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HomeMy WebLinkAbout48039-Z �0 ulF�tk y. Town of Southold 12/30/2022 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43737 Date: 12/30/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1255 Hobart Rd, Southold SCTM#: 473889 Sec/Block/Lot: 64.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/3/2022 pursuant to which Building Permit No. 48039 dated 7/5/2022 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: accessory garage for per ZBA#7623, dated 5/19/2022. The certificate is issued to Rothwell Sr,Richard&Suzanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48039 12/2/2022 PLUMBERS CERTIFICATION DATED ut r" e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE c • ��+ 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#: 48039 Date: 7/5/2022 Permission is hereby granted to: Rothwell Sr, Richard 371 Hickory St Massapequa, NY 11758 To: Demo existing garage and shed and construct new accessory garage as applied for, with ZBA#7623 At premises located at: 1255 Hobart Rd, Southold SCTM #473889 Sec/Block/Lot# 64.-2-9 Pursuant to application dated 6/3/2022 and approved by the Building Inspector. To expire on 1/4/2024. Fees: ACCESSORY $236.00 CO-ACCESSORY BUILDING $50.00 DEMOLITION $163.00 Total: $449.00 Building Inspector pf SO�r�ol o . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Rothwell Sr Address: 1255 Hobart Rd City:Southold st: NY zip: 11971 Building Permit#: 48039 Section: 64 Block: 2 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures 11 Pump Other Equipment: Notes: Garage Wiring Inspector Signature: r Date: December 2, 2022 S.Devlin-Cert Electrical Compliance Form - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [%4/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 [ ] RENT L - - / REMARKS. d l� TSV DATE INSPECTOR elf sollr, TOWN OF SOUTHOLD BUILDING DEPT. 'clou 631-765-1802 INSPECTION I FOUNDATION71ST ROUGH PL13G. [,/(Z OUNDATION 2ND INSULATION/CAULKING F Fa G 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 ISO �oOF SOUryO� # TOWN,OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL G. [ ] UNDATION 2ND [ ] INS ATION/CAULKING [ FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMARKS: rlofk.7 ,,-' DATE to, Lei INSPECTOR OF SOUTyo� �+,� 3 I kat-4- TOWN at /TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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: tivpf t, - GVH_ DATE INSPECTOR ` FIELD INSPECTION REPORT DjkTE COMMENTS Off— W FOUNDATION (1ST) H ----------------------------------- S C FOUNDATION (2ND) cx, z 0 NJ H ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE d ?�' !� 1 FINAL ADDITIONAL COMMENTS ®" 1 -�- - i a-1-a4 2.e c G0b/ (o 6Ze Cpy^ic �z � rn t� k O x d b H 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 h!Ws://www.southoldtownn�gov APPLICATION FOR BUILDING PERMIT O 51 For Office Use Only R PERM, ! Building inspector: JUN 0 3 2022 ID Applications and forms must be filled out in their entirety.Incomplete BUILDINGDEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: J&% A0A/ OWNER(S)OF PROPERTY: Name: L SCTM#1000- .-� s Project Address: 1A 3- 0 134 /Z Phone#: ��, 7Y3- opt�2 3 Email: r4-o cc/LL Mailing Address: 37/ h114001-�y ST, 1615.519 J06 a-It A h� a'' 117-)—V CONTACT PERSON: Name: 5A MC-- /4 _5, /9/�VC- Mailing Address: Phone#: Email: DESIGN PROFESSIONAL.INFORMATION: Name: A'.y r✓4RChe/7,r--CT- Mailing Address: -�;414 I% V1"�E Phone#: e0 31 -4W ~ 7/9 Email: CONTRACTOR INFORMATION: Name: p7— d� C/,l7�`I� / !; &/C- NdIAJ Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure OAddition ❑Alteration ❑Repair ❑Demolition / Id Estimated Cost of Project: El other&OZACtc— 4 -S 7-It-C, C+ -L I,--'57WAS3 w!ni C4 $ A9 6-00 Will the Jot be re-graded? OYes Ifto Will excess fill be removed from premises? Dyes NNo 1 .PROPERTY INFORMATION Existing use of property: Intended use of'property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Eltheck Box After Reading: The owner/contractor'/design professional is responsible for.all drainage;and,storm water issues as,proyided by , chapter 236 of the.Town Code:APPLICATION 1S.HEREBY MADE to theBuilding 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,4or 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 s_tatemerits made heiein are.- punishabi.eas a Class A misdemeanor pursuant to Section 210:45 of the New York•Staie Penal Law. Application Submitted By(print name): O 1 ❑Authorized Agent j pwner Signature of Applicant: Date: D V, -- - - - STATE OF NEW YORK) q COUNTYOF , . IJJ ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the C)V3�1<r (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 �� 1�l�yPr� , 7_� Q day of zo Notary Public - TRACEY L. DWYER NOTARY Pulmo,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSIONEXpIRESJUNE30, d,_ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 15, 2021 TO: Richard Rothwell 1255 Hobart Road Southold,NY 11971 Please take notice that your application dated November 22, 2021: For permit to: demolish and construct a new accessory garage and construct an accessory in-ground swimming pool and at: Location of property: 1255 Hobart Road, Southold,NY County Tax Map No. 1000— Section 64 Block 2 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 11,250 square foot lot in the R-40 District, is not permitted pursuant to Article III Section 280-15, which states lots measuring 10,000-19,999 square feet in size require side and rear setbacks of 10 feet. The site plan shows the proposed accessory garage with a setback of 3 feet. In addition, the proposed structures are not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require maximum lot coverage of 20%. The site plan shows lot coverage at 23.5%. Authorized Wnature 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. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 15, 2021 AMENDED: December 29, 2021 TO: Richard Rothwell 1255 Hobart Road Southold,NY 11971 Please take notice that your application dated November 22, 2021: For permit to: demolish and construct a new accessory garage and construct an accessory in-ground swimming pool and at: Location of property: 1255 Hobart Road, Southold,NY County Tax Map No. 1000—Section 64 Block 2 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 11,250 square foot lot in the R-40 District, is not permitted pursuant to Article III Section 280-15, which states lots measuring 10,000-19,999 square feet in size require side and rear setbacks of 5 feet. The site plan shows the proposed accessory garage with a setback of 3 feet. In addition,the proposed structures are not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require maximum lot coverage of 20%. The site plan shows lot coverage at 23.5%. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. t ` BOARD MEMBERS ' Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road o P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location. Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ® <` Southold,NY 11971 D RECEIVED } � � http://southoldtownny.gov LLVt 11 ZONING BARD OF APPEALS ���G JUL - 5 2022 TOWN OF SOUTHOLD MA � J 2022 d PITIM DINTG DEPT. Tel. (631) 765-1809©Fax (631)765-9064 T G1$T?NTCjF SOUT110-LD Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 19, 2022 ZBA FILE: 47623 NAME OF APPLICANT: Richard and Suzanne Rothwell PROPERTY LOCATION: 1255 Hobart Avenue, Southold NY 11971 SCTM: 1000-64-2-9 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 January 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. r" i LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject; non-conforming, rectan cru lar-shaped, 11,250 square feet, (.258 acre) parcel in the R40 Zoning District measures 75.00 feet along Hobart Avenue then runs east 150.00 feet along a residentially developed lot to the south, then pins north 75.00 feet along two residentially developed lots to the east, then returns 150.00 along a fourth residential neighbor to north. The subject parcel is developed with a one- and one-half story frame house with four bedrooms,a roof over masonry entry porch,an enclosed rear porch,an accessory garage building, asphalt driveway, slate walkways and plastic fencing as shown on the survey prepared by Nathan Taft Corwin, II1, Licensed Land Surveyor last revised October 26, 2021. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and Building Inspector's December 5, 2021, Amended December 29, 2021 Notice of Disapproval based on an application for a permit to demolish and construct an accessory garage and construct an accessory in-ground swimming pool at; 1) garage located less than the code required minimum side yard setback of 5 feet; 2) garage located less than the code required minimum rear yard setback of 5 feet; 3) more than the code permitted maximum lot coverage of 20%; located at 1255 Hobart Road, Southold, NY. SCTM No. 1000-64-2-9. RELIEF REQUESTED: The applicant requests a total of three variances. In order to demolish and build a new one- car garage measuring 20 feet deep by 17 feet wide(for a total of 340 square feet) with a finished height of 17.10 feet, the applicant seeks two variances: each variance requested is for a reduced side and rear yard setback of 3 feet where the code requires a minimum side or rear yard setback of 5 feet. Additionally, the applicant proposes the installation Page 2, May 19,2022 #7623, Rothwell SCTM No. 1000-64-2-9 of an inground swimming pool measuring 16 feet by 26 feet for an additional 416 square feet of lot coverage,creating total lot coverage of 23.5% where the code limits lot coverage in the R40 Zoning District to 20%. All as shown on signed and stamped architectural plans and elevations for the accessory garage, labeled Drawing 1 of 1, prepared by Ray Doner, Registered Architect, dated October 25, 2021. ADDITIONAL INFORMATION: Despite not illustrating the septic location or dry-well for pool dewatering on the survey, the applicants stated they will install a compliant dry well should relief be granted. Furthermore, they indicated that the on-site wastewater system is located on the north side of the dwelling and the pool will be placed in excess of the required 25 feet distance from it. The applicant added that they will install shrubbery for additional privacy on the north side of the house along the lot line. No prior relief from the Zoning Board of Appeals has been granted or denied on this parcel. Multiple `form letters', in support of this application, were received from the applicant's friends and neighbors prior to the public hearing. No member of the public or immediate neighbor spoke in favor of or against this application. As part of the application, the applicant stated that they will remove the small shed from the rear of their property during the demolition of the present garage in order to accommodate the construction of a larger, one-car garage which will allow interior storage of items presently maintained in the shed. While the new accessory garage will have electric for basic lighting, the applicant stated they are not proposing any plumbing, heating or cooling, or a half-bathroom. Improvements on the subject lot are covered by the following Certificate of Occupancy: Z-10743 dated October 29, 1991 covering a one family dwelling with accessory garage Z-42394 dated October 5, 2021 covering alterations and additions including a sunroom, covered entry and `as built' screened in porch and `as built' outdoor shower. The applicant provided Zoning Board of Appeals deterininations in support of their application. Relative to the requested setback relief(from either a rear or side yard), variances include file #7564 for a 2.75 feet side yard setback; #7479 for a 4.4 feet side yard setback; #7112 for a 3.4 feet side yard setback. Relative to excessive lot coverage relief, variances include file 97608 for 25% lot coverage; 47547 for 23% lot coverage; #6935 for 27.3% lot coverage; #5888 for 22% lot coverage and#5101 for 23% lot coverage. The majority of the applicant's research in providing relief cannot be used in support of their application as the files cited are not specifically located in the immediate Founder's Landing area aiding in the determination of community character — a neighborhood in the hamlet of Southold well-known for high-density, older housing stock on non- conforming, smaller lots, where many properties have primary or accessory structures in potentially non-compliant locations or have potential excessive lot coverage. Almost all files cited are located in hamlets which do not meet the community character of the applicant's residence. Also, relative to `set back relief' the files cited are for alteration to existing, non-confonning accessory structures, not new construction as the applicant proposes. Relative to excessive lot coverage,two files cited are actually for the same property and, in one case,file#7608 the determination is not in support of excessive lot coverage but rather a denial of it, upholding the code. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 5, 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: Page 3, May 19,2022 97623, Rothwell SCTM No. 1000-64-2-9 1. Town Law$267-b(3)(b)(1). Grant of the two variances relative to reduced side and rear yard setback will produce and undesirable change in the character of the neighborhood or detriment to nearby properties. The applicant has stated that their present 1-car garage is over 50 years old and is beyond repair and will be demolished in order to make way for a new garage which will allow the added storage desired. While the current garage is located closer to the property line, at approximately 1 feet,than the proposed new garage at 3 feet, and there are other older existing accessory structures in the immediate area with non-conforming setbacks from property lines, the applicant has illustrated that despite the small size of the lot, a conforming garage can be built without the benefit of relief for both the side yard and rear yard setback of a minimum of 5 feet. Grant of the variance relative to the excessive lot coverage of 23.5% where a maximum of 20% is allowed, will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. The Founder's Landing neighborhood was developed at the start of the 20`x' century and offers a variety of housing styles and sizes on non-conforming, relatively small lots. As such, it is common to find residences with or without accessory structures that exceed maximum lot coverage of 20%. There are no known new accessory garages in the immediate area that do not conform to the present code. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant, relative to the construction of a new single-car garage can be achieved by some method feasible for applicant to pursue other than an area variance. The applicant can build a conforming garage in a compliant location, meeting the 5 feet rear and side yard setbacks. However, the applicant cannot install an inground swimming pool, measuring 16 feet by 26 feet, without the benefit of area variance. 3. Town Law X267-b(3)(b)(3). The variances requested herein are mathematically substantial, representing 40% relief from the code relative to reduced rear and side yard setbacks and 17% relief from the code relative to excessive lot coverage. It is not common in the Founder's Landing neighborhood,to find new accessory garages in other than compliant locations. However, excessive lot coverage is common among improved properties in the immediate area either as a result of alterations to an existing residence or accessory structure or, as in this application,the installation of an inground swimming pool, which is becoming a common residential amenity throughout the Town of Southold. 4. Town Law X267-b(3)(b)(4). No evidence has been submitted to Suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under-the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief relative to the demolition and new construction of an accessory garage measuring 17 feet by 20 feet with a total height of 17.10 feet is not the rminimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory one-car garage while preserving and protecting the character- of the neighborhood and the health, safety and welfare of the community. Grant of the requested relief relative to the installation of an inground swimming pool measuring 16 feet by 26 feet, creating total lot coverage of 23.5% where a maximum of 20% lot coverage is allowed, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an inground swimming pool 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 Linder New York Town Law 267-13, motion was offered by Member-Planamento, seconded by Member Weisman(Chairperson), and duly carried, to DENY the two variances as applied for relative to the reduced side and rear yard setback at three (3) feet for the construction of a new accessory garage, and s Page-4, May 19,2022 #7623, Rothwell SCTM No. 1000-64-2-9 GRANT the variance as applied for relative to excessive lot coverage of 23.5% for the installation of an inground swimming pool and the architectural plans and elevations for the accessory garage, labeled Drawing I of 1,prepared by Ray Doner, Registered Architect, dated October 25, 2021. SUBJECT TO THE (FOLLOWING CONDITIONS: 1. Evergreen screening shall be planted and continuously maintained along the northern lot line from the mid- point east to the rear-yard lot line. The present Leyland cypress trees along the eastern lot line are to be continuously maintained. 2. The Applicant shall submit a revised survey depicting the proposed new accessory garage in a code conforming location, as well as illustrating the installation location of the sanitary system and proposed dry-well prior to the issuance of a building permit for both the accessory pool and accessory garage. 3. The accessory garage six(6) inch eave (not foundation) is not to be located closer than 5 feet from the lot line. 4. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained within the proposed accessory garage with a lot line set back that is in conformance with the bulk schedule for accessory structures. 5. Drywell for pool de-watering shall be installed. 6. The accessory shed is to be removed from the site prior to issuance of the Certificate of Occupancy for both the garage and the inground swimming pool. 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 tinder this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current or fixture 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 Page 5, May 19,2022 #7623, Rothwell SCTM No. 1000-64-2-9 (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Acampora, and Planamento. This Resolution was duly adopted (4-0) (Member Lehnert absent). is f Leslie Kanes Weisman, Chairperson Approved for filing /2022 ogUEFOL,��, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N = t< Town Hall Annex - 54375 Main Road - PO Box 1179 o • pry Southold, New York 11971-0959 yjjo �p� Telephone (631) 765-1802 - FAX (631) 765-9502 roger rsoutholdtownn ...qov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 1 / Zz— Company Name: �j jc ,gR \I A90 GJ� Electrician's Name: �� License No.: Elec. email: �Cf�!/ 5� A-6 e-- 1C0A-( Elec. Phone No: tZ I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Ch(�12IS Address: S e 13A-12-1— Cross 3A-12-TCross Street: ^* av Phone No.: -741 3 3 Bldg.Permit#: email: .ef L• Coi"1 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ��L��eiv2f0A-L 0lee-It 1T 7V (5�4 'A 64--- (�FCZ ®cC777��S ( �� �h'T� Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 11YES � NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New service[:]Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 HFrame D Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION ��C1�� �� ,�4S�tFpL�C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N z Town Hall Annex - 54375 Main Road - PO Box 1179 . +; Southold, New York 11971-0959 ;5)y�0® Telephone (631) 765-1802 - FAX (631) 765-9502 1 rogerr(@.southoldtownny.gov - seand(o�southoldtownnw.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: / Z� Company Name: W16116,#q,gam /,`�s 16'0GJ6 Electrician's Name: 5.� r-- License No.: Elec. email: �Cf,�jl 5� A-6 e- sCCw Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) ; Name: / /C,(&ZS, /l0 i - w"e c L Address: S` e ISA Cross Street: /'),+J Av <C . Phone No.: 5--/6 -/7 z} _S - :2 � Bldg.Permit#: y ?,0161 email: rP.SCV 40L Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 3 6FCZ du7Lr� `>� � 1 / --h/7--S r Square Footage: Circle All That Apply: Is job ready for inspection?: YES F-] NO ❑ Rough In Final Do you need a Temp Certificate?: ❑ YES [R NO Issued On Temp Information: (All information required) Service Size F11 Ph]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect OService Reconnect,QUnderground QOverhead Underground Laterals r�l rig r' H Frame Poie vvoric done on Service? L—i LJ div Additional Information: PAYMENT DUE WITH APPLICATION 5 �c II � �� ISI SC�nCc' S rl� l o SURVEY OF -� LOT 13 & P/0 14 MAP OF FOUNDERS ESTATES GG a FILE No. 834 FILED MAY 10, 1927 4- G� SITUATE �l o� ooh SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK o�y S.C. TAX No. 1000-64-02-09 SCALE 1"=20' iso o°-o No �S, r NOVEMBER 7, 2018 FOJ�a SON J `2 00 J� DECEMBER 13,OCTOBER 6018 REVISED BY 202 UPDATE SURVEY S.C.D.O.H.S. JUNE 3, 2022 REVISED MAP pT Q��P AREA = 11,250 sq. ft. L 0.258 ac. 4. -V4 A MP, AREA DATA : \O Zn� OP Qom{ DESCRIPTION AREA X LOT COVERAGE OE ti 1 g�• tN : 0�.::::::. y P� POO\- CO C ?00� V0 ymp P EXISTING HOUSE 1.478 sq. ft. 13.1X pt3: ` a NTNG wo, ::�(p:::::::'' �O �Q EXISTING PORCHES 395 sq. ft. 3.5% '00.00.. \!P pp� `•� .•• °' tp �, � T` ��\-OG� 'PROPOSED POOL 416 sq. ft. 3.7X 6Qcep ' FZ�` I a �o �9 PROPOSED GARAGE 340 sq. ft. 3.OX N G o O co a ? GE a TOTAL 2,629 sq. ft. 23.4% POO'CE O 6P 2.•:.•.••• y O ALLOWABLE LOT COVERAGE PER TOWN CODE: 20% OR 2,250 sq. ft. 200' TOZy• "' E <: P O HIGH WATER OF TOWN CREEK. N ° O 00N T 1 (OO EXISTING GARAGE & SHEDS a.. Ga�G•!AN�&IS �^�• Q p:;: .-.-:.•.•:® S!;::; TO BE REMOVED c:. o::'''• 0� ' a Is Bldg Dept copy from ZBA FI.ai review o u ents p � G j�o�� �Pj 00 DateS / j5 J : \<^s G?5 VT �o� Tii+o,� NGF •< /%/ `r�OZ?'o � ,u: ,�Py < � FO\' 31000 Th N, , '• �+ °y Pie < 'p^F J PREPARED IN ACCOFDARC=WITH-ME-MINIMUM e 4• .a.. STAND �3 STADLIfFO PtC E�STA13U HED • a AuIr�°P [A� TITLE JUN 3 0Zo�Z� RN5 BYTHRAE SD 0oilr + i, nv 9. /O ,C'(°,.j e.Q GOC ep� 1 `bV6 iCNY.S."/. No. 50467 0' FL\ °JCI Py To THISOSUR�IS A VIIOLATION OFm°N Nathan Taft-Corwin III v e., OR• < SECTION 7209°F THE NEW YORK STATE COPIESEDUCATTW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING • .v \ THE LAND SEAL OR EMBOSSED SEAL SOHALL INKEDNOTBE CONSIDERED TO BE A VAUD TRUE COPY. _ CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUITION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jannesport, New York 11947 Jamesport, New York 11947 O SURVEY OF Gm�F2c LOT 13 & P 0 14 - O MAP OF y� I} y FOUNDERS ESTATES FILE No. 834 FILED MAY 10, 1927 SITUATE ;z way X10°° SOUTHOLD yp. RPGTOWN OF SOUTHOLD ;w GP J' SUFF COUNTY, NEW YORK S. TAX No. 1000-64-02-09 SCALE 1"=20' a o c�. ro AG<^� NOVEMBER 7, 2018 EWs° �oN O�Qsevc a' O, O . ''' �G°y ="�" CEMBER 13, 2018 REVISED BY S.C.D.O.H.S. C u50 OCTOBER 26, 2021 UPDATE SURVEY OT :i O9 DISAPPROVAL AREA — 11.250 sq. ft. 0.258 ac. v a.. .Q• 4 0�r�P� N f t• 0 p54 t i \00 AREA. DATA DESCRIPTION AREA X LOT COVERAGE a513 e EXISTING HOUSE 1 Op�t3: . q• ff. 13.5X p �� • 4 b '\�?� " EXISTING 'PORCHES 395 sq, it. 3.5X O,0-, 5��� 4' v PROPOSED POOL 416 sq, ff. 3.7X 6�e0 yCo�, N-+ 7, �"o a O�i� PROPOSED GARAGE 320 sq. ff. 2.8X t� 0 ,, ��� Ly TOTAL 2.644 eq. ft. 23.5X n ° 6D ' DRO�" -�� Q, ''''�'. yg •� i� . C ALLOWABLE LOT COVERAGE PER TOWN CODE: 20X OR 2,250 sq, ff. 200' 70 HIGH WATER TO 1 \?A, - y�Ir�A ?A::•• �•, O OF CREEK. v `� 3� 'O 9� S� E 1;i �:••••• GARAGE Fos�c °� LOT Z v5 1ye • , 1C,.,..FjP•. :;y;: 4:,:;. EXISTING & ms �. r!:yiil .:::4.':.. TOOBE REMOVED' ° \ % goy � O sts v�E s 2, ° � 4. .e O *Op,) ffl� tea• roti .4 G ° a 9 o F' FA' v 'd NINIuuAI 1. �� BY THE LIALS.AND APPROVED AND ADOPTED Q \ `j �� ArFOR ASSOC T THE NEW V=STATE I.ANO o 4 r' 4. .P IO LQT V1 a L �\ a �0 LST 00 �`` o Q ° C \ ro O:J N.Y.S. Uc. No. 50467 l� d rw • WRs P-1 ! T""T Nathan Taft Corwin III ° naN` COPIES OF THIS SURVEY MAP NDT GEARING Land Surveyor --` ' '° •a•• ,� \ � I ENBOSSm s�°srw�i INar DE CONSIDEREDG TO 8E A ViWD TRUE COPY. - - coBE Q CERRFTCA710NS INDIG1Ep HEREON S►NLL RUN Successor To: SWpby J. Isoksen,Jr.LS. V� ONLY TO THE PERSON FOR WIgY THE SURVhY Joseph A. Iegegno Jr. � �USiED ANDE Title Surveys —SuGdivstone — Ste Pions — Construction Layout G < TYLE CAYPANY• GOVT AGENCY AHD PHONE (631)727-2090 Fax (631)727-1727 j OFRCES LOC4TED AT A4 9JUG ADDRESS THE EXISTENCE OF RIGHT OF WAYS P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road ANY. NOT SH01YN ARE NOT GUARANTEED, Jamesport, Now York 11947 Jamesport, New York 11947 o SURVEY OF -� LOT 13 & P/0 14 MAP OF FOUNDERS ESTATES o FILE No. 834 FILED MAY 10, 1927 a°may SITUATE SOUTHOLD TOWN OF SOUTHOLD " w s SUFFOLK COUNTY, NEW YORK o�y S.C. TAX No. 1000-64-02-09 9 ����" �° SCALE 1"=20' a \a. . S� ro NOVEMBER 7, 2018 DECEMBER 13, 2018 REVISED BY S.C.D.O.H.S. pGN 1 o a a e O j OCTOBER 1 SURVEY UNE 3, 2022REVISED MAP �`r SEPTEMBER 12, 2022 FOUNDATION LOCATION L a 'Q ••P� � yc Amo 0 c OR ftp 22 0Z �'J AREA = 11,250 sq. ft. of A �Zo 0.258 cc. �, 0 <^ �oy a �G�\Np Qp S�Q�\G N '00fol EGA jG.spa - 6 , c \�<o o O a� 200' TO HIGH WATER OF TOWN CREEK. V o• e OCG MpN LST \ '�I Z ��� ,�0 •p n p p O p \D. ' o a s Gas r • `N 0G�4`Nam \ A �� �o �� "• \�Zy /ate N� 1 y \s \�O• 0� JGM`/GPS a O `• \ys `( T� Z Z Oft a .a STANDARDS PREPARED I FOR ACCORDANCE_SURVEYS AS ESTABLISHED Q a' BY THE LI iNO'APPRO AND ADOPTED py AO 'w�.N\ft a FOR S,L USE ,vYPN YORK NATE LAND '!_ p��N a•. ..• pE VY�¢��e' ��`•. . 0 LoT " � `mayT 1 L0 A, Q . p/0 NrY.S. Lic. No. 50467 ,Q GURe P� UNAUTHORIZED ALTERATION OR ADDITION \ FJ�- .., .._..=—Vv� ' Q' fl\ TO THIS SURVEY IS A VIOLATION OF Nathan, 77 - orwin III ° 9 Off• SECTION 7209 OF THE NEW YORK STATE COPIES O TW. Land Surveyor ' u COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL INKED BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 OCCUPANCY OR APPROVED AS NOTE USE IS UNLAWFUL DATE:Z. as B.P.# �o WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET CO[APLY WITH ALL'CODES OF, THE REQUIREMENTS OF THE N.Y. NEW YORK STATE & TOWN CODES STATE CONSTRUCTION & ENERGY AS REQUIRED AND.CONDITIONS OF CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS a3 .SOOTHOLDTOWN ZBA SOUTHOCD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES .DO NOT PROCEED WITH N`l.S.DEC FRAMING UNTIL SURVEY 'OF FOUNDATION LOCATION -HAS:BEEN APPROV_ED__-,;.5 RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conforhi to Chapter 172 of the Town Code . . . . '. • . I • . ' • , Iiln .....w...r.,.... dot':hfP8,7'.'.u:lir�isFd..•,••rlit4ti� :t;'g..:w.._+,...,.Ct:TP'r"(`+"fd 'RW:Ift"4'1'3:.1+.. o.uz,.a:' „b,Z,i,.,u:41Lw ImTrc(gg1�If1I 1 . . 7 . . . -• . :.... .... . " H � MMEDI� U LA LOT . ! .. . . t . . . L 13 & P/0 14 :--'flabfe 3 1 NaRlnr sciledule .. ., . . /7 M 7 /� Number of Number or -- r`•' FOUND P OF ' ./ C : . . . . ' Na11spacing Table 3.6A : Top not 8btionl Plate to Stud Latdral Conti actions --- ' • cemmevN.Rr , --- FILE o 8 1 1927 ' lalnl Dacrl lion Boa Ndlt I coNc. MON. D R S ESTATE S p �tn, a,;1;Sit:r"°'I';ii'1 1ir1�1P.vAi:• . for Wind Loads yC�]OS111 @ -___-- N 34 FILED MAY 0, .'ncY Sr°n'4i:t'a );;i?fill>?"Tkil4'a.liil:HP'i,X..°F„FPAMI G!)J_fi(kldcl'•a,IS:•'a); _1. � 1 (Prescriptive AI(emetive to Table 3.6) --- - - - rvt.ble3.4A1 (res Table s.4A) per fall „- --- - ,r. R.1ter to Top Pr.l■ITB■-m6■d)•, I e •ab e 3 A ,l kolin's Left to Top PMN(roe Milled)• ilea 1'rbte S.JAi (,S t 1 ,1 ) Pard i ♦ , , _. . S 0 UTH 0 LD ,■e Table 3-A sac ep '•.. , ,e■Lble3lel I p ) ; ( --�; o N SITUATE ' - eelling loi,l Io Pirelli!ililler(foe-nr0adl ( fee Table 3.9AI Bed,top ' eeT+bla 3.9A1 I •700-y,.Wh,d 5peea • . • CdIinglobtl,.prerpPrr,ltlen,IFsn:maad) I, •' per Ne 110 115 ;17C} 130 140 Iso 160 170 190 195 I 'y le■e labia 3.6) '(see Table 9.61 caner na le Hiner p.ea-aided) . 3-second gust(mph) ., , w , h i 7•ed 2-fOd each and O E IT.,n■t.flifer,r.:-n.a.dl � � scot � � DWELLING TOWN OF SOUTHOLD 3.1pd each and y 1 ( � O USES PUBLIC WATER SUFFOLK COUNTY NEW YORK " • Rlrn 601114 Ia Reiter IEnd-nanRJi •- 7.164 - `. p� e, '•Iii. 1`I Y.1V!I!•.rf;ls"(''',,• ", • 4�, a ;;f +! T= T,Lt6 tei'tli; )1 ,r!:71's)IJS'i fill A (atoll Q•: 'iE.`s si; '• '•4.` i`t"'":1J i z J'^'!3rr P:.t<"• 5pndnd tNRll Ilelghl ilei aequfred N°mber of 16d Common Nails or 40d Box Neils per Stud t°Plele Gtinneetl°n s- - ,...:• .;3I an-0 I..) A. ,Q to S. - TepFMemTepPista(rr'e.".1edl, 21-d,- .. a .. / /� /l - - �a O .__•_r_•__♦�/ r,� _ �7 _.r-� .2-15d par loot (l„:), ��4 /�� �" I M n AO,c-yrGH Z LOT 1F. C. IH/� I`l0. �00� 64 OL .OJ m fop Flat.r rt lneeri■ttlone(seep-ndl.d) _ 1.16d' - - 1 A 546b Iolril,-e■cl,W _-•-•�'•-• ;.....__. 8 1.led !•16d 24'0.[. a'• I .2 2 •1 2 2..' '• 2 2 2•, .lend la fetid(Frce•n■aed) 16J 16'o.c.rlorq■dq.i. l6 ,.10„ .2 2 Z. 2.. 2 2 O .'z x ew ,C• «.s Tp�� e1 - Il.id:risNesd■r(F■u•ilraed)'• Isd, -_ - 2_ ,Z 2. 1 4 . , O .,_,. �_-� _ - _ 3 y cRFFir c. o N 64°05'00" .E r, *1 150.00' , P zz '' e or eell.rp M.le td Stud lint-n■ned( • ' (tea i■bh 3.SAi ' I+ee Able 3.5AI Per,tud i C en \ .. / ,• r w . T p Tab e A 3.0 . .Ridge Tension Strap Gonne Li Rsqulrements for . r . s DRNEWAY . 2-I6d�•i Pirfeel . . ExpaiStrot�'1 ... . I l �/odr,S'73' ° m at '' �r zm GARAGE i o sono FPt.iaeileerlabl.i:ndleht,lna(eia 2-16a' , . .:. Wind O `f • ' - m . ,.? '.• , 4 e' ASPHALT i-��i-•i-������r-•r•i--�--�-�-i^ �? WOOD FENCE ., _ dr■lacking(Fittnsnedf . - n,r. :,.,. ,.:,r•1 (Prescrlpllve Alternative to TAble 3.6) 6 ~Q•42• - ____ V r • • , 6 ...,. ,yr ,,tt`` }}'�(,�. Il.. 1:'J) ,,.,. ,.,JI 1'f'l,:ti f 1:: I�PAM a i;1,I iko'",I Yr::'4rl.. ;,A:1 'I'(F1'Je..l r. P.1 .r.1r11. ` v ✓✓✓✓✓✓✓ e EDGE OF fll.1 I 'f i 1j 1. .r'rxll's'haf.,J..!{?ref6 t. FLbOa, IN.. f 'n ?• . . - . o ' • 1"Id le SII!;Tep Pdle■r Clydar(Td■-naa■dl '4-Bd 4-1Ba p,rl.h,. . Deed Load Asstxnpt)dns:flopf/Ce111bgAssembly DL-i5 p5( Q '' ( r ° FOUND BROKEN ✓HEDGE R✓��✓ erld'eing to ld*t(T.:-ni8edl ,. ' it-■d'...,;: 2-tOJ nch end. , _ , ONC MON �0 (� 2•ed •z-loo :.ch end Ina.Yr.wtnb epees 0 Z . I C I N :ILIVAlnt 1.lehl(T.a�hraed)',., ilo , 1iI .., . 136 Ito iso' flan 170 Ieli !9l•:„ O _ ♦ - r • 1-16d'. }d6d eachb-1, and full(n,Phf . .n eleEMng,.na m rep reel.(roe-n"Heal " Solea ! LO '' ) z Y t N °' "� /;/ arta' •' 1.16d "blot I° r ,', Iaager St,IF 1.8:am(iev-e.aedl ,• e,oil P" LI'i.(t.r.i N ...) ` e _'!I-ed • !-lad '. P I , p..I Midi . , Heels n %Hu."6.r or ed ceinm.n IJ.Ih.r lad ilea fhtli M arch and vl!q/4"ll;d I W 4 f,f' e) 1 O .f lebtontidgerto■ermlTea-Milled) 446d P•rinlst t .P �I' T 13 ` , - . , , S 1 . . ,•.. Mind Mtit agl.lrt IEnd-nia.d) ,• . - ,. - . '' •16 -per loot 12 1 1 ]. I I - . . '.. 4• w I - 'I I + 1 01 N d olrtl•Slaoria Plate(Te'Walled) 7-led 3 1'. • e PLASTIC at tJT sen 1 •: F .. i h e f r •= N I� "i r.:; ter. i I dr'S'+ 1 FENCE u:" i , rI: IN 1 't A , d d: N ,tll7F ori•. r i � ',R •r i D T , :t ,kl y ,I.' ` .lI i'I. , ,F ,l 7. tt r" 1. �14 1 h.. 'pier. O � 1, '-I ';i' I Y. I' x r "I. �'va w: 4, l f I •ri!• , •-r2 la 3 ` a it ) sea a .R''� 4 7 i'' '7 J tt �.,+ 5 'r. 'I Bd' t' � 1' . c t (_ r �I' '� � 'y d :I >` 6 � rr a j} l:`. - f :.fl : 6 rT I 1 7 L` I I ■ CII ,1..� I I ! O ■ n �7 wtt IP •7' ,� t4 �i m od! 1 .I `3' t Wo t I.'� ,::1 - �I - O 'S i 't, �, 11 ^6, 'I 3_ i , 37.4' n ,I.! r I it I "t• . :,,,, , 1'4t n i I' �l r r. I � +'7 l•, s I( !''I 'I I .Y I� � C 4 '1 7 ''�t5, .o i a 7 r4 d d .Y..; ..aloe •] r , .,h'' `;f .. ,: N a l.. :'r' 1 P s, A �lu G s f:i P.. N I4 ,i. I, :rir 1r• 1 -' i' •1 k n t f ,t ta�l�,i .•i,I ,�.1 -I ��.. ,ids, ,,(� k .:�.. �. �� ,r� �- ,•I itatlali ,,..a 1-v X} 1 .i I x' ,7,&,. :..8 : �e�l.. 13.8' •--= '�'-• Sd cooler, 7"edge/la"Held • "t C ••'.:.. anha■rd Sd moles 32 .2 ,2. 3 3 4 I ""' • `. . � -�•�--1--�.".."� t � 60.4 :�::::,:.-ti ) f .I Gyprum W 7 e 9 0 v .t'� x.1 A .!i` 5 ti ..,�: P . GAS rAS 11NE- , Ot a t , J '''i's-`4. _ ,l' , GAS oAs- FTT i .' tI11NG•$ klC)it.. ti$) .Pt,F, 11 I 36 z ! s i S. d s 7• e: tF 1S:'I Ir31:;;'dt,1.a1:. .tl,Ira.i;;WAl1s1-- oAs-oAs .r7''•.i:0' ?ii?k': 10.0 ) O C Ei .bla 2.11 �•"••"•'• 1^T it3 :Pet ■a. loo lief t 1 1z 1 1 1 /. 2 I z z 3 3 �1. Q J ,Fid lL' ::0::::::::::: W..dsnuttunl Prnelr I .. Panel. 16 : j . f j' 2 .1 . I ' 3 3 3 4.. I r r WATER LINE n / ::.r::.::::.: ) ar.dur•I elb:rb `rd cid v 1 r f g 4. I" t 't 4 3- W . r -; a 'On nn }:' i ', •Iv loo 1.i" f , .r v' 1 'b 'i'' 1 f•e .t a, :•�'': , '1.� '1't:'.� 4- !3' :7i'r .,T ) , "•)• .) .I, $i-',; .ars '9 x' .�. 1.4' !r F ( 111,. "'♦1-1 2 S OR .T �' "r i, T. 38.2' HOUSE r9i ::I6 . $ :.. . .:' ; a"he.a ri, I. i fie 1 - - - - o.vo.t-1/zlontc7/2 1 ,Fp7 "� t'( ' :0; �fy,�(,' .�. ) .� J. f � I :,� rJ ^/ v 1 LfE :i .7,tv .Prr b I'x;': ,.'I f.t 4�,t',112'1;'i; .,•3,p �,:. 4� i"I: �,.,f:6 _ --._ _ ..�• .• jso : n (. d :,flop,: 4.; ,,, - 3 F k,.liar,• . sI'.1 ), ' :,..:I. (;'1 .d.R l,l, sl _ 74ME HOUSE Bled s/s odd : ]! ,, 9 .r IL, .r 7. :St . �, ,I 4,,: til' ) U it ) neo a'a•g 4 ,i8'44. '.1,II ::7.' .d d'I S i A.,, 1• r .I.• �,� 1•j'�.. 'tv:i ! J• I `I 'i O _ fel ,/�� t .... :73/31 lee::j:ld. p t #:e..TrM @.,Ji.,d:1: ,ti .,, :31.-:e.'1 .21,a aal..d�'.,r!'.t15Tt'•7,$i�3 'R. I i,.e,: ,!I.:..11''` :.11 �C z 10.5' 4 BEDROOMS I bp■JI ! ) . (o.i2tral•3(a.!eng i 3/e. . . . ' _ i 2 2 2 3 4 4 S 6 6 3 7 ., ,,. . nYP•a'•t4rrllbeer. . • • Sd moles 9d ioolere "idgi/1a"Held -_ 36 , I 2 1 ; . i 4 •5 , 5 . • 6•. 7.' 8 , _ t 1 rl: ,l:I'!'r.,n L., ;!lc"Y i ''11P'-'1!t.. Iz 1' 1 1 1 1 2 2 i 2 . 7 "� �v x a 1_ 1,-.:r:,,,Bells, ,.1 �+I e 1 , � it ) 7 'YL`' .tlt.`rJ:,i'f"l .r,z trill:+.:)( ii(,,t' pDoin jpmrs,L II J i Ss t 1 ! 1 1 i z z s !' °'� z" + P/� ) v o 2.1' rat ) m ., P f .tf t ci:L+6 F 9111• i I N w P t 1. ,� .;,.• r•)q•e!r,': nT'rI @+:9' a:;'1 1! •nl' ;.q gl tS a'•,.�{ I -I A o . ed Slru Ind Prnalr ]' ) i.a i r ' 1, a d••I, /� ,r, ,{. ''v'2"�1 '� r•.Z ,e, ',a'Tj-. ,If .,.'. l pl 46.3' �N 13.8' G W. N _ J 6 ode/1!'llel . {4, ri) ,�e. I,ip,'Y ri „lr �. .rl: '1. ,P.r. +J .'�: 3. .1 ,J. •P: fes:'1 �e-��--�p��y(`(� ea'. . .. '!0 ■ 4 Ri12 r' r R '.r 1:1 1f it P f I' i I' •dr l.. I pilli.�: *f .I" 1' t i �r •G/.. a' C' v` end F• t•r.r •:3• �• J G _ e I!" )) 'fit(j r 6 / „. OVERHEAD WIRES lid t � J •1 '.4.. 1. J'. o• '�r- r gg t Y J t. 'a• G r r, r.+n F r ) _ 1 , �t qq 1 >F P. t• lr. 'Y O S �i ,� ((til' }?,A{j��r.;, r, j" _ p t 1 iy .Irl n 1. -- r- c ■ h - :r: d: m VV 18 r 3 L, "�, p O d„d. k�E �4C: 1t x� rJ et. "I. ':L. n ,. 11,4 e. ( l`' �, :! r, i, - 'I ached,aee,hap •f2t1T• x •.� .�..�:. � .�ir ��.e'z� ,!It'•:.,a,." ::I.'ll :�;4�� � WALK . . Nailing requhamenu ora boat en wa0 theelhing Malleo a Naha,pn;center d the penal edge.Mlernnlva nal ln6 7,12 _ , '•ti ridltn'1:educed,Por axirapley xw'an stre■th,ng b n■aed 9lncber on-rimer dt the pine)edgi 1. v s1, 7 i •2 i ' 3 9 4 4 5 6 bli us:d where wall chinhlilt g k `-'-1 5� V tu■ a baro Boit b:doubled,or ohonrle connecter/fhrg a .le : 2. „ '2 2. I' •3. 4. :4 it b- 1 1' ! I A Q = •••,••• her ear ei ic,nu..Mn reridl,emene rpr nruc I to m - i • etilitn 6lg rh P 8 •. r_ .- ►' r f :T�,.'!:'::'1 �,.�:,.7.y; .! > C ed le melnl■In lha to rd ith. . ' • n p ' !t' r O :e le :a to bi San+ V x V N ,:. ..mm .w i i .:::.. ' i none. 61. ~ r •'� $,,a,• J•'PROPOSED 1 ) m c7 i' nNm:'.e':.rklnn.[iraan.meh..,h+tib t•,eanamb•re P able S.9A Rafter/CelllrlgJolst ileal Joint CorinLctlon gegsilrembpts' 9 s. :.. La .- o b'i �/ ' When wca,eheathlnibn v 0 LO Isanr6'ert..L : -' ✓ T i �• _ o-e P/ T 14 ASPHALT R AY p'J �. ^I._ r• ''6ARA6E:': J B (J1 O ,r (-ieaerlptive Afterhellve to Table 3.0) a y r' v nchor ,l l���� ---- ---- ' CI1 Y .. a. •. . ' : tw:�i:':«r :3' c 0 oundationConnetitlonls(A O$IM�'� - - Table 9.2 Bot tomPlatet F wA. r •1t. A ... tl' • . ::::. ::.1't}:2':f' O m (y '[ C : Root Llve lead .-. ,.. G :I :� . :'• .._ om Wlnd , , . rpundHriowloa8'. - - - - - FG.ND O tin Shear LoatJs fr :•,: ,t. ale Lateral and ...g . : • ., ,. ,_�._..'.... Bolts Rs $ __.._..._ ___ _.___...._..._._ -_ ...-.. . ) ��� ., o s f - --. CON(. MO B , ..I p 1 .... .. "30 sf. ,. .t •.60 al. - ri-i-� �'- C r. p P I sl- I E e e Iva to.Teible 3,2). .t.:. :':I::.n..,, -.. crl tfve Alt m t O.L l es l^1.' HEDGE R�y� 41 1 _ r ,...t. RvvlSpnUq ,.. 1.' i .. .. r .. , I I. C- ,. >. .,.r ..,.r.... 1. ,'-t, ,, :. 1 .. . .• 1. F .I ,.a , I...- .J ,.,t.),•.. ..,..,. .,,• , - p1S 24. 86 12.. 24 .a6 12 • 14 36 ' Iz . . . ' _ --`- --- I 24: .t - a R O I .. 1 _') t `)g I '!I LV°'•: • For Exliosbres R S C M id dl Wind peas_ t 36 t w + f °e 1 < < ~ i . ti ! 1 ti b WOOD FENCEC+F 1 I). . ;';t ;',L. r RNfIPr. i.r.l.r.a, ( `1 . i /r i �� BRI (:URB /// VFO k a :•!*"!.' ocher Bolt Irehei'Slope' hequltad Number of lAd Common or ADd.ba Nilh par IleiUelnl Condbdlon, a© O w - V /�_ I d• 9 ',r ' P 9 [- P S i:•'i.'. I' ipe'li, I 1 �' / f I I:IVEWAY O. '1' ''Anchor Boll Dli. (ICS.) M•S!ado Aln.i i Ili I"' _ „ . V . •: ASPHAL D• S 6 4°0 5 0 0 W m X1.,5 0.0 0 F.+ r' P aI It•:+. - 11 8 5.' B .3 •6 9 9 13 . 6 12 1) ' `1 . ,, ':. I I" .31 1d . 4 ,7 IO• 4 d 1f 6. fI 17 ,a 19 'i 1'at. A I a - 5 6" 46, MIX. -'- -- .- '.,:.:_ I I .KOTE: I 3 4- 6 3. 5 �7 _4 0 PUBLIC WATER. IL 7 to 5 9 13 . 1. ALL DWEll1 GS WITHIN 150' ARE CONNECTED T ' i P aserlptive Ilmtb are bdsed ori iisumpjloris Iii table'-I- -' • - - _ _ ---_- -_- , - - - -_ -_---_-__ __ ------- -- 0 ------ . ." , ' j en mthdr bold life used Id;cela upllll,liletd,and ehearloaJr,the mehlmunt dhchor bolt tpedng!hall nbt excleJ 4:12 In t.. . _.� 11, 3' ...3... S 3• �. 6 .. ,. 3 6 83• 4 7, lesser br the libuliled JaldeF for uplift!vada(Table 3.N=)ar Ia(erel and shear Iwds(Tablb 3.18).For vlher anchor .'( 11 - LI I ".. �� ~ L07' 14 t o in 9 4 6 3 5 , J 4 7 11 s 9 i4 - ,..�. . L-/.)n/ •Q l , �._ DWEL NG �_ . s � / . _ ..-. ' /'� 4 m titivne see 5ecllvn 3.2.1.7 and l.LL.3. ,5112 -'••-•-•-'-• '- - nu n 1 :. �- -- - - - - - _ .. u Bu 1 -- r oleo i1 3 3 4 3 3 4 -3 4 6 3 '5 B'` � ! \�. SES PU C WATER C• 5111 or Bottom Plate to Fou ndstlon,Comiectlails �" y �Q ^^ •• - - - - - -- - - - Table 3. ExIaOSo a P' i. 9 3• q 5_ .3 S. 6 4 7 f0 I �'C'~ ���� j - '--- - - - -_-----__ --`. �_• ---- - _.- C' :(Anchor Boltg)Redleting Uplift LlDads,from WIntI 11_ All• I� - ---- 1r 3 : 11 i ---- . b e 3.2 ! r �•-_ I \/ - - : - �O 1J✓!� / -" �IOn�'If� .�°G/ LIQ 3' 3 3 .3.. . 3.. �3. .3~ 3 5 i 1 6-._- � /I'/O�` /C/�jC!/ , �7 '�`� �'� f' - � '".-- (Prescrlptive Alternative to Te I ). - • ��(� Y !=T .. _ - - -- -- /►/'Q'=' _ - - - _ IIB 1i5 Iza 130 140 151i 160 170 !ed 195!� f:!. ! 18 3 3 4 3 3 4 . 3 4 6 . 3 s T( -�_- - . 6 ! Q .teen Y 7ud-jt.WlndSpaed3-aecendgu,l(mPhl.�. . .. 12^- 3 3 3 3 •..4i•3 M,.3- 5 � 4 ��3•. 3.. 5 i I /•�' r�i? , �i�� �u -e /V/°'•I. `7 .� /� �� d>� it :: ', _ .�•7 •:-_ ',;tAhebvi 0-11 s ecl"g(In.lbl-_._--. , 2 __ _-. _• - - -_ t��rrr - I . 16 3 _3 3 3 3 i 5 3 5' 3 4 6 t I ;.3IIla.inrto .PJr4 te,E.V"A.11pn Anth r• _ij;.4 "• �- ;. I . _ P ,., _ _ - - -TBV'nd■llnn luppdrtlrig- _ ._ __ 11.1, ' I { • ....'aa......_Nal,c■rnt■atlon ni,l,tlnj..-- .Sire- ._... •- - . "' s o ones lahje 3:10 Roof bheallslrig Attachment.ftequlydinents frit W61d . ._..:."-.:.....:........ 4.... .. Ex�iasurel� _ I t `�'x ' .•1.1slvrles .71 •71 51 43 35 30 21" 24 II ZO Loads �. i Z-�' Exa hiledv :ones f i I G 7I ti, 66 50 Il. 35 31 to 26 .23'1 i I. �4'L,�CJ'i+�r'y AREA DATA • 1.311.11 1 peed 3-iicand gull(mph) •1111 115 r 110) !30 140 ISO� ]66 �VB 180 IF - , -._,.-- � - . . 1 '-qo,l yr.wlnJ 5 1951 /� i /l `eT upnh total .', B'En Innes •.• _ . r ) DESCRIPTION AREA % LOT COVERAGE 1.1 dories 7I• 72 66 51 42 36 31 I9 II I3 ',, I StRUCTURAI SHEATHING ' ( • ,; la6 ., •• •' Inlerlor Innes r .. .. 1 d0 49 42' 3T• 34 31 Zl.'` F -_. =..i .1d)lmles 72 71 _..._< ,. - E-x �1 j f re ... '- - - •• ...- ---._..... __.. .,.,. ---__. ._._._ E F E F E F. E F E F E •F E F E F E F -... .. a .- ---'--.. q 1,513 s tt 13 5% - Heller/)riff: EXISTING PORCHE 395 sq. it 3 5X j .. _l� g°� •8 J���gggl I: 1 ` S �• Q 1 �.e�/�l O$���"�II•'.� ' keming .Reiter g,In.; M1laalmbm Ndl Sprdng Ivr ad common Nslb er 10d avN Nnlh(Indio,M.c.)','l{ ! Talfle M .4 Uplift Strap Connection Re Illrefn lits(Roof tD•Well , l i ' Shealrihigtateu." 5�edlle Sp■dng(In.1 I; ".. . 1 j'.T, PROPOSED POOL 415 sq. ft. 3.7% Wolf-to-Well,and Wall-to-Foundnitloq) 6nvny+d t (Prescrlpllve Alternative l07eble 3.4) I. s 11 6 11 6 '!I s I2 6 12 6 1z s 1z 6 iz s 12 6 1 j I. _5� ;)Ve PROPOSED GARAGE 320 sq. ft. 2.8% '/'•' 16 6 1I 6.1 Z d 1 l 6 12 6 12 E 12 6.12 6 12 6 12 a•i j ''c'"" V Dead Load Assurnptlons:Roof/Celllhg AI1s'I cob----- 6 Def' Y. 8,49 I TOTAL 2,644 sq. t1. 23.5% ' -,' 12, 6 1t 6 ]26 lI 6:12 6 12 6 1I '6 ]2 61Z d II 6'11 1 <, _ 1s 6. 1I 6 •11 6.tI 6 12 6 12 6 11 6 12 A 1t 6, 1I, s 1; ALLOWABLE LOT COVERAGE PER TOWN CODE: 20X OR 2,250 s it 700-y Wlnd Speed ;if0� 115 11a� 130 1Ja 150 160 170 1ta 195 � ` I Inteiln,tone _ © I S ' _ __ ;3-P'cv d goal!mph e1. f r •- i2' 6 12 6 12 6 8 6 12 6 12 6 12 6. 12 6 6 6 6 6 6 v ' ` q . • . • Numlber ar ad common Hill■or lad fox Nall$ ,.F; _ - Roar open - 4tM •Fnri,lnj Spe!rig hn.l M Esdt End dr 1-1/4"R zo lege Strep-_-__ - _ - •.'d J 6 �I_6 J2 6 Z 6 2 8 12 6 6 6 6 6' 6 6 6 6 6� �, \,4�'� 4 I 11 6 l2 6 I2 6 11 6 12 6 6 6 6 6 6 6 6 8. 6 6 " d� , ,,, 6 7 6 12 6 12 6 6 6 4 . 11 I - ....1_._._ ._i__ 2 i i 8 6 6 6 6 6' 6 4 4 I . . .. . 6.Jt 6 4 4 4 �4 3 73 4 4 I• pellnleler tllge Ione 19.2 � B 12 6 ,6 .6 :6 ,6 6 6 6 6 4, 4 3 e . ]A i j. , 11 roll',. ] .2 p ,'I�F Ryti t'tS l l.r�i. a1!` 1 'i'(t 6 B 6 8 6 4 4,J _. - I - - ,W" I;,ia'l�il l j' y, ,; :lie .i i,7j, Y.li,,-r�- .� nil , i r ll.v 'Z..'•��..,[t, �E:1 1111'1. BAS` 6 6 6 , . a'• t�.T,. I .', .I: {I,''r,.I 1': ?44 l I .";, ,.{,iiPClI15�Un,l? I � j{.(�ll�l {v'I' '�r!!..lr',Ifi ,°ahl.*nawnifnekeor . 1 p .,1 :. ..Sr, S1.�i` t'Ir 3' r''�JI�,,Sy,:,,d::!'.,ICI ;A;�:�' I ._1,}1.yo, „,yt,lea{(f�+.S,q�,.1,n,I,Se!itt?[y:1)'gp¢$,: 1 16 i.,,,3 �tI,!(gry��I !p]t; :.f , P}'}r I y. p;�i rt,'�12F-`jtp:C•f,'71� I• i',J ��t, .114:f' tY elle,'I",';tl,Yt•;'11,L1i.d;:u:S•:I,$) Yllf with Vp Io 1' I' jitp, r!'+ �?},�I�,)3�1�rI1r�,V7I�:Itp 2"b'-qy 1,!'7' �Iil.Ihi4'i r :td3A9c�.(i.fl:,, >r) kLtS' ,.,. . Rake ton, .6 d 8 8 6 4 4 a,') 1 Wj;11:1,6. NR�; 4't?k . ir."i 1 '1IS r1Y_d 1?d}'{ 4 4 5 6 7 s ,1 - . 32 ; I z 3 _ .3 ' .7 1-ate...,I vn -_-_^. _ _.___-. - a■Ne O Ihehg 8.41 ! 4 5 6 - _ .i - TnGle 3.11 Wnil Sbeatll(nd and CladdfiTg Attechinent Expo�,l1-urd' �O ®' I Table 3. A Rafker and/bP Gelling joist to Top Plater,Lateral olid E7C�OSl1�"G' Requlrenients for Whrd Lvadl;. ': �l . Sheaf COnnliCtlOn Regtilrement9 f (Prescr(ptive Alternative to Table 3.4) � eo 9 i • •.• .i Ton-yr,wend speed l:recenJ gnrt pnp1,) 1L10 ' 114 '126) 130 140 156 IB6 17. 1 195''� . - . ! ....._.... I _ I lTRUCTURAL SIIEATIIING 700 r.Wind Speed •110; 115 r 120; 130 140 150 • ]60 17G SBO• 195 1 �E F E F� E E F E F E F' E F '.E F E F E I%: 1 � � 8-Ie Bnd Wt m h - - Stud Spacing I 1Cl�<�>f Wall riumbei of I!d Crimnlon Halls yr t0i1 avx Nd1s(Tvei,a a 61,di,l Ing ln;a,lont M..Irn ort Nell Speclno ler ad eemmori.none or lad Solt a .(Inch),,:,.r.. "� 1 PafteiJC IIIn6lolst '•'•••� (inches,D.C. I • tlelght " ' . Sped g(In.) Rlquired In E■ch ilnfter■nd)or[Biline lvlsl to top Plele Com�ectivn ,12 6 12 6 fI 6 1Z 6 IZ 6 1Z 6 1Z 6 12 6 12 6 12 6 17� I.� , 1 It.'.. .. I I' 3 3 3 8 ' 3 3 inlml.r2m,e 16 6 12 6 12 6 11 6 12 6 12 6 I2 6 1; It t 11 6 12:! . d ? g 3' ' 3 3 11 s f7 6 12 6 12 .6 12 6 12 1 17 6 12 8 12 6 IS 8 1Z: I �' .. .. _ - . 3 .,• 3. 1• 2d . 2,.. • 2 2 I '',''- t 3 3 I 6 12 6 12 6 12 6 I] G 12 d 12 6 Il It 17 5 12 6 62 ♦ � . 8 I .. I I 3 3 3. 3' 4 I bal...nlnr'Eill,Z-e 16 - I '/^ / ' 6 '2 2 3 3 3' 3 3 n - - V'/�r�©� '/ •,' /7i ir��/'��r ;��'r<I�� �l��.d%/���+"'/ '�' 1 �!� lei I ' . t f 3 Imo hear a l .,•, .. r_....... . . ... e • ,_�-------. I .Ta T .l.7D Shear Wail A95enlhly Allowable l)nit Shear Gajlacltles,MltX nt S '.••...,Vyall ' -/- /�/'f � � ;•� . . . . . Tek. 3.1f� Shear Wlills Reslsting Uplift anld Shiiarl EX111t6i r godment Aspect Hallos,Hill ShesthingType AtJJu6tments �� <�p f , ..1 ' (/_ /, lel�'/r!T' .j"•< � to . p.asicllplivO Allemative tD Table 3.4). _ . r.• . , n�. A5o UnllSheir Minimum Shear 'Sheathlnl ijpa - - -- - , 0- r.Wlrid S eed 3 second use m 11 Ilia' 115 'I2t' 13D 140 150 160 1711 160 195! Opacity or W611 . all,Segtnent Ad ustmint Factor.• H, 1 I LiS::. ti*i,'.,;I F�.P:::'t:r,liq. I Top&Bottom GI• Entellr„Will Sheail,ll,g:;;11,. •"•:'•T Nolle and Spnclrtg Assen,6ly(pill Aspnet Rollo . "•'I') Ilequlrementi Wlnd Sefan,le Wind Selantic Wlnd 5elniac Wood SjFucliirel periel Sfiear Wall Pane(Ndlllnj , interior Will5llcellting. : Requirements. l(egUI merits MMxhllllm Roof Span(FI)as Nell I' 1/2"Gypsum W,Ilhoaid iUnblvcked)', Sd Cooler$tells r !00 TDO' 1.5:1 i.5:] 4.36 7,77 ���� ���� . + u. Sheat ting Sheaf Wall flows 9 hnaxhoum slut rpadn�16"on center• 7"edge a),edna .. / �} r �. ,.�,�/� ailing N51b .r! `: ei'n`fl ` q.Iig. bloc ad(' '11 ga.gbly:io tong. Thick ass N In i)f s3 ill 11� �( d ill .,•I L - .l ILrI .�_,' S.. Ie' ,' Halla=3l edgesp■dng `-_ -_ ■. _ .. 4 . (i, ')1R,•„J. 'on center °r ed Common j+ ,r meld,;i i dtu[ ay�fn +F, :' I God 3 36 32 24 12 ---'e 3 6 r 7 16; 'ni✓15�7Xnµh of�' Iliiclural PenelE i �;Ad c6mirloll nillf:" -� 15J32" YW Nall$@'4"panel , 6 36 32 24 12 t /. t�',•!:,,v: �d'e'i ac ri .. , y 36 36 36 36 36 32 '28 20 16 12 I; (Bluilf) maR -' -- With 4- cW of li,ihln;ludrvacln636"vncenter` 6 -_ _ _ _- '!". P 14.. r edge spacing end 2 f 4 f .__ . Piles)aving 3 . 36. '3. 36 36 36' 36 36 .36 '•32 4"'; - ... _.___.,-_ __-.-- ] . . Iz"flild spacing - Uz .49: -- --- ATTACHWENT ) V.ER. . .. - . 'SP)rletLT ROOF SHINGLES(NAI TNG 89115 2 5 �r _ - - G LN I�,.lt.�,L�iMES: r - . Le1n J 8905.2 6 0 _ _ =--- - --- -_- �- ]5#F I LT(8905.1.1) OVER'/1"CDX PLYWOOD - - 'I111.tSli URAWINUS HAVE 1)E�N 1'I2CPARCll UY Till,UNDERS GNEU 82 TO TIIE BEST OF TIIE UNDERSIGNED'S IWOWLEDOE,13ELIrF�. , SHEATH:NG OVER RAFTERS @ 16"O.C.(SEE PLANS . • . FitOFiiSSIi INAL IIIDON11"N 1,J1Rr IN CObIPLIANCE Rll'1.11 TIIE 2 20 RESIDrN•`JAL CODE Ol'NEW YORK STATE. 8301.1.1 DrSION CRITERIA !FOR SIZE);2"X4"COLLAR TIES(D 32" O,C.i CEILING . ' IN AC:COII hANCF-s ll'ITII'f(ir AMrRICAN WOOD COUNCIL WO D FRAkft CONSTRUCTION I,IANUAL FOR ONE&TWO raI1LY �� JOISTS(n;16" O.C. (SEE PLANS); ' . D\VrI.IGIhI(iS(WI'Chl)2DI81iDi1'ION. �' . . _ ' , 1d ' '. . /F. . �. ,�1LCL111'li.(:'I'IfIi3 IJt:)'1'Iir1iN RC 1'AIFIL p FOR SUPP,RVISION t 1'PltO,►EGT;OR DESIGN OF ELECTIUCAL,HEATING,VENTILATION,AIR � ��•- �.' - __ _ . COhll)fl'It gJINO OR PLLIAlR1NO WORK. l.1CCNS13D CUNTRA.C'i RS TO INSTALL WORK 1N ACCORDANCE W.. 2020 NYS BUIhDiNO, % re 1'LUhII11N(1,hitiCil/%NIC;II.AIJDFIIEi.(IASCC.)1)F.S. 'X VENTED,BLOCKING . . ' ` METAL,GUTTER OYER FASCIA ___.._ - . . - CONGA I•.I'(;N4'OICK SiliM.1,CONFORhd 7'O'l'l lli 2(!2(1 RESIbE--H IAL CODE OF NYS CHAPTER 4 SECTION 8402,8403 AND TABU.R402.2. CONTINUO US,2".VENTING SOFFIT. ." II • BCAR.FOVNOA'110N SYSTUhl ON UNDISTURUI'D SOIL,A11N.S IL BEARING CAPACITY OF 2,000 PSF.. STEP CONCRETE POOTINJS A ' . I:OUNDATION WAIAS AS REQUIRED. CONCRF:1'E PRO TECTIO FUR REINFORCtNO TO BE AT LEAST 3 . , • a . . • , . .• {. 4� SIDING QVEIL,HOUSE WRAP - , ;, h)(JISIICI)ORf\LIC SI IALL PIZ0VE1)Li POSITIVE DIL\iNAOE Al A)'PROAI BUILDING bk NOT ONTO NEIGHBORING PROPERTIES. _ O VER t/i"CDX PLYWOOA&/OR%"OSD SiTEATIIING : . 6 OC t N ` „ OVER 2X4 .WOOD STUDS n a TAd.e f1A0i.i IOIS'fS,S'I'I IDS.Iit..001 1NCi&►3It.\(,INCL SIIA.T..L,13G ITEM-FIIt 2 OR BETTER,FV-70 PSI,FB=850 PSI,E-1,100,0(10 PS(.. ALL SA14iJ BEAMS, , TAtlLE t1101.4i, ' • MINII4UM Bl ECIFIEO COMPniSSIVE STHENOTII OP CONCflETE 6 , '' . ON 1130i 141r11MUhI U1'IIFOnMLY DISTRIBUTED LIVE LOADS IIL':11)Iiti.5,L'OS'1'S bk(}IRl)CRS,A"NOt 41NA1,S1TAL,L Br DOUG FlR•LARCIi#2,FV-85 PSI,FB@825 PSI,Es,1,400,000 PSL. P.nJ7Al.LA>vt (2)2 X{ TOP PLATE . 5E TI (Int pounds per squara.lovl) '-. , - NI M BrECINEO CTD TR RER I ENDIIr r' DE;;rtw CBI'i'V UA!FU>28001'Si,FV=190 I r,,E;2,000,OU0. h11C CiLLAA15 A PARALLAMS SHALL BE'TI2US-!01ST MACMILLAN OR EQUAL. ' t)ESI N i✓RITERIA USE • 1 IVEiOAO. . . .. . -.- - 1t% An LopAnon or concriet�cdll6thUDtloll. •• Wolhming Polenll.,, _ Ai.L 1:0 ill.INaI•ALLED IN ACCORDANCE WillI TIANI.)FACTU RS SPECFFiCATIONS k DETAILS.' , � � .. . 301.1 Ap'licetlon. Bu(dings and stidctures; and parts ulnhnbhnblcnrlice Whhoulllningo ," III Regllglbl$ Madenle 6e�rle _ _ R p su ort ell loads, U . u led fo solei- pp ----[- b' ostJ to i Id ieo(her 2 5011 2.300 2,500` AI.L.RUII(11 j FItAAl1NU hllihiBliRS SI IA.I,I_.HE FRAAirD ANC.!OREll&BRACED SO AS TO DEVELOP THE STRENGTH RiOIDJT'& �� �� • • • thereof, shall be const, W , Unlnhdbhable nldcl will,lintlled llornge . 20 D - ad ' oof loads,(food loads,an0 IJnAenlcnl Wollt,fognJnitnal nntl nlhcr enuc,dc Hol 1p , t O - c udin dear)Toads,live o s,r e lace d nrn a floor slot i . 2,500 2,100• 2,500` IN'I'li(31tfiY FOR;1'IIE PI-IRI'USE IN WUICF.I 7'IICY ART;USED..N IL.. .. CONNECTICINS SIJALL Bt R1 ACCOItAANCE WLTH NAiL[I10, \ \ /6D/glAw�' , . in l g ads a4 rescribed b' this , • _-_ • n� d nods end se scold to p y I InbAnhli nlllcs and solea served who ilged slnlrs 30 nvacmcul slobs,Hud Inlerinr 11nbe on g,nd, ( g B . loads, win 1 SCIIIiU[A,.1?„'I',1BL.E3.l UF'fIIC ll'FChi 2018 F!)I'1'I(]N. ,. .E C F � V "n of buildin s gild sweenies in accor• Oelennl6e ixlcdor)nnJ decks'' r 40 ' z silt, 1,000!• 3,ouilP ' $[JRIZIL;AN);'STRAP = H7Z r ode.The Cou9ltvctl0 g ( Iln,6menl.wnl%roundnlitul Wall',i%Iclhit wills dnJ olhtt verllonl rontlele c S111fPSON'11URRiCANE TIE DR 1%" L.J rr 611. f this code shell result In a system 4o vd,k eapumd 1616!v e I „ AI.L S'I'RI!.41 t IRA.L S'1'ErL CUNNL'CfiC.tNS SIIA(.I-.BE'SIhIi$ Nr'AND/0R EQUAIa 711 CA.GALL.ST.IL'ViPING d�--��' , dance with the provisions Ile dlenpes.. I.•. d e wen0t , " • n nor q • nil rn ell 1 ' y�- cr e de' a com tete load alit ileal mee[s the tegwro- r. ( 200' ntthe. P:nr(vA linos e,,,l glrpc eahneed ha , 6 1 I 2,SIX1 3,0011'' 1,50(x' I N elG 4 02 That proVl s p P In U,Snrds Hind I,enJrnlle• ...,� . ...oral : .. . ' : :.., . . '. OU 2 1 . e' o[ Iolidt Goin their point of ori$ "Tom_ lobi• i.' tela' „_-.-____ -. �_, 1l't)OI>IN CON I.AC:1'lA'1'1'1i C'UNCRIi'1'L''1'O Uli RCQ'f'ICEA'iP LUkIBL'R. TNSTALLTERAIITE SHIELD WIT![A POLY BARIi]ER IIUT-Dill - • tneidi for the tlansf r ---* - --- T . . .. . OUnrd In=NII tompdnmd -). S0 -- ' through the load-resisting leroenls to the foundation.eluild=, n TAtlLE n4al,n,1 -I CIAI,VANIZrI)OR S7'A,INLIdSS S'l ilii.FAS'I'IiJJIiJtS UNC.1'1 - ; e a rescribed b this cele are Pnlsen er VcMcls gnr6gce', c 50 I BUILDING DEPT •• Ings and structures consq ct d s p Y g I • 'PnEOpb4PTIVE LOAD:nF nolo . . . , ti'elnenls of this section. - ie h ,00md 40 Vniuee DF FourlDntlaH M TEI11AL8' 1VIND(riVS,'1'U Hr hI:11JUF1\C'fhIR.EL]1:l S''ANDr115CN'-4(10 S RIES;'I'Yl'E Fe slzr AS NOTED ON FLOOR PLANS. �� CQ(2)2"7CA:'SILK SECbRED TO 8" T!;WN CIF SOUTHOLD deemed to comply with th req ir Rooms a0,cr Ihnn 11 p Ig i. l� . an alternative io the ee h,'toonia 30 LOAn•eenrllNn f .L AI.I,NECCSSARI"ELASHiNG AS RE UIRLCD FOR W ATAER PROTECTION A AS SPECIFIED IN ALL PERTAINING SECIJON9 _ V," " �� POURED CONCRETE FOUNDATTI0 WALL&/Olt . (t301.L1Alternative rovtsions.Aa SI p a ,, :.elle + L s9 AL ' - C n oP MArt'm pne94Un ,, regDlrements,in Sectio t R301.1,the following stan dards SI■In ,. ` : •'•• r((F' • Ipvunda p it•None Iwll ' TI 19 CUUG aetwmumoAefom 1 ;- � . ---__- __ 8"CONC''RETI• BLOCK(TOP 2 COU SES FU;LED Q OF art permitted subject to the lunitatimis of this code end tilos , ,, C,yeIRlllnc bedlovk � . limitations therein: W ere engineefed design is used )u , ) INSTALL S/8"'fYFE X GYPSUM BOr1RD TO CEILING A'r BOiL-R AREA ` Z 't SOLID•1'!lCONCILETE& 15 MIN. CHOR BODY unction with these tandards,the design shall comply Sedlnienllny and follnled rbek d,ob0 , C e� MBEDTviEN 1�FOUNDATION'WAL WJ 5!8"DI/�. cont I --��=, n , ` - ANCHORBOLTS W/NUTS&3"WA HERS'(45''.O.C. - witl the building Code n(New York State• ., Sandy grivel nnd/ur,grnval(OR!idd OP) 7,rn)o . . RJS'fALL Wr1TERPROUfTNO TO FOUNDATION SYSTEM.4S P R SECTIONR406. • - • A^,� t:M. i send ill( innd t n•z in it sill 'tiled I ' _ _ ANCHOR BbLTS MUST HA�E.MIN.7"EMBEll1u1ENT. � �� �...!_.,4c ��� �' 1. AWC Hood Frar le CorL]lrucriorr Hernia!(WF ) -;.. . .. s� ,r Y ) Y Y6 and Clayey bevel(SW;sp,sM,Sc,OM ,aog' i fV.L WORK DURINO CONSTRUCTION W IIETIIER.EkISTINO /Ott PROPOSED,SHALL BE.BRACED&S)CURED BX CONTRACTOR TO �� pt�j HOIt BOLTS ARE'TO BE' LAC D WITHIN i2.• ' . _ --- - - - - - - -- - -- n1ld DC) . . ', .,' , • , . •. I 1'R I?VEN'i DAMAGE OR COLLAPSE TO SAID STRUC'iU]lE, •. �� .FRO M ANY COziNER&V TO 12"F O.M THE END••• . -• ---- _ �' Til�il��c.�- / -/ _ Cl,y,renJy,dllyelny,tlnyFylnl,smk"` i;,SOG' i'I't /� OFEACIIPLATESECTION. �:? Bandy slllcln (CG,Nu,hit)end CII) ,'. � �� ��r v . I TABLE 11301.7 t I Y .. , ".:we.:.. SLAB ON GRAD1 -- CON'I'RACTOIt SHALL C[1CCiC&VE81FX ALL DIMENSIONS&COND1T10N9 AP TIIE JOB SITE. THE oTYNER&/oR ButLnEP Alun INSTALt SILL SEALER' TERMITII SHIELD. ALLOYJAa E.DEFLEGTION OF STR CTURAI MEMBEfle'' , ( r;r , __ -- • . . RESPONSIBLE.POR VEJUFYING ALL SITE&SOIL CONDITION ABOVE&BELOW PRIOR TO ALL CONSTRUCTION. 4"CONCRETE SLAB REINFOVCEJ)W/661010 WELDED WIRE FABRIC OVER ' inucrURALMel4apn DEFLEennN TABLE fa301.2 i - CLIMnT IC HND GEOGFlAPHIC b�51Gh1 CRITEFlIA -- ---- 4 T ` - ' ' - - - - POLIREn CONCRETE FOOTING i/ �n,�f � �� s•-�v7-�/cr�a 6 MI7 VAPOR BARRIER OV);R COMPACTED TILL. lT GARAGE,1 ITCii O /,�.'�� .r ._ z Rafle,f Inv n e opeg greater t con 3. 2 w Il$ 11180 ARCUI iECT tIRCOA167ENDS THAI'DUILDiNC,STRUCTURE D'CKS,PORCHES,ADDITIONS&FOOL LOCATIONS BE V_ER_JFI D BY_A OVEIifiEAb llOOR.'- q n - -- - '_T t(nlshed ce(Ing Not nllnched to rnNerF ' ° I WIND DESIGN SEISMIC SUBJECT.TO DAMAGE FnOM WINTEII ICE BARFuE(i � AIR MEAIJ ENSED SURVEV0R FOR['ROPER SETBACK REQUiREFT1.r:N S BEFORE'PROCEEDlNG WTtI1 CO 1`RUCTION. ••• '••' -- - -C.1� F1/��T - N, inlet or lvflls Ind a1111 vlt4 1/180 GROUND --- OESION DESIGN UIJDERLAYMEN FilEE11NG ANNUAL - '.".-�• . ..•'- •.•' • .' • . . ' .' C+ Froslllne FLOOD --hIC . I J60 SNOW epead Topogre hlc speclal wind Wh,dbvtne r WdalhOrin TEMP' REQUIRED HAZARDS• INDEX TEMPI " • Floors LOAO• mphj .heel ' rmglon' debug ion." CAlE0or1Y 9" depth" Termlle' 4 ' VL�RiP Y ALE))(M1IENSIONS-AL,L 1VRITTEN.DINIENSIONS TATC IIRECEDENCE OVER SCALED D)TAT1'7NGS. Oj� ON[� p �/ 1 Ce I nAs w 1 n n ll a In sfroA int: lig p nsler 0360 ( . and aaaea> . 0 ! . 4'..,' _. 'fir" .�� a "�t?.� I X3'96 . 11 `�j��j l� / b I;;Fp �d�'� 't�� �L �C�` I�OAY DONER ARCAITECT DRAWING IVO: Ct I tt s w Il$ Ica b e t n s,ca(Inciug ng gypinm MANUAL J OESION CRITERIA^,, i ',. NO PA R"I'OF TI!CSE ARCIII'iCCTUIL'i4 llILIWIi�V'S S[IAI L BE ICEPROI)UCED OR ALTERED TVITHOUT WRITTEN PERIvH95IQN BY g ul4d ,�` r , RAY pONER,CtRCIT1TECT. TIIESR DILIWINGS d[DOCUIIIl:NT WITH THC UNDERLYING OTVNERS N1114IE&ADDRESS ACT AS 1{ `� <p ARCHITECTURAL DESIGN - W inle� Sununet Altitude indoor design Design Heotng temperatuts LECA),&BINDING CONTRACT BE-PWEEN TIIE OWNER&AIC HITECT. UNikUTiTORIZF.D ALTERATIONS OR ADDITIONS TO TTIESE � r�1 IG INTERIOR DESIGN ; r�v�•, Ilvgternru turnlmem,crl -� • Elevntion Ldtitude (tenlin cooling , collection factor lemperetw'e Icmpetolulecocling . ,difference d1/ C.� ; . F Ex`leiter weI a w n ,ondF tv dl p nsi[r or //rJ fO g' DIL\111NGS&DOCUMENTS iS A V IOLAT'ION OF T1l_f�iVS ED CA1'lON LA�Wwr.VCOPIES OF TTIESE DOCUh1ENT5 NOT BEAILI t,TIIE l.! AItC211'1'CCi9 O1tiGINJIL SEAL AND SIGNATURE SHALL NOT E USE!)[N NJ,1 5`AY. N '� • PLANNING 2L DEtIELOI'MENT DA l Ju . .I . . elueevilnlet _ i '• ' � Bxler or well w n IontlA w I t M ter br II a .. 2.1' '' incident Dail Winlei S minor t rf/ D r �r 1 RE5IDENTiAC-COMMERCIAL INDUSTRIAL /Q' .�'r�-••tel II flnllhea Cooling I Wield Wlnll vlaodly -Co y v. ul ren e I i I 't ,CLL 11UILDIN(:ti 4VITHIN ONE A/iLE PRUM1L'iTIE OCEAN,BAY R SOUNA:IRE IN TJIE WiNb-BORNE DEBILI9 REGION REQUIILINC It �5 RICHMOND AVENUE REVISIONS• Baler or weI e w n aaJs w Il$ ex b e Cin s le NP-I - lenhperaliue difference I vehiclty heating cooling. ,cl b b g ht undiq h mdt.y TiIE(71,A7ED UI'IsNINGS UN TIIE STRUC'iURE 1'O BE PROFS TED WITH GLASS AlEETINC TIIE TARGE 14IISSILE TEST O U2 Q t3� S. AMITY%/)LLE, NE " YORK 11701 - ) rte a su o n malonr veneer Walla' ,0600 .. ; __ I - CERTIFICATION OR STRUCTURAL SHUTTERS WITH ATTAC ED HARDWARE AS PER CODE,OR CONSTRUCT Yl"PL"'OOI)FAIVELS ,' . TO TH FASTEN _ - _.._ -ter_.- __._.._ , N J - 1 _- '.., T'O PRU'fECi 11'INDOWS AGJUNST 11'IIVD FORCES AS PER_CO E_1{301.2.1_2_SECUIjEI'/?I]yEIS RESIDE'CE WI • ERS A3 (631)891 17110 EAX (631)681 1718 • ' ��OF NCS` O I __..-_- ___ PER SCITCUULI:'i'ABhE 8301.2.1.2:`OWNER TO hL'UNTA)N P )LS ON-SITE.' `' ' - M Q .. • . .. - -- -- . . . .. . E Nle.; RIPARGHIT�GTGVANQ rGQM . . I 1 .,;p,_."..,i.en,.,- ,-n..,ar-.r•,c.nT-T",,V"fn`!,"-'„r.....-ot:t+;;j:m M ,-i;.ti,..i.r.:I,n r�.•ll,,'.:i �l4,,i,u ySL. 1!I , u •. '-' I „ ., .. i ( ,f