A-401.00 SCALE: 5/4 I -O SCALE: 5/4" = I'-O" - OI.00 SCALE: NTS FLOOR JOISTS AS =� Q I I NEW WHITE DUROLAST EFDM ROOF NOTED ON PLAN \ CJ MEMBRANE(OR EOUAL);INSTALLATION, (4) 3/8" H.D.G. LAG LAPPING OF SEAMS,AND SEALING OF r EPDM MEMBRANE AS PER MANU. ALL ED6E5 OF ROOF NOT PROTECTED BY BOLTS (PREDRI LLED) SPEG.5.PITCH TO GrTEle.u GOPIN6 REOUIRE GALV.DRIP STOP ED6E. a — \ — PERIMETER OF ROOF INSULATION Q p1 WRAPPED IN VAPOR BARRIER NEW J"THK.PLYWOOD ♦J W / NEW I'THK.RI&V INSULATION J cu RIP- FLOOR FLUSH BEAM — - — ADHERED TO DECKING DRIP- (� RIP-STOP AS NOTED ON PLAN \ T ) EDGE Q ' N NEW STEEL GAP PLATE 'B' — — — — — — — — WELDED TO EXIST. d NEW O COLUMNS;SEE GAP FL. DETAIILS O O >: Q0 57F' THK. \ I I— — — — — i O 5TL. PL. Lo /4 5/5 THK. H.D. NEW "THK.GYP.BD. O �_ CV z 4 GALV. PL. PROVIDE INSULATION BETWEEN CAVITIES a "(� PER ENERGY TABLE(WHEN APPLICABLE) >1 O te.+ X (V O GAP PLATE B ROOF RAFTERS AS NOTED ON PLAN Q O a I Om ;-' r- FOR CONNECTION OF STL. COL. TO (5) 1-514" WIDE CV � to NEW 3-1/2" OR 5-1/2" (AS NOTED LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE O O 0 0O ON PLAN) O.D. SGH 40 HOT DIIP „ Q L G (56ALV. STL. COL. (ASTM AI23) DIMENSIONAL LUMBER OR 5.25 WIDE PSL AS PER FOUND. PLAN BY 51M5 12 FLAT ROOF DETAIL STEEL (OR EQUAL) A-402.0 SCALE: 3/4" = I'-o" ol 81I W EXISTING P. GONG. \�II FOUND WALL EXI5TIN6 STEEL Y41I 1 COLUMNS $ 24"x24"xl2" T NEW BASE PLATE 'A' WELDPED DEEP P. GONG. PAD U • FOOTIN65 (V.I.F) 0 II TO NEW COLUMNS SEE BASE 3-I/2 O.D. SGH. 40 HOT PL. DETAILS FOR BOLTIFN6 / DIP GALV. STL. COL. M (A5TM A125) AS PER ,..�_J W SHOULD MULTIPLE PIECES O)F HOR. PLAN WELDED TO PL. REBAR BE USED, OVERLAPS SHALL BE • AT LEAST 40 BAR DIAN'IETERS \ �� 8"X8"X3/8" THK. STL. BASE PL. . d .. .aa .a II.. e.11. a °I all a . e e .e ? 4. �� ° d d ��J `'L� \ 0 (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO d. __ ' _a_—_----'` -------------- — ----r-------- a—. ° _ ——— ————————————— __ __-�-.T<. .. - ____-____= ------------ - �-=---------------- FOOTING MIN. 4" w/ OVERSIZED WASHER 4 EXIST. 24 xl2 NEW END NUT SETUP(3) #5 CONT. HCOR. REBAR RUN NEW REBAR CONTINUOUS Aftk /� DEEP P. GONG. WITHIN BOTTOM THIFRD OF THROUGH EXIST. FOOTINGS W CONT. FT6. (V.I.F) FOOTINGS, DRILLED 4 EPDXY Q PINNED U51N6 51MP50N SET-36 NEW 24"xl2" DEEP P. GONG. CONT. BASE PLATE IAI H16H—STRENGTH ANcCHORIN6 FOOTIN55 (4,000 P51 MIN) EPDXY INTO EXISTIIN6 FOOTIN65 o COLUMNS 4 EPDX Nr PINNED GOAT I NUOUS FOOT I N5S DETAIL I I COL. CAP BASE PLATE DETAILS A-402.00 _ A-402.00 SCALE: 3/4„ I -O SCALE: 3" = I'-O" z w HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE W/ MANU. SPEG.'s; v PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT tr J015T HANGER BY 'SIMPSON' OR EQUAL \ FIRST E I N I SHED FLOOR W 0 1Y" MIN. SPACE BETWEEN \ PROJECT: I WALL AND HANDRAIL \ PINE RISER \ WHITE °/a" PINE TREAD STANDARDS FOR C R I PPABLE HAND RAIL RESIDENCE 5GALE: NT5 lo„ o GROSS SECTION MIN. I" ROUNDED NOSING �i(�(�� HANDRAIL GIRGULAR NON-GIRGULAR 230 KIMBERLY LANE W/Ya" RADIUS Q CLEARANCE SOUTHOLD, NY 11971 (NOT INCLUDED IN I TREAD DIMENSION) q ll_6y411 DRAWING TITLE: -- V2° V411_211 PERI- 2Y411 X MIN. METER MAX. DESIGN DETAILS z � o 6N Jw N _ PAGE: m (5) 2"x12" STRINGERS ® W/R-21 INSULATION, IF UMIDERSIDE 15 FACING STORAGEw'NON-HABITAL SPACE A-402mOO l \ I STORAGE UNDER Y2" GYP. BD. / / 16 OF 21 DATE: 06 26 25 (NHEN APPL I(fALBE) TREATED VAV L FOR CONTACT v#CONGIL(IF APPLICABLE) BASEMENT INTERIOR MOOD STAIR DETAIL A-402.00 SCALE: 5/4" = I'-O" �//=,E�I E A L 5��5 0 IJ� <E� : 'LOURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE ' �L I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE NEW PARTIAL HEIGHT DOWNWARD FROM THE BOTTOM OF EXI5TIN& ADJACENT FOOTINGS. HAS BEEN 5U5TAINED FOR A 24 HOUR PERIOD OR MORE. a EXISTIN& To BE DEMOLISHED WOOD FRAME (L.O. 5TL. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. Q �-- WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION � SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL O EXISTING TO REMAIN {---� NEW WOOD FRAME (L.6. �-� NEW FOUNDATION WALL CONFORM TO AGI 506. �--{ ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER W // ENCOUNTERED. W � STL. WHEN APPLICABLE) !� \\ 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / J C7 \\v SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Q 4- N u MIN. (2) 2"x4" STRUCTURAL 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. NEW I-HR FIRE RATED ® � 'c Ln ' POST FOR 4" WALLS 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI SI6 CODE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. O WOOD FRAME (L.O. STL. 6� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL REMOVE AS REOV. POST FOR b" WALLS), U.O.N. _ } 0 ASTMA615 6RADE b0. MM FOR SLABS DO NOT NEED TO BE NEW 2-HR FIRE RATED COATED. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE �+ WOOD FRAME (L.6. STL. PERMITTED WHEN NECESSARY. N Z O 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS' WHEN APPLICABLE SHALL BE STAGGERED. "I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER �" CO � AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. X L) (V WALL STUD FRAMING NOTE: "I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN 0 4--� 1 PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 0 Q � STRUCTURAL PLAN NOTES COORDINATE PLACEMENT OF WALL STUDS DIRECTLY COVERA6E5 AND PLUMBNESS. -0 O m �' BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS 4 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE a-J N �' � ROOF P05T BASE CONNECTION: BEAM POCKET: UNSHEATHED POSTS;THESE MEMBERS SHOULD NOT FALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 0 0 cc O I. CONNECT POST OF ROOF MEMBER(RIDGE BEAM, 15 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT O I. POCKET SHALL PROVIDE SEARING SUPPORT TO FULL SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD � CONCRETE. (ASTM G494/G4a4M, TYPES G AND E). Q � d � O STRONG R.R.,VALLEY/HIP) TO SUPPORTIN6 MEMBER WIDTH OF BEAM, FOR A LENGTH OF � THE WALL DIRECTLY BENEATH. ADDITIONALLY,ENSURE MULTIPLE PLY BELOW w/SIMP50N 05I6 STRAPPING, WRAPPED UNDER THICKNESS (55' MINIMUM). STUDS PROVIDED AS INDICATED BY POST/COLUMN ` 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 4 BACK UP SUPPORTING MEMBER w/MAXIMUM END 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF DE516NATIONS. i AREAS EXCEED ONE SQUARE INCH. LENGTH NAILING ACHIEVED ON STRAPPING ON BOTH BEAM TO PROMOTE AIR CIRCULATION VVE5 OF ROOF POST (USE INDIVIDUAL STRAPS PER 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND / II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED n 1 EA. 1.5"- TO 1.715"-WIDE P05T PLY, (2) STRAPS PER EA.. CONCRETE INTERFACES EXISTING STRUCTURAL MEMBERS NOTE: W 3.5"-WIDE PLY, 4 (5) STRAPS PER EA. 5.5"-WIDE PLY). 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN MEMBERS THAT ACTUAL CONDITIONS IN EXISTING STRUCTURAL TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS MEMBERS MATCH PLANS, INCLUDING SIZE, SPAN, SPACING, REACHED A COMPRESSIVE STRENGTH OF 800 PSI. 2. WHEN P05TS FALL DIRECTLY UPON WALL5 BELOW, THE: PLACE ONCE BEAM PLACED. AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF STRAPPING LISTED ABOVE SHALL BE CONTINUOUS 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. FROM ROOF POST TO THE SUPPORTING POST 5TACKEID FOR WOOD STAIRS 0 GRADE: ANY EXISTING CONDITIONS DIFFER FROM WHAT IS SHOWN BELOW (RATHER THAN WRAPPING BACK UP). I6 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON ON PLANS. ® STACKED POST/COLUMN: 6" 6RAVEL UNDER 2"x2" P.T. STAIR STRINOERS LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN MAX. 16" O.G.,U.O.N. (MIN. 3 57RIN&ERS) SOIL BEARING CAPACITY NOTE: ON FLOOR ABOVE. STRUCTURAL DE5I6N OF FOOTINC75 ASSUMES A SOIL U _ BEARING CAPACITY OF 1.0 TON/5.F. • STACKED P05T/COLUMN: POST 4 COLUMN DESIGNATIONS: n LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN OPN POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A (D FLOOR BELOW. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 6EOTECHNIGAL ENGINEER, OR BY A TEST HOLE IDENTIFYING T W SUCH MEMBERS ARE NOT NECE55ARY ELSEWHERE, AS SPECIFIED EXISTING SOIL TYPES ON SITE AND THEIR ASSOCIATED LOAD BEARING WALL (ABOVE): LJJ L INDICATED BY DASHED OUTLINE. BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD PRESUMPTIVE LOAD-BEARING VALUES. AS ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY FRAMING REQUIREMENTS. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 38 INTERIOR LOAD BEARING WALL: A2 (2) 2"x4" 1-05T B2 (2) 2"xb" POST AS INDICATED BY HATCHING SHOWN BELOW. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPOIN A3 (5) 2"x4" POST B3 (5) 2"xb" P05T F.J. OR BEAM MHEEN APPLICABLE) BELOW. I A4 (4) 2"x4" P05T B4 (4) 2"x6" POST , Q •� //'�� VJ NOTE: ONLY INTERIOR LOAD BEARING WALLS ARE REPRESENTED w/HATGHIN6. ALL EXTERIOR WALLS ARE A5 (5) 2"x4" POST BS " CONSIDERED TO BE LOAD BEARING. (5) 2 xb POST Lim W OEXTENDED FRAMING TO ROOF RAFTERS: 3G PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR 0- -�G 4"x4" P05T ®-- 6"x6" POST HEADER (BELOW) TO SUPPORT R.R (ABOVE). PROVIDE HORIZONTAL BLOCKING SPACED NO MORE THAN 4'-0" VERTICALLY BETWEEN STUDS OF UNSHEATHED WALL5 4"x6" POST 60x6" POST TO PROVIDE ADEQUATE BRACING. �- �lJ� �� IL'�� 4D HOLDOWN (FOUNDATION TO 157 FLOOR): 3-I/2" O.D. 50H 40 5-I/2" O.D. 5GH 40 _ HOEDOWN D AS PER PAGE 0-003. 5TL. COL. (A57M 5TL. COL (ASTM USE HOLDOWN MODEL 5THD14 (RATHER THAN STHDI4RJ) a`� AI23) 8Y 51M5 U AI23) BY 51M5 FOR FOUNDATION WALL5 WITHOUT RIM JOISTS. STEEL (OR EQ) STEEL (OR EQJ O CONTINUOUSLY SHEATHED PORTAL FRAME 6RACINCS�: INDICATED OPENIN65 SHALL BE CONSTRUCTED PER NYS TYPICAL DOOR/WINDOW HEADER NOTE: R602.10.6.4. NOTE THE FOLLOWING SPECIFICATIONS EXIST, rRA PARTICULAR TO THIS APPLICATION: PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS 4 WINDOWS, U.O.N. EXIST. WOOD SEE PACE 6-003 FOR NAILING/STRAPPIN6/FRAMIN6 REWS(BY REAR DECK SPACE I. JACK STUDS AS INDICATED BESIDE HDR ON PLANS OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. ABOVE " 310.8 SF. 2. KING STUDS AS INDICATED BESIDE HDR ON PLANS SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: i EXIST. CRAWL. 3. SIMPSON 0516 TENSION STRAP w/MAX. NAILING SPACE Mo.6 SF. EXIST. GARAGE GONNEGTIN6 EA. JACK STUD TO HEADER SLAB ON &RAVE 4. MIN. LENGTH OF BRACED WALL PANELS SHALL BE 20" _ 5. BRACED WALL PANELS REO.'D ON EA. SIDE OF OPENINdS, GR055-HA7CHING INDIGA7E5 AREA OF EXCEPT WHEREW FULL-HEIGHT ALL CONTINUES - EXISTING 5TRUGTURE5 NOT AFFECTED UNINTERRUPTED FOR AT LEAST 46" FROM OPENING BY OR RELEVANT TO PROPOSED WORK Tx (ONLY JAGK/KIN6 STUDS REO.'D ON SUCH A SIDE) 6. SEE STANDARD DETAIL q/A-40I. 1. PORTAL FRAME LOCATION 15 INDICATED ON PLANS BY' THE BELOW HATGHIN6: GRO55-HA7GHIN6 INDIGA7E5 AREA OF EXISTING 57RUG7URE5 NOT AFFECTED O NEW UN-REINFORCED P. GONG. SLAB qq BY OR RELEVANT TO PROPOSED WORK b I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. b MIL POLY VAPOR BARRIER (OMIT FOR SLABS PROPOSED AT EXTERIOR LOCATION5) UPON 9B 3. 4" (MIN) &RAVEL BA5EX EXIST. CRAWL WOOD DECK FOUNDATION: SPACE - P.T. DROPPED BM. UPON V 58.6 SF. - SIMPSON ABU66Z POST BASE, UPON x 0 V CENTER NEW COLUMNS - U V - 12"0 P. GONG. PIER, UPON � O `fl BETWEEN EXIST. COLUMNS U.O.N. ,fix O ,fix O Z - "SQUARE FOOT" SF-26 GONG. PAD FOOTING BEARING 1- - w 4'-0" BELOW GRADE `fl N 2 X PROVIDE NEW COLUMN GAP X ® u PLATES PER DETAIL II/A-402 `n ® EXIST. CRAWL N ® 0 AS PER DETAIL b/A-401 ® UPON ALL EXIST. COLUMNS x-i X v w PAD FOOTING (EXISTING) u: w SPACE w iL 24"x24"x12" DEEP P. GONG. PAD FOOTING (V.I.FJ 42,55 SF. PAD FOOTING (NEW): 9D 8B - WV. BM. (PER PLAN), UPON 2'-O" - SIMPSON ABU24-2Z POST BASE, UPON - 10"4) P. GONG. PIER UPON CID6 6 6 aiD 6 CID 6 qD EX16iT. (4) 2"x6" EXIST. (4) 2"x6" Lin - "SQUARE FOOT" 5F-22 GONG. PAD FOOTING BEARINGFLU15H BM. w/ FLUSH BM, w/ 3'-0" BELOW GRADE - - -3, AS PER DETAIL 6/A-40I - - - - - - 2"x22" LEDGERS �� 2"x2" LEDGERS O CONTINUOUS FOOTING (EXISTING) --� - El- - - aA EXIST. (4) 2"x6" (4) 2"x6" - - - - - - EXIST. _ _ V "� - - - - v -1 PROJECT: Ib"x5" DEEP P. GONG. CONTINUOUS FTO. (V.I.F) FLUSHBNT-w CONTINUOUS - - - - FLUSH 0• EXIST. 5 „ „ 2"x2" LEDGERS " " = 't = `r 9B 2"x 2" DEEP P.OGONIG. CONTINUOUS FT6. N.I.PJ NEW 2 x6 PROVIDE FULL BLOCKING/SQUASH 2 x2 LEDGERS �D 2 2 WOOD 14 F.J. ® I6" O.G. 3A BLOCKS FROM EXISTING FLUSH BM. TO 092 ® z DECK WHITE CONTINUOUS FOOTING (NEW) NEW POSTS/POINT LOADS ABOVE -i -0.,0 -�� ABOVE 9G I6"x5" DEEP P. GONG. CONTINUOUS FT6. PROVIDE NEW SIMPSON LU52b u u RESIDENCE AS PER DETAIL 3/A-401 HANGERS ® EA. EXIST. F.J. - V d � JN '• CONNECTION TO FLUSH BM, w/LEDGER aD CONTINUOUS FOOTING (NEW) # PROP. CRAWL = v iv I ►�Q 24 A DEEP P. GONG. CONTINUOUS FT6. w/(3) 5 CONT. I Ip � �0 _ NEW (2) 2 x6 HOR. REBAR DRILLED 4 PINNED USING 51MP50N 5ET-36 SPACE �p : O F FLUSH BM. BELOW X U� v� 230 KIMBERLY LANE HIGH-STRENGTH ANCHORING EPDXY AS FOLLOWS: I 124.2 5F. ry. �0 EXIST. X ® 2ND FL. STRINGERS n �iG IS - THROUGH EXIST. PAD FOOTINC75 I W w/LU525-2 HNOR. �, N ® BASEMENT � - WITH 6" EMBEDMENT INTO EXIST. CONTINUOUS FOOTIN65i I W cv X UNFINISHED ® SUPPORTING F.J. SOUTHOLD f NY 11971 AS PER DETAIL 10/A-402. z O a t1 UNHEATED d 6 Q 663.6 SF. u:z IL(o o LL o TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: I -V CL6. HOT. *ct1 d�`� 8B NEW (2) 2"A2" B Wz �� 6B DRAWING TITLE: 10 (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD x m x- r+ 4 SILL SEAL I I m - �i® (GON�NOUS SPAN) _ PROPOSED STRUCTURAL PLAN • ANCHOR BOLTS AS PER PACE 6-005 • P. GONG. FOUND. WALL AS PER DETAIL 3/A-40I NEW 2 x6 - • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY F.J. ® 16" O.G. 3A 15 5 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I 5 • B.O. FOOTING 3'-O" BELOW GRADE MIN. • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) NEHy 2"x6" F.J. ® I6" O.G. w/LU526 HN&R. • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 4D 4 2"x6" LANDING F.J. ® 16" O.G. ABOVE PAGE: STOOPS (WHEN APPLICABLE) II 14 (RIPPED TO SIZE AS REWD); • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET [EXIST. LEDGER BD. AT SEE STAIR SECTION FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) EXIST. FOUND WALL it 1.Tl'PICAL oo 2'x BD DTO MATCH DEPTH OF JOISTS 4 UPSET p V V qA oL ■ S_ BEAMS(WHEN APPLICABLE) I 0 0 2. P.T. BD. FOR EXTERIOR INSTALLATIONS �` y 10 MODIFIED 3. SECURED w/(2) 5/6 4' x 5 LONG H.D. GAL. LAG ® WOOD PORCH . 0 EXIST. GARAGE BOLTS® I6 O.G. N � ABOVE N -j SLAB ON GRADE 4. INSTALL H.D. 6ALV. JOIST HANGERS BY SIMP50N (OR p uxl p DATE: 06/26/25 17 OF 21 EQUAL) lu 5. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE 7 'i 'i T 7 T OF LEDGER BD. II LATERAL SUPPORT OF FLITCH BEAM �I 71 F_ � -I -1 F_ 7 F_ 12 PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM T - - - S - I� PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING - - - - - - - - - - - - - - - OF STRUCTURAL MEMBER. L -1 L NEW(5) 2"x2" L J L .� NEW (3) 2"x12" L -1 T - L � I P.T. DROPPED BM. P.T. DROPPED BM. �+ 6"xb" POST W COLUMN CASINO: 13 (CONTINUOUS SPAN) (CONTINUOUS SPAN) - V.I.F. CONDITION OF EXIST. FOUND. WALL;IF I: PROVIDE 6"xb" P.T. POST INSIDE HB46 PERMAGAST CONSTRUCTED OF GMU w/OPEN VOIDS;FILL ,r (', •. ,,., ,,�.,, (OR EQUAL) COLUMN CASINO. L- _ J ALL CELLS w/NON-SHRINK TYPE 'N' 6ROUTC. 2. CONNECT POST TO BEAM w/SIMP50N ACH&Z POST GAF' �4 (PROVIDE SHIMMING AS REWD TO MATCH BEAM WIDTH TO POST GAP WIDTH). �` F 3. WHEN POST FALLS UPON WOOD FRAMING, CONNECT 6-"fy2 6-"fy2 6-'ly2 6-'Ty2 6-'7y2 6-'iy2 P05T TO 5UPPORTIN6 BEAM w/SIMPSON CM5TCI6 ,A � STRAPPING, WRAPPED UNDER 4 BACK UP BEAM (w/ MAXIMUM END LENGTH NAILING ACHIEVED ON STRAPPING ON BOTH SIDES OF POST) *~'. 14 NEW FOOTINO AS NEEDED TO ALIGN WITH EXIST. FT6., PROP05ED FOUNDATION 57RUGTURAL PLAN AS PER DETAIL 4/A-401. V.I.F. EXIST. FTC. DEPTH. SCALE: I/4" _ 11-O" r _ EXISTING TO BE DEMOLISHED W E PARTIAL d G T OOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) F --{ uj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W F- � J coSTL. WHEN APPLICABLE) \\ m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL \\v ate,• L CN WOOD FRAME (L.6. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL = O O P05T FOR b" WALLS), U.O.N. _ } 0 WOOD FRAME(L.O. SD. O O N z O WHEN APPLICABLE) 0L •co X = N STRUCTURAL PLAN NOTES WALL STUD FRAMING NOTE: O O O 4- C1 COORDINATE PLACEMENT OF WALL STUDS DIRECTLY ,� m .Z BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS d a-J Ln ROOF POST BASE CONNECTION: IS BEAM POCKET: UNSHEATHED POSTS;THESE MEMBERS SHOULD NOT FALL Q O a O O I. CONNECT P05T OF ROOF MEMBER(RIDGE BEAM, I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD STRONG R.R.,VALLEY/HIP) TO 5UPPORTIN6 MEMBER WIDTH OF BEAM, FOR A LENGTH OF � THE WALL DIRECTLY BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY BELOW w/SIMPSON 0516 STRAPPING, WRAPPED UNDER THICKNESS (3.5" MINIMUM). STUDS PROVIDED AS INDICATED BY POST/COLUMN d BACK UP 5UPPORTIN6 MEMBER w/ MAXIMUM END 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF DESIGNATIONS. LENGTH NAILING ACHIEVED ON STRAPPING ON BOTH BEAM TO PROMOTE AIR CIRCULATION SIDES OF ROOF POST (USE INDIVIDUAL STRAPS PER 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND nl EA. IS"- TO I."15"-WIDE POST PLY, (2) STRAPS PER EA. CONCRETE INTERFACES EXISTING STRUCTURAL MEMBERS NOTE: W 3.5"-WIDE PLY, d (5) STRAPS PER EA. 55'-WIDE PLY). 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL 2. WHEN POSTS FALL DIRECTLY UPON WALLS BELOW, THE PLACE ONCE BEAM PLACED. MEMBERS MATCH PLANS, INGLUDIN6 SIZE, SPAN, 5PACIN6, STRAPPING LISTED ABOVE SHALL BE CONTINUOUS AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF FROM ROOF POST TO THE SUPPORTING P05T STACKED FOR WOOD STAIRS ® GRADE: ANY EXISTING CONDITIONS DIFFER FROM WHAT IS 5HOWN BELOW (RATHER THAN WRAPPING BACK UP). (�) 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON ON PLANS. ® STACKED POST/COLUMN: b" 6RAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® ...�.J LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) SOIL BEARING CAPACITY NOTE: ON FLOOR ABOVE. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL EXIST. WOOD U BEARING CAPACITY OF 1.0 TON/5.F. DECK • STACKED POST/COLUMN: P05T $ COLUMN DESIGNATIONS: < ao6.5 5F: C 1 2B LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A W FLOOR BELOW. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 6EOTECHNIGAL ENGINEER, OR BY A TEST HOLE IDENTIFYING SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS 5PEGIFIED EXISTING SOIL TYPES ON SITE AND THEIR ASSOCIATED 4-1 LOAD BEARING WALL (ABOVE): 3A BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD PRESUMPTIVE LOAD-BEARING VALUES. ■ AS INDICATED BY DASHED OUTLINE. FRAMING REQUIREMENTS. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3B INTERIOR LOAD BEARING WALL: A2 (2) 2"x4" P05T B2 (2) 2"xb" POST AS INDICATED BY HATGHIN6 SHOWN BELOW. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON A3 (3) 2"x4" POST B5 (5) 2"xb" POST F.J. OR BEAM (WHEN APPLICABLE) BELOW. (4) 2"x4" POST B4 (4) 2"xb" P05T / A4 •rr^^ VJ NOTE: ONLY INTERIOR LOAD BEARING 114ALL5 ARE REPRESENTED w/ HATGHIN6. ALL EXTERIOR WALLS ARE A5 (5) 2"x4" POST B5 CONSIDERED TO BE LOAD BEARING. (5) 2"xb" POST EXTENDED FRAMING TO ROOF RAFTERS: KQ 3G PROVIDE FRAMING EXTENDING FROM WALL,BEAM, OR p--- G� 4"x4" POST ®--� 6"xb" 1-05T HEADER (BELOW) TO SUPPORT R.R (ABOVE). PROVIDE HORIZONTAL BLOGKIN6 SPACED NO MORE THAN 4'-0" VERTICALLY BETWEEN 5TUD5 OF UNSHEATHED WALLS LJ 4"W' P05T ��p� 8"x8" POST TO PROVIDE ADEQUATE BRACING. - u E� 7I-�1 OHOLDOWN (FOUNDATION TO 15T FLOOR): 3-I/2" O.D. 50H 40 5-I/2" O.D. 50H 40 DIFIED 4D HOLDOWN 'D' AS PER MO PAGE 6-003. 5TL. COL. (ASTM STL. COL (ASTM SCREENED IN USE HOLDOWN MODEL 5THD14 (RATHER THAN STHDI4RJ) 0----E6 AI23) BY SIMS iJ AI23) BY SIMS FOR FOUNDATION WALLS WITHOUT RIM JOISTS. STEEL (OR EQ.) STEEL (OR EOM O CONTINUOUSLY SHEATHED PORTAL FRAME BRACING: ORGH INDICATED OPENINGS SHALL BE CONSTRUCTED PER NYS -�PIGAL DOOR/WINDOW HEADER NOTE: PARTICULAR TO THIS APPLICATION: 316 SF. R NOTE THE FOLLOWING SPECIFICATIONS PROVIDE (2) 2"xlO" HEADERS AT ALL DOORS d WINDOWS,U.O.N. GR055-HATCHING INDICATES AREA OF SEE PAGE 6-005 FOR NAILIN6/STRAPPIN6/FRAMIN6 RED.'S (BY EXISTING 57R'JG7JRE5 NOT A-FELTED 1. JACK STUDS AS INDICATED BESIDE HDR ON PLANS OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. BY OR RELEVANT TO PROF05ED WORK GRO55-HATGHIN6 INDICATES AREA OF 2. KING STUDS AS INDICATED BESIDE HDR ON PLANS SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: �, F-X!5TIN5 57RUG7URES NOT AFFECTED 3. SIMP50N 0516 TENSION STRAP w/MAX. NAILING SY OR RELEVANT TO PROPOSED WORK CONNECTING EA. JACK STUD TO HEADER 4. MIN. LENGTH OF BRACED WALL PANELS SHALL BE 20" 5. BRACED WALL PANELS REO.'D ON EA. SIDE OF OPENING, _ NEW (2) I- "xq- " T.J. 2.OE EXCEPT WHERE FULL-HEIGHT WALL CONTINUES MIGROLLAM CANTILEVERING EXIST. UNINTERRUPTED FOR AT LEAST 45" FROM OPENING HDR, RAISED BELOW F.J.; NEW(2) I-j"xll-j" T.J. 2.OE MIGROLLAM HDR; MUDROOM X. (ONLY JAGK/KIN6 STUDS REO.'D ON SUCH A SIDE) WRAP CANTILEVERED PORTION ��^ PROVIDE 4"x5" WINDOW SILL PLATE (UNLESS EXIST. 153 SF. b. SEE STANDARD DETAIL q W /A-401. IN Ix AZEK TO MATCH FRONT ALL FOUND TO BE 2"xb" FRAMING - MAY USE 1. PORTAL FRAME LOCATION 15 INDICATED ON PLANS BY PORCH DROPPED BM. STANDARD (2) 2"xb" SILL PLACE IN THIS GA5E) EXIST. THE BELOW HATGHIN6: - - - - - - GARAGE NEW 3- "x5- : T.J. 1.3E - - - - - - - - - - - - - - - - - - - - - - - - - 52q' f TIMBER5TRAND LSL P05T _ _ 12 TO CANTILEVERING HDR - REF. ONEW UN-REINFORCED P. GONG. SLAB I 1 I I I A55 z 6 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 1 ( I ® I w w 2. b MIL POLY VAPOR BARRIER (OMIT FOR SLABS x\ /1, n PROPOSED AT EXTERIOR LOCATIONS) UPON Q 3 M I N O O 3. 4" (MIN) GRAVEL BASE OjPROF. Q N N W N I J NI N 0 xw WOOD DECK FOUNDATION: N CAT-IN p p I I I / 1 IO _ / Q N N ® v u z ILL 1 1 I'� U NOOK - -�J I N p �N -7 Q �Q / r 3 IL 0 -. `ry 0 O - P.T. DROPPED BM. UPON O ( 4 -I5 S.F. ;u_ IA lu U aC O 0 IL w tL-� x x Q N z n - SIMP50N ABUb6Z POST BASE,UPON z x 3 0 PROP. w m _ x U _ - 12"0 P. GONG. PIER, UPON p cV 3 v, ate.-7 ? KITCHEN Rl v - ?Q OQ O O N V N EXIST. LIVING "SQUARE FOOT" SF-28 GONG. PAD FOOTING BEARING IV z 0 N 0® - x u 26q S.F. ? ? O IL cV X I �I m p IL w x ' ROOM N ? w 4'-0" BELOW GRADE Q I X:o QOQ 0 0 u-3 w .o aJ O ^X N 3 dJ v U-� w c�v 2aq 5F. IL AS PER DETAIL 6/A-401 1-: w -� IN XI 1 dJ p 1iq O - I x j �-� x 0 uu ® PAD FOOTING (EXISTING) N ®_ N X m X w m z Q z A ® N - - - - - - - - U 24 x24 x12 DEEP P. GONG. PAD FOOTING (V•I.F) g J I X w w N I cvl tu w m II I II Ilim I IX w Iw iz w PAD FOOTING (NEW): QQ 8B - WD. BM. (PER PLAN),UPON X PROP. - SIMP50N ABU24-2Z P05T BASE, UPON tauu.�> BUTLER'SE5 O O A2 1 NEW 3-�"x5-�" - 10"0 P. GONG. PIER UPON Z I G OS ® UB ILT-IN FT.J. 1.3E IW- - "SQUARE FOOT" 5F-22 GONG. PAD FOOTING BEARIN6 30 S.F. b" 3p` A3 O PANTRY I I TIM5ER5TRAND 55 0 V-O" BELOW GRADE L LSL POST AS PER DETAIL 8/A-401 NEW (2) i- "x"f- " T.J. OCONTINUOUS FOOTING (EXISTING) A3 2.OE MIGROLLAM V.I.F. EXIST. (2) NE (2) I-j"xT-*" T.J. PROJECT: qA Ib"x8" DEEP P. GONG. CONTINUOUS FT6. (V.I.F) GANTILEVERIN6 3B NEW (2) I- "xq- " T.J. 2 OE MIGROLLAM 5 FLUSH BM. 2.OE MIGROLLAM PROF, 5.F.L 2 MIN DROPPED BM 3B FLU H BM. w/HHU548 EXIST. O CONTINUOUS FOOTING (EXISTING) (MIN. SIZE RE NEV4 FUR OUT MUDROOM d m DECK WHITE O DROPPED BM. HN . ® FLITCH BM. IA qB 24"xl2" DEEP P. GONG. CONTINUOUS FT6. (V.I.F) (2) EXIST. 2"x4" ® lb" O.G. WALLS OR PROVIDE NEW BATHROOM CEILING TO - N tttt�� ACCOMMODATE MIFF. PROPOSED N �q SF. CONTINUOUS FOOTING (NEW) Q®�l 0 Q O INSTALLED BACK-TO-BACK;V.I.F. \ z w w z k IN STEEL BM. d 2ND FL. MUDROOM RESIDENCE qG I6"xb" DEEP P. GONG. CONTINUOUS PTO. ® �z I4 ww^'z F.J. DEPTH (t ) gp` x g� AS PER DETAIL 3/A-401 z QQ N-m �+ PROPOSED 7 < A2 J-F - CONTINUOUS FOOTING (NEW) a�0 N O N p ( DINING ROOM IL I PROP05ED _ ~ 0 O LJ 3 N_ qD 4 Q 1- U V V 24"xl2" DEEP P. GONG. CONTINUOUS FTC, w/(3) #5 CONT. Ww v N N® 126 SF. I O DEN = O cx 0 �' NEW WSx24 GRADE Agg2 STEEL FLUSH BM. w HOR. REBAR DRILLED d PINNED U51NO 51MP50N SET-30 Q j a Q z z pr►� R' R �y, 26?5F. iV• PROP. <V= ®z 230 KI MBERLY LANE HIGH-STRENGTH ANGHORIN6 EPDXY AS FOLLOWS: z O-7 .v-w u- w I X w `fl �D rROP• P GK OUT w/RIPPED 2x D.F. LUMBER, $ - THROUGH EXIST. PAD FOOTINGS Q z 0. 0 ' N N ® 128Y5F BATH FASTENED F STENED w/(2) "� BOLTS ® I6" O.C. SOUTHOLD, NY 11971 - WITH 8 EMBEDMENT INTO EXIST. CONTINUOUS FOOTINGS z x x w z w V xx xx xx AS PER DETAIL IO/A-402. cV I N Qr OIY]Q U I W W W �Q$mmQ�u�w�p I O 6 TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: z Q w w I- H O Q DRAWING TITLE: 10 . (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD X 0 Q Q lfflV k w F • d SILL SEAL u° PROPOSED STRUCTURAL PLAN REFRAME 2"x4" EXTERIOR • ANCHOR BOLTS AS PER PAGE 6-003 Q�Y 0 Q H//2 x6" FRAMIN6ARA6E • P. GONG. FOUND. WALL AS PER DETAIL 3/A-401 D V • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY N Nm 5 • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR 5 ON kQ • B.O. FOOTING V-O" BELOW GRADE MIN. - - - - _j_1 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 4D - lu - APPLIGABLE) NEW(2) I- "xq- " T.J. cV qy N v y O p • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / u� ; II 2.0E MIGROLLAM HDR h p ~ 0 I O d ~ STOOPS (WHEN APPLICABLE) IA w 0 / _ ® N, ® u- ® PAGE: • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET p►- X .D X 1�1 tit O FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) > z 1 } ? w ®z w ®z Q IL z p O �1 I I 1. (1)TYPICAL M. TO MATCH DLEPOER EPPTH OF J015T5 d UPSET 0 m EXIST.ABOVER O «� vS ® . () p oQ BEAMS (WHEN APPLICABLE) - O a / 00 I Q z faj Q- 0 cj cj x N / MODIFIED EXIST. WI4x2b STEEL DROPPED BM. w Q w N 2. P.T. BD. FOR EXTERIOR INSTALLATIONS x V 3. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAO rV w �� F COVERED PORCH � - - - - - - - �� w Q�� -4 BOLTS® 16" O.G. z / x 42'1 5F. XNX ® uJ\- on 0 4. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR m x / W W MODIFIED WU NQ N ; p Q DATE: 06/26/25 18 OF 21 EQUAL) ; lb q'-qV2" 18'-5" 7'-lOy2" 3'-q" I 0. F p N a w 5. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING X z- / GARAGE 0 N z TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE w N 3q2 S.F. OF LEDGER BD. u d O 13 NEW(3) I- "x-I- " T.J. 2.OE MIGROLLAM 15 f3 0.p 1 v p N y z tX _ u u� DROPPED BM. WRAPPED w/ Ix AZEK w-r d Q z z LATERAL SUPPORT OF FLITCH BEAM j (SPANNING CONTINUOUSLY) - v - V Q y wp 12 PROVIDE 5LOGKIN6 TO FLITCH PLATE FLUSH BEAM FROM - - - x 0 x O 1 tv 0 Q Q Nz 0 O PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRAGIN6 fj ~ xx OF STRUCTURAL MEMBER. 13 6"xb" POST w/ COLUMN CASING: u w ? x z IS w w v I: PROVIDE 6"xb" P.T. P05T INSIDE HBd6 PERMAGAST u IL I tt p p p 0lu (OR EQUAL) COLUMN CASING. �n N O >z N z Q ' rl 0 2. CONNECT P05T TO BEAM w/SIMPSON ACH&Z POST GAP p ; -(PROVIDE SHIMMING AS REO.'D TO MATCH BEAM WIDTH i TO POST GAP WIDTH). i�uu N U s 0. r (_ 3. WHEN POST FALLS UPON WOOD FRAMING, CONNECT POST TO 5UPPORTINC7 BEAM w/ 51MP50N CM5TG16 STRANG, WRAPPE REFRAME 2"x4" EXTERIOR D UNDER d BACK UP BEAM (w/ WALL OF EXIST. 6ARA61E • � �� PPI MAXIMUM END LENGTH NAILING ACHIEVED ON *, STRAPPING ON BOTH SIDES OF POST) w/ 2"xb" FRAMING 14 ATEE104 FD FOOTINO TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., FROFOSEI� F I R57 FLOOR 57 UGTURAL PLAN AS PER DETAIL 4/A-401. V.I.F. EXIST. FT6. DEPTH. SCALE: I/4" _ I'-O" (5ENERAL 5)000��50L <E� : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q �O EXISTING TO REMAIN WHEN APPLICABLE) Lu �.--_--{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LLI f---i Ca STL. WHEN APPLICABLE) O J (y) / NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL c: Lo WOOD FRAME (L.G. STL. POST FOR 4 WALLS 0-) WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.D.N. O NEW 2-HR FIRE RATED i WOOD FRAME (L.G. 5TL. O O N z 0 WHEN APPLICABLE) 0- '� _� I X � N WALL STUD FRAMING NOTE: O 0 O a- 1 57RUGTURAL PLAN NOTES COORDINATE PLACEMENT OF WALL STUDS DIRECTLY -c 0 m BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS $ +-' (V Ln ROOF POST BASE CONNECTION: BEAM POCKET: UNSHEATHED POSTS;THESE MEMBERS SHOULD NOT FALL � 0 OCU I. CONNECT POST OF ROOF MEMBER(RIDGE BEAM, IS I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD Q STRONG R.R.,VALLEY/HIP) TO SUPPORTING MEMBER WIDTH OF BEAM, FOR A LENGTH OF I THE WALL DIRECTLY BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY 0 O BELOW w/51MP50N 0516 STRAPPING, WRAPPED UNDER THICKNESS (5.5" MINIMUM). STUDS PROVIDED AS INDICATED BY POST/COLUMN 3 BACK UP SUPPORTING MEMBER w/ MAXIMUM END 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF DESIGNATIONS. LENGTH NAILING ACHIEVED ON STRAPPING ON BOTH BEAM TO PROMOTE AIR CIRCULATION SIDES OF ROOF POST (USE INDIVIDUAL STRAPS PER 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND EXISTING 5TRUGTURAL MEMBERS NOTE: EA. IV'- TO I.-15"-WIDE POST PLY,(2) STRAPS PER EA. CONCRETE INTERFACES 5.5"-WIDE PLY, d (5) STRAPS PER EA. 5.5"-WIDE PLY). 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL 2. WHEN POSTS FALL DIRECTLY UPON WALLS BELOW, THE PLACE ONCE BEAM PLACED. MEMBERS MATCH PLANS, INCLUDING SIZE, SPAN, STAGING, STRAPPING LISTED ABOVE SHALL BE CONTINUOUS AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF FROM ROOF POST TO THE SUPPORTING POST STACKED FOR WOOD STAIRS ® GRADE: ANY EXISTING CONDITIONS DIFFER FROM WHAT 15 SHOWN BELOW (RATHER THAN WRAPPING BACK UP). Ib 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON ON PLANS. STACKED POST/COLUMN: 6" 6RAVEL UNDER 2"xIV P.T. STAIR STRINGERS ® 70 ® LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN MAX. 16" O.G.,U.O.N. (MIN. 5 5TRIN6ER5) SOIL BEARING GAPAGITY NOTE: ON FLOOR ABOVE. STRUCTURAL DE516N OF FOOTINC75 ASSUMES A SOIL U BEARING CAPACITY OF 1.0 TON/S.F. • 2B STACKED POST/COLUMN: P05T $ COLUMN DESIGNATIONS: LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN OM POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A �W FLOOR BELOW. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 6EOTEGHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING LOAD BEARING WALL (ABOVE): W SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED EXISTING 501L TYPES ON SITE AND THEIR ASSOCIATED 3 INDICATED BY DASHED OUTLINE. BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD PRESUMPTIVE LOAD-BEARING VALUES.AS • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY FRAMING REQUIREMENTS. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. POST INTERIOR LOAD BEARING WALL: A2 (2) 2"x4" POST B2 (2) 2"xb" 3B AS INDICATED BY HATGHIN6 SHOWN BELOW. U ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPOIA A3 (5) 2"x4" POST BB (5) 2"x6" POST F.J. OR BEAM (WHEN APPLICABLE) BELOW. /1 A4 (4) 2"x4" POST B4 (4) 2"x6" POST \` NOTE: ONLY INTERIOR LOAD BEARING WALLS ARE Allk REPRESENTED w/HATGHIN6. ALL EXTERIOR WALLS ARE A5 (5) 2"x4" POST B5 (5) 2"xb" POST CONSIDERED TO BE LOAD BEARING. Q EXTENDED FRAMING TO ROOF RAFTERS: 3G PROVIDE FRAMING EXTENDIN6 FROM WALL, BEAM, OR p---�G 4"x4" POST ®---� ew", POST XIST HEADER (BELOW) TO SUPPORT R.R (ABOVE). GL. PROVIDE HORIZONTAL BLOCKING SPACED NO MORE THAN 4'-0" VERTICALLY BETWEEN STUDS OF UNSHEATHED WALLS 4"xb" POST Vx8" POST 26.'i SF. TO PROVIDE ADEQUATE BRACING. - �u� O HOLDOWN (FOUNDATION TO IST FLOOR): 5-1/2" O.D. SGH 40 5-1/2" O.D. 50H 40 4D HOLDOWN 'D' AS PER PAGE 0-005. STL. COL. (ASTM STL, COL (ASTM USE HOLDOWN MODEL 5THDI4 (RATHER THAN 5THD14RJ) 0---E6 A125) BY SIMS U AI23) BY 51M5 FOR FOUNDATION WALLS WITHOUT RIM JOISTS. STEEL (OR EQ.) STEEL (OR EOJ > > EXIST. OCONTINUOUSLY SHEATHED PORTAL FRAME BRACING:: EXIST. BEDROOM OR055-HATCH NCB INDICATES AREA OF INDICATED OPENINGS SHALL BE CONSTRUCTED PER NYS BEDROOM -� - EXISTING STRUCTURES NOT AFFECTED R602.10.6.4. NOTE THE FOLLOWING SPECIFICATIONS TYPICAL DOOR/WINDOW HEADER NOTE: I'ia.5 5F. PARTICULAR TO THIS APPLICATION: PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS $ WINDOWS, U.O.N. 231.7 5F. BY OR RELEVANT TO FROFOSED Y\ORK SEE PAGE 6-005 FOR NAILIN5/STRAPPIN6/FRAMING RED.'S (BY EXIST. I. JACK 5TUD5 AS INDICATED BESIDE HDR ON PLANS OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. EXIST. 2. KING STUDS AS INDICATED BESIDE HDR ON PLANS SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: BATH. 3. SIMPSON 0516 TENSION STRAP w/MAX. NAILING %\ 46.6 S.F. CONNECTING EA. JACK STUD TO HEADER � s EXIST. GREAT 4. MIN. LENGTH OF BRACED WALL PANELS SHALL BE 20" ROOM 5. BRACED WALL PANELS REO.'D ON EA. SIDE OF OPENING, _ ¢,�a6 i EXCEPT WHERE FULL-HE16HT WALL CONTINUES - EXIST. UNINTERRUPTED FOR AT LEAST 48" FROM OPENING (2) 2"x8" (ONLY JACK/KING STUDS REQ.'D ON SUCH A SIDE) EXIST. R HD 6. SEE STANDARD DETAIL q/A-401. NFv4 (2) 1-5"x7-4" T.J. 2.OE NEW (2) NEW (2) I-J"x7-4" T.J. 2.0E 2 NEW (2) EXIST. (2) (2) x8" 7. PORTAL FRAME LOCATION 15 INDICATED ON PLANS BY MICROLLAM LVL HDR 2"x5" HDR MICROLLAM LVL HDR 2"x8" HDR 2"x8" HDR THE BELOW HATGHIN6: 3B PROP. LINEN . XIST. ROP Q O O I H.C. . EXIST. _ O NEW UN-REINFORCED P. GONG. SLAB cL CL. b I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON PROP. • �Q; Q Q " 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR 5LA55 BEDROOM �1 PROP. EXIST. - �j I0.5 5F. BATH. -j PROPOSED AT EXTERIOR LOCATIONS) UPON O Iq5 S.F. Q BATH BATH. O V 4a\ i .?5F. 3. 4 (MIN) GRAVEL BASE a PROP S.F. EXIST. 4a.7 SF. " O7 ' WOOD DECK FOUNDATION: N X w LINEN O O ® O \ / " - P.T. DROPPED BM. UPON I z kn GL. W L J N ® 42.5 5F. - SIMPSON ABU66Z POST BASE,UPON N - 12"4) P. GONG. PIER, UPON C _ _ _ _ _ _ _ _ _ _ _ PROF, PROP. t j Z - "SQUARE FOOT" 5F-25 GONG. PAD FOOTING BEARING W.I.G. BATHROOM 2 4'-0" BELOW GRADE �1I 1 52 S.F. 145 S.F. (co) AS PER DETAIL 6/A-401 V ® PAD FOOTING (EXISTING) iL �� -- 24"x24"x12" DEEP P. GONG. PAD FOOTING IL I s VQi 1 EXIST. (2) EXIST. EXIST. (2) O _0 A2 2x8 HDR (2) 2"x8" I 3B PAD FOOTING (NEW): u� � FLUSH BM. 2 x8 HDR SB - PC. BM. (PER PLAN), UPON - SIMPSON ABU24-2Z P05T BASE, UPON Lu V.I.F. (2) 2"x6" HDR - 10"P P. GONG. PIER UPON (MIN. SIZE REQ.'D) O - "SQUARE FOOT" 517-22 GONG. PAD FOOTING BEARING OR PROVIDE NEW Q'O , ® ® A2 *-J 2 O X O 0 3' BELOW GRADE PROJECT: AS PER DETAIL 8/A-401 qA CONTINUOUS FOOTING (EXISTING) W HDR 3B 2BQ xN ® xN O I6"x5" DEEP P. GONG. CONTINUOUS FT6. (V 2"x8 .I.F) 11 m U W w EXIST. qB CONTINUOUS FOOTING (EXISTING) HALLWAY w _ _ _ _ _ _ _ _ _ _ _ _ _ WHITE 24"xl2" DEEP P. GONG. CONTINUOUS FT6. (V.I.F) 115 S.F. z 3B CONTINUOUS FOOTING (NEW) XIST. qC 16"x8" DEEP P. GONG. CONTINUOUS FT6. 25 R ES I D E N C E AS PER DETAIL 5/A-401 GL. 52 EXIST. (2) OCONTINUOUS FOOTING MEW) 4 55 5F• 2"x8" HDR qD 24"xl2" DEEP P. GONG. CONTINUOUS FT6. w/(5) #5 CONT. L) HOR. REBAR DRILLED d PINNED U51N6 SIMPSON 5ET-56 HIGH-STRENGTH ANCHORING EPDXY A5 FOLLOWS: a � EXIST. 230 KIMBERLY LANE THROUGH EXIST. PAD FOOTINGS BEDROOM EXIST. EXIST. - WITH 8" EMBEDMENT INTO EXIST, CONTINUOUS FOOTINGS, z � I32 5F. CL. BEDROOM SOUTHOLD, NY 11971 AS PER DETAIL IO/A-402. N 72 sF. a6S 5F. EXIST. ab Li TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION:: 11 G.J. 10 . (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD I " O.G. DRAWING TITLE: $ SILL SEAL PROPOSED STRUCTURAL PLAN • ANCHOR BOLTS AS PER PAGE 6-005 EXEXIST• EXIST. • P. GONG. FOUND. WALL A5 PER DETAIL 5/A-401 CL. EXIST BATH. • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY 72 5F. GL �a • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR • B.O. FOOTING V-O" BELOW GRADE MIN. 12 �? ?V • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN L . NV N VO APPLICABLE) �� w � • EXIST.AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 8 STOOPS (WHEN APPLICABLE) 2"x8" G.J. �" "® PAGE: • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET ® I6" O.0 FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) EXIST. ROOF TRUSSES ® 24" O.G. S-103m00 II TYPICAL LEDGER BOARD: N.I.F. WHETHER EXIST. TRUSSES MAY I. (I) 2"x BD. TO MATCH DEPTH OF JOISTS d UPSET ACCOMMODATE RELOCATION OF BEARING WALL; CONTACT ARCHITECT IF FOUND OTHERWISE) BEAMS(WHEN APPLICABLE) 2. T.T. BD. FOR EXTERIOR INSTALLATIONS 5. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG NEW(2) I- "x7- " T.J. 2.OE MICROLLAM LVL FLUSH BM. BOLTS ® I6" O.G. DATE: 06/26/25 19 OF 21 4. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR ( T EXIST. TRUSS 7TO ® SUPPORTING LVL G.J. EQUAL) (GUT EX15T. TRU55 BOTTOM CHORDS d FASTEN TO FLUSH SM. w/SIMPSON LU526 HNGR) 5. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING TUCKED UNDERNEATH 51DINO t BENT OVER TOP ED6E OF LEDGER BD. EXIST. ROOF TRUSSES 024" O.G. N.I.F. WHETHER EXIST. TRU55E5 MAY LATERAL SUPPORT OF FLITCH BEAM ACCOMMODATE INSERTION OF FLUSH BEAM 12 EXIST. I �v PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM ALONG BOTTOM TRU55 CHORD;CONTACT MR EDOO PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING ARCHITECT IF FOUND OTHERWISE) B N= _ OF STRUCTURAL MEMBER. 214.4SF. I Wd)�o 6"xb" POST w/ COLUMN CASING: 13 I. PROVIDE 6"x6" P.T. POST INSIDE HBd 6 PERMAGAST "® (OR EQUAL) COLUMN CASINO. 2. CONNECT POST TO BEAM w/SIMPSON ACH&Z POST GAP EXIST. 2" PROVIDE SHIMMING A5 REO.'D TO MATCH BEAM WIDTH xV G.J. ® Ib" O.G. TO POST GAP WIDTH). 5. WHEN POST FALLS UPON WOOD FRAMING, CONNECT POST TO SUPPORTING BEAM w/SIMP50N GMS70I6 J�- STRAPPING, WRAPPED UNDER $ BACK UP BEAM (w/ (PMAXIMUM END LENr7TH ACHIE � ' :: -�✓ STRAPPING ON BOTH SIVESlNO OF POST)\!ED ON (� 5 ao STEP ED F o 1NO SAD SEOON7 FLOOR STRUOTURAL. FLAN 14 NEW FTO. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTC., AS PER DETAIL 4/A-401. V.I.F. EXIST. FTC. DEPTH. (5E `FERAL 5"'rI I50L <E� : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 uj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LU co 5TL. WHEN APPLICABLE) J (`7 �G ;+_' N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL c V) WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS • WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR 6" WALLS), U.O.N. 7 0 NEW 2-HR FIRE RATED .L WOOD FRAME (L.G. 5TL. O C (V z 0 WHEN APPLICABLE) 0- Lncu Y C 2 X :3 N WALL STUD FRAMING NOTE: O 0 O 4- 1 5TRUGTURAL PLAN NOTES COORDINATE PLACEMENT OF WALL STUDS DIRECTLY 00 'j � � � 0 BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS d � N O ROOF POST BASE CONNECTION: BEAM POCKET: UNSHEATHED POSTS;THESE MEMBERS SHOULD NOT FALL cc cu O I. CONNECT P05T OF ROOF MEMBER (RIDGE BEAM, 1'5 I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD Q G 6 STRONG R.R.,VALLEY/HIP) TO 5UPPORTIN6 MEMBER WIDTH OF BEAM,FOR A LENGTH OF � THE WALL DIRECTLY BENEATH. ADDITIONALLY,ENSURE MULTIPLE PLY BELOW w/SIMPSON C5I6 5TRAPTIN6, WRAPPED UNDER THICKNESS (3.5" MINIMUM). STUDS PROVIDED AS INDICATED SY POST/COLUMN d BACK UP SUPPORTING MEMBER w/ MAXIMUM END 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF DESIGNATIONS. LENGTH NAILING ACHIEVED ON STRAPPING ON BOTH BEAM TO PROMOTE AIR CIRCULATION SIDES OF ROOF P05T (USE INDIVIDUAL STRAPS PER 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND EXISTING STRUCTURAL MEMBERS NOTE: EA. IS"- TO I.-15"-WIDE POST PLY,(2) STRAPS PER EA. CONCRETE INTERFACES 3.5"-WIDE PLY, d (5) STRAPS PER EA. 5.5"-WIDE PLY). 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL 2. WHEN POSTS FALL DIRECTLY UPON WALLS BELOW, THE PLACE ONCE BEAM PLACED. MEMBERS MATCH PLANS, INCLUDING SIZE, SPAN, STAGING,STRAPPING LISTED ABOVE SHALL BE CONTINUOUS AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF FROM ROOF P05T TO THE 5UPPORTIN6 P05T STACKED FOR WOOD STAIRS ® GRADE: ANY EXISTING CONDITIONS DIFFER FROM WHAT 15 SHOWN BELOW (RATHER THAN WRAPPING BACK UP). lib 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON ON PLANS. ® STACKED POST/COLUMN: 6" GRAVEL UNDER 2NI2" P.T. STAIR 5TRIN6ERS LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN MAX. 16' O.G.,U.O.N. (MIN. 3 STRINOER5) 501L BEARING CAPACITY NOTE: / 1 ON FLOOR ABOVE. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL v BEARING CAPACITY OF 1.0 TON/5.F. • STACKED POST/COLUMN: POST $ COLUMN DE51&NATION5: W LOCATE INDICATED P05T/COLUMN ABOVE P05T/COLUMN ON POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A D M FLOOR BELOW. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 6EOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING 1 J LOAD BEARING WALL (ABOVE): W SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED EXISTING SOIL TYPES ON SITE AND THEIR ASSOCIATED 41J 3 L INDICATED BY DASHED OUTLINE. BY OTHER CONSTRUCTION DOCUMENT NOTES # STANDARD PRESUMPTIVE LOAD-BEARING VALUES.AS • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY FRAMING REQUIREMENTS. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3B INTERIOR LOAD BEARING WALL: A2 (2) 2"x4" POST B2 (2) 2"xb" POST C , AS INDICATED BY HATGHIN6 SHOWN BELOW. v ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON Ag (3) 2"x4" POST g3 (5) 2"xb" POST F.J. OR BEAM (WHEN APPLICABLE) BELOW. A4 (4) 2"x4" POST 574 (4) 2"xb" POST • NOTE: ONLY INTERIOR LOAD BEARING WALLS ARE J I REPRESENTED w/HATGHIN6. ALL EXTERIOR WALLS ARE A5 (5) 2"x4" POST (5) 2"xb" POST B5 EXIST. R.R. EXIST. R.R. W CONSIDERED TO BE LOAD BEARING. r - - - - - - - - - - - - - - - - - - - - - - - - - EXTENDED FRAMING TO ROOF RAFTERS: I r 3G PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR p---� 4"x4" POST ®---� 6"x6" POST HEADER (BELOW) TO SUPPORT R.R (ABOVE). PROVIDE HORIZONTAL BLOCKING SPACED NO MORE THAN 12:12 12:12 m I 4'-0" VERTICALLY BETWEEN STUDS OF UNSHEATHED WALLS D 4"xb" POST �--�� 8"x8" POST I 12:12 �- TO PROVIDE ADEQUATE BRACING. E -r- \PlmrE5m- HOLDOWN (FOUNDATION TO IST FLOOR): RIDGE BEAM POST GAPS:3-I/2" O.D. 5GH 40 5-I/2" O.D. 5GH 40 m � aHOLDOWN 'D' A5 PER PAGE 6-005. PROVIDE 51MP50N ACH4Z OR ACH6Z POST GAPS (MATCH P05TSTL. COL. (ASTM STL. GOL (ASTM USE HOLDOWN MODEL STHDI4 (RATHER THAN 5THD14RJ) O- - Q---� DEPTH) AT ALL EN POST-TO-RIDGE BEAM 6 POST-TO-ROOF I u u xvXAI23) BY SIM5 AI23) BY SIMSFOR FOUNDATION WALLS WITHOUT RIM JOISTS. BEAM CONNECTIONS. PROVIDE SHIMS AS REOUIRED WHEN POST Q Q X pyxSTEEL (OR EQ.) STEEL (OR EQ.) WIDTH EXCEEDS RIDGE BEAM WIDTH,UNLESS NOTED OTHERWISE. Xa w ', w CONTINUOUSLY SHEATHED PORTAL FRAME BRACING: I 1 1INDICATED OPENINC75 SHALL BE CONSTRUCTED PER NYS I A > AR602.10.6.4. NOTE THE FOLLOWING SPECIFICATIONS TYPICAL DOOR/WINDOW HEADER NOTE: ROOF RAFTER TO SUPPORTING MEMBER CONNECTION:PARTICULAR TO THIS APPLICATION: PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS S WINDOWS, U.O.N. FASTEN EACH RAFTER TO C!)=W SUPPORTINGMEMBERS (RIDGESEE PAGE 6-003 FOR NAILING/5TRAPPING/FRAMIN6 REQ.'S (BYSEAM, HIP,VALLEY, OR LEDGER) w/SIMPSON LRUZFACE-MOUNT RAFTER HANGER (SELECT MAXIMUM HANGER SIZEI. JACK STUDS A5 INDICATED BESIDE HDR ON PLANS OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. x2. KING STUDS A5 INDICATED BESIDE HDR ON PLANS SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: COMPATIBLE w/RAFTER DEPTH), UNLESS NOTED OTHERWISE. I 5. SIMPSON 0516 TENSION STRAP w/MAX. NAILING � iv � }CONNECTING EA. JACKSTUD TO HEADER UNFINISHED WALL FRAMING NOTE: I4. MIN. LENGTH OF BRACED WALL PANELS SHALL BE 20° FOR ALL l�l^ UNSHEATHED Y�1ALL5 OVER 48" TALL, PROVIDE k !L) EXIST. RIDGE BM. HORIZONTAL BLOCKING BETWEEN STUDS SPACED NO MORE I r X =k X 5. BRACED WALL PANELS REQ.D ON EA. SIDE OF OPENING, i - < w N N < w ►-• EXCEPT WHERE FULL-HEIGHT WALL CONTINUES THAN 4-O VERTICALLY TO PROVIDE ADEQUATE BRACING. I cV t� UNINTERRUPTED FOR AT LEAST 45" FROM OPENING I x N m N a w (ONLY JACK/KIN6 STUDS REO.'D ON SUCH A SIDE) 6. SEE STANDARD DETAIL 9/A-401. I I ry N x w '1. PORTAL FRAME LOCATION 15 INDICATED ON PLANS BY THE BELOW HATGHIN6: I �l ��- - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - I NEW UN-REINFORCED P. GONG. SLAB I I N O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER(OMIT FOR SLABS I 3. 4R(MI�.)SED AT GRAVEL BASS EXTERIOR LOCATIONS) UPON I I X a I �? I I I X X ui w I I I w w T WOOD DECK FOUNDATION: I 1 I ® I w ua - P.T. DROPPED BM. UPON - 51MP50N ABU66Z POST BASE, UPON I lu N I Q - 12"� T. GONG. PIER, UPON O v � z '' I I I g - "SQUARE FOOT" 5F-25 GONG. PAD FOOTING BEARING I NEW 1- "x9 I O s - " T.J. 2.OE MICROLLAM LVL d) I p I I I EXIST. R.R. EXIST. R.R. W AS PER DETAIL 6//A 401 I I (H Q.43bM. W SIMPSON 1 TFOL52 HLCL" HNGR. ® I n z I I I ( I 0 SUPPORTING R.R.;PROVIDE NEW LRUZ -So- c�Y uB� p I EXIST. (2) I-J"xW' LVL RIDGE BM. I I U® PAD FOOTING (EXISTING) I HANGERS TO ALL EXIST. RAFTERS 3 p I I w>u - - - - _ - _ - - - - z 24"x24"x12" DEEP P. GONG. PAD FOOTING (V.I.F)) I = �j I to IL - J v- - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - PAD FOOTING (NEW): 8B - WD. BM. (PER PLAN), UPON I t u' - SIMPSON ABU24-2Z POST BASE,UPON I N - 10"0 P. GONG. PIER UPON I I X - "SQUARE FOOT" 5F-22 GONG. PAD FOOTING BEARING w 30 lu X Q c i 0 V-O" BELOW GRADE I - p .0N p V AS PER DETAIL 8 L /A-401 - I x O O ( I PROJECT: qA CONTINUOUS FOOTING (EXISTING) N `fl I6"x8" DEEP P. GONG. CONTINUOUS FTC. (V.I.F) I I IL� U X a �ST X aB CONTINUOUS FOOTING (EXISTING) I I I Q w d �' w i WHITE 24"xl2" DEEP P. GONG. CONTINUOUS FT6. (w.F) I I Z �O zlu ai1 �3J CONTINUOUS FOOTING (NEW) I aG I6"x5" DEEP P. GONG. CONTINUOUS FT6. R ES I D E N C E AS PER DETAIL 3/A-401 I I I I Q U U I Q> I I lry </„ O CONTINUOUS FOOTING (NEW) I I N <LL `�IL_ 9D 24"xl2" DEEP P. GONG. CONTINUOUS FTC. w/(3) 5 CONT. I - 230 KI M B E R LY LANE HOR. REBAR DRILLED b PINNED U51NO SIMPSON SET-56 I w 0 I I �- HIGH-STREN6TH ANCHORING EPDXY AS FOLLOWS: - THROUGH EXIST. PAD FOOTINGS I X I - - - - - SOUTHOLD NY 11971 - WITH 5" EMBEDMENT INTO EXIST. CONTINUOUS FOOTINGS I iI�I ® z- ~ p� AS PER DETAIL 10/A-402. I ( z I I 0 Uc I w Q I I� - - - - - - - - TYPICAL P. GONG. FOOTING B WALL CONSTRUCTION: I I I o I V - EXIST. 2"xIO" EXIST. 2"xIo" I DRAWING TITLE: a -I O.C. I PROPOSED STRUCTURAL PLAN 10 • (2 2" SEAL SILL PLATES w/COPPER TERMITE SHIELD I Qp I R.R. ® 16 O.G. U � I • ANGHOR BOLTS AS PER PA6E 6-003 I ( I �a: I I • P. GONG. FOUND. WALL A5 PER DETAIL 3/A-401 I I Q I EXIST. (2) • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I V I 2"xl0" R.R. _ • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR N • B.O. FOOTINO5'-0" BELOW6RADEMIN. L - - - - - - - - - - 1 - - - - - - - - - - - - - - - • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I - - - - - - -_-_-_-_-_-_• I .O� � EXIST. I- "xll- - - - - - - - - - - - - - ~ xl LVL RIDGE BM. APPLIGABLE) � - - - - - - - - - - - - - - - - - - - - Ul= N N I • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / � w I STOOPS (WHEN APPLICABLE) PAGE:i i • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET EXIST. R.R. _p EXIST. (2) FOR HEIGHT OF WALL 3 SLAB (WHEN APPLICABLE) II TYPICAL LEDGER BOARD: I I 2"xl0" R.R. _ ®4 . O I. (1) 2 x BD. TO MATCH DEPTH OF JOISTS d UPSET 1 5.12 BEAMS (WHEN APPLICABLE) 2. P.T. BD. FOR EXTERIOR INSTALLATIONS ��Q a N7. I 12.12 x 12:12 3. SECURED w/(2) 5/8" 0 x 5" LONG H.D. 6AL. LAG '� I I I I EXIST. LVL HIPS BOLTS ® 16" O.G. 4. INSTALL H.D. 6ALV. J015T HANOER5 BY 'SIMPSON' (OR X X I N I I DATE: 06/26/25 20 OF 21 EQUAL.) w w 5. FOR EXTERIOR INSTALLATIONS,PROVIDE FLA5HIN6 TUCKED UNDERNEATH SIDING E BENT OVER TOP EDGE I I EXIST. (2) OF LEDGER BD. I 2 xl0_R.R. LATERAL SUPPORT OF FLITCH BEAM F r 7 r, I 7 12 PROVIDE 5LOGKIN6 TO FLITCH PLATE FLUSH BEAM FROM J L J L J L J I I p In PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING EXIST. I- "xl I- "I ij xI R DG B I I °6, F /yy, OF STRUCTURAL MEMBER. I X cV ry >`7 6"xb" POST w/ COLUMN CASING: I lu 13 1• PROVIDE 6"xb" P.T. POST INSIDE H540 PERMACAST I _ (OR EQUAL) COLUMN CASINO. I EXIST. 2 I ]i 1< ,,�0 2. CONNECT P05T TO BEAM w/ SIMPSON AGH&Z POST GAP I I 2"x10" R.R. (PROVIDE 5HIMMIN6 A5 REO.V TO MATCH BEAM WIDTH TO P05T GAP WIDTH). 3. WHEN POST FALLS UPON WOOD FRAMING, CONNECT I I EXIST. 2"xIO" EXIST. 2"xIO" I POST TO SUPPORTING BEAM w/51MP50N GM5TGI6 I R.R. ® I6" O.G. R.R. ® I6" O.G. STRAPPIN6, WRAPPED UNDER d BACK UP BEAM (w/ MAXIMUM END LENGTH NAILING ACHIEVED ON L STRAPPING ON BOTH SIDES OF POST) _ _ 14 NEAPTEDe. FOOTINQ TO STEP A5 NEEDED TO ALIGN WITH EXIST. FTC., PROPOSED SEOO1�D FLOOR STRUOTURAL PLAN AS PER DETAIL 4/A-401. V.I.F. EXIST. FT6. DEPTH. 50ALE: I/4" _ V-O" a 0 w w J (M ¢ �_' N �C Lr) O O � >: (.0 L �-- O C N z 0 .O Lr) �- X N O O O 4—' Om �—' v— � N ca ¢ O W ...�.J 70 U • - 4� D - -J m U tL IL Q .- c� T EXISTING VENT 0 p THROUGH ROOF !x k i Q � 0 Q I k Q I I - I PROP. BATHROOM PROP. MASTER BATHROOM PROP. MASTER BATHROOM 2" --- I 2 ROP. BATHROOM v NOTE: _ _ NOTE: p ALL PLUMBING E —- I - -'---------_--- 0 ALL PLUMBIN6 WORK 0 FUEL OAS WORK -1 NEW NEW SHALL CONFORM TO IL SHALL CONFORM O 1 0 NEW 11 I1 I 11 21211 I I 2 I I IL I NEW WC LAV. II LAV. LOCAL PLUMBIN6 CODE TO LOCAL O NEW 2"I NEW 2"I I I PLUMBING CODE 2"I 2I 2" LAV. 1LAV. I LAV. I I I j NEW Q 0 FUEL GAS 1 Lv. 2 1 1 1 PROVIDE "ABE500 FP200 FR WG. I IXPANDING FOAM" (OR EQUA ) Q4NEW # U W.G. I I NEW 1 i I W.G. AT ALL PENETRATIONS IN FIRE 31 jU U 0 jX j �I MIEN �I EGEND PIPING PENETRATIONS: N I 1 I RATED WALLS AND I .O NEW = dJ dJ * xl *I NEW T R I I _ I U :0 I. PROVIDE A5E500 FP200 FR I cv SHOWER cv I :� N N I iv1 I° iv1 I. SHOWEIa ----- SUPPLY A ING FOAM" (OR EQUAL) TUB I NEW I NEW I FLOORS/CEILIN05. PRODUCT . I 1_ I' m m I' I' EXP ND I- I— ISHOWER SHOWER I- I CONFORMS TO ASTM E 814, �I N �I •N �I :N AT ALL PENETRATIONS AT WALLS I 1 I 1 I -1 I - I ASTM E 84, AND UL 14'I9 -______-__1 T_____�________ _ __ __i_______ GOLD WATER AND FLOORS/CEILINGS. 2 2 I 2 C.O. L.._.._.._.._.._.._T _.._.._..I_.._.._..J.._.._.-L.. _..1.. _..1.._.._.._.._..� - - 5UPPLY 2.PRODUCT CONFORMS TO ASTM E I : &4,A5TM E 54, AND UL 14"Ia PROP, HALF- PROP. I 1 PROP. HALF- PROP. I PROP. PROVIDE "ABE500 FP200 FR PROP. MUDROOM PROP,. KITCHEN BATHROOM BUTLERS I 1 CROP. KITCHEN BATHROOM EXPANDING FOAM" (OR EQUAL) PANTRY �= BUTLERS MUDROOM p ALL PLUMBIN6 WORK ( 1 AT ALL PENETRATIONS IN FIRE 2 SHALL CONFORM TO PANTRY O KITCHEN ---- ROP I I FFL /CLOORSIL NG5D PRODUCT iL -- _7----- O 2 i i---- — LOCAL PLUMBING CODE 43 NEW NEW �- I • CONFORMS TO ASTM E 814, r--- 2"1 2"1 i 4 0 11 I Q4 LAV. NEW � LAV. ASTM E 84,AND UL 14'19 IL I I NEW I NEI�y I 12 LAV`. I 12 GLEAN OUT 1 j I I I K.5. 1 F 1 I LAV. I K.5. 3 I I I A5 REO'D F f�`�� 1 . I 4 I I •4 NEW VENT 1 1 1 1 NEW 1 I � 1 I \J I I W.G. 1 II EXIST. F.A.I. TO �II1 U I I' IIII I1 �l►II NEW NEW REMAIN RAN6E REGULATOR WASHER NEW 't 2 _ A L L--------j =------ ---- G.O. L..—.._.._.. 1.._..J.._ ._.. _.._..�..—.. _..J.._.._.._.._.._.._.._. _. _.._.._. EXIST. w G.O. CONNECT TO CONNECT TO I I EXIST. GAS SUPPLY C Q EXIST. WATER I j j SUPPLY SYSTEM v SUPPLY SYSTEM TO CAS HOUSE MAIN TO STREET MAIN DRAIN G.O. i j j rWATER MAIN TO SEPTIC Fuw_• SYSTEM d :f o N w PROJECT: WHITE RESIDENCE 230 KIMBERLY LANE FLUMB I NC RISER - r�)RA I N / NA5TF / VENT FLUME3 1 NC RISER - SUFFLY CAS RISER - SUFFLY SOUTHOLD, NY 11971 50ALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101000 DATE: 06/26/25 21 OF 21 D AP M � s6)�.4 517E PLAN HATCH KEY: 1-7 PROPOSED BUILDING ADDITION X, ' I,,I s CL N 0 R T H E3 A `I' V I E Y� R O A D ® PROPOSED ACCESSORY STRUCTURE s Q o PROPOSED 2ND STORY W N05°26'40"H - 150.06' ui cc _ `.�-�,_-__'"'^ram-.-^•� Cy) ��r�� ' off';.."-6^*a^+e,e.$.-V +°'!eoR',q•*!ye�'q?9'V�"""'{'�-:-_, ,ew,*-....rl+.,,--° - Q ,~ N 0 ,. O ACV zO - - - - - - - - - - - - - - - 0 a ' SUBJECT PROPERTY T U I� I ` v o F L p m 4-+ �1F .- � N CO p Y Q a O 50' REAR YARD SETBACK Lu ,a . s • a L 4 I §•m,, 5, gyp' �,• , � ��, � a,, ,� ^. `A„+ 8' „ �. r, n5, and 5 4_j M I I Q I t�� Gi � 1 �.�� -+t ,.:w,.� ,1 t Y a' � x.,� x � n 11 1 W 1" e," „p., sC v ° ` ^, ,7d d k` '� t' - w.'*,rag • j�.. dh P4 t k �/; '4 , ,.t ''sx, 'i n 'v ssy... iF• ' "�*'� d 41! WPS W_ EXIST. Q STONE a '~. ,M ,(: .< < "„ .. ,% 'a! Lu PATIO LOCATION MAP N SCALE: N75 '— I � EXIST. 1 IN POOL RO� �� OFEILL POOL FA0E <E� : Ilzm CD - lFROi=OSFD FIRST FLOOR AD171 TI ON $ RENOVATIONS - 'PROFOSED 5EGOND FLOOR INTERIOR RENOVATIONS �-00 •�0 PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA EXIST. STONE FIREPLACE EXIST. STONE WALK RO DATA : I I EXIST. STONE PLATFORM O (5-002 ,QQ GENERAL NOTES 1 O ENERGY TABLE PROJECT i/ ZONING DATA STRUCTURAL DESIGN CHARTS I J I I I I EXIST. EXIST. WD. (2) A/C UNITS TAX MAP # 1000-70-13-20.1a 11 DECK �./-OO�.00 EXIST. GAS I HOEDOWN, ANCHOR BOLT, ZONING D'ISTRIGT R-40 CONFORMING METER _ ~511. - STRAPPING, & NAILING DETAILS 24.6 `'Q ---- OUTDOOR LOT AREA 1.1 ACRES FASTENING SCHEDULE EXIST. PERGOLA 4 I I SHOWER CofO - 01'NE FAMILY DWELLING OVER DECK - U I WITH GARAGE AND ATTACHED #Z-17g4q ; 4/14/IgBq •QQ FRAMING GRAPHICS EXIST. (2) I cv DECKS A/C/ UNITS I EXIST. COfO -GAIRAGE AND DECK BEAM CONNECTION PATTERNS 42.1 #Z-2451q ;7/25/Igg6 4' x 8' ADDITIONI ' SHED FIREBLOCKING DETAILS -____- q� GofO -BAtiTHROOM ALTERATION #Z-33265 ; q/11/OS 12.1, EXISTING DWELLING i GONG. APRON ' I — 1 Q I ,Q® PROPOSED DEMOLITION PLANS EXIST. ELECT. 21�, _ METER COfO -AL',TERATIONS AND ADDITIONSS #Z-33564 ; 2/25/Oq m_ I EXIST. MASONRY GofO -IN (GROUND POOL #3g264 ; Io/4/17 A— O2 ,00 PROPOSED DEMOLITION PLANS EXIST. 2ND BLOCK WALK APPROX. AREA OF GROUND 10.0' 50.2' 57ORY OVER VARIANCE'. APPROVAL #7g40 ; Oq/Iq/24 y DISTURBANCE FOR NEW PORCH GRAWL5PAGE b FOOTING MOD. GOV. V) I f- PORCH N EXIST. FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 2,50-4: - O�.00 PROPOSED FOUNDATION PLAN ui PROP. I `� APRON I EX 15T I NG EXISTING 2 ADDITION I I I HABITABLE GRoss �t— PROPOSED FIRST FLOOR PLAN 0 EXIST. SPACE AREA ASPHALT I FIRST FLOOR AREA I,472 S.F. 2,72q S.F. PROPOSED SECOND DRIVEWAY , — OJ .00 FLOOR PLAN WITH SECOND FLOOR AREA 2 08 S.F. 2 Q'IS S.F. BELGIAN I — w BLOCK �t O� .00 PROPOSED ROOF PLAN MOD. BRICK WALK CURB 1 AREA TOTALS 4,2&0 S.F. 5,724 S.F. o - - - - - - - I PROPOSED PROPOSED — Q` ,QQ PROPOSED SCHEDULES HABITABLE GROSS PROJECT: 50' SRONT YARD =15AGK I W SPACE AREA o FIRST FLOOR AREA 1668 S.F. 286ci S.F. A-2O .00 PROPOSED EXTERIOR ELEVATIONS o WHITE ° SECOND FLOOR AREA 2,805 S.F. 2,gg5 S.F. — PROPOSED EXTERIOR ELEVATIONS 202 .00 RESIDENCE EXIST. STACKED STONE WALL 4) ° z AREA TOTALS 4,476 S.F. 5,864 S.F. 1 I I —jQ 1 .00 BUILDING SECTIONS ALLOWABLE GFA PER CODE 280-20'7 (A)(U; 5,451.1 S.F. ZBA APPROWAL (GFA RELIEF) #7g40; Oq/Iq/24 # VEMINIM15 APPROVAL DATED 230 KIMBERLY LANE 10/01/24 —�Q ,QQ DESIGN DETAILS I � , I SOUTHOLD, NY 11971 I I I I LOT G01/IERAGE -402 .00 DESIGN DETAILS DRAWING TITLE: 5OUTHOLD TOWN CODE 5EGT1 ON 280 ATTACHMENT 5 R=1,540.0o' rj— Q 1 ,QQ STRUCTURAL PLANS L= &.35' S03°53'10"E O DESCRIPTION (FOOTPRINT) AREA LOT PROJECT LOCATION & SCOPE O 68.66 EXIST. LAMP WITH COVERAGE DRY STACKED SITE PLAN & ZONING DATA EXIST. LAMP WITH DRY STONE WALL TOTAL LcOT AREA 47,022 S.F. �- 1 O2 ,QQ STRUCTURAL PLANS STACKED STONE WALL 1 EXISTINCh DWELLING 5,210 S.F. 62>% 5- 1 Q5,QQ STRUCTURAL PLANS EXI5TINC-h REAR DECK I78 S.F. 1.790 PAGE: K I M E3 E R L Y L A N E EXI57IN6'7 FRONT COVERED PORCH 405 S.F. o.qs� 5- I 0�-,00 STRUCTURAL PLANS EXI5TINSh POOL 800 S.F. 1.79b G-001000 PROPO5ED ADDITION WITHIN 140 S.F. 0.5% �- 10 •00 PLUMBING RISER DIAGRAMS EXISTING COVERED PORCH GAS RISER DIAGRAM TOTAL AREA OF ALL STRUCTURES 5,555 S.F. 11.39b DATE: 06/26/25 1 OF 21 MAXIMUM LOT COVERAGE ALLOWED: 20% I— ROFOSE� �5I TE FLAN 517E LAYOUT NOTES: ZONING REcGULATION5 MAIN BUILDING SCALE: I" = 20'-O" I. THIS IS AN ARCHITECT'S 51TE PLAN 8 IS ""•+ k 5U5.IECT TO VERIFICATION BY A LICENSED 5OUTHOLD TOWN CODE SECTION 280 ATTACHMENT 3 SURVEYOR. THE INFORMATION �y (�, R �fJ REPRESENTED ON THI5 51TE PLAN 15 TO THE 1 U ARCHITECT'S BEST OF KNOWLEDGE. CODE EXIST. PROPOSED COMPLIES 2. 5URVEY INFORMATION WAS OBTAINED MIN. FRONIT YARD 50.0' 74.Q' 74.q' YES 2 3 21�r5 FROM A SURVEY DATED 10/12/25 AND PREPARED BY: MIN. 51DE °YARD 15.0' 21,7' 21.7' YES F•°t' r°° � `'" NATHAN TAFT CORWIN III 1586 MAIN ROAD MIN. COME3INED - JAME5PORT N.Y. IIg47 SIDE YARIDS 35.0 53.2 53.2 YES TELEPHONE: (631U 727 20g0 MIN. REAR: YARD 50.0' 178.3' 178.3' YES MAXIMUM (HEIGHT 55.0' i 26.q' t 26A YES J�5 C-)-13 � '�' _ •r'.w 'ki '� '1r r � r f 'i .yip i ��+$ _ ,� •i�.-- is( ��`I�l�.ld�dam. � �-�/yr� � i �Stls i�� t !f .ys� `'��y�� w -. sue, �� y �� _�s�;. , 1 < .. .-, ��., " , � � -�: d `� y �� •A � F� i ,�:.� 1�; ,� �.c ��.� •y. ' �•�• i i t i _ e T / ( 1