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HomeMy WebLinkAbout49925-Z ��D�Q��FFO(�CpGy Town of Southold 7/9/2024 a P.O.Box 1179 0 o _ 53095 Main Rd y o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45339 Date: 7/9/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1930 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.4-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/6/2023 pursuant to which Building Permit No. 49925 dated 10/20/2023 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: non-habitable accessory garage with unfinished storage above(accessed by outdoor staircase only)as applied for per ZBA#7792 dated 7/20/2023 and De Minimus approval dated 10/12/2023. The certificate is issued to Carey,Patrick&Valerie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49925 6/3/2024 PLUMBERS CERTIFICATION DATED A or' ed i ature o�SU fF o��,co TOWN OF SOUTHOLD a uy� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy • � ,� SOUTHOLD, NY o , 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#: 49925 Date: 10/20/2023 Permission is hereby granted to: l Carey, Patrick 9 Devonshire Dr New Hyde Park, NY 11040 To: Demolish existing accessory garage and construct a new two story accessory garage to an existing single-family dwelling as applied for per ZBA approval. Garage must maintain minimum side and rear yard setbacks of 3 feet. At premises located at: 1930 Sigsbee Rd, Laurel SCTM #473889 Sec/Block/Lot# 144.-1-14 Pursuant to application dated 10/6/2023 and approved by the Building Inspector. To expire on 4/20/2025. Fees: ACCESSORY $541.00 CO-ACCESSORY BUILDINd $100.00 Total: $641.00 f Building Inspector o��pF SO!/�yol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold, Bo 1 1 71-0959 �� a0 sean.deviinCa�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick Carey Address: 1930 Sigsbee Rd city:Laurel st: NY zip: 11948 Building Permit#: 49925 section: 144 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Stiedl Electric License No: 45017ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTOR_Y Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures Bath Exhaust.Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Sub Panel 12 Circuits /2 Used Notes: Detached Garage Inspector Signature: . Date: June 3, 2024 S.Devlin-Cert Electrical Compliance Form OF SOUTyO� . # # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMN [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c� DATE INSPECTOR OFSOUTyO� # TOWN OF-SOUTHOLD BU.ILDING-DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/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: L �-e fe)r� � a,/-ol 61 DATE INSPECTOR OF SO//j,�°� # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: Cog% � v DATE INSPECTOR laf so # TOWN OF S.OUTHOLD BUILDING DePT., o�m,�i� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ], ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION =:[ ] FIRE-RESISTANT-PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR 'IELD INSPECTION REPORT DATE COMMENTS 4-- It FOUNDATION (1ST) --------------------------------- FOUNDATION (2ND) --Mom ovl% V�A�►v2/ • OIL _ W + o . ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 038 AK. -0 0 bL-94 izz, o�SttFFOd�� 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.gov l f:� Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVAL r Office Use Only PERMIT NO. (!�' � Building Inspector: MAY 1 4 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,and%r' Owner's Authorization form(Page 2)shall be completed. "` ' + 71. Date: OWNERS)OF PROPERTY: Name: — SCTM# 1000 »— Project Address. Phone#: s r~ Email: - Mailing Address: CONTACT PERSON: Name: '\ Mailing Address: Phone#: // Email: 1\ C-3 wl DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: - Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition `� Estimated Cost of Project: CWOther �2Q Ge �s ac'cs.g e w Q�� loss t' � \ $ 1�, dO© . Q Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes q(No 1 PROPERTY INFORMATION Existing use of propertyY 5164 - Intended use of propert Zone or use district in which premises is situated: Are there any covenants and restrictions witih respect to this property? ^❑Yes El No IF YES, PROVIDE A COPY. M"Icheck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): `` LtdAuthorized Agent ❑Owner SL Signature of Applicant: Date: STATE OF NEW YORK) S,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 Aq 1`1 -4 (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 ay of �IGG 20c-7/ Notary Public MARY DIANA POSTER PROPERTY OWNER AUTHORIZATION Notary No.552.4M242ublIO,State of ewY0rk (Where the applicant is not the owner) Qualified In Suffolk County Commission Expires Aug.31.20ot! I, ri,,' ,c_K residing at 9 .LVoY1Sh,,Ve Or. qvi, y 1itowO do hereby authorize si sX Uos—c�.S to apply on my behalf to the Town of Southold Building Department for approval as described herein. 511L, e Owner's Signature Date Print Owner's Name 2 f. BOARD MEMBERS Southold Town Hall g� LeSlie Kane's Weisman, Chairperson ®��,® - 53095 Main Road•P.O. Box 1179 / Patricia Acampora �® ® Southold,NY 11971-0959 Eric Dantes t s Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento ® �� 54375 Mainyt} , Road(at Youngs Avenue) 'ro N RE69NED j J http://southoldtownny.gov 12.s3 1 2 2023 )i n ✓ G BOARD OF APPEALS , 4 ZONIN U JUL 2 4 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk BUILDING NGS DELIBERATIONS AND DETERMINATION T®11ti l''T S-01 `t Ti, MEETING OF JULY 209 2023 ZBA FILE: 97794 NAME OF APPLICANT: Patrick Carey PROPERTY LOCATION: 1930 Sigsbee Road, Mattituck,,NY SCTM: 1000-144-1-14 SEQRA 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 March 20, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. permit, or interpretation requested in this L'WRP DETERMINATION: The relief, p rp q application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming 7,244.20 square feet, .17 acre, rectangular- shaped parcel located in the R40 Zoning District measures 50 feet along Sigsbee Road, then runs 144.95 feet along a residentially developed lot to the south,then runs 50 feet along a residentially developed lot to the west,then returns to the roadway 144.81 feet along a residentially developed lot to the north. The subject lot is improved with a one story frame dwelling with attached deck and outdoor shower,a concrete driveway and a single-car accessory garage, as shown on the survey prepared by Kenneth M. Woychuk,Licensed Land Surveyor, and last revised Maich 7, 2023. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 20, 2023, Amended March 16, 2023 Notice of Disapproval based on an application for a permit to demolish an existing garage,construct a porch addition,and build a new garage at; 1)more than the code permitted maximum lot coverage of 20%; located at 1930 Sigsbee Road, Mattituck,NY. SCTM No. 1000-144-1-14. RELIEF REQUESTED: The applicant requests a variance for alterations and additions to a single-family residence, including the addition of 133 square feet covered front porch, a 72 square feet rear deck and the construction of a new garage measuring 16 feet by 26 feet (416 square feet) that will yield a lot coverage of 23.9% where the code allows a maximum of 20% lot coverage. ADDITIONAL INFORMATION: The applicant provided, as part of their survey, lot calculations illustrating the current lot coverage of 22.7%indicating the existing conditions which include improvements proposed to be removed as part of this application and a tabulation of proposed lot coverage of 23.9% (increase of 1.2%)after the addition of covered front porch, reconfigured rear deck and an enlarged accessory garage with second floor storage space. 1 Page 2,July 20,2023 #7794, Carby SCTM No. 1000-144-1-14 The applicant provided construction drawings including a key, site plan, floor plans, and elevations labeled Al-A13 prepared by Jake Lachapelle, Registered Architect, dated February 26, 2023. The applicant provided the following Certificate of Occupancy for improvements on the parcel: #Z-17822 dated March 9, 1989 covering a one family residence with accessory one car garage #Z-18556 dated November 13, 1989 covering an addition to a one family dwelling 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 July 6,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Sigsbee Road neighborhood consists of smaller residences developed in the early 20`'Century on substantially less than code conforming lots,many of which have been updated and expanded to reflect 2151 Century tastes and needs. Based on Board knowledge several homes in the immediate area have been granted similar relief for excessive lot coverage. Open-air front porches are common to older homes in this area(and throughout the Town of Southold)as are rear decks and accessory garages. The existing house will be enhanced by the addition of a front porch and will contribute positively to the streetscape and community character. The demolition of the existing garage and replacement with a new garage with a second-floor storage area, will allow the resident additional storage and the ability to park a car in the modest structure without detrimental consequences. Few area residents or passersby will be able to distinguish the relief requested. 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 applicant's lot is severely encumbered by its small size. Furthermore, the applicant proposes to reduce in size and rebuild the existing rear deck as part of their application in order to enhance their residence (and the streetscape) with a front porch in an attempt to maintain existing lot coverage, while constructing a new functional garage to better accommodate current needs. 3. Town Law $267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 1.2% over the existing lot coverage of 22.7%, or 3.9%overall relief from the code. In addition, other immediate properties on Sigsbee Road and the surrounding area have received similar relief in order to accommodate similar improvements as part of updating their residence to accommodate modern needs. 4. Town Law 4267-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 cuustructive 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 excessive lot coverage of 23.9% where the code allows a maximum of 20% to accommodate the addition of a covered front porch, rear deck and new two-story garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. e Page 3,July 20,2023 #7794,Cagy SCTM No. 1000-144-1-14 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 Weisman(Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the construction drawings including a key, site plan,floor plans, and elevations labeled Al-A13 prepared by Jake Lachapelle, Registered Architect, dated February 26, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The front porch is to remain unenclosed, without the benefit of screening or windows of any kind and is to remain unheated and unconditioned. 2. The rear deck cannot be enclosed, roofed over or conditioned in anyway. 3. The accessory garage is not to contain any plumbing other than a single hose spigot for water and only basic electrical for lighting. At no time is the accessory garage to be used for anything other than as a garage for the storage of a car or other common and related items. 4. The second floor of the garage structure is to remain accessible via the proposed exterior stairs ONLY and is not to be insulated or finished in anyway and shall not be conditioned with any heat or cooling source, nor shall it be used for habitation, as an office or workspace or any purpose other than storage and shall remain unconditioned non-habitable space. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully om the survey, site plan and/or architectural drawings cited in this decision, or work exceeding Any deviation fr 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 variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action_ 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 too Page 4,July 2�0,2023 #7794,Carey SCTM No. 1000-144-1-14 to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED 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). Leslie Kanes Weisman, Chairperson Approved for filing // q /2023 BOARD MEMBERS ®� SO Southold Town Hall Leslie Kanes Weisman, Chairperson ®�� �ejs®� 53095 Main Road•P.O. Box 1179 Patricia Acampora ® Southold,NY 11971-0959 Eric Dantest Office Location: Robert Lehnert,Jr. ,e Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) 100um,� Southold,NY 11971 http://southoldtownny.gov E ((4 0 E ZONING BOARD OF APPEALS R (2 C �(IV/ TOWN OF SOUTHOLD 0CT 1 6 2023 October 12, 2023 Tel. (631) 765-1809 Jake LaChapelle, AIA Building Department LaChapelle Architecture Town of Southold P.O. Box 1251 Mattituck,NY 11952 Re: De Minimus Request, File #7794 Patrick Carey 1930 Sigsbee Road, Mattituck SCTM No. 1000-144-1-14 Dear Mr. Chapelle; We are in receipt of your correspondence dated October 10,-2023 requesting a de minimus approval related to ZBA determination#7794, dated July 20, 2023, in which an area variance was granted permitting the construction of a porch addition and a new garage. In your letter,you explained that since the original submission, you have modified the design of the back deck in order to improve accessibility which is depicted in a survey prepared by Kenneth Woychuk, LS, last revised October 5, 2023. You explain that the change eliminates the wrap around steps,reduces the size of the deck from 72 sq. ft. to 32 sq. ft., and further-reduces the lot coverage from 23.9%to 23.3%. I have reviewed your request, and have determined that the changes as depicted are de minimus in nature. , Please submit one additional revised survey to our office, and contact our office if you have any further questions or concerns. S' rely, eslie anes eisman, Chairperson cc: Building Department LaChapelle Architecture RECEIVED October 10th,2023 OCT 1 1 2023 To: Kim Fuentes Board Assistant Zoning Board of Appeals Zoning Board of Appeals Town of Southold Re: ZBA#7794,Carey - 1930 Sigsbee Road,Mattituck Tax Lot#1000-144.-1-14 Ms. Fuentes, I am writing to request a de minirnis change to the variance granted for the above property.The owners would like to change the back deck to improve accessibility.This change eliminates the side-facing(wrap- around) steps at the rear deck.The rear deck is reduced from 72 SF to 32 SF,and therefore the proposed lot coverage is reduced from 23.9% to 23.3%.The updated survey by is attached.We hope this is acceptable. Please don't hesitate to contact me if you have any questions,or need other materials. Best regards, Jake LaChapelle AIA NCARB LaChapelle Architecture PLLC Attachments: - Updated survey, dated 101512023 - ZBA Determination (#7794), dated 712412023 P.O.Boy:1251 1\4attituck,NY 11952 (646) 251-5053 jake@lachapellearclutecture.com P. Fuentes, Kim From: Leslie Weisman Forward Sent: Tuesday, August 8, 2023 4:11 PM To: Leslie Weisman-Forward; Rob Lehnert; Pat Acampora; Eric Dantes; Planamento, Nicholas; McGivney,Julie; Fuentes, Kim;Westermann, Donna; Sakarellos, Elizabeth Subject: Fwd: FW:ZBA#7794; 1930 Sigsbee Road Hi All Please see the attached decision and the email from the architect contained in this chain. I have told Kim to add this to our agenda for discussion. I think perhaps we might have gone a bit overboard on condition four which the architect is asking us to reconsider. I am okay with the condition simply statingThe second floor of the garage structure is to remain accessible via the proposed exterior stairs only and is not to be used for habitation as an office or workspace or guest quarters or any purpose other than storage. How's that? Leslie ---------- Forwarded message--------- From: Leslie Weisman<lesliekweisman@gmail.com> Date:Tue,Aug 8, 2023 at 4:06 PM Subject: Re: FW:ZBA#7794; 1930 Sigsbee Road To: Fuentes, Kim <kim.fuentes@town.southold.nv.us> Hi Kim Yes please add this to the agenda as a possible resolution to amend condition 4 of Appeal#7794 I'll send this out to the Board with rn r suggested edits to expedite. Thanks L On Tue,Aug 8, 2023 at 3:43 PM Fuentes, Kim <kim.fuentes@town.southold.nv.us>wrote: Leslie, Please see below. .Should I add this matter to the Special Meeting? Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kimf@so utholdtownny.gov<mai Ito:kimf@southoldtownny.gov> Location: 54375 Main Road Mail: P.O. Box 1179 Southold, NY 11971 1 From:ja`ke LaChapelle<iake@lachapellearchitecture.com> Sent: Friday,August 4, 2023 3:40 PM To: Fuentes, Kim<kim.fuentes@town.southold.nv.us> Cc:Westermann, Donna <donnaw@town.southold.nv.us>; Michael Carver<mfcarver@gmail.com> Subject: ZBA#7794; 1930 Sigsbee Road Ms. Fuentes, We were advised by your office to contact you regarding this matter. Please feel free to call or write me for further details. We recently received approval from the board for our petition for relief from section 280-124(B); i.e. we asked for and were granted an area variance for the property at 1930 Sigsbee Road, Mattituck. Four conditions were included in the approval letter,the first three of which were discussed in our July 6th hearing and are consistent with the submitted plans.We are asking for reconsideration of a part of the fourth condition, as follows. The fourth condition states the following: "The second floor of the garage structure is to remain accessible via the proposed exterior stairs ONLY and is not to be insulated or finished in anyway and shall not be conditioned with any cooling or heating source, nor shall it be used for habitation, as an office or workspace,or any purpose other than storage and shall remain unconditioned non-habitable space."We only request permission to insulate the building. The submitted drawings show both the garage and the upstairs storage as insulated,finished space. Over the course of a summer or winter day the temperature within a building can swing 50 degrees or more in our climate. Insulation reduces the effects of drastic temperature swings as follows: • Insulating the building reduces thermal stress on the building structure and building materials, lengthening its life. It's long been a cornerstone of building science that thermal cycling(on very hot days as well as freezing days) is destructive to the basic materials we use in construction:wood fiber, cement in concrete, gypsum, paint, etc.The force applied by thermal expansion within a material can be tens of thousands of pounds:Freezing ambient moisture within the building materials is especially destructive.Thermal failure is widespread in unconditioned buildings due to freeze/thaw cycle; any action we can take to reduce its effects are in all our interests. By spending a little money on insulation now the homeowner can see a much extended life for this building. • Insulating the building reduces thermal stress on the items kept within the building.Whether the objects in the building are papers or an automobile,extreme hot and cold cause stress to the material, and shorten their life. As we move towards an electric vehicle future our garages need to be insulated. Lithium batteries are especially "susceptible to hot and cold.They lose capacity at lower temperatures and are more susceptible to fire at higher temperatures. • Insulating the building makes it more comfortable for its users.We don't just make buildings to store things, but also for people to use. Insulation will make this significant investment of money and resources a more comfortable space year round, not just for a few months in the spring and fall. We'd like to understand the board's goal in prohibiting insulation in the conditions of our approval. If we can understand this we may be able to propose a solution that achieves the board's ends as well as our goal of making the best building we can, and follows state code and local ordinance. Please advise how we may address your concerns and move forward. I'm available any time should you need more detail. Thank you, Jake LaChapelle AIA NCARB LaChapelle Architecture PLLC Mattituck, NY 11952 646.251.5058c 2 LaChapelle Architecture Q. ECErkfE-4, October 10th,2023 j OCT I 1 2023 To: Kim Fuentes Board Assistant Zoning Board of A.ppea{s Zoning Board of Appeals Town of Southold Re: ZBA#7794,Carey - 1930 Sigsbee Road,Mattituck Tax Lot#1000-144.-1-14 Ms. Fuentes, I am writing to request a de minimis change to the variance granted for the above property.The owners would like to change the back deck to improve accessibility.This change eliminates the side-facing(wrap- around) steps at the rear deck.The rear deck is reduced from 72 SF to 32 SF,and therefore the proposed lot coverage is reduced from 23.9% to 23.3%.The updated survey by is attached.We hope this is acceptable. Please don't hesitate to contact me if you have any questions,or need other materials. Best regards, Jake LaChapelle AIA NCARB LaChapelle Architecture PLLC Attachments: - Updated survey, dated 101512023 - ZBA Determination (#7794), dated 712412023 P.O.Box 1251 \1attituck,NY 11932 (6 F6) 251-5058 jake(ce?,lachapellearchitecture.com 7 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c =` Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(cDsoutholdtownny.gov— seand(-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: a Z a Company Name: S , 2c" C Electrician's Name: License No.: � Elec. email: Elec. Phone No: 631 ;t55 Z l a ❑I request an email copy of Certificate of Compliance Elec. Address.: �o C . C.C\,) a, JOB SITE INFORMATION (All Information Required) Name: C � Address: `v o Cross Street: Phone No.: -5 1 BIdg.Permit#: 4 91fA elS email: -{-t,Q 0.��s�;�a�Cv�o , cx: M Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES [�NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? DY N Additional Information: '-`8 D PAYMENT DUE WITH APPLICATION jFEB - 2 2024 rsu BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 CIO Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �ap� �d1;' jamesh(cb-southoldtownny.aov — seandCa)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: a Company Name: S �� c Electrician's Name: �,v S ` License No.: Elec. email: Elec. Phone No: 6 3 1 ,25��. ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ' �2s ^ � Address: Cross Street: .� Phone No.: Bld Permit#: email: ` \C���/ GC9 M Tax Map District: 1 00 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That,Apply: Is job ready for inspection?: ❑ YES M NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph , Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? OY N Additional Information: 'L`rJ ! PAYMENT DUE WITH APPLICATION �� F E B - 2 2024 L •=j PERMIT# Address: Switches Outlets G F I's Surface Sconces I H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub I G C� Amps Have Used Comments S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 1 LOT(S): 14 1 ' LOT 38 IxlsnrocDECK � FCEE TO B 2E DEMOLISHED N69�22'00"E 144.81 ' PIPE 8:4'N 4' CHAINLINK FENCE 6' STOCKADE FENCE 0.6'N PIPE 'P ~ DRY WELL Z6 Ox3'DEEP PROPOSED N N PROPOSED 5.5 w i—\ WOOD STOOP w/steps , OD_ ¢ COVERED PORCH a 32 s.f. .` �.: SHOWEROUTDOO Cd W.M. M.^..i p�p 53.1 35 CT, W y 1 O = LOT 39 Co1 3 C12 O SEP11Ct� .-�< EXIST• . 1 STY. FRHI..' ::...:'_: "� v O O 1 I �i DWELLING #1930 :N I. EXISTING .7 FRAME GARAGE 4' CHAINLINK I JZ 20.2'x12.2' '; �� ¢o TO BE DEMOLISHED as CONQ DRIVEWAYCONC. DRIVEWAY a¢ PROPOSED GARAGE ————— -�—3.0' W/2ND FLR STORAGE o . 99 4' STOCKADE ALONG LINE 144.95' FINAL MAP R YM 2.6 S FRM. 2.6'S S69 22 00 W P. 3' SIDEYARD do REAR YARD OFFSET I GARAGE � REVIEWED �X/I� BY BA LOT 40 CONC.I WALK/STOOP STING 0o [ TO BE DEMOLISHED 4ATE T S p®N# D : f J DRAINAGE CALCULATION . ��l I tj "VI PROP. GARAGE= 404 SQ.FT. PECQNIC BAY BLVD. �-�- z -Ua-3 404 x 0.166= 67cf • THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL (1) 6'DIA x 3' DEEP DRYWELL= 67cf PROVIDED LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. EXISTING LOT COVERAGE AREA:7,244.20 SQ.FT. Or 0.17 ACRES ELEVATION DATUM: HOUSE: 1 132 S.F. UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY EXIST. GARAGE: 247 S.F. MAP NOT BEARING 77-IE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN EXIST. DECK: 268 S.F. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. TOTAL EXISTING: 1647 S.F. or 22.7% THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE- STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO CUIDE THE ERECTION OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY PROPOSED LOT COVERAGE SURVEY OF: LOT 39 of ``l C CERTIFIED TO: PATRICK CAREY; HOUSE: 1132 S.F. AMENDED MAP OF PROPERTY OFat. MAP OF: A� w��'o� VALERIE CAREY; PROP. GARAGE: 404 S.F. MATTITUCK PARK PROPERTIES, INC. i,� c � FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROP. COVERED PORCH: 122 S.F. REVISED 10-05-23 FILED: JANUARY 12, 1926 AS #801 ry PROP. REAR STOOP: 32 S.F. REVISED 03-07-23 r Rj SANTANDER BANK, NA; SITUATED AT: MATTITUCK Y C REVISED 02-08-23 TOTAL PROPOSED: 1 690 S.F. To OF: SOUTHOLD �� REVISED 01 -16-23 KENNETH M �POYCHUK LAND SURVEYING, PLLC — REVISED 1 1—20-22 SUFFOLK COUNTY, NEW YORK 1.11p 050882 . Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 ADD PROP. GARAGE/DECK 04-25-21 FILE 14-03 SCALE: 1 "=20' DATE: JAN. 9, 2014 r1 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 matntainins the records of Roberti. Hennessy & Kenneth Y. ❑oychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 1 LOT(S): 14 I LOT 38 II 22.1�NGDECK k FCEE TO BE DEMOUSHED N69022'00"E 144.81 ' PIPE 8:4'N 4' CHAINLINK FENCE 6' STOCKADE FENCE 0.6'N PIPE U.P DRY WELL Z 6 0x3'DEEP 4 x8'PROPOSED N N PROPOSED 5.5' WOOD STOOP w/steps , OUTDOOR 0o COVERED PORCH W.M.o h� 32 s.f. �� SHOWER �O � LOT 39 5 35' 3.1 �. I �•�:51:2':�.••:�•.:�•:�.�:':•�::�:';�•:�_:�:�. ',� � '; z d � ---- ��SEPRCt I EXIST. ••'1 STY. FRM.'• M v .�` I N: ;:•:.:: DWELLING ::N L J (� �{1930 — 51.2' L : EXISTING '.z —— FRAME GARAGE `'�� �%�% 4' CHAINLINK 20.2'42.2' QONC_ DRIVEWAY o TO BE DEMOLISHED '� '''' cn a� %,��'. '�' � � CONC. DRIVEWAY Q� PROPOSED GARAGE ————— -�—3.0' W12NO RR STORAGE o �� 4' STOCKADE ALONG LINE ° 0 16x26 s S FIRM. 2.6 S S69 22 00 W 144.95 P 3' SIDEYARD do REAR YARD OFFSET I GARAGE LOT 40 CONCC..1STING WALK/STOOP OD TO BE DEMOLISHED Cn DRAINAGE CALCULATION PROP. GARAGE= 404 SQ.FT. PECONIC BAY BLVD. 404 x 0..166= 67cf THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL (1) 6'DIA x 3' DEEP DRYWELL= 67cf PROVIDED LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS EXISTING LOT COVERAGE AREA:7,244.20 SQ.FT. or 0.17 ACRES ELEVAnON DATUM: HOUSE: 1 132 S.F. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY � EXIST. GARAGE: 247 S.F. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN EXIST. DECK: 268 S.F. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UAON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. TOTAL EXISTING: 1647 S.F. or 22.7% THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUE'7TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 7HE 77ME OF SURVEY PROPOSED LOT COVERAGE SURVEY OF: LOT 39 OF New CERTIFIED T0: PATRICK CAREY; HOUSE: 1132 S.F. AMENDED MAP OF PROPERTY OF �� M. r PROP. GARAGE: 404 S.F. MAP OF: MATTITUCK PARK PROPERTIES, INC. �� �� wo} O,p FIDELITY CAREY; � ��' � � FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROP. COVERED PORCH: 122 S.F. REVISED 10-05-23 FILED: JANUARY 12, 1926 AS #801 = yc PROP. REAR STOOP: 32 S.F. REVISED 03-07-23 * SANTANDER BANK, NA; SITUATED AT: MATTITUCK ir REVISED 02-08-23 o TOTAL PROPOSED: 1690 S.F. or 23.3% TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 01-16-23 REVISED 1 1-20-22 SUFFOLK COUNTY, NEW YORK tis OSos62 �, Professional Land Surveying and Design E' J P.O. Box 153 Aquebogue, New York 11931 ADD PROP. GARAGE/DECK 04-25-21 FILE SCALE: 1"=20' DATE: JAN. 9, 2014 N PHONE (831)298-1588 PAX (631) 298-1588 14-03 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hemeaq & Nemeth M. Royehuk JIM DEERKOSKI. PE phone: (631) 298-7116 NORTH ELEVATION SCALE: 1/4" = V-0" W V A0 W 0 111111 IH � w z � UC/) EAST ELEVATION W 0 1-4 SCALE: 1/4 - 1 0 C/4Vol EZ) O a o H 0 CIO 11 WEST ELEVATION DRAWN BY: JD SCALE: 1/4" = V-0" 2/21/2021 SCALE: SEE PLAN F N v SHEET NO: Ec l 1 ltJ SOUTH ELEVATION � .T A SCALE: 1/4" = V-0" A��Fsssio 15'-0" 15'-011 7'-611 71-611 I I 8"PC WALL,1'-0"AFG °D, (2)2X8 HDR v ' ON 16X8 FTG w/ ° (2)#4 CONTINUOUS REBAR a MIN.3'BELOW GRADE ; o 1 I 1 1 2X4 STUD WALL(TYP) e ' FRAMED ON 2X6 SILL PLATE OVER TERMITE SHIELD AND SILL SEAL v 1 .� I � JIM DEERKOSKI, PE 1/2"SHTG.AND SIDING I phone: (631) 298-7116 PER OWNER w/VAPOR BARRIER 1 1 I I I t 4 i I I I 1 fY7 i rn O •---------- --- O --------------------------------------- + ----- ------- 2X8 DF#2 CJ @16"OC ' I 1 � 4"CONCRETE SLAB REINFORCED w/ , ------ -------�, , I I 10/10 6X6 WMM ON COMPACTED SOIL , , I I I 1 1 CONCRETE PITCH 1 ^ C A , I I 1 I A W A 2 ^/ L I ' W t 1 ; a VERIFY R/Os BEFORE CONSTRUCTION ' I `---- ------------ 1 ' 1� � � -------------------------------------------- (2)2X10HDR (2)2XSHDR ' 1 3'0" , 411 81 411 31_411 rT�_ 1'-0" 1'-0" W O lie 1:4 '_611 8'-011 2'-1011 21_811 15'-0" v W 'Z 15'-0" w FOUNDATION PLAN_ SCALE: 1/4" = 1'-0" r , 1 FLOOR PLANW r SCALE: 1/4" = 1'-0" 0 cn F, ON ROOF AREA:425 SQ.FT. 100%RUN OFF,AT 2"RAIN PER HOUR:71 CU.YD. INSTALL: DRYWELL O (84.5 CY CAPACITY) 12 2X10 RIDGE F�2 8 RR �16'p 2X8 DF#2 RR @16"OC c -- 2X8 DF#2 CJ @16"OC QO 1 � Z o c I 12 N 8 0 O r—I N DRAWN BY: JD 2X6 ACQ SILL PLATE - 2/21/2021 TERMITE SHIELD O SILL SEAL SCALE: SEE PLAN d 4"CONC.SLAB,PITCH TO O.H.DOOR g"PC y REINFORCE w/10/10 6X6 WMM ; WALL SHEET N O. ' ON COMPACTED SOIL m _ _ ,• ,. � ASPHALT ROOFING OVER P-(�� N��� 1611X8"FTG 15#FELT ON 1/2"CDX SHEATHING (2)#4 REBAR PROVIDE GUTTER w/DOWNSPOUT (CONNECT TO DRYWELL PER CODE) i a: [r ic: LL1 CROSS SECTION A 0?25 A 21 o 2 SCALE: 1/4" = 1'-0" ROOF PLAN �SSlov P SCALE: 1/4" = 1'-0" WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER CRIPPLE STUD WALL STUD C BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST JIM DEERKOSKI, PE SIDEWALL RAFTER 0 phone: (631) 298-7116 JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFfE 2x6-2x8 L526 18 a. SLOPE HANGER PPLY TO EACH RAFTER LEDGER ( ) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / JOIST DIRECTION WITH2 FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 ILS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGERI BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY SNRIEQUIR RLATION EQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST ` •' ` " " ` " " SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHINGSOFFIT AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP 2x4 FASCIA JOIST BETWEEN WALL FINISH AND ATTIC SHALL FREE PROVIDED WITH A MINIMUM NET FREE VENIILATING AREA FLOOR JOIST DLPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS 4RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TC ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TC ROOF VENTILATION / OVER BEARING WALLS AND HEADERS - J 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS OFEFLAS INICG NAILS OUT O 2ND. FLOOR WALL / •`� J 0 ROOFING LAPS BASE Q' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, ` RIDGE CAP OF SAME O \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING r�l SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING F"�•'1 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT w Z WOOD JOIST W TOP PLATE U GIRDER/HEADER r , SIDE WALL FLASHING r v 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST LJJ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD ^ ("•� AND RAKES D PROVIDE HEMMED EDGES SO / FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS VJ L y . ) AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE O AIR PASSAGE THE PROPER STEEL CONNECTOR. /� [,� CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS v, ` ' 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 5 F� DEL. SILL PLATE I O TERMITE SHIELD SUB FLOOR SILL GASKET WOOD JOISTS CONC. SLAB ` NEOPRENE TYP. CONC. FOUNDATION ( A 6 MIL. POLY GASKET f 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V Va 6MIL POLY ON EXTERIOR GRANULAR FILL • I BOLTED A. STEEL BEAM WITH • V STEEL COLUMN �•p '• 1/2 " DIA. BOLTS 048" o.c. STAG. A \ CONC. SLAB •p c•• ROOF JACK ��� STEEL BEAM CIO era n �.� ANCHOR BOLT EMBEDMENT: POURED CONCRETE: 7" 4" x 14" x 8" STEEL V COMPACT FILL (• �. = r BLOCK WALL: 15" / •1 . ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o V I� • • C • ] FLASHING AT WITH 1/2" x 6" ANCHOR BOLT m•♦ , C•� •• Q CONC. FTG. •p Q•p e• USE WITH 30 SQUARE WASHERS O SIDES AND TOP (USP LBPS58 OR BP583) 1/2" GROUT ANCHOR BOLT CONNECTION p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) i STORY 72" OC NEEDED FOR STRUCTURAL BRACING. SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE N NEEDE TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FIG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM DOORGE � o-_JOIST DRAWN BY: JD COMPACT FILL USE 2X8 STEEL BEAM FOR BLOCKOUT •" 4" SLAB • P.T. PLATE W/ 6X6 WMM \I SLOPE 1 i // 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 2/21/2021 " 1/2" AIR SPACE 41 • ° _ (WITH A NAILING PLATE IF NEEDED) '•`'�'' AT EEND AND S OF WOOD ?1 2" .•. w• :• ••• . • TO BE APROX. 1/2" OR HIGHER THAN ' a '=--a--=--u--'--• 4 BEAMS �� p ' o •. ; •, STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • G • d • d Est e C e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) _ I I I • a SCALE: SEE PLAN 12" 6X6 W.W.M. •; -Q•;-4 •ter- Q- q s0 =ail A .o s •&O•'A o D s O MIN. e�'e � e '• Q•p Q'p ^' .s NOTCH BEAM FOR MUDSIIL IF REQUIRED -- MAXIMUM � r • e <7 REINFORCING BAR / e r—SUB FLOOR NOTCH EQUALS 1 4 DEPTH OF BEAM O s " e DRAIN TILE ^ •O •� REINFORCING BAR s . : d ;•.eo •��•e I�-�I _ 101ST 12" 'e : SHEET METAL/ 30y FELT UNDER BEAM AT POINT L• A STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK �• SHEET N O■ •. 3" TED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) /j4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �. SHIMS TO LEVEL BEAM ` F (vE REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT F BEAM POCKET cP 0 t w Z 0;'250 �`Of'ESStON S WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS" GENERAL NOTE 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACIN, (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTEL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL-3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE J I M DE E RKOSKI" PE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES phone: (631) 298-7116 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LASO sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS meets current federal,state,countyand local codes,ordinances and regulations.etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 gU P TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO) U360 These codes are to be considered as art of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the MASONRY WALLS(s THICK) 80 P P g FIRE ESCAPES 40 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6"THICK) BS CEILINGS(GYPSUM) Uz4o accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 TO RAFTER END NAIL (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) HnzO 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAL NOTES ROOF(GROUND SNOW LOAD) 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY, SPACING P P g P q TOP PLATE TO PEF, FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3-2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"CC. FACE SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8)-Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 r 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: V FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTEPEEFACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: ,2 1 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7),INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES A l QTY. SPACING MODERATE SLIGHT TO /`+V O 3).Provide 1/2"expansion hint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - p 1 g JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL.TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES O be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 0 5).Unless otherwise noted,all slabs on rode to be 3000 s.i..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ C° V poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:l BOTH FIELDS W to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( ) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each raker-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"04"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMOIN JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: 3-8dCOMMO NOTES JOIST ON LEDGER PER TOE V 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r� N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, H BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. (n 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMM FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMINGNOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated inch o,c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. " For framing members with<0.42<G<0-49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O w Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c,nail spacing assumes sheathing to rafter/truss framing members with 6>0.49.For � below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE O 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. NAIL NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING g g 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All Flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"O5B 3"O.C.EDGE PLYWOOD 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. I WALLBOARD 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)-Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g g other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 1).PROVIDE 5/8'TYPE-X SH AND A K FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side p q g P P f1' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1.In concealed spaces of stud walls and partitions.including furred:spaces.at the ceiling and floor Y system q ) P P g w g ■ levels.Concealed horizontal furred spaces shall also be fireblocked intervals equipment supplier. P atnot exceeding 10 DRAWN BY. ID 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply fir feet.Batts or blankets of mineral or glass fiber shall be allowed at fi e6locking in walls constructed 1).Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. �/�i1 1 /20 i ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spares between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2)COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply vAth current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 699 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. SCALE: SEE PLAN to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. SHEET V H E E T N O■ 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to JEXTERIOR FIBERGLASS COLUMNS TO BE HB&G F N' 1 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP `-y'i/ AND BASES.USE WITH FLASHING CAPS TO COVERTOP J -E&:/- 0�0 r - Z LLJ ,rw� � Y�� ! ��,c� 1ALid ���SSIONP I &ad APPROVED AS NOTED o TE: 3 B.P# 4q q O COMPLY WITH ALL CODES OF OD NEW YORK STATE S TOWN CODES AS MUIREDANO CONDMONS OF NOTIFY BUILDING DEPARTMENT AT -*-I:]CI 4 == 3A 631-765-1802 8AM TO 413M FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE Nl�&OBE'i ROUGH-FRAMING&PLUMBING , BMW. INSULATION FINAL.CONSTRUCTION MUST BE COMPLFTE FOR C.O. ALL CONSTRUCTION SHALL.MEET THE REQUIREMENTS OF THE CODES OF NEW PORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED AU exterior lighting or Installed,rep repaired sha�1 t to Chapter RETAIN STORM WATER RUNOFF of thee a Tows Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE CAREY RESIDENCE DRAWING LIST 1930 SIGSBEE ROAD 1930 SIGSBEE ROAD MATTITUCK,NY 11952 GA1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS,&NOTES GA2.00 NOTES&ENERGY CODE COMPLIANCE M ATT I T U C K, NY GA3.00 NAILING SCHEDULE&STRAPPING DETAILS coo 00 o r34 000 0 GA4.00 SITE PLAN ® e o0 0 �OQO° � � GA5.00 GROUND FLOOR PLAN-GARAGE 0°p SCTM#-1000-144.-1-14 GA6.00 SECOND FLOOR PLAN -GARAGE NORTH " "�O��QQ O°� GA7.00 NORTH ELEVATION -GARAGE GA8.00 EAST ELEVATION-GARAGE GA9.00 SOUTH ELEVATION -GARAGE NORTH T o o d0 GA10.00 WEST ELEVATION-GARAGE (33.84- o GA11.00 SECTION-GARAGE GA12.00 DECK DETAILS TAX MAP NO.1000.144:1-14 ACCESSORY GARAGEGA13.00 GARAGE DETAILS # ISSUE/REVISION DATE NOTE: DO NOT SCALE .00 FILING SET-ACCESSORY GARAGE SOAO.2023 FROM DRAWINGS SYMBOLS REGULATORY NOTES 'A' ABBREVIATIONS DRAWN BY:J.LACHAPELLE 1. THIS APPLICATION FOR CERTIFICATE OF OCCUPANCY IS FILED A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY:J.LACHAPELLE —LEVEL WITH THE'TOWN OF SOUTHOLD BUILDING DEPARTMENT, IN ALT ALTERNATE NOTE:THIS IS ANII"x17"SHEET THIRD FLOOR CONFORMANCE WITH THE TOWN CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE AO WINDOW El +311-3x HT HEIGHT ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER LaChapelle Architecture PLLC PORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF 2 DOOR NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL P.O.Box 1952 CLG CEILING MTL METAL Mattituck,NY 1 1O PARTITION TYPE A6 ELEVATION NUMBER 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT (646)251-5058 fake@lachapellearchitecture.com SHEET NUMBER THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONC CONCRETE PTD PAINTED CONT. CONTINUOUS 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN 1 1 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. CERE C A3 A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER �� LAl�q��',c�� 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION,TYPE V(B) DIM. DIMENSION (UNPROTECTED WOOD FRAME) UNDER BC TABLES1601 AND 602. DIA. DIAMETER SIM. SIMILAR r' I DISC. DISCONTINUOUS S.S. STAINLESS STEEL ' 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL _ HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS,, CODES, AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL 9>F0 033930 O STAIR DIRECTION LABELS ENG. ENGINEER pF NEW .( EQ. EQUAL V.I.F. VERIFY IN FIELD INSPECTIONS EXIST. EXISTING UP DN W/ WITH FL FLOOR WD. WOOD aaw,eciune rue"co.xn ccv°c wx"xm me rcaxn rox wxcx n s rxcrurzo u SC SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE `«°"""° � �° "°"� "�` REQUIREMENTS OF BCNYS 1704&1705. ""moo' Mxx�rxrr� SMOKE AND CO DETECTORS SHALL COMPLY SCOPE O F WORK DRAWING LIST, WITH UL 268,7th ADDITION FOOTING ABBREVIATIONS, MATCH LINE FOUNDATION SYMBOLS & NOTES FRAMING,TIE-DOWN/STRAPPING AND PLUMBING THE GENERAL INTENT OF THE WORK IS TO REPLACE THE EXISTING ' — CENTER LINE ROUGH ELECTRIC DETACHED GARAGE AND ADD A SECOND STORY ON THIS GARAGE. NO ENERGY CODE COMPLIANCE CHANGE OF USE OR OCCUPANCY IS PROPOSED. SHEET NO: BREAK LINE FINAL GALOO SHEET 1 OF 13 GENERAL NOTES REGULATORY NOTES IBI REGULATORY NOTES ICI CAREY RESIDENCE 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 1. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. 1. THE NEW PERIMETER WALL, FLOOR,AND ROOF ASSEMBLIES ARE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 UNINSULATED. 1930 SIGSBEE ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD MArnTUCK,NY 11952 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. 2. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS MUST CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL OCCUPANCY R-3. CONTAIN HIGH-EFFICIENCY LAMPS. o°° ° F3 0�10,° WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A ® °m °o o .4Q0� ° o0 SYSTEMATIC MANNER. 2. INTERCONNECTED SMOKE AND CARBON MONOXIDE DETECTION 3. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED TRUE m 9. EQUIPMENT MUST BE ADDED IN CONFORMANCE WITH 'EXISTING FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND NORTH ` °o o 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE'SECTION 804, IF NOT ALREADY PRESENT IN THE EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE BUILDING CODES,ALL WORK MUST CONFORM TO FIRE BUILDING. INSPECTOR. ® oO°,° (o., DEPARTMENT REGULATIONS, UTILITY COMPANY PROJECT ° v0 Q4 REQUIREMENTS,AND BEST TRADE PRACTICES. 3. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 4. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT i 3R84') REQUIREMENTS FOR ALTERATIONS. RULES OF OPERATION(SUCH AS HOURS OF ACTIVITY)AND B o� 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE INSURANCE REQUIREMENTS. TAxMAPNo.1Ooa1aa:1-1a FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY # ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS 5. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE TO THE ARCHITECT. BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE .00 FILING SET-ACCESSORY GARAGE 10.10.2023 OWNER AND RECEIPT OF WRITTEN CONSENT. 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE 6. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE THE DEPARTMENT OF BUILDINGS, PAY ALL FEES,OBTAIN ALL DRAWINGS. PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. oRAwNBv:J.LACHAPELLE 5. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES CHECKED BY:J.LACHAPELLE WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING NOTE:THIS IS AN II"x17"SHEET MANAGEMENT. DRAWINGS MAY BE PRINTED NOT TO SCALE LIGHT FIXTURE SCHEDULE LaChapelle Architecture PLLC P.O.Box 1251 ID FIXTURE TYPE MAKE/MODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES Mattituck,NY 11952 AA EXTERIOR SCONCE TBD MAX.3,000K YES YES LANTERN SCONCE SIMILAR TO EXISTING ON HOUSE (646)251-5058 jake@lachapellearchitecture.com BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL 2. GO STEP LIGI ITS v MC lvA&lLEDl01-27-Vff YES Hi L.1 NIS'',SET FLUSH INTO STEP RISER RED DD POST LIGHTS MAXIM LIGHTING 52120-SV 2,700K YES YES SILVER FINISH,INSTALL DRIVERS IN WEATHERPROOF BOXES UNDER STAIR \,AC H.1 y EE INTERIOR RECESSED WAC R3ARDL-F-827-WT 2,700K NO N/A WHITE FINISH,TRIMLESS-TAPED INTO CEILING GWB FINISH WINDOW & DOOR SCHEDULE . x U-FACTOR/R-VALUE SHGC Y `vo o Tic 0330 ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED OF NE`t1 A CASEMENT WINDOW ANDERSON 400 28'W x 28"h PER OWNER LOW-E4,SIDE-HUNG OUTWARD SWING 8 B CASEMENT WINDOW ANDERSON 400 32"w x 48"h PER OWNER LOW E4,SIDE-HUNG OUTWARD SWING 1 URMlRBMPLL0180f1lBL[59 WVnrtiMMY"f I.—YBB Wxk"°9M[ D. "LM�«oLBLBBf°.f„LB,,,�.8"Bffa"°B",BLB�eff°Lf„B,�f� 1 GARAGE DOORS TBD 108"x 84" PER OWNER DOUBLE SWING DOORS W/GLAZING 1 �Mx@YfAPI¢S WIi„BBI10[YWFttYWro"i0°!a�"IUNLPf�1tLM°M"cNP[BI�BY O foafwMao»ufxfllu[°BCM1fC1Yaf RAC 2 ENTRY DOOR,GROUND TBD 36"x 80" PRIVACY, DEADBOLT RH, SOLID CORE WOOD 1 NOTES& 3 ENTRY DOOR,2ND FLOOR TBD 36"x 80" PRIVACY, DEADBOLT RH, SOLID CORE WOOD 1 ENERGY CODE 1 NOM.6"EXTERIOR PARTITION - _ COMPLIANCE FLOOR - - SHEET N0: ROOF GA2wOO e-R20 CAVITY OR R13 CAVITY+R5 CONTINUOUS SHEET 2 OF 13 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS CAREY RESIDENCE 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING(5)10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 1 1930 SIGSBEE ROAD 2. PROVIDE (8)8d COMMON NAILS IN EACH END OF 14°20 GA. MATTITUCK,NY 11952 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT LIVE LOAD: PER TABLES R301.5 &R301.6 3. USE 6d NAILS @ 12' O.C. FOR EXTERIOR SHEATHING, EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND DEAD LOAD: PER R301.3 8d NAILS @ 4" O.C. FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) TABLE 3.3b OF LATEST EDITION OF WOOD FRAME Q °�°°o WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND ® °o 0 o4Q�o ° 00 PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED TRUE CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST o0 o q LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP 2ND FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP 00 0°o ROOF 20 PSF 15 PSF L/360 RIDGE STRAP EACH END 2 EACH END NORTH T BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END (33.84') O FOUNDATIONS &FOOTINGS RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF 1. ASSUMED SOIL BEARING CAPACITY =1,500 PSF ASSEMBLY TAX MAP NO.1000.144:1-14 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE WALL FRAMING k ISSUE/REVISION DATE THROUGHOUT TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET-ACCESSORY GARAGE 10.10.2023 CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE STUD TO STUD FACE-NAIL 2-16d 24" O.C. WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. HEADER TO HEADER FACE-NAIL 16d 16' O.C. TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 FRAMING 3-16d PER 2x6 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED LEE 4-16d PER 2x8 DRAWN BY:J.LACHAPELLE STRUCTURAL GRADE NO.2 OR BETTER BOTTOM PLATE TO FLOOR JOIST FLOOR 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 BAND JOIST, END JOIST,OR CHECKED BY:J.LACHAPELLE 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' ASSEMBLY BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN II"x17"SHEET WHERE INDICATED DRAWINGS MAYBE PRINTED NOT TO SCALE 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS FLOOR FRAMING OVER 9' PROVIDE TRIPLE UPRIGHTS JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952 STAIRS, ETC. BLOCKING TO JOIST TOE-NAIL 2-8d EACH END 7. PROVIDE SOLI BLOCKING AT ALL FLOOR JOISTS AND ROOF (646)251-5058 jake@lachapellearchitecture.com RAFTERS AT MAX.8'-0°, PROVIDE 2° SPACE FOR AIR BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK CIRCULATION AT ROOF LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST 8. PROVIDE 2x6 STUD FRAMING,TYPICAL JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST ,,f"`�ERE D A BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT E qp y ROOF SHEATHING STRUCTURAL PANELS 8d TABLE 3.8 DIAGONAL BOARD SHEATHING: 1"x6" OR 1"x8" 2-8d PER RAFTER s J 1"x10" OR WIDER 3-8d PER RAFTER ��NU 03393� CEILING SHEATHING 0 N ESN � GYPSUM WALLBOARD COOLERS 5d 7° EDGE 10' FIELD WALL SHEATHING STRUCTURAL PANELS 8d TABLE 3.9 �"iNN v.°w OCO%bvtMM)YCMM[YtUFMrt[Cf"'atPLLCXlrtnw[RK FIBERBOARD PANELS 7/16 25/32' 8d 3"EDGE 6" FIELD NAILING SCHEDULE, PARTICAL BOARD 8d TABLE 3.9 STRAPPING DETAILS FLOOR SHEATHING STRUCTURAL PANELS <1" 8d 6" EDGE SHEET NO: 12° FIELD GA3,00 STRUCTURAL PANELS >1" 10d 6" EDGE 12' FIELD SHEET 3 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 VARIOUS SITE DATA SUCH AS METES AND BOUNDS AND •^°"4 0o O 4�4 00 NORT O O Hb0 •°d ` d LOT COVERAGE IS REFERENCED FROM 2023 SURVEY BY °0 <J KENNETH M WOYCHUK LAND SURVEYING, PLLC -- 00 00 0 N69022'00"E 144.81' LOT LINE PROJECT � . . . . � . . . . � . . � . . . . . . � . . . . . . . . . . . . � . . . . . . . . NORTH o� 4 O TAX MAP NO.1000-144:1-14 REAR DECK SCOPE UNDER o I SEPARATE FILING q ISSUE/REVISION DATE U-)I 5'-6" 3'-0" FRONT LOT LINE: .00 FILING SET-ACCESSORY GARAGE 10.10.2023 10 53'-916" r =------------------------$--- r--- S20°38'00"E 50.00' I 1 i 1 FRONT DECK CD APPROX. LOCATION OF 2'-0" i a SCOPE UNDER DRAWN BY.J.LACHAPELLE ' ' , CHECKED BY:J.LACHAPELLE N i EXIST.SETTLING RINGS -p EXISTING SINGLE-FAMILY HOME SEPARATE FILING 0 N Z. `/ % ° NOTE:THIS IS AN 11"x 1T"SHEET • \ RICO * _ DRAWINGS MAY BE PRINTED NOT TO SCALE L - - - -� -_ F ---------------------------------------f---------- „ \ \ N °° %` 1 LaChapelle Architecture PLLC ram. ._ .......... , \ %` I P.O.Box 1251 ; i %% s Mattituck,NY 11952 26'-0" 1 % I (646)251-5058 jake@lachapellearchitecture.com 1 ` 1 — `` -------------------------------------------------- --1 �- -i- a 1 � EXIST.CONC.DRIVEWAY 1 I 171 1 F f(tt C 1 U;Ico EXIST.CONC.DRIVEWAY EXIST.CONC.DRIVEWAY 1 1 I 1 U') P� k 1 1 �- �T 03393� ,_,_ — . . _ . . —.�. _ . . — . .S69022'00"W 144.95' . . — . . — . . _ . . _ . . — . . — . . — . . _ . . _ . . LOT LINE . . — . . . . . _ . . _ . . — . OF N �l 0 0 GA5 fHR MUtlAN°IS0.Y w°ixumem°I6nM°°Px0 0.°PFA,YOPIN°INV°LL° GROUND FLOOR FOOTPRINT OF PROPOSED 2-STORY GARAGE .��r°xa<PLL,«4oa.•.,d°«vrmmP� r°rxn°P.NRP.roNONN.amrm. monnxrorw°vnmrm nrmxrxvw"aoNronoonam°xmrim Pwvm°r mn,o Purmow°r rtmxr�uexv�uiaxxmc�wevuc rtmuae a,e GAB DEMOLISH EXISTING 20'-2Z'x 12'-2Z' SECOND FLOOR 1-STORY GARAGE SITE PLAN LOT SIZE 7,244.2 SF LEGEND EXISTING LOT COVERAGE 1,647 SF 22.7% DEMOLISH WALL TRUE PROJECT PROPOSED LOT COVERAGE 1.690 SF NORTH NORTH SHEET No: OSITE PLAN 23.3% ® NEWWORK (33.840) GA4w00 SCALE: 1" = 10' SHEET 4 OF 13 CAR EY 1 RESIDENCE GA7 PROVIDE STRAPPING 1930 SIGSBEE ROAD THROUGHOUT PER MATTITUCK,NY 11952 (5)POST LIGHTS AT STAIR RAILING POSTS CODE;SEE A3 CONTRACTOR PROVIDE STAIR TO SECOND FLOOR 4"CONCRETE PAD w/S.S. CONFIRM ALL LAYOUT DRAWING FOR LINE OF RAILING WIRE MESH REINFORCEMENT °Oo o °O Q SWITCHING WITH © o° � STAIRS AND FOOTINGS ® o O o4 OWNER PRIOR TO oQ ° •� r>° 4'-0" 6'-0" TRUE NORTH OO -- 1IZ—/— t--_----r INSTALLATION H oo Q 4 ______LJ__18"x 18"x 12"THICK CIP CONCRETEr I: Q 0 FOOTING w/(3)#5 BAR HORIZ.IN EACH ��"r_ L�Dp D p ° o DIRECTION;BOTTOM @ 36"BELOW I i U� A'1 - PRTH ORJECT d4 QQ GRADE ON UNDISTURBED EARTH --;-r-, r - - 7'-11" TH 4'-0" N 33.B4°) 4� OQ (CONFIRM INORGANIC)OR 6" 'i' D i �` - -- -- --- - =. , «...._ �'..'. M 6 0 COMPACTED CLEAN FILL OR BANK , TAX MAPN0.1000-144:1-14 I - ` T RUN,3"MIN.COVER FOR BAR,TYP. —� - I -- - - _____J L_____-- . -�:.= �- :2•_ ---------------_,__-- N • 'e j # ISSUE/REVISION DATE 16"x 12"THICK CIP CONTINUOUS ;' : e• 18" - Os2.0 BY K :_:�•1� -r =,+._.;Y 1--- r.:.__:�_': {�. I'=-� — I--° - I•: 1 BCI 6 1:•I - BOISE CASCADE(OR .00 FILING SET-ACCESSORY GARAGE 10.10.2023 CONCRETE FOOTING w/(3)#5 ' I'' l;; f.`:A" I'. ';I; ' I" : I''.; : !,�.. d:::';,..'I• I I,;• °�, . T-: :I�, I ,.'. °1`�' EQUIVALENT)@ 16"O.C. CONTINUOUS HORIZONTAL BARS; I. �t •a I�: .. �.1� :[' E: •I. I I '° a'. k. J: �,I 9' •I: .:J. .i.�_ STIRRUPS @ 12 O.C.;BOTTOM OF 2 13i x 11Z"LVL 2.1 E t ,I I: r• ' 'I 1 I h I I• ,1 ;l O a a I J' CONCRETE @ 36 BELOW GRADE ON f I' F d: "I, I' I ' J; •J ;I° 1 I I. t :;l.. 3100 BY BOISE UNDISTURBED EARTH(CONFIRM E , I '.y,# . 1.; : I. I'` 7 1•. I I 1 I•'" `1. E I 1' ��� I I �. i. a .. ..: CASCADE(OR INORGANIC)OR 6 COMPACTED i I•' ICON RET J I . :l 1:°.. aJ I.• I". 1. 1;: I' DRAWN BY.•J.LACHAPELLE �t I I 1;; ..:.t ..I '.d' . .'j•:. EQUIVALENT)BEARING t EQUIVALEN CLEAN FILL OR BANK RUN,3 MIN. SLIA&OM-ON 1; l J . I I 'd;. :•"I: I ' I'� '•1 ;1 ! N'; ON 4x4 POSTS CHECKED BY:J.LACHAPELLE COVER FOR BAR,TYP. SLOPE!"'PER FIOOT I I.. I I ., '•..I • 11 - 8 '. ` I .1„ -I'. { :I, ,• O CV NOTE:THIS IS AN II"x 17"SHEET i'I I. h r i "I. (.:.. 1 I .1. - B CK T�FRONT 1:. J: DRAWINGS MAYBE PRINTED NOT TO SCALE I. I I: I I•.• ..1 1.. I C I. :1 I' . �.. ,1 J N 1 ; 1 I: ,l ''I' '.M•. • .I :I� ,� ' ' 'I' I• I'°. 1 �.I� I.• •1 - 1 GA10 I i GARAGE L �' o GA8 LaChapelle Architecture PLLC I '1• ',.I;°j:.a. :.l 'I I 'J" 1.' *I �I' I•'.a i � °.1.I; i I: P.O.Box 1251 I.. l :I L''..�. I. {•, I.•i. .:I' 1 I I• .r I'' :'I': I,,. I `I I'.•' �`, . J `'.• l L"'.: :i :I .•1;- .);' ' I. I Mattituck,NY 11952 i'1 I I d •'. 'f. I. I I h' r I I 1 k d 1' '{ e (2)2xlO HEADER i [ 1'° t (646)251-5058 jake@lachapellearchitecture.com STAIR AND DECK ABOVE I I °I't' ;'.I':. ' i I L ' I� l i . J .:Y. I' I 1 L : ', 1 ABOVE 9 WIDE i •, ,l` T. ,I •IL. I: I: r.. I• a •i; l.. I. �' . •f, i; j..i. f.. GARAGE DOOR ----��---� i 1 ,L. . I; 1. .. i ;l •. .,:I ,: I: I: �- ':r' :I I�'.:°ai I•. ' .l' 1 �:.' I I. I EAVE LINE ABOVE I (' — i l P i ;I ''• 'I' _ I':.. ° .I:` d' I: I` {: °.L- I 1 `•'I ..r •------ LINE OF FOOTING 1. 1 co BELOW Q. EQ. EQ• C. NAB y/ '.I' .'I.' �. .I: :I 'I:.,'! f•'� • -I•. -1 ..:,r, I :I'. 1. I °�. ih � � '1 NEW CONCRETE APRON DE ELECTRIC OUTLETS PROVIDE I ( •.t- . �i- -}: °fi. -1:• -f -�-.:��_i. --t'.-- --#: .-�- :•:t--. -j-j -:�-:- • TO COMPLY WITH CODE REQUIREMENTS,AND I--- -------------------- —------------------------------------------------ - -- ---------------------------—---------------------- ADDITIONALLY AS PER OWNER _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — J s ;✓ PROVIDE OVERHEAD LIGHT 3„ is 23'-0" 7T of N31: FIXTURES IN GARAGE TO MEET 26'-0" CODE-REQUIRED LIGHT LEVELS; CONSULT WITH OWNER AND AOR FOR FIXTURES, CRACK CONTROL JOINTS A¢C�CNt0.to CX�6v0[RPIi[M,bx>,¢v0[[y�0 gAY0[wtOt[M[rt OYIACWv[LLt QUANTITIES AND LOCATIONS SEAL AT ALL CEILING FIXTURE GROUND FLOOR PLAN - PENETRATIONS IN GWB GARAGE TRUE PROJECT SHEET NO: NORTH NORTH GA5mOO 1 CONSTRUCTION PLAN - GROUND FLOOR - GARAGE (33.84°) O SCALE: 1/4" = T-0" SHEET 6 OF 13 CAREY RESIDENCE PROVIDE STRAPPING 1930 SIGSBEE ROAD THROUGHOUT PER MATTITUCK,NY 11952 CODE;SEE A3 1 GA7 °—o ® A oo p wOQO o0 TRUE NORTH CONFIRM ALL SWITCHING WITH OWNER PRIOR TO 1 ® INSTALLATION GA11 ROOF LINE BELOW NOR H T o 0060 EAVE LINE ABOVE z l (3384') TO POST LIGHTS t- BELO ... TAX MAP NO.1000.144:1-14 ' I I I I # ISSUE/REVISION DATE CV I .00 FILING SET-ACCESSORY GARAGE 10.10.2023 (2)POST LIGHTS AT STAIR = ; ' ' I m - RAILING POSTS ON SAME CIRCUIT AS POST LIGHTS iv I I W U') BELOW,PROVIDE 3-WAY SWITCH o I I I ..I t.. co DN I EE EE I EE DRAWN BY:J.LACHAPELLE MIS i } I O' CHECKED BY:J.LACHAPELLE RAILING I I I NOTE:THIS IS AN 11"x 1T"SHEET M oQ DRAWINGS MAY BE PRINTED NOT TO SCALE GA10 pp CO GA8 LaChapelle Architecture PLLC P.O.Box 1251 O I EAVE LINE ABOVE Mattituck,NY 11952 �BI EQ.A EQ.A EQ.A EQ.A EQ.A EQ.A (646)251-5058 jake@lachapellearchitecture.com ch ' EDGE OF DECK (2)RECESSED LIGHTS AT L---1_- _- ao o �________ __ EE EE PEE NEW DECK CEILING - �' I ERA° AR LuHgAFtif� A ... Anbv CD _ - T� 0 4 Y F • 0333 OF N EV1 3" PROVIDE ELECTRIC OUTLETS 4'-2" 21-81" 6-3" 2'-81" 4'-2" TO COMPLY WITH CODE 3 10" '_0" 10" REQUIREMENTS,AND 19'-0" 4'-10" CLEAR max°�,r°a R,mxw..x max°rxarx�.°a, mxmvaxnea vmx°urrxeww"m wx'ii°rucxiruerccxrznuxevuc ADDITIONALLY AS PER OWNER 1rr 27-32 SECOND FLOOR PLAN - 1 GARAGE GA9 TRUE PROJECT SHEET NO: NORTH NORTH GA6mOO 1 CONSTRUCTION PLAN - SECOND FLOOR - GARAGE (33.84°) O SCALE: 1/4" = T-0" SHEET 6 OF 13 CAR EY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 oO0 0 00 0{10 NORTH O0 Q 0O O Q o0 o,o o NORTH T 0y, o O� O C.i4 (33.84°) O� TAX MAP NO.1000-144.4-14 ASPHALT SHINGLE COLOR SELECTED BY OWNER RIDGE k ISSUE/REVISION DATE — — ' — — — — ...•. .. .. ., .,• ...''., . ' ,: ,00 FILING SET-ACCESSORY GARAGE 10.10.2023 FACTORY-PRIMED HARDI DRAWN BY.1.LACHAPELLE FIBER-CEMENT VERTICAL 6" PLANKSIDING w/1"BATTEN CHECKED BY:J.LACHAPELLE BOARDS;MODEL(S) NOTE:THIS IS AN 11"x 17"SHEET SELECTED BY OWNER; DRAWINGS MAY BE PRINTED NOT TO SCALE PAINT COLOR SELECTED BY OWNER LaChapelle Architecture PLLC P.O.Box 1251 SECOND FLOOR Mattituck,NY 11952 — — — — — EL. +8'-1 5/8" (646)251-5058 jake@lachapellearchitecture.com FACTORY-PRIMED HARDI n \���P�D gRC'Si�,. OR GAF FIBER-CEMENT SHINGLES; MODEL C� F SELECTED BY OWNER; aAA PAINT COLOR SELECTED BY , OWNER ,f FORMED CONCRETE ,y0 �T • 03393 O� _ — _ _ _ _ _ — GROUND FLOOR F OF NE`N I I I II I I I I I I II I I I I i I 11 I I I r J r J L r J L,L, r J L muoaaww"moan ixs w Hems orumc,wo".naa, q o umo.0 xrnu w wwcxrtsravNu"u II I I I I I I aeeurmxowxa,s,urzaua`m.aaor,ro" oawer�K,,xxrtrnma n,c,w,"wxwa^.r.ore.nw nwv"eAwr"n^run a L—_________________________________— ___1______L_J—J L___J w^w rm'^�`nmiwixwii"x nrixe'w'Tnm"aca'a'auv'rtorwuacM.ini,.acxrt,aow^e'run°Y OCORNYMNI,ucnuru[ Ouu[vut NORTH ELEVATION- GARAGE SHEET NO: O S OR EHCA : 1E�LEVATIOON - GARAGE GATOO SHEET 7 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 ® m � ."� p00 aQ °d OO NORTH O � OO 000 O do NORTH PROJECT O OD O aQ (33.84°) B �OQ TAX MAP NO.1000.144:144 RIDGE # ISSUE REVISION DATE 4'1 MIN. — — — — — — EL. +17'-91/2" .00 FILING SET-ACCESSORY GARAGE 10.10.2023 Q DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"z 17"SHEET DRAWINGS MAYBE PRIMED NOT TO SCALE I LaChapelle Architecture PLLC P.O.Box 1251 SECOND FLOOR Mattituck,NY 11952 — — — — ' — — EL +8'-1 518" (646)251-5058 jake@lachapellearchitecture.com E O ,<} s � o GROUND FLOOR OF��393 N ENN o — I I I � I r J L "�o� "a. .er"a.mr"ree�ae�oa x.r"q"maa "ems reue ,wcm.crvne rue aeorminawwmrx m co wwc�narmvunon eucurzn xo auna es.ueemrwm,en onrrwm our oe euoe cam n uevaveue Ra«rtecrvm rtrex�m owwm"wr.vru mmmnrn v.xnnroAorxe"rxoxcrs. LL________________I_———_____—_____—J nrara vmc"nmiriiwrtmirvmnr°'enrumwra'ucwnvu"'unaacmria"ruucaett ar o mmw"r ams uewvnre.aexnmru rt vu.o i EAST ELEVATION- GARAGE SHEET NO: O EAST SCALE EVATIONo- GARAGE GA8mOO SHEET 8 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 00o O o0 � otJoo O 00TRUE p a Q o C/ NORTH q O O Off, O O O (jo NORTH T (33.84°) o0p TAX MAP NO.1000-144:1-14 RIDGE # ISSUE/REVISION DATE :. EL. +17'-91/2„ • .00 FILING SET-ACCESSORY GARAGE 10.10.2023 DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE El - NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE LaChapelle Architecture PLLC P.O.Box 1251 SECOND FLOOR Mattituck,NY 11952 EL.+8'-1 5/8" (646)251-5058 jake@lachapellearchitecture.com �ERED AR i P � n( � rt s+' %TF Q 03392, GROUND FLOOR `` pF I I I I I I I I r J L-I J L-� noanvnnannn ms,"ue¢n oncmuew oxevwwo,xvPmPemror ucxaveue axrma,unevueaewwnuae orvmnx ,xevxaee+vouwx¢xrtnPiavurcon L—__J L______________________________________________J m+[Pnaiisvnn,Pirouim�wamui eee�"'neirto uiw.i¢uea Mviev nepLL�� o eorrwoxr ama vexu¢u we,mewm P¢c SOUTH ELEVATION- GARAGE SHEET NO: OSCALE: OUTH ELEVATION - GARAGE GA9mOO SHEET 9 OF 0 CAR EY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 000 0 °O Q �40 ® o 0 NORTH w� u00 4Q °d OO 00 Q O Off, 000 O (�jo PROJECT NORTH o DO O (33.84 TAX MAP NO.1000-144:144 RIDGE 8 ISSUE/REVISION DATE EL. +17'-9112" .00 FILING SET-ACCESSORY GARAGE 10.10.2023 DRAWN BY:J.LACHAPELLE CHECKED BY.J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE I LaChapelle Architecture PLLC P.O.Box 1251 SECOND FLOOR Mattituck,NY 11952 — — — — — EL. +8'-1 5/8" (646)251-5058 jake@lachapellearchitecture.com RED AR ��SAC HA,o GROUND FLOOR �T • 03393 - - EL. +0'-0" OF N E`N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r—r � H �r J r J L r J L I I I I I I I I I IXC--- mom. 40: „axneenm�.uc° o co ma xr mn ucxucuc�a<x",nuxc mu I WEST ELEVATION- GARAGE SHEET NO: D EST ELEVATION - GARAGE GAl0m00 SCALSHEET 10 OF 13 DECK CONSTRUCTION NOTES CAREY RESIDENCE 1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD COUNCIL'S'PRESCRIPTIVE RESIDENTIAL PROVIDE STRAPPING 1930 SIGSBEE ROAD WOOD DECK CONSTRUCTION GUIDE'. THROUGHOUT PER MATTITUCK,NY 11952 2. ALL FRAMING LUMBER TO BE NO. 1 GRADE OR CODE;SEE A3 BETTER,GROUND-CONTACT PRESSURE TREATED. [GLUE-LAMINATED TIMBER BEAMS ARE ALSO I o00 0 °4 S3 ��°°o FEASIBLE;IF DESIREABLE PLEASE CONSULT WITH ® ARCHITECT FOR SIZING.THEY MUST BE TREATED I TRUE 000�Q a Odd WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN °o 0 0 ACCORDANCE WITH AWPA UI. 0 0'. 3. FLASH TOPS OF FRAMING LUMBER(BEAMS,JOISTS, I ® oo, o 0 STRINGERS)WITH PEEL-N-STICK BITUMINOUS NORTH °o PROJECT PRODUCT FOR DURABILITY. (33.84°) 8 0� 4. ALL FASTENERS,ANCHORS,WASHERS,ETC.TO BE I 2x8 RAFTERS HOT-DIPPED GALVANIZED OR STAINLESS STEEL, TAX MAPN0.1000-144:1-14 EXCEPT THAT FLASHING FASTENERS MAY ALSO BE I 12 RIDGE # ISSUE/REVISION DATE SILICONE BRONZE OR COPPER. a 4 — ' — — — — — EL. +»'-s 112" 5. ALL CONNECTORS(JOIST HANGERS,STRAPPING, 11I .00 FILING SET-ACCESSORY GARAGE 10.10.2023 ETC.)SHALL BE HOT-DIPPED GALVANIZED OR —�v-— - — — — — — — — — — — — FINISH CEILING STAINLESS STEEL. — ' — — — — EL. +te'-1 5/8" 6. BEAM SPLICES MUST OCCUR AT POSTS.STAGGER SPLICES WHEN COMPOSED OF TWO 2x1 OS. 7. USE 5/4"x 6"BLACK LOCUST DECKING,TOENAIL FASTENED USING THE'CAMO'SYSTEM. DO NOT OIL Ilk DRAWNBv:J.LACHAPELLE DECKING. 4 CHECKED BY:1.LACHAPELLE M STORAGE = o �`�100 CASEMENT WINDOW NOTE:THIS IS AN II"x1T"SHEET ^ � � DRAWINGS MAY BE PRINTED NOT TO SCALE CO Com- - LaChapelle Architecture PLLC 0 0 M C%) P.O.Box 1251 14'A 01" Mattituck,NY 11952 SECOND FLOOR — — — — — — — — EL. + (646)251-5058 jakeQlachapellearchitecture.com I 1 C co w1co '��RE D SRC` - GARAGE 0 1 1 = I I co STAIR: ---1 14 RISERS @ 7" 13 TREADS @ 10" 0339 g0 :,. 1 F �Q GROUND FLOOR p,c '..j•+. ' YMWn Ctl�"NaanuX[nf olaERlk[ xEv "l IgCNN[LIl - ..:.-:e W^iX[N1nE PX"IERronY/gcX^tl PalPY¢ntl •^••••' ""ixO;OPAWim Wi mnMlotL WEYe[NDE OSE➢fBY4cWvaYf j�>i: ': ,:��•. "" ma vnameramwv.'am^aaamn"^'connn""^'ian miX�vaw�E°vT'an ma"u'^n rani'us.W mm lxE W mlen caswr oa u we"u sacXrtlnuae we owxwonr:maucw,vnu SECTION-GARAGE SHEET NO: O S ORTE H-SOUTH SECTION - GARAGE GA1100 SHEET 11 OF 13 IF EXISTING LEDGER CAR EY FLASHING IS INTACT BEND IT 2x8 JOISTS&LEDGER ..00 ,` BACK TO ACCEPT NEW ` (2)2x10 EDGE BEAM RESIDENCE LEDGER AND BEND INTOOle I 1930 SIGSBEE ROAD DETAIL'A' PLACE;IF FLASHING CAN'T BE ��� yr,r;ir;r, v ri,i� rr,r,i�, r it,ir rr MATTITUCK,NY 11952 / 4e SIMPSON DTT2 ` RE-USED THEN SELECTIVE ■ i TO JOIST REPLACEMENT OF HOUSE LAyOL RIM JOIST ♦ SIDING IS NECESSARY TO / ♦ ACCEPT NEW FLASHINGo,O 00 / SIMPSON LUS28 JOIST ■• i TRUE ® oQQ o�4 odo HANGER,TYP. ---�--- W NORTH p0o 4 0 BAND JOIST' 10 t/ I PROJECT d0 _ TYPICAL SECTION NORTH n p f ff4. (33.84°)DECKJOISTS JV BLOCKING I PROVIDE POLYETHYLENE(OR TAX MAP NO.1000.144:1-14 RAILING NOTE: OTHER WEATHER-RESISTANT) DETAIL'B' PROVIDE 36"RAILING AT LEDGER SPACERS FOR a ISSUE/REVISION DATE DTT2 TO ALL LOCATIONS WHERE DRAINAGEBLOCKING DROP IS OVER 30" ° Ia - 00 FILING SET-ACCESSORY GARAGE 10.10.2023 LAYOUT SIMPSON COLUMN ��, ••,.�. ° is;° i. ;a ® 1 1 BASE W/ STANDOFF ® a 1, / ♦ I' "' 1 'J - DRAWN BY:J.LACHAPELLE 1 / �.. �i 34 �� = i.. CHECKED BY:J.LACHAPELLE ® E eO� ,1 .• I NOTE:THIS IS AN il"x 17"SHEET r_ 6•i O/(- �, e •• :'. e fi DRAWINGS MAY BE PRINTED NOT TO SCALE _J '.eJ. a (-cr- N LaChapelle Architecture PLLC . � P.O.Box 1251 ♦ o / `� A 10" l Mattituck,NY 11952 TST `1"i ° !° (646)251-5058 jake@lachapellearchitecture.com / ♦ FR PVC RISER / ID i' _ i' ROUND OR SQUARE RE D AR a /, POST •` /,/ POST ` FLARED FOOTING BOTTOM ��S SAC HgpCy� DETAIL C F PLAN VIEW / / DECKING (2)SIMPSON SEE A5&A6 FOR FOOTING ! / SIMPSON ♦ / DTT2 ♦ REINFORCING AND DATA DECKING (ONE EACH / DTT2 ♦ / SIDE) SIMPSON STANDARD A } �. Vp 3p � RAILING ATTACHMENT I N ® ® ® N ® ® ® ® ® ® F of N3EW DETAILS I ��® ® ° ® I 1 ® ® ® ® ® ® ® ® 1 ADJUST FOR PROJECT CONDITIONS 1 � I I — xn oR°xwa n.x obtRuu"xror[emic[�wbetne PRov[Rrvwucx.rt[u I �R[ONR[Rtt RFOAROtr..of,xt[ix@Ix�PRNtwfoH WNRNR RPR[PM[Ob RNfO.ROCxetmRRlt[M11oW,OR Ot[[tb 64Y"[bR0[O¢[P[BY[°c[[VL[([ MGp[[RWxlolxn pPOMI[t}iOYO[XtNPMR[A g1fOwRCO PRpLLiIOv wRixO PRo°�[YR, _ N _ N wx[RP.Rm,ofoP�"YRb`"M�♦"xCOt6tP�t[ia[w,P"".[,�P°[�xRtw°�P� 16"MIN. DECK DETAILS JOIST RIM JOIST / BLOCKING ♦ Y2'DIA.BOLTS OR / ♦ / THREADED ROD w/ / JOIST / SHEET N0: DETAIL A •�, NUTS AND WASHERS, /' DETAIL B •�, � D TYPICAL DECK DETAILS NP' GA'.2 .0® -1" f -f _ SCALE: 12 - 1 -0 SHEET 12 OF 13 2x6 STUD FRAMING,TYP. PROVIDE STRAPPING CAR EY THROUGHOUT PER RESIDENCE _ CODE;SEE A3 1930 SIGSBEE ROAD PROVIDE MATTITUCK,NY 11952 I FIBER—CEMENT SHINGLES BY HARDI OR GAF GUTTERS& 1 LEADERS TO MATCH EXISTING I THROUGHOUT o00 0 00 {� 0�1040 po � 4 0° 4 000 I TRUE C� O 2x10 JOISTS; PROVIDE FURRING IF NORTH NECESSARY FOR FAIR CEILING SURFACE o aoo 0 FASTEN P.T.SILL PLATE TO CONCRETE 20 oz.COPPER DRIP NORTH STEM WALL w/2"S.S.THREADED ROD c33.84^t 000 @ 48"O.C.,LOCATE ONE ROD WITHIN TAX MAPN0.1000.144:1.14 32'OF ENDS OF EACH PLATE;MIN 12" I EMBED IN CONCRETE;(R403.1.6) CONT.SEALANT AND BACKER ROD # ISSUE/REVISION DATE SLOPE GARAGE °: 4 °I SILL GASKET ABOVE AND BELOW AT PERIMETER OF WINDOW TO FLOOR 1/8"PER .00 FILING SET-ACCESSORY GARAGE 10.10,2023 I'.. TERMITE SHIELD STOP AIR INFILTRATION FT FROM BACK °I IOI. v TO FRONT f° 04 4"GARAGE SLAB w/6"GRID WOVEN JAMB PTD.EXTENSION AT WIRE FABRIC REINFORCING WINDOWS, PROVIDE °; I • USE APPROVED EXPANSION JOINT TRIM TO MATCH EXIST. •'•!�4 MATERIAL AT PERIMETER OF SLAB ' ANDERSON 400 SERIES WINDOWS; DRAWN BY:J.LACHAPELLE SEE WINDOW SCHEDULE CHECKED BY:J.LACHAPELLE ..° PROVIDE 6MIL POLYETHYLENE VAPOR RETARDED UNDER GARAGE SLAB, DAM BLOCKING @ SILL NOTE:THIS IS AN Ir x 17"SHEET 1. a. THOUGH NOT REQUIRED BY R506.2.3 2x6 STUD FRAMING,TYP. DRAWINGS MAY BE PRINTED NOT TO SCALE BUILD GARAGE SLAB ON UNDISTURBED + ` LaChapelle Architecture PLLC o I:. NON—ORGANIC .I P.O.Box 1251 SEAL ENTIRE PERIMETER OF Mattituck,NY 11952 • I °a . SECOND FLOOR;ALSO SEAL PROVIDE#5 AR RECEPTACLES AND OTHER (646)251-5058 fake@lachapellearchitecture.com I PLYWOOD SHEATHING;GLUE&a REINFORCING @ 3 GWB PENETRATIONS SCREW O.C.IN BO H WOOD FLOORING PER OWNER; DIRECTION(V RT.& PROVIDE SOUND-DAMPENING AOR-APPROVED VAPOR BARRIER; E D HORIZ.)INS EM UNDERLAYMENT ' VAPOR PERMEANCE BTWN.6.5 R 4,, WALL AND 30 PERMS (-, C/�gC4 4PLYWOOD SUBFLOOR;GLUED& � 8J' SCREWED TO JOISTS PER MFR I NARROW CAVITY DRAINAGE SEE A5&A6 FOR I -a'� °° I4 :< ° REQUIREMENTS F PLANE SUCH AS SLICKER BY DOTING I. OBDYKE REINFORCING AND , 118"BCI-60s2.0 OR EQUIVALENT @ FIBER-CEMENT PLANK BATTENED s •! 16"O.C.;FOLLOW — - SIDING BY HARDI 7 DATA LLOW ALL CODE AND , . MFR REQUIREMENTS �F 03393� RIMBOARD BY BOISE CASCADE OF POSTIIVE LAP VAPOR BARRIER OF NEON .(0 • .i COMPATIBLE EQUIVALENT;FULLY I 20 oz.COPPER DRIP&VALLEY � ° .I • BLOCK ALL POSTS(E.G.CORNER FLASHING FRAMING,KING STUDS, ETC.)FROM «o � b ° 4•. .•I�i.< a .. _ "remea �r°„�e�,rve=�em°ems""or.er�r." 4 I." LOAD ABOVE TO BEARING BELOW .• 4,• N w°�""v ary wm°x'eN°r°wi�ea'""''rorm"m e�meror"wr mesroaorxwmaeen ' 4 OCOrlpICMOA IKMP[LLCKCpRCNRe"LC •• . ® °. ; �� PROVIDE PVC TRIM AT EXTERIOR,TYP. ' `® a: GARAGE DETAILS PROVIDE STRAPPING (R-MIN)30ERAL WOOL INSULATION 1 THROUGHOUT PER CODE;SEE A3 SHEET N0: O SCALE: IOCN ETAIL @GROUND FLOOR O SCALEA11SEC1 IOCN DETAIL @SECOND FLOOR GA:13mOO 2 — z — SHEET 13 OF 13