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HomeMy WebLinkAbout39971-Z �ufF,. . Town of Southold 11/10/2015 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37895 Date: 11/9/2015 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2725 Harbor Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 136.-1-24.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/3/2015 pursuant to which Building Permit No. 39971 dated 7/28/2015 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: "AS BUILT"ACCESSORY GARAGE, PER ZBA DECISION#6859 DATED 06-18-2015, AS APPLIED FOR The certificate is issued to Pfanner,Andreas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED oe Aut/bdrizil Sig6ature TOWN OF SOUTHOLD ��Q�SUFEot+rc� BUILDING DEPARTMENT y TOWN CLERIC'S OFFICE "p • 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#: 39971 Date: 7/28/2015 Permission is hereby granted to: Pfanner, Andreas 2725 Harbor Ln Cutchogue, NY 11935 To: as built" accesory garage per ZBA approval. At premises located at: 2725 Harbor Ln SCTM # 473889 Sec/Block/Lot# 136.-1-24.1 Pursuant to application dated 2/3/2015 and approved by the Building Inspector. To expire on 1/26/2017. Fees: AS BUILT -ACCESSORY $780.80 CO -ACCE_ Y BUILD $50.00 Total: $830.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. O Z G Z It New Construction: Old or Pre-existing Building: (check one) Location of Property: 07r Q 4 K &—c House No. Street �'n n Hamlet Owner or Owners of Property:, Suffolk County Tax Map No 1000, Section [ fo Block Lot Z Subdivision Filed Map., Lot: Permit No. �'l�7 / Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: i/ (check one) Fee Submitted: $ (' Applic t gnature 1 �O��OF SOpT�,olo _ cOUNi'1,� TO N OF SOUTHOLD BUILDING DEPT. 765-1802 [ S=/ IPECTION ,- ­ ] FOUND!A!TION IST [ ] ROUGH, PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' T r Z�b l000l DATE �� �� INSPECTOR OF SO(/jyolo COUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 -SPECTION [ ] FOU ATION 1 ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: or DATE INSPECTOR Of SOUjyolo cOUNiV,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - , [ ] FOUNDATION, IST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - L- DATE INSPECTOR MAN FIR, !: I • STATE • • ! •. UWE ui �L� R i • A / •i► i�/Gw ` , O , a g a\ • r rr TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ff Survey SoutholdTown.NorthFork.net PERMIT NO. � 'l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate 7 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c "�� / i I Phone: r er- Expirraation_-- 1 i i Building I spector no, APPLICATION FOR BUILDING PERMIT I _ Date 0, Z ,5 , 20 Tb 1 i o�F�i �n INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.,Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoningyamendments';or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or 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 for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect gineer, general contractor, electrician, plumber or builder Name of owner of premises (e �` AP- 04e (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. LocaGorLof I fid on which propo d work will done. 6,0 House Number Street1.>• {' �`""i4` Hamlet County Tax Map No. 1000 Section �J V �; ,; BkocC,l 'c�t:r� Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises an ,intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building y Addition Alteration Repair Removal Demolition Other Work S g uj L T (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -6. If liusine's�,commercidl or/mixed dooccupancy, specify nature and extent of each type of use. 7. Dimensions-of existing�r cturees,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories -cTeV 9. Size of lot: Front Rear/ Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated�/--' 4- 6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOX—Will excess fill be removed from premises? YES NO 14.Names of Owner of premises N,�JEX Address Phone No.1 14A.3 9 1-4 6 4 0 Name of Architect -�'C L(/�i ie T Z Address Phone No 7_74 1: e ,S' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—5e' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF f�/"�CSS : being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the G � (Contractor,Agent, Corporat 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn o before me this `3 r day of _0_t5– ; CONNIE D.BUNCH, Notary F'ubk,Std of Nor yodc Afkk Notary Public «t►aNH®dIk Cou 'Sign of Applicant In Commtasion Expims April 14 2 L FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 4, 2015 .TO: Andreas Pfanner 2725 Harbor Lane Cutchogue,NY 11935 Please take notice that your application dated February 3, 2015: For permit to construct "as built" accessory garage and "as built" accessory sheds at: Location of property: 2725 Harbor Lane aka 275 Oak Street Cutchogue, NY Y County Tax Map No. 1000 - Section 136 Block 1 Lot 24.2 Is returned herewith and disapproved on the following grounds: The"as built" accessory garage, on this conforming 51,335 sq. ft. lot in the Residential R-40 District is not permitted pursuant to Article III Section 280-15, lots measuring 40,000 to 59,999 square feet in total size, require a minimum side yard setback of 15' feet, the accessory garage is shown at 11.4' ft. Additionally on lots 20,000 to 60,000 sq_ ft. such building shall not exceed 750 sq. ft.; the accessory garage is 924 sq. aft. Furthermore,the accessory garage is located in other than the code required rear yard. Also, "As built" accessory wood sheds(two) are located in front yard where the code requires a rear yard location. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS ®F s®(/T Southold Town Hall Leslie Kanes Weisman,Chairperson _ �� y® 53095 Main Road-P.O.Box 1179 �® l0 Southold,NY 11971-0959 Eric Dantes _ i[ Office Location: Gerard P.Goehringer Q Town Annex/First Floor,Capital One Bank George Horning �� ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider lyCQu ,� Southold,NY 11971 http://southoldtown.nofthfork.net f=' �� ® L �ONING BOARD OF APPEALS TOWN OF SOUTHOLD JUN 2 Z 2015 el.(631)765-1809-Fax(631)765-9064 BLDG DEP( TD1NNI OF<DO TM OLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 18,2015 ZBA FILE: 6859 NAME OF APPLICANT: Andreas Pfanner PROPERTY LOCATION: 2725 Harbor Lane(275 Oak Street), Cutchogue,NY SCTM#1000-136-1-24.2 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_May__52Q15_stating that ths_applicatJL on is considered a matter for local determination as there_apRears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property consists of lots 88-92 and 99 to 110 incl. from the filed map of Eugene Heights, dated October 29, 1928 No. 856. It contains a Lot area of 51,335.9 sq. ft. with 324.36 feet on the west side of Harbor Lane, 125.00 feet to the north, 128.31 feet to the south, 200.00 feet to the east. It is improved with a one story dwelling, and detached frame garage. The contiguous lot to the east, which fronts on Oak Street, has 177.31 on the easterly and southerly side of the same public road. The single contiguous parcel is improved with an existing 1 story frame garage and a large frame garage currently under construction. All indicated on a survey produced by Kenneth Woychuk, Surveyor dated March 6, 2012 last revised 04-07-15. BASIS OF APPLICATION: Request for Variances from Article III Section 280-15, and the Building Inspector's March 4, 2015 Notice of Disapproval based on an application for a building permit for construction of an "as built" accessory garage and "as built accessory sheds. At: 1) less than the minimum side yard setback of 15 feet, 2) accessory garage proposed at more than the code required maximum size of 750 square feet. 3) accessory garage proposed in other than the code required rear yard, 4) accessory sheds located in other than the code required rear yard. RELIEF REQUESTED: The applicant requests variances to construct the partial "as built" garage that is under construction in an area other than the rear yard, a total size of 924 sq. ft. which is larger than the code permitted maximum of 750 square feet and a side yard setback of 11.4 feet where the code requires a minimum of 15 feet. Together with the construction of"as built" wood sheds that were built in the front yard where the code requires a rear yard location. f Page 2 of 3,—June 18,2015 ZBA File#6859—Pfanner SCTM#1000-136-1-24 2 AMENDED APPLICATION: During the hearing, the agent for the applicant indicated on the record, and in the application, that his client is willing to bring the cement slab foundation of the garage presently under construction into conformance. This will be done by reducing the cement slab to a code conforming size of 748 sq. ft. by removing 178 sq. ft. which will also eliminate the need for a side yard variance. He also agreed that when the two existing"as built"wood sheds that are located in the non-conforming front yard(Oak St.) are no longer usable and need to be replaced, to relocate them in line with the present one story garage that is setback 28 feet from Oak Street. ADDITIONAL INFORMATION: The subject property has two prior ZBA applications; the first under #5472 in 2004 was withdrawn by the applicant for a lot line change. The second under file#6707 was granted for a waiver of merger with adjoining lot #'s 21 & 22. At that hearing the decision merged lots 20 & 24.1 which created the present lot 24.2. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 4,2015 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 4267-b(3)(b)(1). Grant of the amended variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcel is one of the largest parcels in the subdivision at 1.18 acres and is a through lot that fronts on two streets. It contains a one story dwelling with detached garage facing Harbor Lane and, on Oak Street, another one story garage in the front yard, two "as built wood sheds, and a,large_one story garage under construction_in a similar location. The subject accessory garage is not visible from the road because it is well screened by existing mature evergreens, and is being reduced to a conforming size. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The"as built sheds and large garage under construction' could be located in an area other than a front yard. However, based upon the location of the dwelling on the lot, the accessory structures are located in an area that effectively functions as a rear yard. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code. However, based upon the unique size and configuration of the parcel which has two front yards on two Public Roads,the applicant has a limited building envelop for accessory structures. 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 for all structures. 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 relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage and wood storage sheds 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-B, motion was offered by Member Goehringer, seconded by Member Dantes, and duly carried,to Page 3 of� June 18,2015 BBA File#6859—Pfanner SCTM#1000-136-1-24 2 GRANT,the variance for the two accessory wood sheds as applied for, and DENY the accessory garage as applied for, and GRANT the relief as AMENDED, and shown on the survey from Kenneth M Woychuk, Surveyor, dated March 6,2012, last revised 04-07-15. Subject to the following condition; CONDITION: 1. The two "as built" small wood sheds can remain in their current nota-conforming location while they are functional. In future if they need to be replaced, they must be relocated to the same setback as the existing one story barn/garage which has a 28 foot setback from Oak Street. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. 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. Pursuant to Chapter 280-146(3) 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. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Horning,Dante,Goehringer.This Resolution was duly ao to (5-0)f Leslie Kanes Weisman, Chairperson Approved for filing G 1,;72 /2015 1 BOARD MEMBERS �pF soUry Southold Town Hall Leslie Kanes Weisman,Chairperson �Q� Ol0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer • Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider oUW(`I,� Southold,NY It 971 http://southoldtown.northfork.net CE VE R ZONING BOARD OF APPEALS +- 10 ; I TOWN OF SOUTHOLD FE 2 7 2014 Tel.(631)765-1809•Fax(631)765-9064 i&4 So old Town Cie FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 20,2014 ZBA Application No. 6707 Applicants/Owners:Betty Deroski Revocable Trust SCTM#'s1000-136-1-24.1,21 &22 Property Location: 275 Oak St.,2835&2855 Harbor Lane Cutchogue,NY SEORA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements 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 December 30, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. BASIS OF APPLICATION:Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 14,496.50 square feet (CTM1000-136-1-24.1) from an adjacent land area of 17,941.57 square feet(CTM 1000-136-1-21 and 22),based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10(A), determining the properties have been merged. ADDITIONAL INFORMATION: At the Public Hearing,the Applicant represented to the Board that the parcel would be purchased by an adjacent property owner and merged with the adjacent parcel (SCTM No. 1000-136-1-20) to create a single conforming lot in this community, in the event that the Board granted the application. Further,the Board requested information from the Applicant regarding the relationship between Blair McBride and Betty R. Deroski. Applicant's agent provided a copy of the Betty R. Deroski Revocable Trust Agreement, which, required that Blair McBride receive the improved property outright along with Betty Deroski's cats,truck and car. Additionally, a Pre-CO was submitted for the existing accessory garage that was on the property since prior to zoning and may have been in its current location since prior to the subdivision. Page 2 of 3—February 20,2014 ZBA#6707—Beroski SCTM#1000-136-1-24.1,21&22 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9, 2014 and February 6, 2014 at which time written and oral evidence were presented. Pursuant to § 280-11 the Applicant has submitted documentation, to the satisfaction of the Board that these lots were merged prior to the death of the owners. At the onset, it is necessary for this Board to determine whether the Applicant has provided evidence of an appropriate relationship with the prior owner, Betty R. Deroski. Section 280-11 requires that"[t]he lot proposed to be recognized has not been transferred to an unrelated person or entity since the time the merger was effected". Traditionally, this Board has held that an Applicant must establish a familial relationship (a blood or marital relationship) to satisfy this requirement. However, based upon the information provided by the Applicant, including the Trust Agreement, the Applicant has established an acceptable(though not familial/marital)legal relationship under this section of the Code. The Board finds that it is appropriate to expand its prior interpretation of this language to include persons who inherit property through a trust agreement, a will or similar legal instrument. Here, the Applicant inherited the property through a trust agreement and the Board finds that such a transfer was not to an"unrelated person". Pursuant to§280-11,the Zoning Board finds that: 1.The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because: Eugene Heights Subdivision contains lots that are similar in size to the two lots that are proposed to be un-merged. The average size lot in the Eugene Heights subdivision is 15,000 square feet. The undeveloped subject lot (SCTM #1000-136-1-24.1) is 14,496.50 sq.ft.and is located in a densely populated built-out neighborhood. 2. The waiver would recognize a lot that is not vacant and has not historically been treated and maintained as a separate and independent Residential lot since its original creation because:, Based upon the information in the record, these lots have historically been treated as a single lot with the adjacent lots (SCTM no. 1000-136-1-21&22) which contains a principal residence and the subject lot containing the accessory structures. There is no fence or hedge line that delineates the property line. Other than the fact that the lots received two separate tax bills, there was no information provided to satisfy the Board that these lots were treated as separate lots. 3.The proposed waiver and recognition will not create an adverse impact on the physical or Environmental conditions in the neighborhood or district because: The subject parcel is proposed to be merged with the adjoining parcel to the west(Lot 136-1-20), which will create a more conforming parcel and will eliminate a potentially developable lot. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Weisman(Chairperson),seconded by Member Dantes,and duly carried to GRANT, the waiver of merger as shown on the survey by Kenneth M. Woychuk, LS, dated March 6,2012, last revised 6-25-12, subject to the following conditions: CONDITIONS: Page 3 of 3—February 20,2014 ZBA#6707—Deroski SCfM#1000-136-1-241,21&22 CONDITIONS: 1. Proof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM#1000- 136-1-24.1 (275 Oak Street Cutchogue,NY)be provided to the ZBA within 2 years of the date of this decision.Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. Proof of the merger of subject lot 1000-136-1-24.1 to 1000-136-1-20,and the removal of the"old school house"be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. Vote of the Board. Ayes:Members Weisman(Chairperson), Schneider, Dantes, Horning.Absent:Member Goehringer. This Resolution was duly adopted(4-0). ft4� Leslie Kanes Weisman,Chairperson Approved for filing 1A! /2014 S.C.T.M. NO. DISTRICT. 1000 SECTION:135 BLOCK: 1 LOT(S):21.22&24.1 I I I I125.0087 LOT 103 LOT NB2'01 10�E o N � 2B.0' Z LOT B5 N LOT 102 p y W--, m y w _ �b C� o Wmp� : LOT 101 LOT 89 rRU BLDG. `", LOT 100 q 225, NO LOT 9O �2 JAY P.OUARTARARO.AS SUCCESSOR TRUSTEE �je OF THE BETTY R DEROS91 REVOCABLE TRUST LOT 91 AGREEMENT DATED FEBRUARY 29. 2000. ✓ 14,496.50 SO FT. N qt' 033 ACRES c 1 � YON 9 Lor 92 40 0�0 / yOti oA .q ,irO 1 ti0 lo?. qb 1M1 �, `ti BWR MCBRIDE7 DONC 17,941 57 SO FT. Ln 0 41 ACRES q� s Y N '� .R s b Q9q RECEIVED h� M1 rr .4 NOV 13 2013 q WU41 O� b�°0 BOARD OF APPEALS d.w 9 FINAL MAP REVIEWED BY ZBA ' q, 'S-00 SEE DECISION#(#10'1 ;' DATED kL IoZU=I THE WATER SUPPLY, WELLS AND CESSPOOL LOCA17ONS SHOWN ARE FROM FIELD OBSERVATIONS RAE CERT.05-25-12 AND OR DATA OBTAINED FROM OTHERS AREA, 32,438.07 SO FT, or 0 74 ACRES ADDJAX LOT 21 5-25-2012 ELEVATION DATUM ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLADON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURREY 15 PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU7I0N, 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 THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES. ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUefURE5 RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF LOTS 88-95 INCL. CERTIFIED TO BLAIR MCBRIDE, MAP OF EUGENE HEIGHTS JAY P OUARTARARO, AS SUCCESSOR TRUSTEE FILED OCT. 29, 1928 No.856 OF THE BETTY R. DEROSKI REVOCABLE TRUST AGREEMENT DATED FEBRUARY 29, 2000, SITUATED AT CUTCHOGUE TOWN OF-SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design Yok, P.O. Boz 3, Mettttuok, New York, 11952 PHONE (691) 295-1588 FAX(631)295-1580 FILE H 12-19 SCALE 1=30' DATE MARCH 6, 2012 11 Y s UC No 50227 In.record.or Ft b—t I x...—Y Ply I�h r a1 P-q, i V LAW OFFICES SUSAN C. LEVINE Q MEMBER NEW YORK AND FLORIDA BARS RECEIVE[) SUITE 402 1650 BROADWAY T ELEPNONE(212) 247.2515 1 F C $ U 14 NEW YORK N.Y. 10019 130ARD OF APPEALS FAX NO.(212)247-5866 BY HAND December 12, 2014 Zoning Board of Appeals Town of Southold Town Annex/15t Floor/Capital One Bank 54375 Main Road Southold, New York 11971 Re: ZBA #6707 Gentlemen: Our office represented Andreas Pfanner •in his purchase of 275 Oak Street, Cutchogue, New York from the Betty R. Deroski Revocable Trust. As per the attached copy of Waiver of Merger Determination by the Zoning Board of Appeals dated February 20, 2014 (the "Determination") , the following documents are being provided to you as proof that the conditions in the Determination have been satisfied: (1) Copy of recorded Deed dated July 7, 2014 for the transfer of title of 275 Oak Street, Cutchogue, New York (Lot 1000-136-1- 24 . 1) from the Betty R. Deroski Revocable Trust to Andreas Pfanner as proof that waiver of merger by way of deed was effectuated. (2) Copy of recorded Confirmatory Deed dated July 9, 2014 merging Andreas Pfanner' s existing 2725 Harbor Lane parcel (Lot 1000-136-1-20) with 275 Oak Street parcel (Lot 1000-136-1-24) [and simultaneously Andreas Pfanner' s deceased wife was removed from title] as proof of merger of subject 275 Oak Street parcel with the 2725 Harbor Lane parcel . (3) Copy of Town of Southold Building Permit for demolition of old school house and photograph of 275 Oak Street parcel as proof that the school house was removed. X\wp\Pfanner\ZoningBd.1tr U1 We would appreciate your confirming your receipt of the above and that the conditions of the Determination have been satisfied. Our email is susan. levineattny@verizon.net, and our fax is (212) 247-5866, and the email for the attorney for the Betty R. Deroski Revocable Trust, Karen Hoeg, Esq. , is khoeq@suffolklaw.com, fax is (631) 727-2385. Thank you for your courtesies. 'ncerely, SCL:tk Susan Levine encs . i i i i { i L3 I r ss e ` _ M � x 10 Mr _ r -:r µw. 4 art .• n� r NAM . <n r' r F r _ r w s r ++. S�FOIRJ\AWATIEIR, Scott A. RLissell C SUPERVISOR 0 3- SOUTHOLD TOWN HALL-P.O.Box 1179 .16f, Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 Ilk 4�t CHAPTER 236 STORAIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) D0 ES THIS PROJECT INV LVE ANY OF THE FOLLOWING� !CHECK ALL THAT APPLY) yes 1,40 E]XA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. JL call—Etae-0-- 100 feet of horizontal distance. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year f loodplain as depicted El on FIRM Map of any watercourse. El F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. tw If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Department withyourBuilding Permit Application. A S.C.T.Nd. -1: 1000 Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) NAME: 136 _gl 744 /6 2 f�.J 4 K___ §eciZ, Block Lot ff I'lly, BUI-DING DLPAF1,'1'N-1VNT Contact Information RevieNved-By Property Address 1 Location_ of Construction Worker 27570-1V Approvtd fc, proce:3t�jn�B,)Jdhrlj�Permit JReq,,Ircd C 61C � 6 Ja'"Wlf;�it)Fm Revi-,? Town of Southold Annex 1/22/2015 54375 Main Road Southold, New York 11971 vo, MEMORANDUM OF VIOLATION(s) ISSUE DATE: 1/22/2015 REGARDING: 275 Oak St SEC-LOT-BLK: 136.-1-24.1 ISSUED TO: Pfanner, Andreas 320 Oak St Cutchogue LAW TYPE: TOWN OF SOUrHOLD CODE SECTION: 144-8(A)(1) DESCRIPTION: No person, firm or corporation shall commence the erection, construction, enlargement, alteration, removal, improvement, demolition, conversion or change in the nature of the occupancy of any building or structure, or cause the same to be done, without first obtaining a separate building permit from the Building Inspector for each such building or structure. OBSERVED: 'On 12/30/14 Gary Fish observed construction of a building. He spoke to the contractor and told him to stop work until the proper permits are secured. Town of Southold Annex 1/22/2015 54375 Main Road Southold, New York 11971 631-765-1802 UUMPTAINT To: Kanner, Andreas Complaint#: 2014-852 320 Oak St SCTM #: 136.-1-24.1 Cutchogue, NY 11935 Follow-up Inspection Date: 2/5/2015 Location: 275 Oak St PLEASE TAKE NOTICE, a complaint has been registered against the location described above, in that the above named individual(s) did commit or permit to occur,thefollowing offense: This office has received a complaint of a building being constructed with no permit. Im This condition constitutes a violation of: TOWN OF SOUTHOLD CODE 144-8(A)(1) To Resolve: To avoid possible legal action, contact the Building Department upon receipt of this notice and apply for the necessary permits. When on 12/30/2014, 1 did observe the following: On 12/30/14 Gary Fish observed construction of a building. He spoke to the contractor and told him to stop work until the proper permits are secured. This property will be re-inspected for compliance on: 2/5/2015 Peter Doherty N OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET -7 72_5 VILLAGE DISTRICT SUB. LOT* ,�1 ///// TCS /Ara I 6� I— oz-a'm e e FO ER 6WNE N E ACREAGE Dcis -Gyj 4a«t*0�C LLC S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS y �d d 61 meas Cb00 CFE 7 1405 9,A UJI9 6711 A�, / ,�4Oo SI o0 6500 3///0 7 L i a 310 7 .3 Y- bc,F- 14o1j,'r). LLC- 6 ���n n P AGE BUILDING CONDITION r NEW NORMAL BELOW ABOVE FRONTAGE ON WATER _ Farm Acre Value Per Acre Value FRONTAGE ON ROAD r" Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 ,� 1? �, c� a 57 e Woodland �+ .�� ,a �, •. � r/ 1 ,-�-:� !l n Swampland 7 Brushland House Plc-r- . 66 If /c/5 0 38 a Y a�r� +�., 11`�� 6 Total •a r�i�`,7jir �t"�! '� ..'J�S orf i=�, •t,�'�'� oy.r� a.:y: `afaf �y;��1�7,�/ I` r•fS �`, � .� �4S�f�.� r }yam�� d ,� '•'` �� z-,�,,.. a i *Ze L..� 4r f'�A�1 �.: of 1) ,�• 1("3 �'�� rA �.t '��' '�.:�•' ������H���������� Rl ►. � roti 1 ENE��������i1�� 'r''� • r.Y f /lf t 1 /1 ,i .. i 15'/1 s �.k 11 ■■■■■■�■■■■■■■■■■■ ME �1' .,xyii �'�,�;art,t�,�w _,�� .�Sw` rt+'a ^S+'n'��i^,�" rb ■���® - w.� �,'i"+.:+--T,1 r tYtT' sa a n f�c�" ''�, v� 'j,•�'"j" ���� • t : TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET a'15 VILLAGE DIST SUB LOT ► C,4 J �: ��Ct-� _ � � t K S Cc,�tcho u ' I '� - F DeC(D S rl;< (G�V 0C, -T{ ACR. O REMARKS` Z.YL� TYPE OF BLD. US CJ je((n T Glnp repbrve. P� ,P?S'S _ PROP. CLASS BIZ ! !0 fepluces C>F44F I lS3 bl�} LAND IMP TOTAL DATE � ? 6-7 vC l2Ces A�9 !53- ICCY-) bo 1 S 0-7 a Pe vbr,&� 47) he rns,t -7 1/-7 1�—L-17-255 10 -rK� 7b r--0 ,4600 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND - - -- - - - - BULKHEAD HOUSE/LOT TOTAL 6 � �;r� � � � Z� ,J' OWN OF SOUTHOLD PROPERTY OWNER STREET �f 7 VILLAGE DISTRICT SUB. LOT* - 'i zt 9,2 vv V FORMER OWNER t' N E /ACREAGE f S W TYPE OF BUILDING / 01 RES. 3 SEAS. VL. FARM COMM. IND. I CB. (F MISC r ' Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS — _ y�!� G��`-o 1 G���� sUyYG a t� ���r� ��L/,�/9,� Ty.���s�>> fo s;�,•���Y��,z� 0 `J o l J _ { �:�O .� C��' V �� f�C� �/ �''��3 t.� { - C o 1 e� � �a •cam -r'"f�`•`' �� �0�3 SLS l?;iJ � 111-�i -6Ir- 1'-�C?c���.�s AGE BUILDING CONDITION h1a ILl cl 3/ - J NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD a s v Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 f_ Woodland - t�� I Q�p S 170,57 - vo 6,�) \ Swampland Brushlctrd (o��$ /�' -$ �,�/�- e Ctres I ~ House Plcr �a ��a� 8 8P �-I 9 f �� is z 6-d D - CO=przr c r! A0 Total C a 3 60 ,-��od!!l ------------- 7OWN OF SM?HOLD,- 00o , OWNER STREET VILLAGE DISTRICT SUB.- LOT 670,f DI FORMER OWNER N E ACREAGE S W TYPE OF BUILDING Ze I RES. SEAS. VL. FARM comm. I IND. I CB. ISC.I I Est. Mid. Value LAND IMP. TOTAL DATE REMARKS �o J,4)/h Z e - IcA k4,o AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER yv— Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushlarid House Plot Tota I • i c � ,,. 4•,: -1 Irl r=/� �y 4y +'.. •4tY ,': l �.A'`'� l^;`"s'.ljj't� k- YF » t•�.'t�+"�. 'v 1.�� _ :f' _ �•t"S�a�Fu' �,t!»•`"�:=�- .f,'.•-Y:;+ tir ':Lr .'•..`t,u.fti.`!:;_'!.��,'.:�'^;'.' ...! .2�.; _ _ •fir- - _ :�:�{" ",yi. �-X^,;.^..�-5;,=�,,.,.�,,,J...,.-„_"ry^�ri,':,•sc,�a�S ( I '-'» ..af;tY/.. :.h.-:{?4� .:M.;' �:''.Ywl','It.t.-i t ✓a•>rk.'.'-�S'Y�=�'.sT=.'ti ,.a, _ . ����:. e�„I�'?� ,? �'�:��7., ..j°:..'d..:.1.......v..:.�.}tilws.�'.a.•a_.cr....�a:s:�s.. � I i �..+� rK.;.-a w�.d `..4+..:•R✓�''�`'t..i'iAw_.u..w-3a.iti�'Sxd.`_i."a.:.vi' a i»c I 136.4-24.1 3/07 I I I ! I M. Bldg. Foundation Both Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place Heat Porch I Roof Type /x 4! _ �cr/ X2.5 I .2-31 Porch Rooms 1st Floor — Breezeway Patio Rooms 2nd Floor Garage �� �/, 11t/ Driveway Dormer — V — Q. B. - , S.C.T.M. NO. DISTRICT: 1000 SECTION: 136 BLOCK: 1 LOTS):21.22 do 24.1 A 04 , a n y �1� 7-10 STXu cFu _ 87 w 125.00 MON. O 1r LOT 103 LOT pg2.01 10 E l MON. - -- ✓, - ?: ' LOT 88' 28.0 Uzi LOT 102 p �� =r•" - M. N co CA CA co 26.3' LOT LOT 101 4 LOT 89 } SrY. • N `�1 LOT 100 z /r 2 D �co 22:5'90 LOT . --- ,IAY-P. ,OUARTARARO. AS SUCCESSOR TRUSTEE V. �'� �� OF THE BETTY R. DEROSKI REVOCABLE,TRUST 6'.J LOT 91 AGREEMENT DATED FEBRUARY 29.,12000.' r W r y 14,496.50 SOFT. 91b >�w ° O,y 0.33 ACRES . o I, Moll- LOT LOT 92' , de MAR McBRIDE. /�' 17,941.57 SD.FT. LPmss' % 0.41 ACRES q, 14-6 -tom' b�'l gf.a. Sr. M H. b� COs 0 "'EU! `n�0 X00 o� SAW r y Bldg Dept copy from ZBA Final review'"I documents ZBA vita# 0 Date: / b, D i THE WATER SUPPLY. WELLS AND CESSPOOL LOCA17ONS SHOWN ARE FROM FIELD OBSERVATIONS RENsE CERT. 05 '25-12 AND OR DATA OBTAINED FROM OTHERS AREA: 32,438.07 SO-FT. or 0.74 ACRES ADD TAX Lar 21 5-25-2012 ELEVATION DATUM:' _________________________ UNAUTHORIZED AL TERA TION OR ADDITION ,TO THIS SURVEY IS A VIOLA TION OF SECTION 7209 OF THE NEW YORK STA TE EDUCA TION LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INS7771,1170N, 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 THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE. THE EREC770N OF FENCES; ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 88-95 (NCL. CERTIFIED TO: GLAIR McBRIDE; MAP OF: EUGENE HEIGHTS JAY P. QUARTARARO, AS SUCCESSOR TRUSTEE, FILED:OCT. 29, 1928 No.856 OF THE BETTY R. DEROSKI REVOCABLE TRUST AGREEMENT DATED FEBRUARY 29, 2000; SITUATED AT: CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and 'Design P.O. Boz 3. MatUtuck. New York, 11952 �•-✓�� ws.w�.v /rw.• M�_.COw ,16 V /!O 1% 90Q RQY S.C.T.M.# DISTRICT 1000 SECTION 136 BLOCK 1 LOT 24.2 i .o N82*01'10"E 125.00' 0 00 O O) a: FRAC p Cob SHEDSGE O 'o a 50 / N M W 00U W O 00 Z U .'16:1:%2'1.••D�r)I:j': 3 p:,; O ">:y:1;:t Tt{t�ii1i1• I±:v-S •' ... 'STON DRIVEWAY, �•. .. • ' .. . O :S;�if:.�.z;;1:;11i1ii:;•:: 00 ' ;':22.0':''`::1:::: `. °' 5.1' z 0 ® ELL o C 0 as UL#22 W Qo M H *Glrr 27.3 :?:%:'•'36.3' '%'.'1 :y:;:> /3.0' 11;:''.1:;•,,.1":5:;: ;i ::: co .� +•. i•:::.::ias4:•1111:it4ii:•ii¢i:•ii4:iiivi:;rii' M 27.1' 13.2' W .. .........::.... ..::.............. J i•:°Lri:a' > ::• :::::•z' `hs :•'.•:1 LOT 103 o:.............................: : : � LOT 87 iiyi:i1ii11;•:;• <;1:•;> N82°01'10"E 125.00' 10,E MON. MON. �ii BRICK LOT 102 LOT 88 N r- o ✓Y STOOP N 28.0' STONE MON. tjj y PARKING AREA LOT 101 r,%1.11STY.11 FRMr'fNp O ` I 11 GARAGE..-." IL LOT 89 �� GARAGE V1 ---- UNDER CONST. y:r::.1•.;.;?;:. CA N LOT 100l\\ PORTION OF EXISTING 21.6 CJs O 24.4' GARAGE TO REMAIN O 9 69 3'x9' w000 HE SD� yob �-------- � `PORTION OF EXISTING LOT so GARAGE TO BE REMOVED. L vol g� ° Lor 91 9A MON. 01 ,�� MON. Lor sa/ g •�c�. \ LAND N/F OF ,L BLAIR McBRIDE o: 0 o � �j lip ,nJ4 1 ` SEP 10 2015 L -- THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 51,335.9 SQ.FT. or 1.18 ACRES ELEVATION DATUM: _w _ UNAUTHORIZED ALTERA77ON OR ADD177ON TO 7H/S SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLEE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY I SURVEY OF: LOTS 88-92 & 99-110 INCL. CERTIFIED TO: ANDREAS PFANNER; MAP oF: EUGENE HEIGHTS FILED:OCT. 29, 1928 No.856 SITUATED AT:CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 04-07-15 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design UPDATE SURVEY & LOC. FOUNDATION 02/25/15 � P.O. Boz 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (831) 298-1588 FILE #21-237-3 SCALE: 1.30' DATE: MARCH 6, 2012 N.YS. LISC. NO. 050882 maintaining the records of Robert 7. Hennessy & Kenneth M. lloychuk i S.C.T.M.# DISTRICT 1000 SECTION 136 BLOCK 1 LOT 24.2 I f " N82"01 10 E 125.00' i 0 o 0 orn a: X rn � > FRM. O _ HEDSSTORAGE 3' 0 a0 O •:o O 0 / O M 00 M nt U) 00 7 O Z U 'i........... 81 ............... IR • W DM tc.'„ ••.:.. S ONE DRIVEWAY o a Z o � F ®WELL Sz C LIL>g22 dW o O a0 O n. z 27.3' N :iii:6F.i!f^ii}a�:ciii:3'riii:ie:•'r:::iicciii:9iii O :::•O'is3i•isisG:iS.;i:;i:;:;:;i:y;%; ;:ilii:�i?"riie:4: � i .....}•..........}•iiii2•i:•i:•:•i:;i:•{i:•:•:•:5ii 00 '~-13.2':<`;'i:;;"::;':;4fi: z? site �1 27.1 :...._.,..:.:....::::•:.:.::::....:.:.•::.;:: i �z?;' ::......:::i;;i L07 103 o':;;';•r: %'r:%`.... LOT 87 _ N82"01'10"E 125.00' MON. 30 MON. m BRICK LOT 102 I LOT 88 o xj STOOP eV 04 ' D _ 28.0' STONE MON, -- 2 �� PARKING AM LOT 101 ?''t'%t STY..FRM.':'A Oin ~ j I LOT 89 �i FRM. GARAGE UNDER CONST. ::::i:r:;;v;;%':;;»:¢:.'•': O E� ;.........:.... O t LOT 100 OF EXISTING f:1 21.6'— PORTION / / 9 22.4' GARAGE TO REMAIN t�".'11 O 3'x9' 9 (0 ► t WOOD / 9 I �\ SHED V° �----- —.� PORTION OF EXISTING LOT 90 GARAGE TO BE REMOVED. 1�0 g1 — — 915 LOT 91 v�0., �. MON.— o 5p 1 9 O MON. °l LOT 92 6' 9`' `flee. LAND N/F OF / �>T\ BLAIR McBRIDE 00 \ ao� / i dg onE nalBA ate THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 51,335.9 SQ.FT. or 1.18 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERA770M OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 71HE LAND SURVE'YOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 77-1E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770M LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING /NS77TU770N, GUARANTEES ARE NOT TRANSFERABLE, 7H£ OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT/N7ENDE0 TO MONUMENT 771E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL S7RUC7URES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 771E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 88-92 & 99-110 INCL. CERTIFIED TO: ANDREAS PFANNER; MAP OF. EUGENE HEIGHTS FILED:OCT. 29, 1928 No.856 i SITUATED AT: CUTCHOGUE Tow' OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 04-07-15 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design UPDATE SURVEY & LOC. FOUNDATION 02/25/15 4 /#r, 0/,/,, r P.O. Box 153 Aquebogue, New York 11931 FILE #21-237-3 SCALE: 1=30' DATE: MARCH 6, 2012 PHONE (631)298-1588 FAX (631) 298-1588 N.YS, USC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth H. Roychuk REVISIONS I 33'-6" 10 8'-6 1/2"PLATE HEIGHT Q I I CN In O W I O =O m x . N O I p 00 LA U Ln q N a O v v � Z N N N C) o N 5-1/2X14 POWER BEAM 5-1/2X14 POWER BEAM � U 00I BUILD WALL ABOVE T"07 R-s LW7t 1 BUILD WALL ABOVE TO RRs Ln 1 , 1 ' , 1 W� 0 1 In 1 1 1 W I t ' ' O. d LO , , I 1 � , 1 1 1 TT►►--,� ' (2)1-314X11-7/8 ML HDR 13'-41 PLATE HEIGHT (2)1-3/4X11-7/8 ML HDR ' (2)2X10 HDR (2)2X10 HDR L.J 81-0" g•_p" TW21052 3'-0" H 32"h TRANSOMS ABOVE WITH 32"h TRANSOMS ABOVE WITH 11-7/8 ML UNDER TOP PLATE 11-7/8 ML UNDER TOP PLATE 6'-0" 10'-0" 8'-4f1 5'-211 4'-0" F+� a 33'-6" O raoa � w FLOOR PLAN w U SCALE: 1/4" = 1' v 12 STUD WALL 2X1 TO RRs 2 RR @1("OC l� 0 5-1/2X14 POWERBEAM — - 5-`1/2X14 POWERBEAM USE 2X BLOCKING AS REQUIRED AT ct �j SOFFIT(TYPICAL) CD (START 4'FROM `V 1W Z EXTERIOR WALL TO END OF SOFFIT) _ W � (.0 o Y O �.::.. .�_. .. O00 U A CA L0 2X6 ACQ SILL PLATE '�' t7�' ✓g��i /'�/�'� TERMITE SHIELD "• A SILL SEAL PER CODE •; 4"CONCRETE SLAB REINFORCED w/6X6 8/8 WELDED WIRE FABRIC t �•' OVER 4"GRAVEL NOTCH 2"DOWN AT OVERHEAD DOOR OPENING 8"PC lAe in -— (2)16"X8"CONT.FTG. a i DRAWN: MH/MS (2)#5 REBAR SCALE: 1/411=1'-011 JOB#: CR S SECTION � September 28,2015 0SSHEET NUMBER: SCALE: 1/4" = V LET A ME T A-4 REVISIONS DAT E: B P ff NOTIFY BUILD!N'� AT TO P;./I FC-1� 'THE 765-1802 8 AM FOLLOWING 1,NISFE G i 10' 1 FOUNDATION - TWO RFQ1J1,--,LD FOR POUT r-71D CO`,!0RF-Tr-- 2. ROUGH - FR/V,�,11T,'G, & PLLIMB:,NG r77777 3. INSULATION 4. FINAL - CONS TRUCTIr'N MUST BE COMPLETE FOR C.O. CTION SHALI. MEET Tl-!' it REQUIREMENTS OF THE CODES OF NEVJ YORK STATE. NOT RESFOi,,;SIB! E FOR TtTL4� L—L T-- I'T- DESIGN OR CO'N'STRUCTION ERRORS. E� U 7"t GCY� tz� t TOWN CODES i NE YO 17,K S 117Y T gc� u rz t Un [j) H= AS REQUIRED AND CONDITIONS OF Q 1%) CC z - 60 t I JT�uDOIN Z",—A ---F- TF 1 -1 1 % f M LJ Lj L Al= TTI OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FRONT ELEVATION _ c 4 zc r. SCALE: 1/4" = V W - o o �U 1 11 ITI 11 1 1 1 1 I I H III H 1 1 1 Ill 11 ct W z co W W F— Z) T 41111 it 1- 1 O�(n 0 it �4 0 < co ou Ln it N J-11 T RIGHT ELEVATION 10 DRAWN: MH MS SCALE: 1/4" = 1' SCALE: 114"=P-0" k f JOB#: Match 19,2015 SHEET T NUMBER: i REVISIONS i 7-1 M �}1 jT 1 I m �_ f I I i I j I jT'i T1 f �, v cc fll cn z CD I ) I ; 1 i�1 ° I I i ( I 1 I p Zo _1 � FTLhly, 14i 1 11 11 U-1 Hill co FuilI I ! t U IIIL 1 I 1 i _ 1 i tT IT REAR ELEVATION � SCALE: 1/4" = 1' Q o 0 O wW � ww v - _.i i_ ►__.� _1 ! l_.. t L- - - -�- I -�- _� i771 � j ? I I - ( -- � i HI -4-i I 1 .7 o `T co i IFT1 11 Z r i Lu op ! i C U T _T ' Y O d = I LL LH FFT _T Ji NU - - - - LEFT ELEVATI0N � � � r. x r S , SCALE: 1/4 = 1 ;, 5k DRAWN: MH/MS i 4 ' SCALE: 1/4"=1'-0" F r {? JOB 4: 8 � March 19,2015 'q � 3"� -� �, SHEET NUMBER: A-2 i i REVISIONS 0 I 1 I 33'-6" q N ------------------------- - -----.-------------------------- - -------------------------------------------- f "-----------------------.--'-----•--'------'---- •p , 4-1 W Z Z U M Ile v 1 1 ! L CJ r-1 i I 1 •° I 0: V ! I O 7 • 1 i i I I I t I D ! p t i r I 4 ! in u co V I i O 1 ! I ! a . I • z P. ! w s ! Q+ ! ! l o ! O Q ' w O f p i •D ! r � w -- ------".------------ ---------------------"- --------------- ----------- ----- ---_....-- ---•--- .v . v 4 v e .o •v I 1'-10�/ ' 8'-3,,. 1,_9 8>_3>, 7,_9„ 3,_3„ ,_41/z„ CONCRETE APRON 22'-8" 33'-6" 4� 1.CONCRETE WALL TO BE B"THICK POURED,3000psi.ALL CONCRETE WALLS TO HAVE CONCRETE FOOTING. ct ct ct W Z 2.WALL FOOTINGS TO BE 16"WIDE X 8"THICK POURED W CONCRETE WITH 2X4 KEYWAY.FOOTINGS TO BE W REINFORCED WITH(2)#5 REBAR. D FOUNDco 3.ALL FOOTINGS TO BE INSTALLED ON UNDISTURBED (u YePER NYS CODE. < 0 ATION PLAN CONTRACTOR TO VERIFYSOIL MIN.TBELOW GRADSOIL ONDITTIONS FOR 00 COMPACTION (MIN.3500psi). ti SCALE: 1/4" = 1 N 4.SEE FLOOR PLAN AND DETAIL SHEET FOR ANCHOR BOLT REQUIREMENTS PER NYS CODE. ^ , 5.4"CONCRETE SLAB TO BE REINFORCED w/6X6 8/8 ,t WELDED WIRE FABRIC OVER 4"GRAVEL. �,. . 6.NOTCH SLAB 2"DOWN AT OVERHEAD DOOR OPENING. -C� s�. . r , . DRAWN: MH/MS SCALE: I/4"=I'-0" JOB#: March 19,2015 SHEET NUMBER: REVISIONS 33'-611 0 00 8'-6 1/2"PLATE HEIGHT TIE IN CJ TO STUD WALL w/2X6 AT EACH JOIST I o LIQ N d r N U !� 0 o Ij 64 ^� X .� N gj:t Q d: v o0 O .i+ rj U W - � �?. U r a _c C 'n Im Q x o O a N v� cel x Z cV N N 0 cV N z ----------------------,d 4 ----------------------- 1 1 1 1 1 1 1 1 1 1 1 1 N 0 1 + 1 Ln = 1 1 1 1 1 1 N 1 t 1 1 N 1 1 1 1 7 1 1 1 1 A 1 1 1 1 Q0 1 1 1 1 In ; ; TIE IN tJ TO STUD WALL Q 1 1 1 w/2X6 AT EACH JOIST 1 (2)1-3/4X11-7/8 ML HDR 13'-41 PLATE HEIGHT ( 2)1-3/4X11-7/8 ML HDR (2)2X10 HDR (2)2X10 HDRIL 81-0" 81-0" 3'-0", W O 32"h TRANSOMS ABOVE WITH 32"h TRANSOMS ABOVE WITH 2 0 2 LO O 11-7/8 ML UNDER TOP PLATE 11-7/8 ML UNDER TOP PLATE � w 6'-0" 10'-0" 8'-411 5-2" 4'-0" w U 33'-6" r- — — — — — — — — — — — — — — — — I I I I FLOOR PLAN ................. SCALE. 1/4" = 11 I ROOF�FSERS I I � I I 1.2X6 STUD WALL @ Ib"OC(TYPICAL).WALL TO BE ATTACHED TO �p ct 2X6 ACQ SILL PLATE. I ct Lu Z 2.SILL PLATE TO BE INSTALLED OVER TERMITE SHIELD AND SILL SEALI I w AS PER NYS CODE.SECURE SILL PLATE TO FOUNDATION WITH SHEATHING TO OVERLAP w ANCHOR BOLTS. I STUD WALL INTERSECTION _ I �-- Z) E) 0 3_ANCHOR BOLTS TO BE 5/8"DIAMETER AND EMBEDDED INTO I I Y O CONCRETE MINIMUM 7".SECURE EACH BOLT TO SILL PLATES I I O U WITH 3X3 SQUARE WASERS AND NUTS AS REQUIRED BY CODE. H BOLT SPACING TO BE MAXIMUM GOC AND wA P OF ALL INTERSECTIONS AND CORNERS PER CODE. CEILING JOISTS � � � N V 4.SHEATHING TO BE 1/2"FIR CDX.OVERLAP JOINT 2'EACH SIDE I o (SEE DETAIL). I I 5.SIDING TO BE SELECTED PER OWNER.USE WITH UNDERLAYMENJ I AS REQUIRED BY MANUFACTURER. I I TIE IN CJ TO STUD WALL gyp; W/2X6 AT EACH JOIST - — I err Y 44 ��' . I � ti tN Ap SC,S, ; DRAWN: MH/MS L — — — — — — — — — — — — — IJV SCALE: 1/4" �*aM JOB#: March 18,2015 SHEET NUMBER: A-4 R- REVISIONS WEB STIFFENER AS REQUIRED SIMPSON VPA3 17-718 .013601Y/ppp INSTALL SOLID SQUASH BLOCKS,SHEAR BLOCKING �N VARIABLE SEAT IRR @I6ROC AND WEB STIFFENERS AS REQUIRED BETWEEN AT CONNECTOR (qLT; EACH RAFTER.TIE JOISTS INTO STUDS w/ 0) (2)2XI2TIMBERLOK SCREWS BEVEL BEARING PLATE FOR 1 TIE JOISTS INTO STUDS DF2 916 AFTERS AS REQUIRED BY MANUFACTURER w/TIMBERLOK SCREWS STORM WATER MANAGEMENT DETAILS 2X10 DF#2 CJ @16"OC(NON-STORAGE) -- --- — - — 0 N.T.S. p PROVIDE 2X6 SUPPORT PROVIDE 2X6 SUPPORT USE 2X BLOCKING m I BRACE AT EACH JOIST BRACE AT EACH JOIST AS REQUIRED AT GUTTERS DOWNSPOUTS DRAIN PIPE TO STUD(TYPICAL) TO STUD SOFFIT(TYPICAL) U Cp (IY ) (TYPICAL) N a M M (START 4'FROM rn � GUTTER SIZE ROOF AREA ROOF A EA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE (INCH) p 1J76"SLOPE @ 1/8"SLOPE !FADER(IN) SQ.F7. GPM DIAMETER 1/B'SLOPE GPM 1/4"SLOPE GPM c N + EXTERIOR WALL TO Ry "-+ 3 340 480 2 1088 46 3 1644 68 2320 96 \ END OF SOFFIT) 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 1 (D 1 •1-+ �• 5 1250 1760 3 3220 134 5 6680 276 9440 392 1 CO O 6 1920 2720 4 6920 288 6 10700 444 15100 628 �+ c=Ll v x 2X6 ACQ SILL PLATE e• TERMITE SHIELD • , SILL SEAL PER CODE • e• e e• • • • e• e e• e e• • u• 4"CONCRETE SLAB REINFORCED w/6X6 8/8 WELDED WIRE FABRIC o OVER 4"GRAVEL NOTCH 2"DOWN AT OVERHEAD DOOR OPENING g"PC I WALL M 4 � (2)16"X8"CONC.FTG. (2)#5 REBAR F-� W N CROSS SECTION Q OGEE GUTTER—5TAN ARD 5 Q W O NOTES: SCALE: 1/4" = 1' 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: /''� 0 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTILLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR W ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACESAND SU ACES IN CONTACT WITH DISSIMILAR /' METALS WITH PROTECTIVE BACKING PAINT. O_ 1,,.4 3.INSTALLATION: coo A).PERFORM WORK IN ACCORDANCE WITH CDA H NDBOOK AND THE DRAWINGS. ^ U 1).GUTTER TO BE PITCHED TOWARDS LEADER�"TO Y FOR EVERY 40'OF RUN. \ U W A 2).SHEET METAL JOIN LENGTHS WITH WATERI`IGHT JOINTS. r l a).COPPER I LEAD:FLASH AND SOLDER GUERS TO DOWNSPOUTS AND �..J ACCESSORIES. I DRY WELLS TO BE 10'MIN. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT AWAY FROM HOUSE O CONNECTORS. 0 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 1 + 2+•oC 4� FU1 CONNECTION WATERTIGHT. OO C ri }�----� ri 4).PROTECTION: O 0 O ® ® 7+ a• A).PROTECT INSTALLED PRODUCTS UNTIL COMP ON OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PR(DUCTS BEFORE SUBSTANTIAL r -r COMPLETION. 1 ) �l � ® ITlk If f ( t �r t rf a19�,IGAL\5 um \ 0111 f�� I WDDDSOZEwSW/ f 1 WASHERS 1111'0,1- . I ROOF AREA: 1055 SQ. FT. D.C. 1x"« ti ` I 314"APA PLYNDOD W Z AT 100% WATER RUNOFF: 176 CU. FT. WAP A PATEDSNEAMINGMADE M� I I I W (ALTIIWATWINE..7116"O.S.O.) \1 r I I// ' I �1 / I ) I I I GRADE PYVMI)NEATHtNG ROVIDE (1) 8' DIA. X 6' DEEP DRYWELLS 1 J ATE"A"�"�: °5.&' i f i I •e `OJ It I r It 1 It I I I I /I �, flu STAINLESS STEEL 'f / 1 t /f ( 1t , I ( I I ( I I ( I /j ( O U OR GALVANIZED 2%90Fa2 / / I im° oW'WeI! WOwsluD YWELL CAPACITY: 253.5 CU. FT. TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0"OPENING) 'l w5711N SSSTEEL C^}-•I, 111 U I I I ( 'Imo AN@HS I) WOD° S 9w/ WASHERS l7'O C TYPICAL DOOR OPENING (LESS THAN 4'-OX8'-0"OPENING) 2�n 4'#2 STUDS CONWCTED TOLE WR WIT N STAINLESS STEEL OR CALVIN=WLTS W'/WAS HFPS e ANDNUTSA2'a"O.0 K e yy 4, TYPICAL TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) DRAWN: MH/MS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANED scALE: v4"=1'-0" JOB#: AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" �i J �y March 18,2015 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO SHEET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 4' HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. V�'�J i REVISIONS I WIND LOAD PATH C ONNEC TION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER DW.4LL CRIPPLE STUD WALL STUD 0 BOTTOM PLATE It• HEADER RIDGE ��© ©Q LEDGER BATH TUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION .4PPLIC ATI N HOLD DOWN CONNECT TO 1 SIDE F ALL CORNERS 1ST, ADS5 ANCHOR TO FOUNDATION W/ A CHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF .ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2N FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. .ADS5 ALL OPENINGS LST.Al2 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER .APPLY TO EACH RAFTER / LEDGER O ANCHOR PLATES OF 1.,T. FLOOR. C NNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHE W/ THREADED ROD. .ALL OPENINGS RT3 OR RT7 TMOWN ANCHOR APPLY TO EACH CRIPPLE STUD I 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKIIIG ®24"OC WALL STUD U THROUGH-ROOF EXHAUST VEI ITS SELECTED AND LOCATED BY CC14TRACTOR w IV w� �t METAL STRAP ,.� U Z VENTILATION CHANNEL U ti v °ti RIM BOARD AS REQUIRED RAFTER \' SILL PLATE(S) lie _ RAFTERS MAiIJTAIN . '• I ,• ! ,• • ,• • ,• VENTILATION WOOD JOIST 'ti" U FOUNDATION ro TOP PLATE BLOCKING 2x4 LEDGER BLOCKING ° STARRING TO BE ATTACHED TO WALL STUDS ® 8"OC AND ALL WINDOW/DOOR OPENING JACK STU S f 2x4 SOFFIT JOIST I ATTIC SHALL BE PROVIDED WITH A FASCIA MIN IAUM NET FREE VE14TILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED- ALL OPENIIIGS WOOD GIRDER 4' - 8" LSTA24 1-1 4"x24" 20 a. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT / 9 RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF -A INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / �� 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOW'N ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEH JOISTS THAT ARE SPICED AND `r. INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT2U 21-1/8" x 20ga. TYDO`NN ANCHOR { EACH RAFTER ION ALL OPENINGS 'y 2ND. FLOOR WALL Li ' RAFTER � 1--•I W I � Q WOOD JOIST ^ TOP PLATE O GIRDER/HEADER j� O WOOD JOIST P41ST. FLOOR WALL STARRING D AL�WINDOW/DOORBE DTO OPENINGLJAKDSTUDB OC WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION I APPLICATION E rA INSTALL 4'0" O.C. F[-�--�1 Z 4" - 8" LSTA36 1-1/4"x36' 18ga. STJP AND JACK STUDS LOCATION USF NUMBER DESCRIPTION APPLICATION �+ O CONIIECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS U RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8' - 16" MSTA48 1-1/4"x48" 16ga. STR P AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I I SILL GASKET � ONC. SLAB TYP. CONC. FOUNDATION ( /1 5 MIL. POLY - V DAMPPROOF EXTERIOR GRANULAR FILL ' 3 6MIL POLY ON EXTERIOR y - • 1, _ k` f ' V STEEL COLUMN v COfJC. SLAB I '4 a. ° v OLT EMBEDIA ANCHOR BENT: �,e ( iV POURED CONCRETE- 7" ♦ y COMPACT FILL :► BLOCK WAIT- 15" �` O w LJ.J KEYWAY FOOTING s V w f G t } i USE WITH 3x3 SQUARE WASHERS P'1 w z G'a Q'7 ' a Q CONC. FTG. 'D Q'� C O ANCHOR BOLT CONNECTION `. ct � (USP LBPS58 OR BP583) � �+ • FOUNDATION 5/8" DIA. .ANCHOR BOLT I I I � 111 REINFORC IG BAR N ui DRAIN TILE ♦ V ANCHOR BOLT CONNECTION - L` SUPPORTING MAXIMUM SPACING � � SILL PLATE TO FOUNDATION 1 STORY 72" OC ~ r_rnn CRAWL SPACE OR FOUNDATION) ! U V TYPICAL CONSILL PLATE TO FOUNDATION C. FOUNDATION. APPLY PILAS ERS 2 STORIES 35" OC Y 0 WHERE NEEDED FOR STRUCTURAL BRACIP G. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION0 V 'SLAB-ON-GRADE 1-2 STORIES 57" OC LLQ SUB FLOOR CONC. S,4B DOOR FRAME 6X6 10/1 WWM COMPAQ FILL GARAGE /'1....-_--__.__ JOIST f DOOR I USE 2X3 STEEL BEAM ."� FOR BLOCKOUT r< 4" SLAB t - ' I ;� W/ 6X6 WMM \ SLOPE P.T. PLATE / _ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT •ate �. < ► •„ 7 1 2" , •• _ • •� : (WITH A NAILING PLATE IF NEEDED) �� 04 ;. a p 67 _ •• TO BE APROX. 1/2" OR HIGHER THAN '" Xs �+� ryt•p AL1 a STEEL BEAM TO ALLOW FOR SHRINKAGE G .ADE 12" ►�•� �,��� O � sa '" . �+ s � _ O0 ° ►�••a0 ''� I— (PROVIDE STRAPPING TO KEEP JOISTS ALtIG Q' a d a e at 5X6 W.W.M. a DRAWN: MH/MS a Q A% A' °aMSCALE: 1/4 '- 0., a oe i —II f% r;. 1� >r �' <I REINFORCILG BAR • e.•-° ,',•,:".,;"�.:, IOB#f: h. '4 D ♦ REINFORCING BAR 4! 4 • o y r G + 1� 12' L' $ � March 18,2015 I . s a I1= �` DRAIN TILE do Ili 'e : `• e e j,:, — � �t ; M) SHEET NUMBER: s�!e LATE ��A" r;+ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) p REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. RE114FCRCE FOOTING WITH (2) #4 REINFORCING BARS. �► �y n2 :� i GARAGE DOOR BLOCKOUT ..""Q. iSL . -ZsE MJF Ns REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES CONSTRUCTION N OTE P- RAFTER TO 8'WALL:3-8d COMMON EACH: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) TOE-NAIL 1j.The information within this set of construction documents is re� CEILING JOIST 8'WALL ated to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) •3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST g y p g g p p PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finis ied,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 � 0 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances a d regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for is building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) OTHER THAN SLEEPING (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS( ) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 "s DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are o warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY ( specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL () �n ti TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION nj �-1 m CO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ZS -FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings corners. TOP PLATES AT JOINTS FACE �' m 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � 6).The General Contractor is to ensure that masonry or prefabrac ed fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEv or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON STUD O.C. NAIL EGRESS Sym SEE FLOOR PLANS AND WINDOW SCHEDULE C) P PP attached with 8d common nails at 6"o.c.at the panel edges and 12"o.cin the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all bui t-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS gypsum P 16d COMMON SMOKE&CO2 DETECTORS � V such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL TRUSS DESIGN N A STANDARD STICK FRAME CONSTRUCTION U m in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON -PER 2x4 STUD END � 8).Wind load requirements shall be taken into account during con traction. PLATE TO STUD 3-116d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: o FOUNDATION NOTES!: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL 2-16d COMMON BAND JOIST, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST, FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations;details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grad4. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs a d abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interi4 areas. 4-Sd COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4}.Any new concrete walls being attached to existing concrete str+sscture shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Bd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epo y for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Tri 5).Unless otherwise noted,all slabs on rade to be 2500 Bd COMMON `J g P.O..p.s.i..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh rein orcin Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g o g Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 950/6 r lative density with g 3-16d COMMONC° C° NOTE:2 FOR PANEL FIELD ~ � anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g Q W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 (� 6).Crawl spaces to at provided with r minimum.of access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL 0�4 0 8x16 cast iron foundation vent for every 150 sq.ft.of area. ���•�-�� TO BEAM ,DIST NAIL JOIST ON LEDGER 3-BdCOMMON PER TOE ' '� ES DECK AND COVERED PORCH NOTES: � 7).Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z N-Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END C) the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ,./ U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2)-Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1 P 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. [-0 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. z 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL w 3}.Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. Q.n, SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For v below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEI I Ed AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q Douglas Fir. 4}.Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3).Floors,walls,ceilings and rafters to be spaced at lb inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACINGSEE NOTES:1,3 (BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ b"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x1 #2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)full length stu 6).Concrete piers s s on each side of all WALLBOARD 10"O.C.FIELD @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 hall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length st ds on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sillplates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 51 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavydu alvini ed hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall tY g g PANELS WFCM-SBC be used. ^l anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floorjoist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD b"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper to d capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. ct on plans. WALLBOARD 10"O.0.FIELD �- 7).Provide 2-1-3/4"thick microlams(height to match floor joist)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. W Z other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W LLl F- 8).Dormers running up roof rafters are to be supported by doubl rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z) where applicable unless otherwise noted. U) O 8d COMMON state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" d. O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �..� Y0 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED O V under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) H 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. In requirements. I,- 10). Provide insulation baffles at eave vents between rafters.Instal1 draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO 1F Fireblocking shall be provided in wood-frame construction in the following locations. rr,�, N V needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor n , 11).Unless otherwise noted,all roofs and walls to have a minima 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advant ch plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finishe floor to be installedELECTRICAL NOTES' members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shalt be used to maintain load path- drop ceilings and cove ceilings. " 1).All electrical to be installed as per N.Y.S.Residential Construction Code. ,. " 13).All bathroom walls to have 1/2"thick moisture-resistant sheet ck.Garage walls and a�C` �+`� g 2).When wall sheathing is continuous over connected 3)-In concealed spates between stair stringers at the top and bottom of the run.Enclosed spaces � � '• ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ' �A�" DRAWN: MH/M5 to have regular 1/2"sheetrock.All walls to be taped and finished- to be reduced tol-16d nail per foot. s.� 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 � - - SCALE: 1/4"=P-0" , 14).All roof with a pitch less than 4:12 shall be installed with an I 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of &Water barrier or of N.Y.S.Residential Construction Code. k roved equal.Flat roofs shall be applied with a Fiber 1as bases sheet with an EPDM SOIL COMPACTION: flame and products of combustion. a JOB#: PP q PP g torch down down type material over. 1}.NEW FILL TO 8E CLEAN OF ORGANIC MATERIAL.CONTRACTOR ? March 18,2015 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressu a treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED- ' n .?� be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR �� NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-7 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.