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Home My WebLink About48701-Z of so�lyo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd uNTI.a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45832 Date: 12/15/2024 THIS CERTIFIES that the building ACCESSORY Location of Property: 555 West Rd Cutchoizue, NY 11935 Sec/Block/Lot: 110.-7-7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/05/2023 Pursuant to which Building Permit No. 48701 and dated: 01/05/2023 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: unconditioned accessory garage as applied for per ZBA#7713, dated 12/15/2022 and ZBA De Minimus approval dated 3/1/2024. The certificate is issued to: Mazur S 2014 Trust Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48701 10/07/2024 PLUMBERS CERTIFICATION: uth riz d S gnature t, o�g11FFO/r�o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48701 Date: 1/5/2023 Permission is hereby granted to:, Mazur S 2014 Trust 180 W End Ave Apt 28L New York, NY 10023 To: Demolish_an accessory garage and construct new accessory garage as applied for and per ZBA#7713 approval. At premises located at: 555 West.Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 110.-7-7 Pursuant to application dated 1/6/2023 and approved by the Building Inspector. To expire on 7/6/2024. Fees: ACCESSORY $330.40 CO-ACCESSORY BUILDING $50.00 Total: $3 80.40 - Building Inspector pF 30!/r�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh ,isoutholdtownny.gov Southold,NY 1 1 97 1-0959 Q�ycOUNTV,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mazur S 2014 Trust Address: 555 West Road city:Cutchouge st: New York zip: 11935 Building Permit#: 48701 Section: 110 Block: 7 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Glen Electric Electrician: Glen Jacobs License No: 4770-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300a Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Main Panel 100a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED 4 Exit Fixtures El Sump Pump Other Equipment: 2 garage door openers, 1 well pump Notes: DETACHED GARAGE/ SERVICE Inspector Signature: AAft Date: October 7, 2024 555 west rd *pF SOGTyOIo f # TOWN OF SOUTHOLD BUILDING DEPT. °`ycoUlm, 631-765-1802 i INSPECTION FOUNDATION 1ST [ ] 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: ' o l DATE INSPECTO OF soUT�o� # TOWN OF SOUTHOLD,BUILDING DEPT. °ycou 631-765-1802 1 NS:PECT1ON ] FOUNDATION IST/ REBAR [ ] ROUGH PLBG. [ ] UNDATION 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: DATE INSPECTOR OF SOUTy�Io 70701 656 W '. f kc� y # # TOWN OF SOUTHOLD BALDING 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: DATE INSPECTOR- OF SOUTyO� TOWN- OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [�SULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARKS: DATE 29'Y INSPECTOR ,D INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) V'T -------------------------------- FOUNDATION (2ND) 27 0 lA tJl H ROUGH FRAMING& PLUMBING Q . r INSULATION PER N.Y-. y STATE ENERGY CODE VV FINAL ADDITIONAL COMMENTS VV e ZIA -ae a3 doe Z 044gryzc�s�v o a•a .a �h�� v2� � _ �� vs Q �o��P�ua�l V� Z �•lS•� Loca.9017 3,u2v 04 pbe c,,e kt tn,n t La N � y 0 z x d b H r O�Dy�FF01 rea l TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971=0959 0 Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 0 Building Inspector: . JAN 0 5 796 Applications and forms must be filled out in their entirety.Incomplete ED applications.will not be accepted. Where the Applicant Is not the owner,an. BUILDING DEPT Owner's Authorizatiomform'(Page.2)"shall-be completed. �mu►AF nFcnim ml Date: 1/5/2023 OWNER(S).OF PROPERTY: Name:Stephanie Mazur sCTM#1000-110-7-7 Project Address: 555 West Road#12.18, Cutchogue, NY Phone#:917-930-9663 1 Email:st.mazur@verizon.net Mailing Address: 555 West Road #1218, Cutchogue, NY CONTACT.PERSON: Name:Karen Szczotka or Rob Brown of Robert I. Brown Architect, P.C. Mailing Address:205 'Bay Ave., Greenport, NY 11944 Phone#:631-477-9752 Email: karen@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION Name:Roberti. Brown, AIA Mailing Address:205 Bay Ave., Greenport, NY 11944 Phone#:631-477-9752 Email: rob@ribr'ownarchitect.com CONTRACTOR INFORMATION: Name: TBD Mailing Address: Phone#: Email: DESCRIPTION,OF PROPOSED.CONSTRUCTION @New Structure DAddition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: 2Other Demo of existing and new assessory Garage $200,000 Will the lot be re-graded? ❑Yes @ No Will excess fill be removed from premises? ❑Yes R No 1 . PROPERTY INFORMATION Existing use of property:residential single family Intended use of property: same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes s No IF YES, PROVIDE A COPY. IN Chock Box After f�C'irdin'g: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of tauildings, 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): v ____2 V. .._ Nuthorized Agent ❑Owner Signature of Applicant: 'i `,� /f�' �" J Date: X I STATE OF NEW YORK SS: COUNTY OF SUFFOLK ) -j� being duly sworn, deposes and says that(s)he is the applicant (Name f individ'ual signing contract)above named, (S)he is the Agent for Robert !. Brown Architect, PC (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 Lo the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of_. f-1 ni 1!A c _ ,2013 'Notary public PENNY LOUISE 10 AFFETONE NOTARY PUBLIC,STATE OF NEW YORK P...ag;s.ra�r !on No.01hA?,8402379 r5•,r^fi k'�Wa�•'P'9,' l"*)mdtil++^x^i r;Q A^r"r 1a e^,{t.sa ay.nT a�„+a�.r:•b,:e�i actin b�d�3��s��y�„a, i q��,�"y;�„s�o�1,.,�', Gua'ir ed in Suo;F.Cou^`y (Where the applicant is not the owner Cornmisc':m Expires ) I' Stephanie Mazur residing at 555 West Road #1218 Cutchogue, NY do hereby authorize Robert I Brown Architect PC and its Agents to apply on pp Y my behalf to the Town of Southold Building Department for approval as described herein. S�Z� rr wner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 27, 2022 AMENDED &RENEWED: June 27, 2022 TO: Robert Brown, Architect(Mazur) 205 Bay Avenue Greenport,NY 11944 Please take notice that your amendment,received April 25, 2022: For permit to: Demolish and Reconstruct an Accessory Building at: Location of property: 555 West Road, #1218, Cutcho u County Tax Map No. 1000—Section 110 Block 7 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 26,318.82 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard. In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, that such buildings and structures meet the front yard principal setback requirements as set forth by this Code and the side yard setback requirements for accessory buildings". According to Article XXIII Section 280- 124 (B), for lots measuring between 20,000 and 39,999 sq.ft. a minimum front yard setback of 40 feet is required. Additionally, per Article III Section 280-15, on lots measuring between 20,000 and 39,999 sq.ft., accessory structures with a maximum height of 22 feet require a minimum setback of 20 feet from the side yard. The site plan shows the proposed new accessory structure to be located at 10 feet from the front yard boundary line, and has a side yard set back of 8.3 feet on one side yard, and 18.8 feet to the other side yard, with a building height of 22 feet. This di roval s en amended based on an updated survey. Authori ed Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. ?D BOARD MEMBERS ® d'® Town Hall Annex Leslie Kanes Weisman, Chairperson 53095 Route 25, Main Road Patricia Acampora ® =� P.O. Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. ® Telephone(631)765-1809 Nicholas Planamento RECEIVED & ( G1:4AM http://southoldtownny.gov l ZONING BOARD OF APPEALS D E 1 9 2022 DEC 2 n 7099 TOWN OF SOUTHOLD BUll�eov(�a�t��: Southold Town Clerk 'OFSOIMNGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2022 ZBA FILE: #7713 NAME OF APPLICANT: Stepanie Mazur PROPERTY LOCATION: 555 West Road, Cutchogue,NY SCTM# 1000-110-7-7 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 October 11, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated November 22,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 23,446.81 square foot waterfront parcel. The parcel has 104.54 feet of bulkhead frontage on Peconic Bay. The parcel runs 53.35 feet along West Road and runs 271 feet on the West side. The East side of the parcel is irregularly shaped. The parcel runs 46.83 feet then bends 79.36 feet to the Southeast before running an additional 154 feet on the East side. The parcel is improved with a two story frame dwelling, a frame garage, a storage bin, and a wood deck. All is shown on a survey prepared by Kenneth M. Woychuck L.L.S. dated January 15, 2021. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15 and the Building Inspector's April 27, 2022, Amended June 27, 2022 Notice of Disapproval based on an application for a permit to demolish and reconstruct an accessory building measuring 22 feet in height; at; 1) located less than the code required minimum front yard setback of 40 feet; 2) located less than the code ren»_d minimum side yard setback (2 sides) of 20 feet on each side; at: 555 West Road#1218,(adj.to Cutchogue Harbor) Cutchogue,NY,SCTM#1000-110-7-7. RELIEF REQUESTED: The applicant requests a variance to demolish an existing accessory structure and to build an accessory garage with a 22 foot ridge height having a front yard setback of 10 feet and a side yard setback of 8.3 feet where Town Code allows accessory buildings to be located in a front yard location on waterfront parcels, but requires a minimum front yard setback of 40 feet and a minimum side yard setback of 20 feet when the height of the structure is 22 feet. _r Page 2, December 15,2022 #7713,Mazur SCTM No. 1000-110-7-7 ADDITIONAL INFORMATION: There is a pre-existing Certificate of Occupancy No Z-23683 dated June 5, 1995 for a one family seasonal dwelling with an accessory two car garage. The existing accessory two car garage is closer to the street than the proposed accessory garage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1, 2022 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§267-0)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older waterfront neighborhood consisting of single-family homes with many accessory garages in front yards that have non-conforming front and side yard setbacks. 2. Town Law V67-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. Although the applicant could build the garage in a code conforming front yard location, the house is on a hill and placing the garage in a code conforming location would require substantial and impractical changes to the natural grade in order to make it useable. Moreover,the proposed non-conforming side yard setbacks are the result from the very irregular shape of the property which narrows toward the road to only 53 .35 feet wide. 3. Town Law V67-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 75%relief from the code for the front yard setback and 57% relief from the code for the side yard setback. However,the garage is in a more conforming location than the existing accessory garage to be demolished. 4. Town Law §267-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 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes,seconded by Member Acampora, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan, dated June 20, 2022 and Architectural Plans, dated April 21, 2022 (Sheets A1, A2, A3, and El) prepared by Robert 1. Brown, Architect. JR Page 3, December 15,2022 #7713, Mazur SCTM No. 1000-110-7-7 SUBJECT TO THE FOLLOWING CONDITION: 1. The attic (second story) shall remain unconditioned space with open stud walls and rafters, non-habitable, and used only for storage, accessed by a drop-down attic stair, as proposed in the architectural plans. 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, 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, or demolitions, 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. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE 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, Acampora, Planamento and Lehnert. (5-0) r. ich 1 s J.Q�into, Vice Chair Appro*t,4d for filing /2022 BOARD MEMBERS ��fjf SU �o Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �@ Town Annex/First Floor, r Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento yC®UffN,� Southold,NY 11971 http://southoldtownny.gov t ZONING BOARD OF APPEALS 5. TOWN OF SOUTHOLD MAR 1 Q 2024 March 1, 2024 Tel. (631) 765-1809 Sayward and Stephanie Mazur 555 West Road P.O. Box 1218 Cutchogue, NY 11935 Re: De Minimus Request, File#7713 Mazur, 555 West Road, Cutchogue SCTM No. 1000-110-7-7 Dear Mr. and Mrs. Mazur; We are in receipt of your correspondence, dated February 28, 2024, requesting a de minimus approval related to ZBA determination#7713, dated December 15, 2022, in which variance relief was granted to construct an accessory building to be placed in a nonconforming location upon the above referenced premises. In your letter, you explain that the garage foundation was built approximately 13 inches further away from the western property line than was proposed in your 2022 approval. As a result, the side yard setbacks measure 9.4 feet from the westerly property line, and 18.1 feet from the easterly property line. You indicate that the reason this was done is not fully understood, although it may be possible the contractor wished to avoid utility lines near the electric and gas meters during construction. I have reviewed your request, the survey last revised February 16, 2024, prepared by Kenneth M. Woychuck, L.S., and have determined that the revised location of the foundation/accessory garage, as described, is de minimus in nature. Please submit to our office an additional original, signed and sealed survey, and contact our office if you have any further questions. S' cere , Leslie Kanes Weisman, Chairperson cc: Building Department S.C.T.M. N0. DISTRICT: 1000 SECTION: 110 BLOCK: 7 LOT(S): 7 WEST RO N 68°40'10�� AD EDGE OF PA To E 53•J?C l J ---__ U.P. 0 a W.V. GAS _ METER c a 17.3' p 3 5 a Z 24.o, V 9540.13' N METER c '"ATION Q METER is N FEB. 16,2024 1.4 E O TOP FND EL 42.7 p 00 M Z O W_(il c M rTl a � a � m a � z� m 43 ASPHALT DRIVEWAY � BELG. BLK. CURB U z lT C-. � G CD 25.2' :::,:.19.4.;:; COVERED PORCH16 �•:•::.:'::.::?;,:::.,2 STY FRM:..:•:•:;:::::'•'.;:'m 06EER WALL DWELLING..:•r'•'•',:':'..:'•:.;V 33 :.:'�,'::'•:::.•.. Cn AO•'�:13.4':� N COVERED PORCH 24.7' 00 0 EL 24.5 Iv WALK OUT CELLAR EL 22.8 EL 23.6 WICONC. PATIO UNDER O FLAG POLE PIPE U-I Iv 4�- , O --- ZONE X --------------------- FLOOD ZONE BOUN Wk10'____ Bid%Dept Copy from B"A, 4 x4' TIMBER WALLS Mnil reviews dommmts 28A Flli � 13 ❑B N RAGE WOOD DECK ZONE VE(EL 9) _ — — Date: /n� WOOD BULKHEAD WOOD S 62053'50" W sSwTOEPS' 104.54' STEPS _.._!.—.._.._.._.._.._.._. PECONIC BAY FND. LOC. 02-16-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS FEMA MAP#361000164H AND OR DATA OBTAINED FROM OTHERS —�---- AREA: 23,446.81 SQ.FT. or 0.54 ACRES ELEVA77ON DATUM. —NAVD88 --- --- UNAUTHORIZED ALTERAT70N OR ADDITION TO 77-IIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 774IS SURVEY MAP NOT BEARING 77-IE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY ' SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SAYWARD MAZUR; MAP OF: STEPHANIE MAZUR; FILED: SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE #220-1 53 SCALE: 1 "=30' DATE: JAN. 15, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Boychuk 0 -7 -aH BUILDING DEPARTMENT-Electrical Inspector EDLx�O TOWN OF SOUTHOLD 0 a Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �"� • �p� Telephone (631) 765-1802 - FAX(631)765-9502 411 ro err southoldtownn . ov—seand so itholdtownn . ov APPLICATION FOR ELECTRICAL INSPECTION TION (All Information Required) ELECTRICIAN INFORMA Date: Company Name: s Name: License No.: 7y� All Phone No:t ►�(-�5 - 5dl an copy of Certificate of Compliance Address.: .&o JOB SITE INFORMATION (All Information Required) Name: `' Address: 5�' c a.>'-3 " Cross Street: Phone No.: Csi Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) -05 Check All That Apply: ❑ Rough In Final Is job ready for inspection?: YES NO Do you need a Temp Certificate?: YES O Issued On Temp Information: (All information required) A #Meters Old Meter# Service Size ❑1 Ph ❑3 Ph Size: ❑New Service ❑ Service Reconnect ❑Underground Q Overhead #Underground Laterals ❑1 2 ❑ H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION i b-I -awl 10��3 Electrical Inspection Form 2020.xisx z BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179; ® Southold, New York 11911-0959 A Telephone (631) 765-1802 - FAX (631) 765-9502 rooeraDsoutholdtownny.gov — seandC&.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: lol Company Name: -pz:� Name: c _ License No.: Z r deli ail: - �fc-cc- rbV e. Phone No:6j - g( request an email copy of Certificate of Compliance Address.: .— JOB SITE INFORMATION (All Information Required) ff Name: \A14,0,00 Address: w Cross Street: Phone No.: Cost .7--C-S Bldg.Permit#: 49-70 1 email: Tax Map District: 1000 Section: d Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: YES ❑NO Rough In OFinal Do you need a Temp Certificate?: NYES" NO Issued On Temp Information: (All information required) Service Size Q1 Ph 03 Ph Size: A #Meters _ Old Meter# ❑New Service ❑ Service Reconnect Underground Q Overhead #Underground Laterals []1 2 QH Frame[]Pole Work done on Service? []Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION i u-I -aL l Electrical Inspection Form 2020.xisx 4 RMIT# Address: Switches Outlets` l < G F I's I N Surface Sconces H H's I M UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments �' L�rl A 30D Ate' �r u ,o c W- Mejia, Evelin From: jaliny@aol.com Sent: Friday,June 28, 2024 2:29 PM To: Mejia, Evelin Subject: [SPAM] - 555 West Rd. Good Afternoon, t,�Qs lU As per our conversation requesting extension on permit number-48M 555 West Rd. Cutchogue. Thank you, Joe Ambrose. Home improvement license 7203 H.I. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY\\1'944 v L 3 477-975 3 477- 9731 `- 6 i- z FAX 6 i- o � ;_.� � t ! info .ribrownarchitect.com,� JUrj 2023 " T'TT7 rxNf'z DID _. Transmittal �- Date: June 23, 2023 To: Town of Southold Building Department Re: Mazur Garage BP No. 48701 Attached please find drawings for amendment to the existing Building permit. Please let us know if you have any questions. Thank you, Robert I. Brown Architect, PC S.C.T.M. N0. DISTRICT: 1000 SECTION: 110 BLOCK: 7 LOT(S): 7 i E C E � U E m s nl F F R 2 7 2024 WE ��a mezi Department ROAD Tea+Faso >yL�xtdIl EDGE OF PAyEyE 0 0?10" E 53 35' U.P. o Q W.V. S ETER c ? Be a N 1 Vl 540.13' FLU� N a METER nO � ^ FEB. 16,2024 TOP FND EL 42.7 1.4E �- 0 � � �oo M 9.4' N 00�1 z O W(n o c M m C o m jCID, • 2 m � ASPHALT DRIVEWAY � BELG. BLK. CURBU z U COVERED PORCH { 16.1' ••'' Ff2M ::;•:.'•:;:':.`•^' TIM ER 5v ;.;.;.:;...2 STY W 0.6E WALL ` A 1 ♦ ��" DWELLING r b :'•:EFL 33 3.:::'•:•.':':'•.':' ::'•::':'•' I '�O•:•:13.4':� N l� COVERED PORCH 24.7' OO O EL 24.5 tv WALK OUT CELLAR EL 22.8 EL 23.6 W/CONC. PATIO UNDER O o FLAG POLE PIPE U71 4�, N O v O ------ ZONE X ------------- --10-- FLOOD ZONE SO ----R10 0----- 4'x4' TIMBER WALLS STORAGE WOOD DECK ZONE VE(EL 9) BIN WOOD BULKHEAD WOOD Ej S 62053'50" W wool) 104.541 STEPS _.._I._..—..—.._..—..— _ � MHW LINE"—'•— PECONIC BAY FND. LOC. 02-16-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS FEMA MAP#361000164H AND OR DATA OBTAINED FROM OTHERS AREA: 23,446.81 SQ.FT. or 0.54 ACRES ELEVA77ON DATUM. _NAVD88_____ ______— UNAUTHORIZED ALTERA770M OR ADD177ON TO THIS SURVEY /S A VIOLA77ON OF SEC770N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7741S SURVEY MAP NOT BEARING -7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 77?UE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY /S PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL .AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SAYWARD MAZUR; MAP OF: STEPHANIE MAZUR; FILED: SITUATED AT. CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �r y P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #220-153 SCALE: 1 "=30' DATE: JAN. 159 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert d. Hennessy & Kenneth M. Boychuk ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 info .ribrownarchitect.com Transmittal Date: June 21, 2022 To: Town of Southold Building Dept Re: Mazur Residence 555West Road#1218 Cutchogue, NY 11935 Enclosed please find amended drawings for the above referenced for Disapproval and a check for the $50 fee. Thank you, Aj'SAPP. ROVA Karen Szczotka Agent for Robert I. Brown Architect, PC karen@ribrownarchitect.com 1 ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 info ribrownarchitect.com Transmittal Date: January 4, 2023 To: Town of Southold Building Dept Re: Mazur Garage 555 West Road#1218 Cutchogue,NY Enclosed please find a copy of ZBA Findings, Deliberation and determination decision dated December 21, 2022, with 4 sets of the drawings for the above referenced project. Thank you, ® L� I� II IV/ JAN U 5 2023 TOWNOF�SOU7Fl" OLD Karen Szczotka Agent for Robert I. Brown Architect, PC karen@ribrownarchitect.com Meyer, Nancy . From: Robert Brown <rob@ribrownarchitect.com> Sent: Wednesday,June 28, 2023 9:22 AM To: Meyer, Nancy; Karen Szczotka Subject: RE: Mazur Nancy, Good morning. The correct height is 15'-4%". I don't know why the computer did not self-correct as usual when the height was revised. Sorry for the misinformation. Thanks, Rob Robert I. Brown Architect 205 Bay Avenue, Greenport, NY 11944 631-477-9752 rob@ribrownarchitect.com From: Meyer, Nancy<nancym@southoldtownny.gov> Sent:Wednesday,June 28, 2023 9:02 AM To: Karen Szczotka<Karen@ribrownarchitect.com>; Robert Brown<rob@ribrownarchitect.com> Subject: Mazur Good morning, I received your amendment for the Mazur garage,and just for clarification..on the section drawing,the dimension is showing the building has a height of just over 20 feet. However, it doesn't look that high, and when I scale it, its only about 15 feet in height. Can you please confirm what the height dimension will be? If it is under 18 feet in height,then it will now conform to the side yard setback limits,which obviously lessens the non conformity of the property and the prior garage ZBA approval. Thank you, Nancy JVancy-Veyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 Meyer, Nancy From: Meyer, Nancy Sent: Tuesday, February 27, 2024 3:19 PM To: 'st.mazur@verizon.net'; Karen Szczotka Subject: 555 West Road Good afternoon, I reviewed the foundation location survey which was dropped off earlier. Please be advised that the foundation is in a slightly different spot than where originally planned... it was proposed at 8.3 feet from your side property line, and was installed at 9.4 feet from the property line. While this distance did get greater, making the garage further away from the property line, in turn, it did push it closer to the other side property line. Zoning approved the setbacks as shown on the proposed survey;you will need to reach out to the zoning board with your location survey, and request-a de minimus approval of the actual setbacks. Additionally,you will need to ask your surveyor to add the east side setback dimension to your survey. If you have any questions,feel free to reach out to the building department. Thank you, JVancy.Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i ISSUES/REV151ON5 RESIDENTIAL GENERAL NOTES MI5C. GENERAL NOTES 1.THI5 PROJECT 15 CONSTRUCTION OF AN ADDITION TO AN E 15TING SINGLE FAMILY RESIDENCE, NAILING SCHEDULE CLA551FIED AS R-3. 2.THE HEIGHT OF THE EY15TING BUILDING AS DEFINED BY THE RESIDENTIAL CEDE NEW YORK STATE 15 (PER AF<PA FAMILY WOOD COUNCIL WFCM FOR ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) 32'-0". THE HEIGHT OF THE ADDITION 15 2CY-3'. 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 4.ALL WORK SHALL CONFORM TO THE REQUIREMENT5 OF THE 2020 RESIDENTIAL CODE OF N.Y.5.AND ROOF FRAMING THE AF t PA WWOD FRAME CONSTRUCTION MANUAL 1995 SEC HIGH WIND EDITION. 3 PER RAFTER 5.DESIGN LOAD CALCULATION ARE BASED ON: RAFTER TO TOP PLATE PLATE(rOE-) LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE. CEILING JOINT TO TOP PLATE AF E R(fA E 3 PER JOIST CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)RCNY5. RIDGE STRAP(EACH END) 2 PER TIE WIND EXPOSURE CATEGORY"C",FOR 120 MPH 3 SECOND GUST. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END LOCATION LIVE DEAD DELECTLIMIT WALL FRAMING 15T.FL. 40 LB, 12 U3G0 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 2ND.FL.(SLEEP AREA) 30 LB. 12 U360 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE ATTIC(NON STORAGE) 20 LB. 10 U3GO STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. ROOF 20 LB. 15 U360 HEADER TO HEADER(FACE-NAILED) I Gd 16"O.C.ALONG EDGES TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY G.THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT CONNECTION WITH THE WORK. FLOOR FRAMING THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A 5-ECIFIC USE EXPRESSED JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T OR IMPLIED IN THE USE OF THESE PLANS. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END DRAWINGS.FOLLOW DIMENSIONS ONLY. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK 8.CONTRACTOR(5)SHALL FURNISH AND INSTAL.ALL MATERIAL AND EQUIPMEVT SHOWN,LISTED,OR EDGE STRIP G BEAM(FACE-NAILED) 3-1 Gd EACH JOIST J DESCRIBED ON TiE5E DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS OIST ON LEDGE BEAM(TOE-NAILED) 3-8d PER J015T BAND JOIST TO JO0I1 ST(END-NAILED) 3-16d PER JOIST NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT COMPLETE THE WORK. ROOF SHEATHING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS (TABLE 3.8) STRUCURALPANELS ad AND SPECIFICATIONS. DIAGONAL BOARD SHEATHING 10.CONTRATTOK SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF I"x6"OR I"x8" 2-8d PER SUPPORT OCCUPANCY. I"x I O"OR WIDER 3-8d PER SUPPORT DEMOLITIOfJ CEILING SHEATHING L �7 � �� ' 1.CONTRACTOR 5HALL DEMOLISH WALLS,FLOOR, AND PARTS OF EXISTING ROOF AS INDICATED ON GYPSUM WALLBOARD Sd coolers 7"EDGE/ 10"FIELD j T U .ti' DRAWINGS AND AS NECESSARY,AND REMOVE DEBRIS. WALL SHEATHING 1 jJ 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXSTING WORK AND OR STRUCURAL PANEL 8D (TABLE 3.9) INSTALLATION OF NEW YORK. FIBERBOARD PANELS 3.ALL NEW WORK SHALL MATCH AND MEET FUJ5H TO EXISTING WORK AS CLOSELY AS P055113L E UNLESS 7/10 GD 3"EDGE/G'FIELD OTHERWISE NOTED. 25/32" 8D 3"EDGE/G'FIELD r' 4. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND GYPSUM WALLBOARD 5d coolers 7"EDGE/ I O"FIELD TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT HARDBOARD 8d (TABLE 3.9) \ AS NECESSARY. PAFTICALBOARD PANELS ad (TABLE 3.9) DIAGONAL BOARD SHEATHING I'ScG"OR I"x8" 2-8d PER SUPPORT IN I CY OR WIDER 3-8d PER SUPPORT FOUNDATIONS FLOOR SHEATHING 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./Sq.Ft. 5TRUCURAL PANELS 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-28 DAY TEST. 3.ALL NEW FOO`INGS TO REST ON VIRGIN,UNDISTURBED SOIL. I"OR LE55 8d G"EDGE/ 12"FIELD GREATER THAN I* I Od 6'EDGE/G'FIELD '-- GENERAL CONSTRUCTION DIAGONAL BOARD SHEATHING =" I"x6"OR I"x8" 2-8d PER SUPPORT 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO IN 10'OR WIDER 3-8d PER SUPPORT p Nit'�1T I r 't COMPLETE ALL WOOD AND PLASTIC WORK REQURED BY THE DRAWINGS AS SPECIFIED HEREIN,OR CO ` A 1'0I iN Y REASONABLY IMPLIED AS NECE55AKYTO COMPLETE THE WORK. NT R.F3I PT �'OI ,'"TCr o t� u 2.FASCIAS,SOFFITS,SIDING(INCLUDING BUILDING WRAP)AND EXTERIOR TRIM SHALL MATCH MAIN `* il CIIS."_n* C. HOUSE. Q 3.INTERIOR TRIKI SHALL MATCH EXISTING. CLIMATIC AND GEOGRAPHIC CRITERIA 4.FRAMING ELEMENTS: A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNY5) (n e 27 O W qLL L z'E N `a OR BETTER. WIND SPEED 120 MPH (PER FIG.R301.2(4)RCNY5) + / B.ALL ENGINEERED LUMBER SMALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT SEISMIC DE51GN CATAGORY B (PER SECT.R301.2(2)RCNY5) / Q '� AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. WINTER DE51GN TEMP I I°F (PER TABLE N 1 101.2) ¢ J C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. FLOOD ZONE X (PER TEMA MAP) 1 I1 `� D.ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. FROST LINE DEPTH 36" E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8'OR AS SHOWN ON DRAWING WEATHERING PROBABILITY SEVERE (PER FIG,R301.2(3)RCNY5) F.50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) CY OR AS NOTED @ 8'-O'O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNY5) a c','=' 3 G.PROVID'!DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. '` SLEEPING ROOMS 30 P51 (PER TABLE 301.5 RCNY5) H.PROVIDE DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL PARTITIONS OR AS NOTED ON /1a�• G r + ATTIC5 WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNYS) DRAWING. ATTICS WITHOUT STORAGE 10 P51 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL F- STAIRS 40 P51 (PER TABLE 301.5 RCNY5) ECT 1'c; CONNORS BY"SIMPSON"OR APPROVED EQUAL. ��-- �-• / S1 N J.NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2"x0 STUDS �y o n. ' ✓ SHALL RECEIVE 5 1 Od NAIL5 AT SILL AND PLATE.ALL EXTERIOR NAIL5 SHALL PE GALVANIZED. SEE m \ c 3 t e ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12' O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. RIDGE L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WTH GALVANIZED HURRICANE = a ( r' ® i. THESE PLANS ARE AN INSTRUMENT OF SERVICETYPE CONNECTORS BY"51MP5ON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE � CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. a \ [� �;' ; � �? AND ARE THE PROPERTY OF THE ARCHITECT AND 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH AR60\1 GAS,IMPACT RESISTANT AS OWNER. INFRINGEMENTS WILL BE PROSECUTED REQUIRED. `! 0 J C.LOAD PATHS APE INDICATED BY SECTION DRAWINGS. O/ j- O 2022 ALL RIGHTS RESERVED -1995.(SEE NAILING 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFIvA W 5: SCHEDULE) 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED o 27 "O" E C u I MEMBRANE. r 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SMALL BE ALUMINUM. CRO55 SECTION END VIEW a rr 10.STEP FLASHING SHALL B V E USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT r - 4 rG STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 'I 4 / Cr r ,�, s,+ f, 4� - Y CHIMNEY,AND ROOF AND WALLS. �! o J (� 1 1.INSULATION SHALL BE BATT INSULATION OF'THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE :73N Robert 1. Brown 2-I/2 Ib. DENSITY FIBER-GLASS BATTS CONIORMING TO THE SPECIFICATIONS FOR PRE-FORMED 5 ° � I � FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 16-70. r i '� s Architect P.C 12.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE fA� ��- T Ln e o Exi 7 T;' A'PIALTL. LC7 1 i5H EETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE I �� I ('_ t o d s T TVE ''• v �. 1 _ � Q 13.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL LBCTERIOR ( t o p CORNERS SHALL HAVE METAL CORNER BEADS. I I LO c T NC _ coRN -DR. I ,� �-'c w � ao Bay Ave. Greenport NY 5 FINISHES �f�'r , / NEW SIDE YARD I info@ribrownarchitect.com 1.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED HOLDDOWN - M W - TO SETBACK TO MATCH j �_ 1 3 477 975 EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. ®L /� �F�"T"�I GA EXISTING AT 8'-3" ' I 6 1- Z 2.NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE �lH �� GE/ �i 4 , 298.29 I TWO (2)COATS BENJAMIN MOORE AQUA PEARL.LATEX PAINTED,COLOR TO BE _� `. i �/ SELECTED. I \ - - 5.=, 0 a �, B E 3. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) 1 r,_ EW 2 t5.�i2 N'r "w ,; IT IS A VIOLATION OF TI IE LAW FOR ANY PERSON, COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT. naox 04 c. J IRYWELL I UNLESS ACTING UNDER THE DIRECTION OF A a - LICENSED ARCHITECT,TO ALTER ANY ITEM ON « r~ r s TI IIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 29 C, PROPOSED 5 1 T E PLAN n= I5TING I STORY m m m N N c�gv-0ARCy�T R,� FRAME GARAGE TO BE (EXISTING EXCEPT AS NOTED) m m 0 F � �GPC I.BRO�F�, - o CII'AP NA./ '7� - og 2 :.'< REMOVED L1 " FILL AND GRADE SMOOTH C. F` J _ A5 NECESSARY SCALE: 1" 20' LOT COVERAGE: EX15TING STRUCTURE (INCLUDING PORCHES): 2,415 5F2k -J UPLIFT CONNECTIONS PROPOSED INCLUDING PORCHES): s BASED ON SURVEY BY ( ) 78G SF CON N E C T I O N S DETAIL JOSEPH A. INGEGNO, LAND SURVEYOR DATED: SEPTEMBER. 7, 2000 TOTAL: 3,201 SF 3,201 / 2G,3 18.82 SF (LOT SIZE) = 12.2% SCTM No 1000-I I 0-07-07 OWNER ELEVATIONS TO NGDV DATUM DRAINAGE: CLIENT/ /� PROP05ED GARAGE: 75G SF MAZUR AREA: 2G,318.82 517 ( O TIE LINE) PROP05ED DRIVEWAY: 223 SF 0.G04 Ac. TOTAL: 1 ,009 SF RESIDENCE 1009 X O. 17 = 171 .5 CF PROVIDE(1) 8' DIA X 4'G" D DRYWELL (100. 1 CF) 555 WEST ROAD CUTCHOGUE, NY PROJECT TITLE GARAGE FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS DY COMPONENT GLAZED BASEMENT SLAB CRAWL E!cu; Dept copy from ZBA DRAWING TITLE CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR Hna! rFVievved documents ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE SPACE WALL ZSA F �7 SHGC R-VALUE DEPTH R.-VALUErat :� �, , z� ITS PLAN 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 2FT 10/ 13 NOTES NOTE: _ ISSUE SCALE NO WORK ON THIS PROJECT RIVOLVE5 HABITABLE, OR CONDITIONED SPACE. June zo,2022 AS NOTED DRAWING NO. ISSUES/ REVISIONS 24'-0" I _ 24'-0" 1 O'-O" 0-8" 1 O'-8" G'-8" J CUDH 2424 FINISH TO iCUDH 2424 FINISH TO = - --------------- --------- ---rL MATCH HOUSE. MATCH HOUSE. N H i / � 2 GG8 SIMPSON "TH. FOUNDATION WALLS I I Q?; AREA Of DDITIONAL �� MODEL 44 4 PANEL ASPHALT PAVING '~— MDF DOOR, PAINTED _ 9'W x 7'G" H CLOPAY ------- --- ----------- _ /� CANYON RIDGE DE51GN 12 SQ 24 WINDOWS, — ' PAINTED i 4" CONTINUOUS TRENCH DROP DOWN i DRAIN -- �_ -� WITH. CONCRETE `'--- --� ATTIC STAIR `� SLAB REINFORCED I 4" p = �' UNCONDITIONED GARAGE iF WITH W.W.MESH — — I N-_ I N , J N I -- — i SECTION A SECTION A I 3'-0" 9'W x TG" H CLOPAY 4" I I CANYON RIDGE DESIGN 12 5Q 24 WINDOWS, NEW CONTINUOUS POURED 8"X I G" REINFORCED PAINTED — CONCRETE FOOTING AT MIN. 3'0" BELOW GRADE ON UNDISTURBED 501L. PROVIDE(3)#5 RE BAR CONTINUOUS WITH 1 2" OVERLAP = _ 1 _ CUDH 2424 FIN15H TO CUDH 2424 FINISH TO MATCH HOUSE. MATCH HOUSE. ., FIK5T FLOOD PLAN FOU N DATI ON PLAN �� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT AND OWNER. INFRINGEMENTS WILL,BE PROSECUTED O 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 2,0 Bay Ave. Greenport NY in?o@ribrovrnarchitect.com 631-477-9752 24'-0" _ I 1 2'-0" _ — — — — — — — — — — — — — — — — IT IS A VIOLATION OF THE LAW FOR ANY PERSON, T F 7 UNLESS ACTING UNDER THE DIRECTION OF A ---- — LICENSED ARCHITECT,TO ALTER ANY ITEM ON CUDH 2424 FINISH TO I THIS DRAWING IN ANY WAY. ANY AUTHORIZED MATCH HOUSE. ( ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. EKED ARC UNCONDITIONED STORAGE I % * • (2) UCA2444 MARVIN CASEMENT \ FACTORY GREEN TO MATCH HOUSE I � — — — — � � CLIENT/OWNER N , , �- _ — i I MAZUR i RESIDENCE SECTION A 555 WEST ROAD SECTION A CUTCHOGUE, NY I I I PROJECT TITLE 5-4 1/2" N I = GARAGE I 1 2'-0" 12'-0" L — — — — — — — — — — — — — — — DRAWING TITLE CUDH 2424 FINISH TO MATCH HOUSE. F.lcig i)NGt o�y from ZBA PLANS i=in�+i ,-,. :,..•,.documents SECOND FLOOR PLAN //zPLAN ISSUE SCALE APRIL 21,2022 1/4„-i-o" DRAWING NO. ISSUES/ REVISIONS -------------- ARCFj4 CTURAL FIBERGLA55 SHI GLE5 TO MATCH HOUSE. ARCHITECTURAL FIBERGLASS SHINGLES TO MATCH HOUSE. - ------ -- -- i�� CEDAR SHINGLE SIDING TO MATCH HOUSE. iN5TALL PER - RECOMMENDATIONS OF O WESTERN RED CEDAR A55N. N N CEDAR SHINGLE 51DING TO MATCH HOUSE. iN5TALL PER RECOMMENDATIONS OF - -- WESTERN RED CEDAR ASSN. i 1 SOUTH ELEVATION WEST ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT AND OWNER. INFRINGEMENTS WILL BE PROSECUTED O 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 2055 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 ___-_-_-- 0-8 1/2" IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 12 - r 1 2 LICENSED ARCHITECT,TO ALTER ANY ITEM ON ARCHITECTURAL FIBERGLASS 8 2"X I O° ROOF RAFTERS @ 16"OC 9 THIS DRAWING IN ANY WAY. ANY AUTI IORIZED ALTERATION MUST BE NOTED,SEALED,AND E. SHINGLES TO MATCH HJ)J TRIM AND PAINT TO MATCH .'' CD-X RATED PLYWOOD 5HEATHIN .� I GxOC TIES @ DESCRIBED IN ACCORDANCE WITH THE LAW. EXISTING HOUSE- � " \ ARCHITECTURAL FIBERGLASS SHINGLES TO MATCH HOUSE. I 12 ��'��5 1•E3q� 0 TRIM AND PAINT TO MAT H - r „ 2 LAYERS EPDM a EXISTING HOUSE Q cp FLASHING W/MIN 12" -_ r ---- 0 EXTENSION 12 CEDAR SHINGLE 51DING TO MATCH HOUSE. iN5TALL PER Q RECOMMENDATIONS OF ------ ----.------ --- ---- A--v. O WESTERN RED CEDAR ASSN. N CEDAR SHINGLE SIDING TO N sm _ _:.._,..._._ L ..: :., .. in CLIENT/OWNER MATCH HOUSE. INSTALL PER 14"TJI 5GO @ I G" OC. WITH RECOMMENDATIONS OF �/� ^ Z TR WESTERN RED CEDAR ASSN. " " GYP. BD. CELOW AND 4 x 4 FRAME WALL " j�/11-1/J v @ LYWOOD 5UBFLOOP 1�� ) 2"X 12' HEADER LE I HEAATHNG TYVEK, DVEOREACH GARAGERESIDENCE ABOVE EXCEPT:FTTI ND SIDING TO MATCH13 BATT INS IATI N OUSE, AND " FRAME OPENING FOR DROP555 WEST ROAD OWN STAIR WITH 1-3/4 x li YP.BD. TAPED AND — O fl I AND (2)RO 4LAM14A. SIDE CUTCHOGUE NY PACKLED ON FIRST - -' : � — LOOK WALL AND `2^n'x61"CSABOLTS�NCHO � i FILING ONLY ' ° -' BLOCKING EA. END N - ----- I MIN)OVER ALUMINUM PROJECT TITLE TERMITE BARRIER AND D ^ k SILL SEALER. GARAGE 4"TH. CONCRETE _z O TH. FOUNDATION WALLS SLAB REINFORCED �n WITH W.W.ME5H DRAWING TITLE EAST ELEVATION NORTH ELEVATION ' -- ELEVATIONS NEW CONTINUOUS POURED 8"X I G" REINFORCED SECTION CONCRETE FOOTING AT MIN. 3'0"BELOW GRADE ON UNDISTURBED SOIL. PROVIDE (3)#5 REBAR CONTINUOUS WITH 12" OVERLAP 5 E C T 1 O N ISSUE. SCALE APRIL 21,2022 1/4'. I srinl 7�� tt5 DRAWING NO. -!>✓ '�/ ISSUES/ REVISIONS - 1 � F A - -� l I E L E C T K I CAL SECOND FLOOD PLAN 'THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT AND OWNER. INFRINGEMENTS WILL BE PROSECUTED O 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Ave. Greenport NY @ribrownar h te ct com com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, wr UNLESS ACTING UNDER TIIE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON ALTERATION MUST BE NOTED,SEALED WING IN ANY WAY. ANY ,AIORND D WP DESCRIBED IN ACCORDANCE WITH THE LAW. / IOOA I SUBPANEL / 1 5(GBED ARC / DROP DOWN p'= . MOTORIZED DOOR / ATTIC STAIR F^ f a sa I OPENERS WITH LIGHTS — 1 I CLIENT/OWNER MAZUR �-�- RESIDENCE NOTE 555 WEST ROAD : PROVIDE 240V LINE TO CUTCHOGUE, NY \ JUNCTION BOX FOR FUTURE ELECTRIC CAR CHARGER PROJECT TITLE db GARAGE E L E C T K I C A L FI K 5 T FLOOK PLAN .'',�� DRAWING TITLE ELEC TRICAL PLANS np tI FC dy fo_m Z SA ISSUE SCALEpdccucntseFvie: m APRIL 21,2022 1/4"=i-oLSA ae 1 DRAWING NO. RESIDENTIAL GENERAL NOTES ISSUES/REVISIONS MISC. GENERAL NOTES 1.THI5 PROJECT 15 CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE, NAILING SCHEDULE CLASSIFIED AS R-3. 2.THE HEIGHT OF THE E(15TING BUILDING AS DEFINED BY THE RE51DETIAL CODE NEW YORK STATE 15 (PER AF€PA AMERICAN WOOD COUNCIL WFCM FOR 32'-0'. THE HEIGHT OF THE ADDITION IS 20-3". ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) 3.THE TYPE OF CONSTRUCTION IS TYPE V(13). JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING APPROVED � �� '�!Q C U PAN CY OR 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF N.Y.5.AND ROOF FRAM I NG THE AF C PA WWOD FRAME CONSTRUCTION MANUAL 1995 5BC HIGH WIND EDITION. DATE: E3,P # (/ 5.DESIGN LOAD CALCULATION ARE BASED ON: RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER USE !S UNLAWFUL LIVE LOAD:AS PER TABLE ION .R RESIDENTIAL CODE OF NEW YORK STATE. CEILING JOINT TO TOP PLATE(TOE-NAILED) 3 PER J015T FEE .J��- U BY: CEILING J015TTO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP NOTIFY BUILDING DEPARTMENT AT WITHOUT CERTIFICATE DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5. CEILING JOINT LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)RCNY5. RIDGE STRAP(EACH END) 2 PER TIE 631-765-1802 8AM TO 4PM FOR THE WIND EXPOSURE CATEGORY'C',FOR 120 MPH 3 SECOND GUST. BLOCKING TO RAFTER(FOE-NAILED) 2-861 EACH END OF OCC UPAN CI' FOLLOWING INSPECTIONS: RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END I. FOUNDATION-TWO REQUIRED LOCATION LIVE DEAD DELECT LIMIT WALL FRAMING 15T.FL. 40 LB. 12 L/3GO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Cd PER FOOT FOR POURED CONCRETE 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOINT EA.51DE 2. ROUGH-FRAMING&PLUMBING ATTIC(NON STORAGE) 20 LB. 10 U3GO STUD TO STUD(FACE-NAILED) 2-1 Cd 24'O.C. ROOF 20 LB. I5 U3GO HEADER TO HEADER(PAGE-NAILED) I6d I G"O.C.ALONG EDGES 3. INSULATION > ,A .; ;;7 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-I Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY _ L `1 *� M1 ( s- 4A G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 4. FINAL-CONSTRUCTION MUST ALL CONSTRUCTION SHALL MEET THE SAFETY AND PROGRAMS IN J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT TECHNIQUES,SEQUENCES,OR PROCEDURES,OR.FOR SAFE 1 I r Y� i 1l� ;h�T C & TOWN CODES FLOOR FRAMING BE COMPLETE FOR C.O. coNNEcrIOFJwImTHEwoF;K. f,�c �:OUIRED AND CONDITIONS OF THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNE55 FOR A SPECIFIC USE EXPPE55ED J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOINT REQUIREMENTS OFTHE CODES OF NEW SOU-HOLD TOWN ZBA OR IMPLIED IN THE USE OF THESE PLANS. BRIDGING TO JOINT(FOE-NAILED) 2-8d EACH END 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE BLOCKING TO JOIST(FOE-NAILED) 2-8d EACH END YORK STATE NOT RESPONSIBLE FOR BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK DESIGN OR CONSTRU=N ERRORS SOUTHOLD TOWN PLANNING BARD DRAWINGS.FOLLOW DIMENSIONS ONLY. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST 8.CONTRACTOR(5)SHALL FUP.N15H AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST SOUTHOLD TOWN TRUSTEES DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BAND J015T TO J015T(END-NAILED) 3-1 Cd PER JOINT NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT COMPLETE THE WORK. ROOF SHEATHING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS 5TRUCURAL PANELS 8d (TABLE 3.8) DO NOT PROCEED WITH AND SPECIFICATIONS. DIAGONAL BOARD SHEATHING 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF I'xG"OR I"x8" 2-8d PER SUPPORT FRAMING UNTIL SURVEY T OCCUPANCY. I'x 1 O"OR WIDER 3-8d PER SUPPORT J OF FOUNDATION LOCATION RETAIN STORM WATER RUNOFF -�-� DEMOLITION CEILING SHEATHING 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND PARTS OF EXISTING ROOF AS INDICATED ON GYPSUM WALLBOARD 5d coolem 7'EDGE/ 10'FIELD �I(1 �i HAS BEEN APPROVED. 4�! PURSUANT TO CHAPTER 236 DWINGS AND AS NECESSARY,AND REMOVE DEBRIS. WALL TRACTOR SHALL DO ALL PATCHING REQUIIRED DUE TO REMOVAL OF EXISTING WORK AND OR 5TPUCURSHEATHINGLNE 8D (TABLE 3.9) F THE TOWN CODE. 2 INSTALLATION OF NEW YORK. FIBERBOARD PANELS 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLE55 7/1 G' GD 3'EDGE/G"FIELD = All exterior lighting OTHERWISE NOTED. 25/32' 8D 3-EDGE/G"FIELD u 4. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND GYPSUM WALLBOARD 5d coolem 7"EDGE/ 10'FIELD installed,replaced or TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT HARDBOARD 841 (FABLE 3.9) AS NECESSARY. PARTICALBOARD PANELS 8d (TABLE 3.9) repaired shall conform TRUSS PLACARDING REQUIRED DIAGONAL BOARD SHEATHING I NG"OR I"x8" 2-8d PER SUPPORT to Chapter 17 I'x I O"OR WIDER 3-8d PER SUPPORT of the Town Code FOUNDATIONS FLOOR SHEATHING 1.A55UMED 501L BEARING CAPACITY, 1,500 Ib./SeJ.Ft. 5TRUCURAL PANELS 2.CONCRETE TO BE PLAIN,RENFORCED,3,000 psi.-28 DAY TEST. I"OR LE55 8d G"EDGE/ 12'FIELD 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL. _ GREATER THAN I' I Od G'EDGE/G"FIELD is DIAGONAL BOARD SHEATHING T ru t GENERAL CONSTRUCTION I"xG"OF I"x8" 2-8d PER SUPPORT I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO I"x I O"OR WIDER 3$d PER SUPPC)RT Q P,'10� r l COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS A5 SPECIFIED HEREIN,OR , * r REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. r ) C. yo UNG o s `� I�FFI3RT A. 1'OU?�'G 2.FASCIAS,SOFFITS,SIDING(INCLUDING BUILDING WRAP)AND EXTERIOR TRIM SHALL MATCH MAIN -h t I�f' c: 3O NTERIOR TRIM SHALL MATCH EXISTING. c0 4.FRAMING ELEMENTS: CLIMATIC AND GEOGRAPHIC CRITERIA _ I A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNY5) N . E r! N OR BETTER. WIND SPEED 120 MPH (PER FIG.R301.2(4)RCNYS) r< G•C.,q ,ILo � B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT SEISMIC DESIGN CATAGORY B (PER SECT.R301.2(2)KCNY5) / Q o'- AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. WINTER DE51GN TEMP I I IF (PER TABLE N 1 101.2) C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. FLOOD ZONE X (PER FEMA MAP) ! ? MOST LINE DEPTH 3G" D.ALL SUB FLOORING TO BE APA RATED SURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. \ v ��N L. `, a E.ALL HEADERS G'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNY5) 1 WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. o F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 4v / K OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2-SPACE FOR AIR CIRCULATION IN ROOF. ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNY5) � c'` � 3 tJ G.PROVIDE DOUBLE FRAMING AROUND ALI.OPENINGS(STAIRS,EEC.)OR AS NOTED ON DRAWINGS. SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCHY5) H.PROVIDE DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL PARTITIONS OR AS NOTED ON 6 ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCIlYS) Q DRAWING. c?rLD I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL ATTICS WITHOUT STORAGE I O P51 ° ° o ° a STAIRS 40 P51 (PER TABLE 301.5 RCNYS) CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. n o J.NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2'xG'STUDS �) I v C' ~ i S�E- SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE mo o i �• -' p ATTACHED NAILING SCHEDULE. ! } K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 1 2" s RIDGE O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. >..'< L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. hhQ p W c J y _ M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE V 3✓ a F 4 TYPE CONNECTORS BY"51MP50W OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE r THESE PLANS ARE AN INSTRUMENT OF SERVICE O HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. e C) rt• e. ¢ J AND ARE THE PROPERTY OF THE ARC]IITECT AND 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS 'fC��\\ (- - fp�' ;'- Q �� = w OWNER. INFRINGEMENTS WILL BE PROSECUTED REQUIRED. C.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. - O 2022 ALL RIGHTS RESERVED 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCf"-1995.(SEE NAILING x Y SCHEDULE) �t j u a I _7 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED � 12,7150 �� E � \ Q� ;' MEMBRANE. d to C 2 CJ �� O� N'` �=.n G _j 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. CP055 SECTION END VIEW _ J r .: 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT c -6• STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. G 1 1.INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE :Robert I. Brown 2-1/2 Ib. DENSITY FIBER-GLASS BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED r 3 0 FIBROUS GLASS INSULATION.NAAMM STANDARD 51, 1 b-70. �" i F- t 3 .Architect, P.C. 1% In GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3ro,AND SHALL BE i �- i - In EXI£TI' ,A, T { SHEETPOCK SW"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 13.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLE THREE(3)COATS.ALL EXTERIOR I (O ! o Cal CORNERS SHALL HAVE METAL CORNER BEADS. Ln !T' NC ten' 2O Bay Ave. Green port NY 11 ` y 1 CORNER `D I , �`:,, u J i �' S P FI S1. Fh 5 T i R PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORS OR APPROVED HOLDDOWN L,J / il' NEW SIDE YARD / 1nI0@T1brOWTlarchltect.COTri EQUAL,APPLIED IN ACCORDANCE MTN MANUFACTURER'5 SPECIFICATIONS AND a r W �, SETBACK TO MATCH J RECOMMENDATIONS. COLOR TO BE SELECTED. ( � 631 477 975z 2.NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE �f 1 Q j F 3 7' " I �A( l EXISTING AT 8'-3" ' I V ` I I TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PAINTED,COLOR TO BE E N y, `� .Z ✓ a v �r SELECTED. �T c 3. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) L u G <:i EW 4F.,4 c �/`� _ -- -- - 'f'f,E ] IT IS A VIOLATION OF THE LAW FOR ANY PERSON, COATS BENJAMIN MOORE LATEX ACRYLIC 5EMI-GLO55 PAINT. "`' I" RYWELL I }' -- i UNLESS ACTING UNDER THE DIRECTION OF A . I - - -- - --- _-_ LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY I - -- 3 ALTERATION MUST BE NOTED,SEALED,AND IZED r 9' �I � -- DESCRIBED IN ACCORDANCE WITH THE LAW. _ - m _ NN PROPOSED SITE PLAN ^�� _ r ,zZ I5TING I STORY to m r, tvI.S FRAME GARAGE TO BE m m CT1011F �J�1G,a,� (EXISTING EXCEPT AS NOTED) �°� �uo,�sr o ' r: FILE� REL^AONDD BADE SMOOTH fT` RLE FAIL' C. DnAUTIGA:V �'�" Or SD "G9 •r; ,. 1 } AS NECESSARY / SCALE: 1" = 20' LOT COVERAGE: / EXISTING STRUCTURE (INCLUDING PORCHES): 2,415 SF f �. . UPLIFT CONNECTIONS BASED ON SURVEY BY PROPOSED (INCLUDING PORCHES): 78G SF ^ CONNECTIONS DETAIL JOSEPH A. INGEGNO, LAND SURVEYOR DATED: SEPTEMBER 7, 2000 TOTAL: 3,201 517 ✓'/�� 3,201 / 2G,3 18.82 SF (LOT SIZE) = 12.2% 5CTM No 1000-1 10-07-07 OWNER ELEVATIONS TO NGDV DATUM DRAINAGE: CLIENT/ PROPOSED GARAGE: 78G SF MAZUR AREA: 2G,3 18.82 SF ( O TIE LINE) PROPOSED DRIVEWAY: 223 5F O.G04 Ac. TOTAL: 1 ,009 SF RESIDENCE 1009 X 0. 17 = 171 .5 CF PROVIDE (1) 8' DIA X 4'G" D DRYWELL (190. 1 CF) 555 WEST ROAD CUTCHOGUE, NY PROJECT TITLE GARAGE FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB CRAWL DRAWING TITLE ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R.-VALUE SPACE WALL SHGC R-VALUE DEPTH R-VALUE SITE PLAN 4 0.32 0.5E 0.40 49 20 OR 13+5 8/ 13 19 110/ 13 1 10, 2FT 10/ 13 NOTES NOTE: ISSUE SCALE NO WORK ON THI5 PROJECT INVOLVES HABITABLE, OR CONDITIONED SPACE. June zo,zozz AS NOTED DRAWING NO. ISSUES/REVISIONS 24'-0" I _ 24'-0" G'-8" 101-01, SH TO CUDH 2424 FINISH TO CUDH 2424 FINI = ------ - — -7- ----- - --- ---------- -- - -- -- MATCH HOUSE. MATCH HOUSE. N 2GG8 SIMPSON 'TH. FOUNDATION WALLS I ml AREA OF�DDITIONAL ,'� MODEL 44 4 PANEL ASPHALT PAVING MDF DOOR, PAINTED 9'W x TG"H CLOPAY ------z------ ------------ CANYON RIDGE DESIGN m - 12 SQ 24 WINDOWS, I PAINTED I � 8" I CONTINUOUS TRENCH DROP DOWN DRAIN I ATTIC STAIR i I _ 4'TH. CONCRETE 4 — — SLAB REINFORCED ( p I UNCONDITIONED GARAGE N I ( WITH W.W.MESH - o N N N _ I I N ul I N i SECTION A SECTION A ~ I I � I —_ 9'W x 70 H CLOPAY 3-0 CANYON2 SQ 24 WINDOWS, Y PAINTED a� NEW CONTINUOUS POURED 8"X I G" REINFORCED — CONCRETE FOOTING AT MIN. 3'0" BELOW GRADE ON UNDISTURBED SOIL. PROVIDE(3)#5 REBAR CONTINUOUS WITH 1 2" OVERLAP - - - - - - - - - - - - - - - - I -------------- --- ----- - -------- - — — — — — — — — — — — — — CUDH 2424 FINISH TO CUDH 2424 FINISH TO MATCH HOUSE. MATCH HOUSE. FIK5T FLOOD PLAN F O U N D A T I O N P L A N 71IESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT AND DOWNER. INFRINGEMENTS WILL BE PROSECUTED O 2022 ALL RIGHTS RESERVED ]Robert I. Brown Architect, P.C. zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 24'-0" _I r r 1 2'-0" I 1 2'-0" _ — — — — — — — — — — — — — — — _ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, T F UNLESS ACTING UNDER THE DIRECTION OF A ---- LICENSED ARCI IITECT,TO ALTER ANY ITEM ON CUDH 2424 FINISH TO I THIS DRAWING IN ANY WAY. ANY AUTHORIZED MATCH HOUSE. I ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITI I THE LAV N UNCONDITIONED STORAGE ¢O 2 rs �\ I -� (2) UCA2444 MARVIN CASEMENT I \ FACTORY GREEN TO \ CLIENT/OWNER MATCH HOUSE I I >- - - - N MAZUR i RESIDENCE SECTION A WEST ROAD 555 SECTION A / / __ I CUTCHOGUE, NY I IPROJECT TITLE 5-4 1/2" N GARAGE 1 2'-0" 1 2'-0" I—A I I 1- - DRAWING TITLE CUDH 2424 FINISH TO MATCH HOUSE. PLANS SECOND FLOOD PLAN G O O F P LAN ISSUE. SCALE �'// APRIL 21,2022 1/4"=i-�, DRAWING NO. ISSUES/ REVISIONS -------------- ARCHI CTURAL FIBERGLA55 5 NGLE5 TO MATCH HOUSE. �s i a ARCHITECTURAL FIBERGLASS SHINGLES TO MATCH HOUSE. I CEDAR SHINGLE SIDING TO ---- - MATCH HOUSE. iN5TALL PER - RECOMMENDATIONS OF O WESTERN RED CEDAR ASSN. N N CEDAR SHINGLE SIDING TO MATCH HOUSE. iN5TALL PER RECOMMENDATIONS OF WESTERN RED CEDAR ASSN. � i I SOUTH ELEVATION WEST ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT AND OWNER. INFRINGEMENTS WILL BE PROSECUTED 02022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 ----------- 11--—-—-—-—-—-— 0-8 1/2" IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 12 12 8 " 9 LICENSED ARCHITECT,TO ALTER ANY ITEM ON f IIS DRAWING IN ANY WAY. ANY AUTHORIZED 2"X I O ROOF RAFTERS @ 16" OC \ ALTERATION MUST BE NOTED,SEALED,AND ARCHITECTURAL FIBS GLASS 2"x 4` OLLA STIES @ � s SHINGLES TO MATCH HOUSE. CD-X RATED PLYWOOD SHEATHIN 16"OC DESCRIBED IN ACCORDANCE WITH THE TRIM AND PAINT TO MATCH / — �T EXISTING HOUSES ;k - ARCHITECTURAL FIBERGLASS -- SHINGLES TO MATCH HOUSE. 12 TRIM AND PAINT TO MATCH I ``'¢Oe' •� � 2 LAYERS EPDM � • � EX15TING HOUSE i FLASHING W/MIN 12" rr P,ti :4 - -- ---- ------ �o EXTENSION 12 r fr l CEDAR 5HINGLE SIDING T0 - MATCH HOUSE. INSTALL PER -------------------------..__---- ------- ----�, --- -- - , O -- i RECOMMENDATIONS OF WESTERN RED CEDAR ASSN. (v _ N CEDAR SHINGLE 51DING TO CLIENT/OWNER N MATCH HOUSE. iN5TALL PER RECOMMENDATIONS OF 14"TJI 5GO @ I G"OC. WITH WESTERN RED CEDAR ASSN. "x 4" FRAME WALL z GYP. BD. CELOW AND 4" MAZUR e° LYWOOD 5UBFLOOR ( ) 2"X 12" HEADER I "OC WITH z" RATED ABOVE EXCEPT: VER EACH GARAGE RESIDENCE SHEATHING,TYVEK, �- -- D OR AND SIDING TO MATCH -13 BATT INS TIN �AME EHIE OUSE, AND " FOWN OAIRiNG WTHO1-3/4"x = 555 WEST ROAD YP.BD. TAPED AND 14" MICROLLAM EA. SIDE CUTCHOGUE NY PACKLED ON FIRST 9 O_ LOOK WALL AND 2 xG"CCA PLA ANCHOR: N -- FILING ONLY WITH 18" BOLT - t `. AND (2) I-4"x 14" - BLOCKING EA. END ' MIN) OVER ALUMINUM PROJECT TITLE I TERMITE BARRIER AND GARAGE SILL SEALER. GARAGE Lj 4'TH. CONCRETE z_ O "TH. FOUNDATION WALLS SLAB REINFORCED 4i m DRAWING TITLE EAST ELEVATION NORTH ELEVATION ;.: WITHW.W.MESH — ELEVATIONS NEW CONTINUOUS POURED 8"X I G" REINFORCED SECTION CONCRETE FOOTING AT MIN. 3'0" BELOW GRADE ON UNDISTURBED SOIL. PROVIDE (3)#5 REBAR CONTINUOUS WITH 12" OVERLAP S E C T I O N ISSUE SCALE /APRIL 21,2022 1/4" DRAWING NO. ISSUES/ REVISIONS ELECTRICAL SECOND FLOOK PLAN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE TI IE PROPERTY OF THE ARCHITECT AND OWNER. INFRINGEMENTS WILL BE PROSECUTED O 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. Zo Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW IOOA SUBPANEL `r+ 1.13 DROP DOWN MOTORIZED DOOR ATTIC STAIR OPENERS WITH LIGHTS t^ OF CLIENT/OWNER MAZUR RESIDENCE 555 WEST ROAD NOTE PROVIDE 240V LINE TO CUTCHOGUE, NY JUNCTION BOX FOR FUTURE ELECTRIC CAR CHARGER PROJECT TITLE GARAGE ELECTRICAL f l K 5 T FLOOD PLAN- ELECTRICAL�� DRAWING TITLE '',� PLANS LANS ISSUE. SCALE APRIL 21,2022 1/4"=1'0 n DRAWING NO. RESIDENTIAL GENERAL N13TE5 MISC. GENERAL NOTES 1.THI5 PROJECT 15 CONSTRUCTION OF AN ADDITION TO AD'EXISTING SINGLE FAMILY RESIDENCE, NAILING SCHEDULE CLASSIFIED AS R-3. 2.THE HEIGHT OF THE EXISTING BUILDING AS DE-FINED BY THE RESIDENTIAL GDDE NEW YORK STATE IS (PER AF B PA AMERICAN WOOD COUNCIL WFCM FOP, 32'-0". THE HEIGHT OF THE ADDITIOI:IS 20'-3". ONE AND TWO FAMILY DWELLINGS 1995 55C HIGH WIND EDITION) ED �j" _ 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). JOINT DESCRIPTION NUMBER Or NAILS NAIL SPACING �°" 4.ALL WORT,SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF N.Y.5,AND ROOF FRAMING _ J THE AF 6 PA WWOD FRAME CONSTRUCTION MANUAL 1995 513C HIGH WIND EDITION. 3 PER RAFTER ��,�� ','/ •� 5.DESIGN LOAD CALCULATION ARE BASED OIJ: RAFTER TO TOP PLATE(TOE-NAILED) CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP SNOW LOAD:20 FBI GROUND SNOW LOAD(AS PER FIG. R30 1.2(5)RCNY5. RIDGE STRAP(EACH END) 2 PER TIE WIND EXPOSURE CATEGORY"C",FOR 120 MPH 3 SECOND GUST. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END RIM BOARD TO RAFTER(END-NAILED) 2 I Gd EACH END LOCATION LIVE DEAD DELEC:T LIMIT WALL FRAMING I ST FL. 40 LB. 12 113GO TOP PLATE TO TOP PLATE(FACE-NA(LED) 2-1 Gd PER FOOT 2ND.FL.(SLEEP AREA) 30 LB. 12 IJ3GC TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.51DE ATTIC(NON STORAGE) 20 LB. 10 U3GC STUD TO STUD(FACE-NAILED) 2-1 Gd 24"0 C. ROOF 20 LB. 15 U3GO HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGE5 TOP OR BOTTOM PLATE TO STUD(END-NA(LED) 2-1 Gd,3-I GdA I Gd PER 2x4,2xG, 2x8 RESPECTIVELY G THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CON5TRUCTI0D4 MEAN5,METHODS, BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN END JOIST OR BLOCKING(FACE-NAILED) 2-I Gd PER FOOT CONNECTION WITH THE WOPr.. FLOOR FRAMING THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED J015T TO SILL,TOP PLATE TO GIRDER(TOE-NA(LED) 4-8d PER J015T OR IMPLIED IN THE USE OF THESE PLANS. BRIDGING TO J015T(TOE-NA(LED) 2-8d EACH END 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCT ON.DO NOT SCALE BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END DRAWINGS. FOLLOW DIMENSIONS ONLY. BLOCKING TO SILL OR TOP PLATE(FACE-NA(LED) 3-I Gd EACH BLOCK 8.CONTPACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS JOIST ON LEDGE BEAM(TOE-NAILED) 3- PER J015T BAND JOIST TO JO0I1 ST(END-NAILED) 3-1 I G Gd PER JOIST NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT COMPLETE THE WORK. ROOF S H EATH I N G 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS (TABLE 3.8) AND SPECIFICATIONS. DIAGONAL PAL BOARD S 8d 10 CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF DIAGONAL BOARD SHEATHING I"x6"OR 1"x8" 2-8d PER SUPPORT OCCUPANCY, IN 10"OR WIDER 3-8d PER SUPPORT CEILING SHEATHING 7 �s DEMOLITION `�� 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND PARTS OF EXISTING P,OOF AS INDICATED ON GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD g g Ash DRAWINGS AND AS NECESSARY,AND REMOVE DEBRIS. WALL SHEATHING 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EYI5TING WORK AND OR 5TRUCUPAL PANEL 8D (TABLE 3.9) ae INSTALLATION Of NEW YORK. FIBERBOARD PANELS £•° 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORM,AS CLOSELY AS POSSIBLE UNLESS 7/I G" GD 3"EDGE/G"FIELD •-,� OTHERWISE NOTED. 25/32" 8D 3"EDGE/G"FIELD 4. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND GYPSUM WALLBOARD 5,1 coolers 7"EDGE/ 10"FIELD TELEPHONE SERVICES AND MAKE ARRANGEMEN--5 FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT HARDBOARD 8d (TABLE 3.9) AS NECESSARY. PARTICALBOARD PANELS 8d (TABLE 3.9) DIAGONAL BOARD SHEATHING I NG"OR 1 N8" 2-5d PER SUPPORT £T IN 10"OR WIDER 3-8d PER 5UPPOP,T a FOUNDATIONS FLOOR SHEATHING 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./5q.Ft. 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-25 DAY TEST. STRUCURAL PANELS , 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL. I"OR LE55 811 G"EDGE/ 1 2"FIELD GREATER THAN 1" 1011 G"EDGE/G"FIELD ;x t DIAGONAL BOARD SHEATHING GENERAL CONSTRUCTION I"xG"OR I"x8" 2-8d PER SUPPORT47 i 1. KOVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 1"x 10"OR WIDER 3-8d PER SUPPORT '/ t nd P.ASONABLY ALCOVPLETF IMPLIED N ROOD NECF_SSARYD PLASTIC OTO COMQPIIETED BY E WORK�WINGS AS SPECIFIED HEREIN,OR ,3rp YO( r :Z �� sg I .. 2.FASCIAS,SOFFITS,SIDING(INCLUDING BUILDING WRAP)AND EXTERIOR TRIM SHALL MATCH MAIN } R7T HOUSE. °tea ,Ae' 3.INTERIOR TRIM SHALL MATCH EXISTING. CLIMATIC AND GEOGRAPHIC CRITERIA 4.FRAMING ELEMENTS: e* A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 GROUND SNOW LOAD 20 P5F (PER FIG.R301.2,'';)RCNY5) c i �# ✓ 1 C� OR BETTER. WIND SPEED 20 MPH (PER FIG.R30!.2 4/RCNYS) s a A f{E 50 B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT SEISMIC DESIGN CATAGORY B (PER SECT.R301 42)RCNY5) I Ll AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. WINTER DESIGN TEMP I I°F (PER TABLE N 110 i.2) C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED, FLOOD ZONE X (PER FEMA MAP) D.ALL SUB I'LOORING TO BE APA RATED STUDD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNES. FROST LINE DEPTH 30" +ML- 02T- E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER § `, o WEATHERING PROBABILITY SEVERE (PER FIG.R301.2C,„RCNY5) Rr' y WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. F,SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAM5 AS PER N.Y.5.CODE DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) , �{ OR AS NOTED @ 8'-0"O,C.MID..PROVIDE 2"SPACE FOR AIR.CIRCULATION IN ROOF. ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.SRCNYS) v G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. SLEEPING ROOMS 30 P51 (PER TABLE 301.SkJJNY5) H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 30! 2CNY5) 01 >',. �: 4 ATTICS WITHOUT STORAGE 10 P51 4S I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL STAIRS 40 F51 (PER TABLE 301%',KCNY5) RHO/APR.26,2023 CG'!NECTOR.5 BY"_(MP5ON"OR APPROVED EQUAL. Rh V Maylt,2023 J. NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2"xG"STUDS ' ra4 June 20,2022 SHALL RECEIVE 5 I Od Nf-.1L5 AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE L(1 p0. ra?_ ATTACHED NAILING 5CHEDIJLE. Cn t.Jtk es sa_ K.PLYWC,")P SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12" RIDGE O C. INTERMEDIATE, SEE ATTACHED NAILING SCHEDULE. R� w i2 L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. �1 y Sj M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE g *= tR1. k. \ t If'IiI;SF.PLANS Ait}:AN 1NS'I'R Uhl EN'I'OI'SI:i /ICE' TYPE CONNECTORS BY'51MP5OM'OR APPROVED EQUAL.FOR TIMBER FILE FOUNDATIONS,PROVIDE <" r 1 n•r r AND ARE TIIE FRO rER Y OF TI IF A.�C.r 11'I`ECI-A ND HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. �.`1I,TI , a 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS p �� 'NC,F.�vi i'?.T5 1•^.'1,I?,TST,1 f;�1;yI('E.1'TF.f? REQUIRED. cm c�a'= Q ^ (711'N1 R. I'.t ee G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. f - ^~ c_ 4 i, 7.CONNECTIONS 5HALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING y 2023 ALL RICiIIT` RESERVED I}\ SCHEDULE) 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED 99 L` 4 MEMBRANE. t 1 SJ8 ! i 0 6k 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. CROSS SECTION END VIEW , \XY 1 « Cn k A is y f k 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT A t>, 46.83 C3 i� � , � ;..z c>' x, STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. .3 Robert 1. Brown As. I I.INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BED 2-1/2 Ib. DEN5ITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PPE-FORMED y ° , FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. �• ~er �; _ \� CP 12,GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C3G,AND SHALL BE �--^-- L a' _j EX;ST;, - FuJA. Architect P.C. "SHEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL GYPSUM WALLBOARD THICKNESS SHALL BE " "a y t j( _ - t,- r1 F 13.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR 1 .( a , n CORNERS SHALL HAVE METAL CORNER BEADS. i R NC >x' CORNER zo5@ribrownarchitect.com Bay Ave Greenport NY FINISHES �{ 1I t . , in?o@ribrownarchitect.com .EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOOP,E OR APPROVED HOLDDOWN NEW 51DE YARD- > EQUAL,APPLIED It'!ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND 7 « SETBACK TO MATCH , 631 47 9752 RECOMMENDATIONS. COLOR TO BE SELECTED. , EXISTING AT 8' 3" ✓ ' 7 E ii :�, 2.NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED,PAINTING SHALL BE �} � � zS� " „a TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PAINTED,COLOR TO BE ( i �, ? SELECTED . __......... ka a :a xn i _ _ 0' -- via 3. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) °� W DRYWELL r6. k' COATS BENJAMIN MOOR[LATEX ACRYLIC 5FMI-GLO5S PAINT. �• _.... I � -a I _1 r � IT IS A VIOLATION OF T}iE LAW FOR ANY PERSON �19 ' DIA x 4'G" D g � UNLESS ACTING UNDER TIIF DIRECTION OF A LICENSED ARC]I}TF..CT,TO ALTER ANY ITEM ON THIS DRAINING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND r DESCRIBED IN ACCORDANCE WITH THE IAW. PROP05ED 51TE - �- >> pSf"?11., lhz�fzktAY F , __.. ._ XI5TING I STORY " ` - FRAME GARAGE TO BE ,,%T10// ` � (EXISTING EXCEPT AS NOTED) ' ° 1� ' ,SF REMOVED m rah L.1. A, LIRA ITT �r. ..s,. FILL AND GRADE SMOOTH C`Ia7�;-� N C. �� '� ' � i AS NECESSARY SCALE. 1" = 20' ARr VED AS NOTED r;, zz UPLIFT CONNECTIONS BASED ON SURVEY BY DATE B.P.# �� s ` cit ~ KENNETH M WOYCHUIC LAND SURVEYING CONNECTIONS D E T I L P.O. BOX 153 AQUEBOGUE, NY 1 193 1E BY: DATED JAN. 15, 2021 NOTIFY BUILDING DEPARTMENTAT SCTM No 1000-i I 0-07-07 631-765-1802 8AM TO 4PM FOR THE ELEVATIONS TO NGDV DATUM FOLLOWING INSPECTIONS: CLIENT/OWNER LOT COVERAGE: AREA: 23,446.8 I. FOUNDATION-TWO REQUIRED 1 sF cro TIE LINE) FOR POURED CONCRETE MAZU R EXISTING STRUCTURE (INCLUDING PORCHES): 2,415 5F 0.54 Ac. 2. ROUGH-FRAMING&PLUMBING PROPOSED (INCLUDING PORCHES): 78G 51' 3. INSULATION RESIDENCE 4. FINAL-CONSTRUCTION MUST TOTAL: 3,201 SF BE COMPLETE FOR C.O. 555 WEST ROAD 3,201 / 2G,3 18.82 SF (LOT SIZE) = 1 2.2% ALL CONSTRUCTION SHALL MEET TM 555 WEST ROAD D REQUIREMENTS OF THE CODES OF NEW NY DRAINAGE: YORK STATE. NOT RESPONSIBLE FOR PROPOSED GARAGE: 78G 517 DESIGN OR CONSTRUCMN ERRORS PROJECT TITLE PROPOSED DRIVEWAY: 223 5F TOTAL: 1 ,009 SF GARAGE 1009 X 0. 17 = 1 71 .5 CI` PROVIDE (1)8' DIA X 4'G" D DRY,/ELL (190. 1 CF) FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIKEMENT5 BY COMPONENT B CRAWL ENT DRAWING TITLE CLIMATE FENESTRATION SKYLIGHT GLAZED FENESTRATIN CEILING WOOD FRAME MASS WALL FLOO BASEMENT SLA R WALL R-VALUE � SPACE WALL A�eI'" -,� ®�� s ZONE U-FACTOR U-FACTOR 5HGC R-VALUE WALL R-VALUE R-VALUE R-VALUE K-VALUE DEPTH K-VALUE SITE PLAN 4 0.32 0.55 0.40 49 20 OR 13+5 (5/ 13 1 y 10/ 13 10, 21FT 10/ 13 NOTES NOTE: _ ISSUE SCALE NO WORK ON THIS PROJECT INVOLVES HABITABLE, OR CONDITIONED SPACE. ✓ :� �_� 1 REV June 19,2023 AS NOTED DRAWING NO. JUr; 2 7 2023 155U[-5 i REVI5'0N5 24'-0" 24'-0" PROVIDE (2) 2"x G" PROVIDE (2) 2"x G" HEADER HEADER 10'-01, 2'-1" _-1 ANDER5EN 400 SERIES 1 EXTERIOR DOOR TO BE ------ --m --�- R ��- TW 2442 GREEN EXTERIOR �' SELECTED BY OWNER WITH EXTERIOR GRILLS "TH. POUNATION WALLS a�i s # AREA OF DDITIONAL PROVIDE (2) 2"x 10" ( I ASPH PAVING HEADER 9' W x 7'0" H CLOPAY »- m •.-- ---••w--- - CANYON RIDGE DESIGN ANDERSEN 400 SERIES - � 12 5Q 24 WINDOWS, TW 2442 GREEN EXTERIOR I PAINTED WITH EXTERIOR GRILLS 4"TH. CONCRETE SLAB REINFORCED PROVIDE CONTROL JOINTS A5 SHOWN 4" ! I WITH W.W.MESH II ' CONTINUOUS TRENCH I UNCONDITIONED GARAGE DRAIN - N4'1 I\ N I N j Q •� N I I N T � .. -� SEC ION A PROVIDE (2) 2"x 10" I I ) E HEADER 5EC:TION A " NEW CONTIN OU5 POURED 8"X I G" REINFORCED I I 3'W x 70" H CLOPAY ANDER5EN 400 SERIES �N CONCRETE F OTING AT MIN. 3'0" BELOW GRADE = CANYON RIDGE DESIGN TW 2442 GREEN EXTERIOR ON UNDISTU BED SOIL, I I 12 5Q 24 WINDOWS, WITH EXTERIOR GRILLS 7 =j -PO,VIDF(3)#5 REBAR CONTINUOUS WITH 12" I PAINTED C V2 TH REINF RCED CONCRETE BLOCK TIO WALLS(TYP) I I,. fIR5T FLOOR PLAN FOUNDATION PLAN REV MAY 1,2023 REV May Ir,2023 APRIL 21,z022 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE TI IE PROPERTY OF TI IE ARCIIITECT AND OWNER. INFRINGEMENTS WILL BE PROSECUTED 02023 ALL RIGHTS RESF..RVED PROVIDE WHITE GUTTER AND PROVIDE(2) 2"x G" PROVIDE(2) 2"x G" LEADER HEADER HEADER - - - - - - -- -------- - - -----�- Robert I. Brown - - - - - - - - - - - - - -- - -- - - ---� � � � Architect P.C. I o� j? I I SUBPANEL E I I ao55 Bay Ave. Greenport NY PROVIDE (2) 2"x 10" 33, ini�.o@ribrownarchitect.com HEADER _ I 631-477-9752 IIT IS A VIOLATION OF TI-IE LAW FOR ANY PERSON, ' I UNLESS ACTING UNDER TI IE DIRECTION OF A I PROVIDE(2) 2"x G" I / LICENSED ARCIIITECT,TO ALTER ANY ITEM ON "x 8" @ 4'-0" OC 1 HEADER E \ THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 1 DESCRIBED IN ACCORDANCE WITI I'T'HF.LAW. j 2"x 4" HARDBACK I / I ' MOTORIZED DOOR /y: 'D. I OPENERS WITH LIGH S LA PROVIDE(2) 2"x 10" HEADER � _._..... ._.�._• .________..�. _ _ .�._.._.�.. ...._ I �� I I a \ I _-,+�,yl�. fPROVIDE(2) 2"x G" HEADER I I CLIENT/OWNER NOTE : MAZUR PROVIDE 240V LINE TO I JUNCTION BOX FOR FUTURE RESIDENCE ELECTRIC CAR CHARGER 555 WEST ROAD I CUTCHOGUE, NY __ _. .._..�. ._ W._ _ _ _.....___.....- .__ _ __� PROJECT TITLE .�.a-�...�,,....., ..__.......�.....,..�....__.._._...__.._ ..._....,pH_�,...,.�...._ _-.-.�.._..�......__.�.•--.- PROVIDE WHITE E L E C T R I C A L UPPER F IAA M I N G PLAN R O O F PLAN GUTTER AND en GARAGE LEADER F I R S T I F L O O R L A N fti ��j DRAWING TITLE Q z U PLANS w ISSUE SCALE REV June 19,2023 1/4"=i-o" DRAWING NO. IS:�UES! REV& N5 12 G #I RED CEDAR PERFECTIONS ARCHITECTURAL FIBERGLASS WITH G" EXPOSURE. INSTALL SHINGLES TO MATCH HOUSE. PER RECOMMENDATIONS OF WESTERN RED CEDAR ASSN. WHITE AZEK FASCIA AND #I RED CEDAR PERFECTIONS TRIM BOARDS. (TYPICAL) WITH G" EXPOSURE. INSTALL I PER RECOMMENDATIONS OF WESTERN RED CEDAR ASSN. SOUTH ELEVATION WEST ELEVATION REV May u,2023 REV APR.26,2023 APRIL ai,zoza THESE,PLANS ARE AN INST'RUMENI'OF SERVICE AND ARE TI IE PROPERTY OF THE ARCHITECT AND OWNER. INFRINGEMENTS\HILL BE PROSECUTED 02023 ALL RIGI ITS RF.SE.RV.D Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A N710LATION OF TI IE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCI-IITF..CT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. / e yiJ I^N~f1 2"X 8" ROOF RAFTERS @ I G"OC12 CD-X RATED PLYWOOD SHEATHING Y I 12 2"X 4" COLLAR TIES s i. 2 ':- G G ARCHITECTURAL FIBERGLASS SHINGLES TO MATCH HOUSE. Cx \ R CLIENT/OWNER MAZU ' FRAME WALL @ f —{2) 2"X 1 2" HEADER WHITE AZEK FASCIA AND _TRIM BOARDS. (TYPICAL) I G" OU WITH " RATED f OVER EACH GARAGE RESIDENCE SHEATHING, TYVEK, �• DOOR AND IDING (#I RED ¢ 2"X 4" HARDBACKS #I RED CEDAR PERFECTIONS - NY ff'o 13T ml m- "] 01 WEST ROAD WITH G" EXPOSURE. INSTALL CED #I RED CEDAR PERFECTIONS WITH ( O PERFECTIONS CUTCHOGUE, WITH EXPOSURE) � ITH G" EXPOSURE. INSTALL II PER RECOMMENDATIONS OF PER RECOMMENDATIONS OF WESTERN RED CEDAR ASSN. WESTERN RED CEDAR ASSN. 2"xG"CCA PLATE ANCHORED WITH 18" BOLTS (2 PER SILL I PROJECT TITLE MIN) OVER ALUMINUM TERMITE BARRIER AND GARAGE SILL SEALER. ILEH 77 8"TH REINFORCE CONCRETE BLOCK a' z_ O FOUNDATION WALL d DRAINING TITLE :. 4"TH. CONCRETE EAST ELEVATION N ORTh ELEVATION ��-' SLAB REINFORCED �~� �' ELEVATIONS WITH W.W.MESH NEW CONTINUOUS POURED 8"X I G" REINFORCED SECTION CONCRETE FOOTING AT MIN. 3'0" BELOW GRADE ON UNDISTURBED SOIL. PROVIDE (3) #5 REBAR CONTINUOUS WITH 12" SECTION OVERLAP ISSUI.? SCALE REV June 19,2023 1/4" DRAWING NO.