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Home My WebLink About43418-Z F04 Town of Southold 7/13/2020 "k P.O.Box 1179 53095 Main Rd Q4,1 "' p4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41242 Date: 7/13/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 555 Riley Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 143.4-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/16/2019 pursuant to which Building Permit No. 43418 dated 1/24/2019 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: alterations and addition incuding outdoor shower stall, to an existing one family dwelling as applied for per ZBA#7262 dated 6/6/2019. The certificate is issued to Power,Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0007 6/30/2020 ELECTRICAL CERTIFICATE NO. 43418 12/13/2019 PLUMBERS CERTIFICATION DATED 2/17/2020 i ael Yantsos rile'kSignature TOWN OF SOUTHOLD aye BUILDING DEPARTMENT ca - TOWN CLERK'S OFFICE o . 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#: 43418 Date: 1/24/2019 Permission is hereby granted to: Power, Richard 112 Gabriel Ct Hills Borough, NJ 08844 To: make alterations only (including window, header and wall removal) to an existing single family dwelling as applied for. 9 At premises located at: 555 Riley Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 143.-4-16 Pursuant to application dated 1/16/2019 and approved by the Building Inspector. To expire on 7/25/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 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. New Construction: Old or Pre-exi'ssttiing Building: (check one) Location of Property: �� /`��C,67 K �u� �v,�/ JTU�� House No. Street Hamlet Owner or Owners of Property: A A4 PD Gv'FZ Suffolk County Tax Map No 1000, Section /f3 Block If Lot Ar Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ Applicant Signature cq%V SO Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �O sean.devline-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karen Power Address: 555 Riley Ave city Mattituck st: NY zip: 11952 Building Permit#• 43418 section: 143 Block 4 Lot 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B J Electric License No: 2670-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Seance Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 17 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures $ CO Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 2 Pumps Transformer Appliances Dryer Recpt Bath Exhaust Fans 1 Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures Combo SD/CO 1 Other Equipment* Notes. Addition Bedroom, Bath, Hallway & Living Room Inspector Signature: Date: December 13, 2019 S Devlin-Cert Electrical Compliance Form As "*q ISA ryol Townl-&.Annex Telephone(631)765-1802 54375- Road ;A , : Fax(631)765-9502 P_0-Box-1179 Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD FEB 2 4 2020 tE-RTIFICATION Date: 7 Building Permit No. Owner: PC _4Jae,"', , q4, (Please print) P-Iumber:_=S O=5 1 �N t Ua _--_ 1-14 K---Y- (Please --(Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum rs-Signature) Sworn to before me this day of u ew(. AV- 20.-10 THOMAS McCARTHY Notary Public,State of New York or NO 5004790 Qualified in Suffolk County Commission Expires Nov.23•28_� Notary Public, ountyo� q,j SOF 50(/ly * # TOWN OF SOUTHOLD BUILDING DEPT. couMv��`' 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: j;A - b v v � �MIAA DATE INSPECTOR So OF UryOlo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA S: '�V1prYvis I/ e7 �' DATE O INSPECTOR va pf SOUTyo (4 # # TOWN OF SOUTHOLD BUILDING DEPT: �`y�nuxn ' 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 REMARKS: �79avjg Ole- DATE C12- l INSPECTOR t < TOWN OF SOUTHOLD'BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1 ST [ ] UGH 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 REMARKS: DATE INSPECTOR L — -_- a0FS0UTH �� ►� ria�/ Ave opo / # * TOWN OF SOUTHOLD'BUILDING DEPT. co765-1802 - 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)j4d-A " !6 77 [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rL DATE Z INSPECTOR pE SOGI -�---- * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 JNSPECTION - j ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE &=CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEo INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 October 31, 2019 Mr. Michael Verity Principal Building Inspector Southold Town Building Department 54375 Main Road Southold, New York 11971 Re: 555 Riley Avenue- Permit#43418 Dear Mr. Verity: I inspected the insulation installed in the walls, roof, ceiling, and floor and the sealing of the wall joints in the renovated areas in the Power residence. I found the insulation to be installed as specified in the plans and in accordance with Code. If you have any questions, please call me at 298-1986. Yours truly, �� NEW don, P.E. x �® 05168 �D*®FESSD® DEC - 52019 - y Condon Engineering, P.C. New York,State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 October 25, 2019 Mr. Michael Verity Principal Building Inspector Southold Town Building Department 54375 Main Road Southold, New York 11971 Re: 555 Riley Avenue- Permit#43418 Dear Mr. Verity: I inspected the water supply and waste plumbing at the Power residence. I found the PEX plumbing for the water supply and the PVC plumbing and house trap for the waste to be installed correctly and in accordance with Code. If you have any questions, please call me at 298-1986. Yours truly, Condon, . 'gF® 051684 FESSIO�'��_ OCT 2 5 2019 FOUNDATION 'FOUNDATION (2ND) ROUGH FRAMING PLUMBING INSULATION PER N.Y-. '.,.STATE ENERGY CODE MUTT � ► e A-VDITIONAL COMMENTS Mum. MOM t , i we!W2 �l ►% � NOW 4 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 (3I Survey Southoldtownny.gov PERMIT NO. I Check Septic Form MY S.D.E.C. Trustees C.O.Application [E I Flood Permit Examined 20 !~ �I DD Single&Separate Truss Identification Form JAN 1 6 2019 Storm-Water Assessment Form Contact: Approved ,20 Mffi4 Ea !/! TOWN OF SOUTH Disapproved a/c iration 20 (Do Ex /��3 ( y7 ZLf"P Building Inspector APPLICATION FOR BUILDING PERMIT Date 1� 4 , 20 19 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 zoning amendments 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 re oval or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building cod using code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. rn > W (Signature of applicant or name,if a c rporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises SCA REN POWER. (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. 1-1 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:n b5s— 1�1L>✓7 P fc MAT-T r I-VO- House Number Street Hamlet p County Tax Map No. 1000 Section i.-� BlockLot 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 4��(�a� 1 � b. Intended use and occupancy / 3. Nature of work(check which applicable): New Building Addition Alteration V/ Repair Removal Demolition Other Work Aoo F-Ig:ADeP -Re:MOJE WAuL.. ,d C-, /-, 11 „ �� Aao �� .w� oou1 (Description) 4. Estimated Cost a- F le, (To'b s e paid on filing this application) 5. If dwelling, number of dwelling unitNumber of dwelling units °on each floor If garage, number of cars N A 6. If business, commercial or mixed occupancy, specify nature'anj,e'xtent of each type of use. 7. Dimensions of existing structures, if any: Front Rear 3�' Depth 26 3 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 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 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ✓ I 3. Will lot be re-graded? YES NO V Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Le w Dow ENEi N co2 i Address 1I S'S" 5i6l5 e:Z5" " Phone No IS) -Z5$-A 8 6 Name of Contractor�enJG `3u 2.nrs C N-je&c►MC,1,*ddresAcq,% 113 f (-JTc Not-i-rtI'hone No.6-9 I - 916 •)121 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 MAY BE REQUIRED. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF O G being duly sworn, deposes and says that(s)he is the applicant (Na e of individual signing contract) above named, (S)He is the (Contracto Agent, rporate 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 to before me this (D 1 day of U(jiJ► - 2019 TRACEY L. DWYER (,V ()Notary Public PUBLIC,STATE 0 pp Signature of Applicant NO.01 DW6306900 g QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20,rl- 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 16, 2018 TO: Eileen Santora(Power) 650 Vanston Road Cutchogue, NY 11935 Please take notice that your application dated October 3, 2018 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 555 Riley Avenue, Mattituck County Tax Map No. 1000 - Section 143 Block 4 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 7,060 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that on lots measuring less than 20,000 square feet in total size, require a minimum total side yard setback of 25 feet and a maximum lot coverage of 20 percent. The proposed construction notes atotal side yard setback of 1 feet and a lot coverage of 22%. r r - ------- -Trld�;S ------------- Augna Cc: File, ZBA t FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 16, 2018 AMENDED: November 16, 2018 TO: Eileen Santora(Power) 650 Vanston Road Cutchogue, NY 11935 Please take notice that your application dated October 3, 2018 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 555 Riley Avenue, Mattituck County Tax Map No. 1000- Section 143 Block 4 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 7,060 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, require a minimum total side yard setback of 25 feet and a maximum lot coverage of 20 percent. The proposed construction notes a total side yard setback of 14.5 feet and a lot coverage of+/- 21.4%. This Notice ofDisapproval was amended on November 16, 2018 after the submission of a new survey. cz� - ------- ------------- -- Aut ed Signature Cc: File, ZBA BOARD MEMBERS o�*zF $OUlyOl Southold Town Hall Leslie Kanes Weisman,Chairperson O 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® �O� Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento ' Southold,NY 11971 _ http://southoldtownny.gov C ® L 1_�' ZONING BOARD OF APPEALS RECEIVE® TOWN OF SOUTHOLD W �,kd- 6,yo AwI JUN 1 2 2019 Tel.(631)765-1809•Fax (631)765-9064 JUN 1 1 2019 nm&° Sou hold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 6, 2019 ZBA FILE: #7262 NAME OF APPLICANT: Karen M. Power PROPERTY LOCATION: 555 Riley Avenue,Mattituck,NY SCTM: 1000-143-4-16 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 December 17, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming 7,060 square feet, .13acre, rectangular- shaped lot located in the R40 Residential Zoning District measures 50 feet along Riley Avenue with a western lot line measuring 169.96 feet along a residentially developed lot, a northern lot line measuring 76.18 feet along a second residentially developed lot, and an eastern lot line measuring 112.48 feet along a third residentially developed lot. The site is improved with a 1-story frame dwelling, attached screened porch, two concrete stoops and flagstone path, blacktop driveway, small garden shed and perimeter fencing as described on the survey prepared by Steven J. Willard,Licensed Land Surveyor and dated September 18,2018. BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's October 16, 2018, Amended November 16, 2018 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required minimum total side yard setback of 25 feet, 2) more than the code permitted maximum lot coverage of 20%; at: 555 Riley Avenue, Mattituck,NY. SCTM#1000-143-4-16. RELIEF REQUESTED: The applicant requests variances to increase the habitable interior square footage of an existing one-story single family residence from 1,005 square feet to 1,514 square feet by adding an additional bedroom, full bath, dining room and laundry room along with expanding existing living room and kitchen with a Page 2,June 6,2019 #7262,Power SCTM No. 1000-143-4-16 total side yard setback of 14.5 feet where the Code requires a minimum of 25 feet and a total lot coverage of 21.4% where the Code permits a maximum of 20%. ADDITIONAL INFORMATION: The Notice of Disapproval was amended, November 16, 2018, after the submission of a new survey by the applicant. No member of the public or immediate neighbor spoke in favor of or against this application; however, a neighbor living across the street submitted a letter of support on April 7,2019. The applicant's building contractor offered testimony and acted on behalf of the applicant's agent who was absent during the public hearing and indicated that in order to reduce lot coverage for the proposed addition, an existing sun room will be converted to and expanded for an enhanced living room; also, a garden shed on site will be removed. Additionally, all proposed alterations and additions are working off of and will follow existing setbacks. On April 25, 2019 the applicant's agent submitted three Zoning Board of Appeals prior decisions to augment their application for relief. The Board refused acceptance of these decisions as they were not local to the immediate residential area of the subject property and again requested the applicant's agent to provide prior decisions relative to setback and lot coverage relief. On May 22, 2019, the applicant's legal counsel submitted a letter listing the following three prior ZBA decisions as comparisons: 45627 2004 Carroll #6312 2009 Terranova #6156 2008 Seber Although lot coverage relief granted in the above listed items were not considered substantial, these files were also included in the listing we received on May 22, 2019, and it should be noted that these properties were not located in the immediate residential area of the subject property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 11, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Riley Avenue is a single lane road with only one way in or out servicing approximately a dozen homes, the majority of which are waterfront. Most homes were built prior to zoning and do not meet the current zoning standards for front yard, side or combined side yard setback. Furthermore, while the proposed additions and alterations are to expand the footprint of the existing house, the applicant does not propose to further reduce the already existing setbacks. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. While the applicant could add a second story to the existing house, thereby reducing lot coverage below the maximum allowed 20%, a variance would still be needed for the existing combined side yard setback. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 42% relief for the combined side yard variance and 7% relief for the total lot coverage from the code. However, the residence is existing with the combined total side yard of 14.5 feet and the applicant does not propose to further increase this non-conformity. While the lot coverage is exceeded by 7%, in comparison to the actual lot, the difference is 1.4%, which is a nominal amount that will allow the applicant the benefit of alterations and additions to an existing residence. Page 3,June 6,2019 #7262,Power SCTM No. 1000-143-4-16 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the benefit of alterations and additions, consisting of 509 square feet, including adding an a bedroom, full bath, dining room and laundry room along with expanding existing living room and kitchen 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 Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by Steven J. Willard, Licensed Land Surveyor and dated September 18, 2018 and the constructions plans labeled Plan#515 Sheets 1 &2 revised August 23, 2019, sheets 3 & 4 dated September 10, 2018, prepared by Eileen Santora, Residential Designer and stamped by John J. Condon,LPE. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to receiving a building permit,the owner(s) of the subject property cited herein must sign a statement acknowledging: a.That the applicant(s) have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s) will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code. 2. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 3. The applicant shall remove the existing garden shed. 4. No further expansion of the residence,i.e. second story, may be added without review of the Zoning Board of Review. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. ' Section 280-4 of the Town Code defines"Demolition"as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. Y Page 4,June 6,2019 #7262,Power SCTM No. 1000-143-4-16 Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 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(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) Leslie Kanes Weisman, hairperson Approved for filing ,� / /0?©/ o�SuFFoc�-�oG o� y� ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 oy • ��` P.O.Box 1179 ® Southold,New York 11971-0959 O! �� Fax(631)765-9064 Telephone(631) 765-1809 ZBA FILE: #7262 NAME OF OWNER(S)OF SUBJECT PROPERTY: Karen M.Power PROPERTY LOCATION: 555 Riley Avenue, Mattituck,New York DATE OF ZBA DETERMINATION: June 6,2019 SCTM No. 1000-143-4-16 PROPERTY OWNERS STATEMENT �- , Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledgJ t 14e:2019 1. have received and read ZBA determination number: #7262 Dated: June 6,1019z,--w7,-, r T 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof'or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) /�/�/��n/ �, %)Y,2eF Signature of Owner(s) / Dated: 1i�3 zg Dated: L Sworn to before me this / 3� day Sworn to before me this day of JL"'f2 ) . of 20 Notary Pd6lic CARL=Dec Notary Public Notary Publ My Commiss 112 Gabriel Court Hillsborough, NJ 08844 June 13, 2019 Leslie Kanes Weisman Zoning Board of Appeals Town of Southold54375 Main Road Southold, NY 11971 Re: ZBA File #7262 — 555 Riley Avenue, Mattituck, NY Regarding the conditions that were attached to my recent variance approval, I agree to the following. 1 a. I have read this determination and understand the limits of the variance relief granted herein. lb. There will be no other demolition other than what has already been approved. 1 c. I understand that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy. 2. I understand that this approval is not effective until the required conditions have been met. 3. The shed has already been removed. 4. We have no plans to add a second story to the house. I hope this addresses all of the conditions listed on your determination. Yours truly, Karen M. Power r Scott A. Russell ,��°su '�v� STO]KI��1 WA\TE K SUPERVISOR AWA&NA,GIEAMI 1ENT SOUTHOLD 53095 Main Road--S 9 OUTHOLD,NEW YORK 11971 O �,o� ��a Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) OO)ES THIS PROJECT INVOLVE ANY OF = FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑tM A. 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. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EN E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El P9 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. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT Aepc"91H7ef Design Professional, ) S.C.T.M. #: 1000 Date• Dis rict f j NAO�/UJV C�/�3'ON r•.C+ `Tc�/ /ID ~� +•s. rNoj Lot ****FOR BUILDING DEPARTMENT USE ONLY**** Contactlnfoi �( g��'"'L (q 94- (idepho Reviewed By: — — — — — — — — — — — — — — — — - - - - - - - - Date- - - - - Property Address/Location of Construction Work: — — — �+�-��`� y Approved for processing Building Permit. c 1 Stormwater Management Control Plan Not Required. �� 1✓C�/�/l/ Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 obk BUILDING DEPARTMENT- ElectFical InsRec or TOWN OF SOUTHOLD-`, ! Town Hall Annex - 54375 Main Ro}al-S �� X019 PO x 7 E� Southold, New York 11971-0959 �4; p�� Telephone (631) 765-1802 - FAX (631) 765-9502. _ f 4r roger.richert(a-).town.southold.ny.us i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED-BY:" -- oaf r�7 �� 2 Date: - Company Name: 6, <e/i��IZ/� Name: License No.: �� 7,P /y/e�, email: /210A 4360w a).c0ot., Address: Phone No.: s &- "'a"V JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: T-�J�f- L email: Tax Map District: 1000 Section: tLf Block: Lot: BRIEF DESCRIPTI)ON OF WORK (Please Print Clearly) b 17/19ti ®nJ e-0 C-0ii4^ 654 (/5 A6 Xsn Circle All That Apply: Is job ready for inspection?: YESNO (EgD Final Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs 1 o��uFFO(,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P. O. Box 1179 N = Southold, NY 11971-0959 • BUILDIN_G QE_R RTWENT_ ____ _ NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: �Jr'S 0&k IV t9U5T /-1A7-T/ruck Please take notice that the(check applicable line): New commercial or residential structure o✓ Addition to existing commercial or residential structure Rehabilitation to.an existing commercial or residential;structure to be.constructed or,performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) V", Timber construction (TC) in the following location(s) (check applicable line): o/ Floor framing, including girders and beams (F) Roof framing (R) l✓ Floor and roof framing (FR) Signature: Name (person submitting this form): / `541w'O eA Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 /2.77 The construction type STROKE designation shall be 661157 66117!' 66ll1777 gV"or. 6677 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the RCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ AKF77 FLOOR FRAMING, INCLUDING ® tl GIRDERS AND BEAMS F "W5 ROOF FRAMING "FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES Ofr SO(/ry®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ BUILDING DEPARTMENT TOWN OF SOUTHOLD January 14, 2020 Richard Power 112 Gabriel Ct Hills Borough NJ 08844 Re: 555 Riley Ave, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate fee of$50.00. xA F'nal Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT—43418 -Alterations Eileen Santora 650 Vanston Road Cutchogue,NY 11935 PHONE: 631-734-2794 Email: eileendrawblu@optonline.net Town of Southold Building Department Town Hall Southold, NY 11971 January 15, 2019 To: Southold Building Department An application for a permit was summitted on October 3,2018 to construct additions and alterations to an existing single-family dwelling at: 555 Riley Avenue, Mattituck NY County Tax Map No. 1000 Section 143 Block 4 Lot 16. As we acknowledge the disapproval of the construction of the addition prior to the Zoning Board of Appeals decision,we ask the Southold Building Department to issue a permit to do alterations to existing dwelling. The alterations are: Remove wall between kitchen and existing living room (future dining room) Install Flush Header Install New header and window in existing living room (future dining room) Sheet rock,tape and spackle Move electric as necessary Install insulation where necessary Patch exterior shingles This construction will be done by: Doug Burns Contracting Inc. P.O. Box 1135 Cutchogue; NY 11935 Sincerely, 6Z& . se � Eileen Santora LOT COVERAGE CALCULATION: EXISTING: PROPOSED: LOT AREA: 7,060 SQ FT LOT AREA' 7,060 SO,;FT HOUSE AREA' 1,005 SQ FT HOUSE AREA. 1,514 SO. FT CURRENT LOT COVERAGE: 14.2% PROPOSED LOT COVERAGE: 21.4% 122, RECEIVED 1 STORY [Io0] Nov R� wo FRAME `�' �01)/11 ( TAX LOT } 139' y 7) 0 ZONING BOARD OF APPEALS [96] `. A`9 OF sr �n co y I "e,fj a 1 � 1 [9 2] o [9 4] [8 7] x 1,/t�• t91]$ W-07' (a [8 9] \ x](TAX LOT \ f 91 •. lir N ✓/ I [GRASS] [8 6] [8 5] x p TAX LOT x o --71 I �'[8 41 SHED TO r'' \ co ` PROPOSED BE REMOVED„ , CIR.I SHOWER T w i \ 112 5t� i a o pR19.5o` , 1 STORY 2.5' [7 s] � b� GARAGE [77] 0 15.50' 25.1 1 �Cf�NC] ❑ ^6 1 SCREENED 12.0' PORCH 2.I' H > P/o 1 STORY 3 OUTDOOR i > - — --- -- - ---- FRAME 1 STORY FRAMEr— [7 4] , TAX IAT[HOUSE No.555] I_�) —960' FINISHED FLOOR tEL 8.6'1 I ., 2 ' + 121- 1,7— [711 21'1”[7t] Certified, as noted and limited below, only to: 255' 24,7' 247' I LAG ALK 247 U-I — KAREN POWER x 6.9 - [GRASS] �= ±547 0'TO THE EASTERLY -- f [ ) - [6 71 rl` M SUBJECT PREMISES AREA= 17,060 SO FT (0 162 Ac.) SIDE OF BAY AVENUE 1, I16 6] FOUNDT THE PREMISES HEREON BEING KNOWN AS DISTRICT 1000 MONUMENT 50.00' x S70'31'00"W SECTION 143 BLOCK 4 LOT 16 AS SHOWN ON THE f FOUND [6 7] 1651 OFFICIAL TAX MAPS OF THE COUNTY OF SUFFOLK. — — — — [ ) [6 91 3- — — [ 61 — — [6 3] // [6 21 — [s o] THE SURVEYOR'S SEAL,SIGNATURE AND ANY CERTIFICATION APPEARING HEREON SIGNIFY THAT, TO THE BEST OF HIS KNOWLEDGE AND BELIEF, THIS SURVEY (7 41 [ °] [6 9] [6 s] [s 2] [s O] WAS PREPARED IN ACCORDANCE WITH THE MINIMUM x x x STANDARDS FOR LAND SURVEYS AS SET FORTH IN THE RILEY AVENUE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC. — — —— — — — — — — — — — —— — — = —— — — — —— — CERTIFlCATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS PREPARED,AND ON HIS BEHALF, TO THE TITLE COMPANY,LENDING INSTITUTION AND GOVERNMENTAL AGENCY LISTED HEREON, SAID FINAL MAP CERTIFICATIONS ARE NOT INTENDED TO RUN TO ADDITIOSUBSEQUENT TITLE COMPANIES TENDING INSTICONTRACT VENDS, REVIEWED BY ZBA SUBSEQUENT OWNERS OR FUTURE CONTRACT VENDEES. ELEVATIONS HEREON WERE TAKEN FROM AN ACTUAL SEE DECISION # _ PROPOSED SITE PLAN FIELD SURVEY BY THIS OFFICE ON JUNE 15, 2018.ALL DATED� �� ELEVATIONS ARE RELATIVE TO NAVD-88 DATUM. PREPARED FOR UNDERGROUND IMPROVEMENTS, STRUCTURES,RELATED DREY POYER OR ENCROACHMENTS, ANO ANY EASEMENTS RELATED THERETO,ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. PROPERTY S1 7-UA TE A T 555 RILEY A VENUE UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY P of NEW Y0 HOLD MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA COO 4� 7� TOWN OF SOUTH VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE a < NEW YORK STATE EDUCATION LAW, 11 COUNTY OF ,SUFFOLK CONTRACTORS' LINE & GRADE SOUTH L.L.C. r- 4 v STATE OF NEW YORK 23 Nepperhan Avenue (�,L 0500511 SCALE.- 1" = 20' Elmsford, New York 10523 S Q� Phone: (914) 347-3141 Fa LAND SEPTEMBER 18, 2018 offlce@ neandgLq.§e.net Copyright (c) 2018 CONTRACTORS'LINE& GRADE SOUTH All rights reserved 0 \37-2408 555 RILEY AVENUE-Mattituck NY\dwg\2408-Survey dwg j \ ! --- ! in '-1 ` z � - ty� ' . vor'`«V� � | Z to ` � ~ . . ' U£7�� T . .. . . . . .. Tic, tjwn '- m i� | � - � � � oi ( . 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W Z-#h,Q�i�.OW1°Fi " I f � oFOE i I \ I i �— J \ �-� '1 -- -.� �� oi�•:�.I_I a I� � I , I o u o: , u F,w Pt avt 65 r-I~t-,Ar©IZ oG. m I I =� p I I --a — -- -- 24^LONG <�Er 0,•` Itirc> aclsnl�c, m '� IIDTG : IW -r-- - - COfJGQPTe WALL,6,1��Ge20d_K"�p ` It IJOT�; &LJ ow I PI3JVID1 #5 I k t i L'F - s I Lc>✓,;N SIU u t- —� ST co.-Iv*, ©12'0.6 24o LN6. -- ----- - COI.IGIzr3TrE WALL I Anip c p-,cYJTT D FINAL R{AP REVIEW'::D BY ZBA UhlClsYt� �� ! SEE DECISION# T I 3 ✓R P� ! i �DATED 1_(p if ')c -4t)rL-- ® Z nisi�G Pnz;i ro /,Ll U I 4X(o Gla?Dr;:k'- I f 41 turn K L ALL I * . D II II ALr: Y-4 _ I,o„ 5-- RI LC Y/AVS MA7r1 TL)C-K 'NY T&TIEq-10.2or� DfZPWr!8Y ,Sa1VTO�s� R>✓MCve i%�CI`yr1 fJU �T-ICLOS>✓D R�QGF IN REAR ,ADID 1J 81-A L I V I W-4 K"I5FIDRN AW'D BAT-N p I-f . DDI,rI C}j PLA 144515 s+?FFr 564 � ►-01 Y 122' 1 STORY [10.0] FRAME J' TAX LO7' 13.9' 0 [9 8] rr _ C 07 i _ fy CD H C O c1 I _ ,& '- ON- [94] r m x [8.7] c xY0$ P/o W-01 I to (s 1] I [8 9] (8 9] v i [GRASS] [8.6] IV 8.5] % ca i [ TAX � O C 17 I TAX LO LDT T .4W�1}�Qhs 16-/ m (1R. � [7 9] � 1 STORY } GARAGE [8.1] -7-7 /( 25.1' I A 4.1 R ,.8] i p nL/O C 'OUTDOOR1 STORY 2�' a 4 SHOWERW W �V� ` FRAME I 1 STORY FRAME j �- [ 15 a] _ [HOUSE No:555) 26.0' FINISHED FLOOR I ' (EL. 8.6] _ 25, + 12.1' l ll W � � V F [71] CONCRETE& I� Certified, as noted and limited below, only to: 25.5' 24.7' „ 24.7' FLAG WALK247, 1 1. > — KAREN POWER GRASS 1547.0' TO THE EASTERLY - x[6 9] r x [GRASS] [6 7] \ SUBJECT PREMISES AREA; 17,060 SQ. FT. (0.162 Ac.) SIDE OF BAY AVENUE 1 16 6] MOFOUND NUMENT I I THE PREMISES HEREON BEING KNOWN AS DISTRICT 1000 MONUMENT 5000' S70'31'0 "W SECTION 143 BLOCK 4 LOT 16 AS SHOWN ON THE I FOUND [6.7] . [6 5] OFFICIAL TAX MAPS OF THE COUNTY OF SUFFOLK. [71] ` [ 6] — [6.3] — [6.0] - - - - tea [69] - - - - - - - [6 2] THE SURVEYOR'S SEAL, SIGNATURE AND ANY W W W CERTIFICATION APPEARING HEREON SIGNIFY THAT, TO THE BEST OF HIS KNOWLEDGE AND BELIEF, THIS SURVEY (x (x0] (6 .x9] [6.6] [6 2] [6.0] WAS PREPARED IN ACCORDANCE WITH THE MINIMUM x x x STANDARDS FOR LAND SURVEYS AS SET FORTH IN THE �TT �T., AVENUE TT T� CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE Y 1L ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. G G - G — — — — — — — — — — — — — — — — — — — — — CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR — — — — — — — — — WHOM THIS SURVEY WAS PREPARED, AND ON HIS BEHALF, TO THE TITLE COMPANY, LENDING INSTITUTION AND GOVERNMENTAL AGENCY LISTED HEREON; SAID CERTIFICATIONS ARE NOT INTENDED TO RUN TO11114APRO �I6 ADDITIONAL TITLE COMPANIES, LENDING INSTITUTIONS, ( 6 SUBSEQUENT OWNERS OR FUTURE CONTRACT VENDEES. 16 ELEVATIONS HEREON WERE TAKEN FROM AN ACTUAL � FIELD SURVEY BY THIS OFFICE ON JUNE 15, 2018. ALL �O TOPOGRAPHIC SURVEY ELEVATIONS ARE RELATIVE TO NAVD-88 DATUM. PREPARED FOR UNDERGROUND IMPROVEMENTS, STRUCTURES, UTILITIES KA REN POWER OR ENCROACHMENTS, AND ANY EASEMENTS RELATED THERETO, ARE NOT SHOWN HEREON-UNLESS OTHERWISE NOTED. PROPERTY S1TUA TE A 7- UNAUTHORIZED UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY of NEW - 555 RILEY A VENUS' MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS ATO FN OF SO UTHHOLD D VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. , COUNTY OF SUFFOLK CONTRACTORS' LINE & GRADE SOUTH L.L.C. o STATE OF NEW YORK 23 Nepperhon Avenue SCALE: 1" = 20' Elmsford, New York 10523 (� 050051, Phone: (914) 347-3141 C� S��` Dote: JUNE 15, 2017 officedY neondgmde.net LAND Copyright (c) 101A CONTRACTORS'UNE & GRADE SOUTH All rights reserved. 0.\.37-2408 555 RILEY AVENUE_Mottituck NY\dwg\2408-Survey.dwg - LOT COVERAGE CALCULATION: EXISTING: PROPOSED: LOT AREA: 7,060 SQ FT LOT AREA: 7,060 SQ. FT HOUSE AREA' 1,005 SQ. FT HOUSE AREA: 1,514 SQ. FT CURRENT LOT COVERAGE: 14.2% PROPOSED LOT COVERAGE: 21.4% -0.7' 12 2' 1 STORY [10 0] FRAME �JJ "r-21, OTAX LOT o F 14 [9 81 sf 'c rn �y crE: I 'A rQ�� VVVVVV - [9.4] [8.7] x P 0 . W-0.7' I [9.1] x [8 9] I [x9] TAX LOT x r4 I [GRASS] [8 6] cNo I [8 5] x O SHED TO 61 PROPOSED �," BE REMOVED , '¢,a_ co I SHOWER G` i of I PR,QQ�� 1 STORY [7 9J \ ;:'4ADL TIO GARAGE 25.1' 4.1 i SCREENED 12,0' „Ily PORCH OUTDOOR / 1 STORY 2 ' SHOWER I / � +• 1,� - - - - - - - - FRAME 1 STORY FRAME [T 4] [HOUSE N0.5551 I ;;� CIR. 'Ai;of 26.0' U FINISHED FLOOR [EL 8.6,] 2 5' + 12.1' , [ , W [7.11 CONCRETE S I II w Certified, as noted and limited below, only to: 25.5' 241 24.7' RAG WALK - KAREN POWERr GRASS �1547 0' TO THE EASTERLY �- � x[6.9] r x [GRASS] [6 7] ENT SUBJECT PREMISES AREA= 17,060 SQ.FT. (0 162 Ac.) SIDE OF BAY AVENUE 1 [6.6] MFOUND THE PREMISES HEREON BEING KNOWN AS DISTRICT 1000MOOUNDNT [6 7] 50.00' [6 5]S70*31'00"W SECTION 143 BLOCK 4 LOT 16 AS SHOWN ON THE J OFFICIAL TAX MAPS OF THE COUNTY OF SUFFOLK, [71] [69] — — [ 6] — [63] /� [62, — [6.0] rj - - - - -x THE SURVEYOR'S SEAL, SIGNATURE'AND ANY CERTIFICATION APPEARING HEREON SIGNIFY THAT, TO THE BEST OF HIS KNOWLEDGE AND BELIEF, THIS SURVEY [ 4] [X01 [ 9] [6 6] [s 2] [6 0] WAS PREPARED IN ACCORDANCE WITH THE MINIMUM x x x STANDARDS FOR LAND SURVEYS AS SET FORTH IN THE RILEY AVENUE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC. C. — G — r, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS PREPARED, AND ON HIS ==el: / / �' Cvnts ZBA BEHALF, TO THE TITLE COMPANY,LENDING INSTITUTION AND GOVERNMENTAL AGENCY USIED HEREON, SAID CERI1FlCAllONS ARE NOT INTENDED TO RUN TO ' ADDITIONAL TITLE COMPANIES, LENDING INSTITUTIONS, SUBSEQUENT OWNERS OR FUTURE CONTRACT VENDEES. ELEVATIONS HEREON WERE TAKEN FROM AN ACTUAL FIELD SURVEY BY THIS OFFICE ON JUNE 15, 2018. ALL PROPOSED SITE PLAN ELEVATIONS ARE RELATIVE TO NAVD-88 DATUM. PREPARED FOR UNDERGROUND IMPROVEMENTS, STRUCTURES,'UTILITIES U REN POWER OR ENCROACHMENTS, AND ANY EASEMENTS RELATED THERETO, ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. PROPER TY S1 TUA TE AT UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY ,`F,o� NEw 555 RILEY A VENUE I'� MAP BEARING A LICENSED LAND'SURVEYOR'S SEAL IS A +�q' a W VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE awe • TOWN OF SOUTHHOL O NEW YORK STATE EDUCATION LAW. COUNTY OF SUFFOLK C7 CONTRACTORS' LINE & GRADE SOUTH L.L.C. STATE OF NEW YORK 23 Nepperhan Avenue t�` �30D5�' SCALE.' 1" = 20' Elmsford, New York 10523 Q� Phone: (914) 347-3141 LAND SEPTEMBER 18, 2018 offlce®Yineandarade.net Copyright (c) 2018 CONTRACTORS'LINE & GRADE SOUTH All rights reserved. 0•\37-2408 555 RILEY AVENUE—Mottituck NY\dwg�2408—Survey.dwg I . 1 SANITARY NOTES: ` 1 SURVEY BY CONTRACTORS'LINE&GRADE SOUTH LLC.DATED h SEPTEMBER 18,2018 —ice v y ? 1� 2. 3 BEDROOMS ARE PROPOSED FOR THE RESIDENCE ��oa1 S60a 14 E LEGIONAVENUE 7fF SF RESIDENCE 4. TOTAL LOT AREA AREA=7,060 S F OR 0162 ACRES 1 Sol �yA <,, CONNECTED TO PUBLIC WATER PROJECT FR►E \y9 * a, f� ) 5 SCTM 1000-143-4-16 '�96�\ s�8, 5'MIN. LOCATION \\ X911 6. EXISTING TOPOGRAPHY REFERENCES THE NAVD'88 DATUM % 9 8'0 X 2'DEEP EXPANSION \\ -�` Oyu �g yw°i 5'MIN PROPOSED 8'0 X 2'DEEP LEACHING POOL 7. THERE ARE NO WELLS WITHIN 150'OF THE PROPOSED LEACHING POOL \ X921 1 * (TYP OF 5) SEWAGE DISPOSAL SYSTEM x F (TYP.OF 3) \ * . PROPOSED 1,200 GALLON SEPTIC TANK \ -3 �. TEST HOLE 9 \n \\ cszassl eAm90 ID �� EL.8.1 s . FfflaM V!, EETESTHOLE\ DARK BROWN i LOAM OL s \\ *� DW ` cc�� , BROWN SILTY LOCATION MAP EXISTING CESSPOOL TO BE PUMPED DRY AND Z * ^ zap SAND ABANDONED OR REMOVED IN ACCORDANCE WITH \ \\ fie'. "> SM 1'=600' THE SCDHS STANDARDS pn QIo 2 g g\ \ 1 yl ^yNtT7 \ \0 {, SF RESIDENCE CONNECTED TO PUBLIC WATER \ � � " \ �� ` �� PALE BROWN� �\ \ : FINE SAND c' EX WATER SERVICE \ 'y\ SF RESIDENCE ' - `-' —SP— 6 6'(HIGHEST EXPECTED WATER TABLE EL.11 y . �;1 \ E \ \ CONNECTED TO PUBLIC WATER "' _) :4 �'� �• 7.7'(WATER TABLE EL.0-4) �,t' � ay EX GAS SERVICE �-�y' WATER IN PALE ? .. rs1 > v BROWN031 AND INE \ t SP 17 •• ,,`` \ "SON �6 \ �f A F 1 rit�\ Ith 1.Y�I!�aKL:.r.11��-'•.'..i:;� * \ \ \ LU TEST HOLE RFORMED SEPTEMBER 5,2017 BY µ' 8 Yu7 \ � M DONALD GEOSCIENCE < I ROUNDWA n ENCOUNTERED 166 BELOW GRADE 24l 0500 \ * �� ` / � N �6rA �5 1s avEt \� " F.S.. N 691 t i Yin � d/ SF RESIDENCES _. ' `v0, gig D. CONNECTED TO PUBLIC WATER � j,1 : • I "- }- ` feta 12' pGS�9 SITE PLAN SCALE:1'=3 ,n1 \ ,.. via ® � / 0 �' ° :,'r• tt� ILrL L L t,z < f @31 }: WATERTIGHT FRAME&COVER W/ l C9 N aC APPROVED LOCKING DEVICE CLEANOUT MORTAR FROST PROOFING— CONCRETE CONCRE7E � ' ` iip (� �.1 �;;� �1 G7` M COVER F F EL 8.6 CONCRETE COVE 24'0 PRECAST CONC,RISER RINGS(12 _ ®'�' .i' ^, r,, T� n1 MAX.HEI TRAFFIC BFlOW GRADE I BELOW GRADE GRADE EL 81 BELOW GRADE GRADE EL 8 6 BEARING SLAB GRADE EL 8 6 \ �•� �.' t �' "b•i ') _ ? d Com: � � r® � 1'min /G t'`C•T �,` 4••I f, 24' 1'MIN. I'MIN. �. %7�ZCy s •1 '. �,9 y, fr 9a7 ql4a. TRAFFIC BEARINGSLAB� 2 20' 8'MIN. 2 MAX 8'MIN. 2'MMX �. �'� ) t':) fn. �.. 4'PVC WASTE L1NE gj D (y^r PITCH36INCH PER FOOT NECESSARY STSTOBRINGALL DUMMY ORPRO�m 4'SANITARY WASTE PIPE ----- ---- —' 20' STRUCTURE TO GRADE PITCH 114 INCH PER FOOT co INV EL 5.9 3'MIN. INV EL 66 INV EL 64 4' z w �•1N EL 17 n c COUAR ALL LEACHING POOLS SHALL HE PLACED IN ACCEPTABLE Health Department Approval Stamp 0 LEACHING SOILS AS APPROVED BY THE SCDHS.IN THE 1ty MIN. ? 13(8'MIN) B'DIAMETER 9 DIAMETER EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, Flans are prepared by Condon Engineering,P C.it is a violation of Hie NewYork State EducatiooLaw,Anccle 145, Q z EKCAVA71ON IS TO BE CONTINUED TO SUITABLE Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect.or Land J 4'SANITARY N` MATERIAL AND BACKFILLED AS DETAILED.CUTTING Surveyor,to alter any dem in anyway Han dem bearing the seal of an Engineer,Atd*ect,orLand Surveyors altered, CROSSOVER PIPE II'MIN' c1 RINGS MAYBE REQUIRED. the altering Engineer,Architect,or Land Surveyor shall aftto the dem hrAer wed and the noinbon'A@ered by followed EL 16 WATER EL 1.5 SCTM: 1000-143-4-16 by his/her signature and the date of such alterations,and a specdc description ofthe alteration 4' 8'DIAMETER 6'MIN.PENETRATIONINTO_� (H,GOW�"�) Condon Engineering, P.C. POWER RESIDENCE r SAND AND GRAVELS RATA PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAIL LEACHING POOL DETAIL SCALk by. N 1755SIgsbeeRoad 555 RILEY AVENUE SANITARY SEPTIC SYSTEM PROFILE Drawn MaftCk New York 1199 MATTITUCK,NY P.1 Date 12r262018 (l)298-1988(31 29&2651 Fax NOT TO SCALE wWmcondone s SANITARY PLAN LOT COVERAGE CALCULATION: EXISTING: LOT AREA: 7,060 SQ. FT \ HOUSE AREA: 1,512 SQ. FT PROPOSED LOT COVERAGE: 21.4% � soh -0.7' 12.2'12.2' 1 STORY FRAME bD• c?J, TAX ]JOT 13.9'- [9 7] 0 �0�� 14 r^ � [9 8] I �9 sr �c C� I fy °f 0 Cl f ,� 1 19.7) J [9.2] o I a [9 4] [8 7] x N. SAS (P-/-O) W-0 7' I 1D [s.1] [8.91 [8.9] \ � 9 (516t N \ [GRASS] [8.5] c p" TAX LOT I -0.1' x O z 17 I z}n 4 rn \ z l �� ] [8.6] \ N C,k 1 [8.0] C I x 12 4' ' 19.55 �� 1 STORY J z.5' � U [e�]--� GARAGE [771 15.53 1 25.1' o 4.1 I 12.0'4 \ll�} I 1 STORY I ;`\1 1 STORY 9 J FRAME 0'37 W �ioo W � o FRAME [HOUSE No.555] %fTry ----�� [7.4] " crn x ISI °O 1A 15 T 26.0' FINISHED FLOOR I � 1 35.43 (EL. 8.6] + 2 •N• [7.1] CONCRETE& �1 Certified, as noted and limited below, only to: 25.5' 24.7' z 24.7' RAG WALK 24.7 - KAREN POWER x 1 [GRASS] I_ lrl 15470' TO THE EASTERLY - } [s s 1 x [6 7] l SIDE OF BAY AVENUE } 1 [6'6] MONUME T SUBJECT PREMISES AREA 17,060 SO FT. (0.162 Ac.) �jFOUND THE PREMISES HEREON BEING KNOWN AS DISTRICT 1000 MONUMENT [6.71 50'00 6.5]S70'31'0�"W I I SECTION 143 BLOCK 4 LOT 16 AS SHOWN ON THE FOUND OFFICIAL TAX MAPS OF THE COUNTY OF SUFFOLK [7.1] ` [6.01 - - - - -x [6 91 #- - - [ 6] �6 3] J [6.2] THE SURVEYOR'S SEAL, SIGNATURE AND ANY W W CERTIFICATION APPEARING HEREON SIGNIFY THAT, TO [7.4] [7 0] [6 9] THE BEST OF HIS KNOWLEDGE AND BELIEF, THIS SURVEY x x x [6.6) [6.2] [6.0] WAS PREPARED IN ACCORDANCE WITH THE MINIMUM x x x STANDARDS FOR LAND SURVEYS AS SET FORTH IN THE RILEY AVENUE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. G G - G - - - - - - - - - - - - - - - - - - - - - - - - - - - - CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS PREPARED, AND ON HIS BEHALF, TO THE TITLE COMPANY, LENDING INSTITUTION 7 AND GOVERNMENTAL AGENCY LISTED HEREON; SAID CERTIFICATIONS ARE NOT INTENDED TO RUN TO ADDITIONAL TITLE COMPANIES, LENDING INSTITUTIONS, SUBSEQUENT OWNERS OR FUTURE CONTRACT VENDEES ELEVATIONS HEREON WERE TAKEN FROM AN ACTUAL FIELD SURVEY BY THIS OFFICE ON JUNE 15, 2018, ALL FINAL SURVEY ELEVATIONS ARE RELATIVE TO NAVD-88 DATUM. PREPARED FOR UNDERGROUND IMPROVEMENTS, STRUCTURES, UTILITIES KAREN P0TER OR ENCROACHMENTS, AND ANY EASEMENTS RELATED THERETO, ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. PROPERTY S/TUA TE A T UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY ��QF NEW r0 555 RILEY A VENUE MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA � �C\ a' 1?/��C �� TO TW OF SOUTHHOLO VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COUNTY OF SUFFOLK CONTRACTORS' LINE & GRADE SOUTH L.L.C. a p STATE OF NEW YORK 23 Nepperhon Avenue 05005" �c. SCALE.- 1" = 20' Elmsford, New York 10523 2s Phone: (914) 347-3141 Fp LAND AUGUST 29, 2019 ofsice9lineondamde.net Copyright (c) 2019 CONTRACTORS' LINE & GRADE SOUTH ATI rights reserved. 0.137-2408 555 RILEY AVENUE-Mcttituck NY\dwg\2408-Survey.dwg y 4:0 TIE DISTANCES: J411V152020 y No. A B h 1. 31.0' 32.5' ®p QST ry8j��p� � , 2. 33.0' 31.0' tuul S F{� 60�90�r SF RESIDENCE e �9* ,[c CONNECTED TO PUBLIC WATER 3. 35.0' 30.5' �`9a1` �6,8, 4. 37.0' 38.0' 5. 40.0' 36.5' 4�p l9°1 ywai 5-8'0X2'DEEP' 6. 21.0' 18.5' �\ l911 * vIN* ` LEACHING POOL �� 4 1,200 GALLON TEST HOLE St�FF )Lt{ ®t3NTV DEPARTMENT OF HEALTH 2 SERVBCE� 5 SEPTIC TANK APPROIJAL of CONSTRUCTED WORKS FOR 9 kal�t\ 2 1 � � EL 8.1 61 SINGLE FAMILY RESO®E1NCE � �` *3 �• \� DARK BROWN 10 H.S.Rot. fit®. l j� —X ! � k0� haw � �\ LOAM OL \� TESTHOLE 1.0' The sewn a disposal and%nater supply fadlities at this location have been � * � BROWN SILTY AND inspected and/or certified by Oft parftutent or other agencies anti find to ``� *� DW co �� SSM txa satista tory FO n MA)0 o F BEDROOMS. 2� � * �9 ,^ 2.5 * n� Qio PALE BROWN E. Chief FINE SAND Craig Knepper, SFR SIDENCE � �� aa� `2° \� \� � Off ce of Wasterwater Management CONNECTED "0 PUBLIC WATER � —SP — � �� '��a 6.6'(HIGHEST EXPECTED WATER TABLE EL.1.5) EX.WATER SERVICE \� SF RESIDENCE 7.7'(WATER TABLE EL.0.4) Vt z5� CONNECTED TO PUBLIC WATER / WATER IN PALE EX.GAS SERVICE `N� a �2� �� 'a / BROWN FINE �i 4N� + \ �\ SAND SP 1T TEST HOLE PERFORMED SEPTEMBER 5,2017 BY MCDONALD GEOSCIENCE I-1 I r](( _ I ' I VIE �D \ �i�l 14� �ay� �`, �O�aw X01, GROUNDWATER ENCOUNTERED 16.6'BELOW GRADE D LSV u _J i sp °�. � r �, ` * 50 j� lasl has JUL 2020 �\ z 10 \ 155 }y, gar pva ` ' `arA BUMMN i DEPT.OLD SF RESIDENCES TOTAL AREA=7,060 S.F.,z. / CONNECTED TO PUBLIC WATER ` _ � ,°e � SCTM: 1000-143-4-16 os 912 SCDHS REF. NO.: R10-19-0007 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scle:1'=30'-0• Condon Engineering, P.C. POWER RESIDENCE Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 555 RILEY AVENUE Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing I 1755 Sigsbee Road 9 y g Drawn by.JJC the seal of an Engineer,Architect,or Land Surveyor altered,the altering Engineer,Architect,or Mattituck,New York 11952 MATTITUCK, NY Land Surveyor shall affix to the item his/her seal and the notation'Altered by"followed by his/her (631)298-1986(631)298-2651 fax signature and the date of such alterations,and a specific description of the alteration. Date:6/12/2020 SANITARY AS-BUILT www.condonengineering.com I XQA S 1� \ 60° SF RESIDENCE � F Test Hole CONNECTED TO PUBLIC WATER EL. 8.1 s\ Dark Brown Loam OL 1.01 �`\ \ BrownSandllty Drainage Calculations SM 2.5' 2" Rainfall Event Pale Brown Roof Area= 1,497 sf Fine Sand SP 6.6' Hi hest Expected Water Table EL. 1.5 8'0 Leaching Pool-3.14(4')'2 50.2 cf/ft ( g p ) 10'0 Leaching Pool-3.14(5')Z=78.5 cf/ft 7.7' (Water Table EL. 0.4) \ \ Roof- 1,497 x 12 x 1 = 249.5 cf Water in Pale Roof Leaching Pool Depth = 249.5 cf/50.3 cf/ft=4.96 ft. \ , Brown Fine Sand Go with 2-8 ft 0 x 4 ft Deep Leaching Pools \ J SP 1 17' ` Test Hole Performed September 5, 2017 by � i I i Mcdonald Geoscience Groundwater Encountered 6.6' Below Grade Suffolk County Standard Drain Manhole frame and slotted cover Pattern No. 1383 or manhole over Pattern No. 1012A-TYPE C as SHED TO manufactured by Cambell Foundry or an GR \ Min. 2 Brick Course BE REMOVED � � approved equal. O PG� 8" Traffic Bearing Cove DW r\\\ finished Grade ` � ., GPS \ 6" SDR-35 Drainage Pip \ \ 4I0 ` 1 \ Precast rainag Notes: Ings 0�AvJJF� Wra with 6 oz. min. 1 . Steel reinforcing on leaching sections \ SCFZE�N �i)g `� o \\ `\ �, p ( ) welded wire fabric 6"x12" #6x#8. \\ `� SF RESIDENCE nonwoven geotextile (filter fabric) Mirafi 140N or an 8" thick traffic bearing CONNECTED TO PUBLIC WATER approved equal 2. g cover co \ O \ \ O Excavate and backfill 3 feet around and below leaching rings with suitable porous material as Elevation View approved by the Engineer. ' D rywell Detail 71 \ d \ \ \ 00- ` E��N �J ``� Leaching Basin Notes: \ � \ o 1. Leaching Pools shall be Precast Concrete Cement structures as Manufactured by Suffolk Precast Inc. or equivalent. i 2. All concrete cement used in the manufacturing of precast structures shall develop a minimum \ CDO i � R�� compressive strength of 4,000 p.s.i. in 28 days. t 3. All drainage structures shall be placed in acceptable leaching soils as approved by the Engineer. In the event poor leaching maternal is encountered, excavation is to be continued to suitable material and backfilled as detailed. * 74. No trench, pit or other excavation shall be left open or unattended. excavations to be / protected as directed by the engineer with fences, barricades and other approved methods. 5. Invert elevations may be adjusted by the Engineer in the field to meet field conditions to Y Engineer. avoid conflict with utilities as ordered b the En ' 9 6. Allow four (4) inches for final adjusting of casting. adequate bearing will be provided using concrete block, brick and/or 1:2 mortar mix. 7. The contractor shall provide adequate sheeting and shoring during trenching to insure the safety of workmen and the general public exposed to the hazards of falling and sliding material G / ' in conformance with the requirements of the Title 29 Code of Federal Regulations Part 1926" Safety and Health Regulations for Construction (OSHA). " 1 84 , / 8. Backfill and compaction shall be in 6" lifts. / "Scale: 1/4 = 1'-0' SitePlan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Condon Engineering, P.C. Power Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 555 Riley Avenue / Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 1755 Sigsbee Road Matttituek, New York / - Scale: 1"=10' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituek, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 6-25-2019 / ' signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 41- &L 6Lei .6v.Af- g5jQ 4FT Tkejo4io - 2 �4 L)KI�W- ON LU "a 0 5.05 w :7-5+ 13� 7 To 2*52� -3,/4 0,17 21f, T x e to , Z-4. 16, 7�r lull A, T74 If e10444) CP,, T74 2/04 O TV m2p Ca 4 444 6OW T1 N U 'VN-r.Pa &,411PI� 0 VG4 VW, fly T If ( WG w ('j _11V A Z)<I q 1z tz 0 'H F�94 4 of It 2X1 np + rZ M M ?MT 0M n IZEMOVS a LICD - 4W; Cj Uj -A W 611 FLUrl r 4- --A WSJ-ALL U� N 40 w �u IV4 4 orv:1 11 3 '5 10 1 w- Vi P, r r,- W_1 T_ �J6-1 l-J LL \&-I ce Q C>T I Ewul IV 6A L41 NVOW'�> R-U 1z: ex I 5MLI 5168 -7- 14 q 1ZEV Is(c tel 12� 114- 0 CO°-APLY WITH ALL CODES 0 Gx L-V:7% I ! o" AS REOUIRED NS OF NF (08K STATE & TOWN CODES t��rt__ -7- F-2— - 2.0 M44 0 i�-', 5AN50RAI ' LD TOWN ZBA s t2 -t-10 7"4 LIV, IZTtW SOUTHOLD ANG BOARD F SOUTH TRUSTEES 7 S.DEC 01" 4 0% r 35 r49 4 aY ' i u c NO Go - ch IL lU V N i i M S PZ65� r�% L, fit . I - � o _ - -- -------- r;tin ..- -- . IQ- y � I Pi 1Dj fall FW C-> 1z> C dc-_,p G 4- -0! _ i rob f N irJ Z" 5� 11� I of • ti a , r I +. -O � .© i o �, a I 3- 2x ick a.A i UOrC w I I t � ^i. -�--- .____! - r . CD I•]G�P T t� L1�L_L.a•R,11] G+I��,..,�t`�� I PQOVI DE-45 ` 1 i Masi cor-rv�i-t ' t� `.yc % 5ET8"r 1 rO GOAL .-i r► { t-� .. � ;, 3 ek, A tArL-1--i7 G' p . ..�_._.-fie a To �G 'd ?' 1'rvu- r'f 1104 ?_' t i N I OL- 2x �v 4t rhe, VJ ca 3 i t ~ 7 L 01. 51684 fts .. Lir /� I L� `I' /. �/ r' ' 7 T-1 '�'�.'�.1*'; NY T&TEq-10,ZOf� URA44N V( ?,,SA`tTOFA\ IZF Hb1✓ir VkISI N(51 FMCLD515;D FO 06 -} IN R` ►2 ,ADD 14 1E5y.1 L I Vi W-4 R"!�DRM 1R-A V 5i 5 ,.. e FF7" 56t--4 _I V"1J PLAN CONTENTS: to WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL GENERAL NOTES 1);RDGE-T04WTERASSEMBLY; BUILDING USE LING Z 14WX209WGSSUepdmdbsaIt "- ' beechpairdra@etsIn ano nosbfabb3A. BUILDING HEIGHT When a color tb M used In tend a dUe step,fro runbu d 10d conim nale required TOTAL SO, FT. OF CONSTRUCTION ! d CONSTRUCT10N NOTES: in each avid of ft ooarto need not ameed iia tibuid ed number of ad nob In a1 the V. i - DESIGN CRITERIA PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMEfiTAND 1).T1hs krkrrnaiorh wttiin fie odd coniamcdai dotxmwis braided b baso doeOn 2}.RAFTER-TO-WALLASSEMBL.Y: 2015 ICC WOAD FRA E CONSTRUCT( MANUA �4 hbnteridlanhg 11-1 TheyerelnIsdo nowrrbaclonatd,notemAxtlule � 'Oe�eh°er�o0� --forrafto@bVarkmioloppiebMulbein FRAMING ELEMENTS AS PER FLOOR PLANS ROSS SECTION AND GENERAL NOTES i V 1br gaindy aooepbd good' I m C precise and complahoe with adroit Naw York accoaivaa b trrbb&&When a rWW or trues do not 1d In Ana with etude hettaw ratters EXT. BALCONIES � � Stele buldkg coded.Ttid General Cariredcr b eepaidbb for Ora—19 choicer° or trews ohel be oltaadidd b fie wd top pieta and the weltop plats wall be a"or' to 40 b fro wd and wlfi upllt ootandalorn.Rach whu4ft the rake dds°fie bu kIing DECKS 40 oorishirolori details and prooedthee b arioue a ixafeedbhWh►S�•eerrrC4Meflr � � s 1T soul and a wedharp od podud. °inch be oorareobed with upM oornoofborrs h acon in a 'rrilh tibte&3a ATTICS w/o STORAGE 10 CIJ 2 Tithe 0arird Catkecior to trspehiebls 1cr dwieaahp tlhd d work and txxiebrctiori 3}.WALL:T4 WALL ASSEMIBLY: ATTICS w/ STORAGE 2p 'b nhdels e�rerrtiMdMrK dVtrA4 ootaa4►and ted aodds.ardlrhariodt and mptielons,d, Wal dude above and obxb bobw afoor lw�a *W bealbeFNd v th rr E cor r�lone in DESIGN LOAD CALCULATIONS OF (GROUND SNOW LOAD) 25 I O O M. ao=daras vft bbte&3b.Wain wd duds above do not W h Aro wl1h etude below,Ire (LIVE LOADS PSF) I Tfraeooddeanbbeootrdidaredwpartdfndpeug'batbnalorNdbuldn0end ROOMS (OTHER THAN SLEEPING) 40 � � ethoudd ted°hared b even I h varMrios with fns gene duds dul bo Wee— b s ooremn01"mboh t e f ow enemNy vft upM omww rd h ROOMS (SLEEPING) 30 { CQ S with habil 3.& STAIRS 40 j LJ 3(ONOT FDRII N( iovsrooaldddtarlrhpo 4}WALLASSE�LYTOFOUNDATX*t GUARDRAILS ANY (RECTION 200 grdMyd�wtilbeno merlm totwtkxardafon'elpiftorbolbrn0dow1hupAR EXPOSURE CATAGORY 4).Thha tea not been argew--for oorudltuctlon aopavWon and anurnee no o0n-tri r .Ebel strep°dh l have a rdrirKrrr imbed mw d 7 andw In oonmeAs } fbua�ffonandMapaegrade,15i1dredhrraronrybbdtburdddrd,artdplraduneidr LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION IIn .tsdrigrrde,s ursnoda proodtlusss,orltrradldy 1hepNdaand.....a000t�danoewM b3. WhondbdakwwoMppedurderft. ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE ) preoautiorn and proQarns h corxiMolon wile f as work.There are fb wnarfMs for a bottdn plate.3 tech Square w60M dhd be wed wsh fr ariotior Doss Athdrer boil j`Z- spedlc use arpwdMd orhhhpled h the uw d two pkerha dpadnw b b be°pass°and dmsd h axadaaod b ttatis 3 2a h drdellorn b epedg, NAILING SCHEDULE SEE GENERAL NOTE PAGE a dmxbolfterabbadpicaft Ni n6-12' dwiromfwanrddadlpideandal EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE u � s�fialabfiMYVYdvwendQooredwdaidbrdodwbrapaikgdm FIRE PROTECTION SEE FLOOR PLANS j Tho ODt�tratior bb �fiatrttasanry rx P nepbcwa nueMb TYPE I EXTEMOR SHEARWALL CONNECTIONS: (SMOKE & CO2 DETECTORS oreaardederrterxshtAuebopeosiodRlohiMandapploabboodeM, TypeIa trlor~wdswlframtimndT/lahrhwoodaftmiurdpwWonthaodtth TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION ath dnd wlfr ad wmmm fids et tr o m d the pooh edged and 12-o a in the Mid,and 1/2lncfr gppaum w�oard on fwd imb dbched wlh 5d cooter nde a r ao m ai pwo ENERGY CALCULATIONS RESCHECK 4.6.3 T) The tBarhMel Gortttaclar N b oorndhit wtfn tai owrndr ter d flush kn lanhs adwds ad 10"o c.h the 1Idd"bM h aooarlenod willtha laipfi reco n ern spedled such as bodwasee,dliaNk&prhtry,Closet,W"k Sir- In table 3.15a-b. a V*W bad ahs be keen hb wwto t dadkg oonohadion. '�`�'rid 6y TYPE It EKTEwoR SHEARWALLCOFNECItONB: Tale 3.1 Schedule(Wood 1`111117118drrh®d CofidttldlOn 2015,1`11119811111149 Old 193) FOUNDATION NOTES: Tuve ll cftkx dl�.arWe dliel sed ffn req Jra,na,fe dtdie&1Ua-blkned the opptoprl.b bWd dUeiuhe Gem bndsd the dor gt6 d 1MMMd NODIbtu 0�ditft and noin bMail forget adliudmWtncia a In ewe 3.18. Number of Numberof D 4f�TT13ttOR 9tfJ1RWALL OON�•CTi0N9: Joi'tt DeeCti Common Nada Box Nabg aldswd Iw+Otix provided In Iukrb&14*M be pernitbd lobe' , mon when ROOF NAILING \� n Altbod g b ndt on u ndlUubdd(Aran)sol.Armed bdarkg 300W kftkw stiearvraAm ars wed.Rm frhp and oorxomftis dtW be In aooadrrros with 3).Provlds 11r x Vv ala )oht ttai1 1- b*mm oaiaele irlebo and sbultkrp 2.4.42 and 224 hNph>Cf+dy Rafter Top Plebe(Coe 416116d) 3-Sd 3-Bd per ratter ew oonc�tabe ar awomy vw*omu ft h aulerbr or unlhseabd krbrbr eroas. 8).CONNECTIONS AROUND E KTE RM WALL_OPENINGS: Ceang Joist to Top Pleb(Toe-noted) 3-8d 3-8d per joist 40* X 4}Any naw txxhaab ovate Heknp dlsdisd b ardetirrg eorionb atnhcexe dW FleedMr aidlor!ice oorrier4iorie dW ba aVtsdisd wgi upMt ocririectione h acoaduha Cerhp Joist b ParaE9el Rail ter(Face�tded) 5-16d 5-16d agch lip �:` wlh tows 3.6.whdow vB Oda Mhd be haus Meal eonneckm inear m °encs wlh table Coling Joist Laps Oyer Pat (Face 6-16d 5-16d each lap be kndaasd wllh#4 ro4w,Ir long at it o c.Un approved spoor fax 3.6. Color Tieto t idw(T 2-10d 2-10d per the 4 Union ofrerwbs noted,d Babe on weds b be=0 peal-Concrete to be 9}CATHEDRAL CEILING ASSEMBLY. Nociftb Refer(Toe naW 2-8d 2-10d each and � pound on 4 kith 1N&dud a gaud fg with leas wke mew nklforr'Jnw Irnbrlor dabs Who e a Adp heb bo used at a st u*W born,i n else wd Mlher be rnctandd and b be nirknum 3-1/2 tech INdc. andaoed on top d tar beam orslope corrrucioro dAbe stbe " b eaoh mei Ao,4dgs Rim Board b 2-16d 3-16d eatfh acid ai.Crawl Woo b be provided with an iirram 18'tQA'wt operikn9.IrndbA ase a ftd skog fie°par'°eling bo pert tu the h�+o Cahriadioris b tic ridge and wd ohs be to WALL FRAMING loandeftri vent for 160 .L d ahaa stbhcfidd nAli Ire abate equkernaia thxle coot(ton ovary sq. , Top l'aate b Top PIaIe(Face-rllded) 2-16d(1) 2-16d(1) per bot ocr.re.rerdIt is 11, Whbhxnk ncoo t =p @@dIaiRoosd DECK AND COVERED PORCH NOTES: _ Top Prates at i (Face-naffed) 4-16d 5-16d -eadrslde f 1).th oti>troA"noted,d trerring matsrtM to be d1 AM pronum bested kw6or. 2-'1&I 2-16d 24'o.C. N.Y.8. Conehttceon Code.A a fuel flm cleat be eppled over Al tu'sa ,loom and arida b be ge1vinmed or etoini n VAW. ' f (Face L the below grade portion ofadetbrYak prior b i 16d 16d 1("O.R along wipes 8) Ominous as per notion 8408 d N.Y,S.HlddidanAd Goridhtctlon Cods. 2).Girders for deck joietd b be boiled b each goat with wwhm and nub. � x7vAIthpqw� W�FRAMING NOTES � ^ �,ncleg eI Top ct Botb, Paella b Stub(End W14 3-led 2-40d pet•trbud •- t 1) At ttathhktg coat rr arta as p oecrlplw design of 2016 3)v Pod a supporting tTlrtNrs shd be ondxxed b o 1M2'x12-thick ooncrsb h tkg Edition Wood Ramkg Construction Maeml. Use a nwwrhh,m 1 i2-die x r tong anchor bolt wsh weft and nine.Footkrpe Shat - be 3 R blow grads.CaxxMd plMro b be used with d port2ieddedoe vrlfi rods orpehgtaats. 2).Ul-m e cfi.rwb.noted.d tharakg and saaxiud wood WN b baa2+BTR. 131000M Plate to Floor JOK Band Joint,End joist or foddnp(F 2-18d(1,2) 2-16d(1,2) per bot ).D Oman Fir. eckw b johave biodirp at oto ox.. FLOOR FRAMING - ! rW 3).Floors,wdM,odlnQe ad callus b be spaosd st 18 hrdrds e t ualddd nabd 4 A mhknum d 10 krch tbnr,trtg shall be kwtalbd bowma the m i l frig and iedger. olisrww. Ledger b be feeteridd b buildup with Ur db.bolts wNh washers std mule JOIst b SB,Top Pllota or Girder(Toe-tlll�d) 4-8d 4-10d per joist needed. Bridging to Joh(To filed) 2-8d 2-10d each and 4).Urtlaee otiiuwlea noted,d bserkg Mid fieautirs b be(2)2x10 i2+BTR.DOW Fir. whom R 1 19C was header b have(2)jock duds and(2)dill bnpfi sues an each Mede d d e).Cornets pkn did be o mhirntm e"above grade. Bind ft ID Joist(Toe-rta8sd) 2-8d 2-10d each end op.trkhgs LvL hdaddrs b hew(3)jade skOs and(2)$AItMM shxk on each deed Bloddng in SB or Top Ptabe(Tooftelled) 3-16d 4-16d each blocs op.rhkiga Bderkg wd whdow dBs shed W o two(2)wkxbw$B pastes br b"wd T).N josete b be supported with liengerd and andiorM Each JoW s+h of deo be endrohsd operhkhpM ihaivseri 4`I and eb and 2xe wait Mankigs belwaan 1N1 and M Pmvida tka b g�sl Ledger Strip b Boom(Fit ndbd} 3-16d 4-16d each join° and bbddrg where oppir bb. Joist on Ledger Io Beim(Toe<hailed) 3-8d 3-10d POW 8}Covered Rosh d wX be sovernbied and andImod M deme manna as a typaoal builrAng. Bated Joist to Joist 3-16d 4-10d per jM ,ar,o"'rrx'` ' ng Oft ''°"" h"'°o`snd PLUMBING NOTES Band Joist to Sill or Tap PIZ%(r 2-18d(1) 3.16d (1) per bot 6 Doubie up floor joksts under web Int run pwd W to the faor joist and oder bathbsba. 1),N weer supply,tiektage ad venting b ba kisleled as per N.Y.S.Resider" ROOF SHEATHING b ewe oeraeaicde khdlded dhd be vmftd for proper bad cqm*uide noted CondriKdo"Cade. Shctutaj Parhela(See Nabs 4,5 and 6) on i'bm 2).Verify espec ayabm wl h the Enginesfor suIR&coaxtty Hesid Depatrri d approve. Interior Z,oiie 8d 10d 6't3dge/1T field TL MovWe 6bddtibrktto In 11oor jobbat fro oro..Udo acid Moduing k floor joke Peflt eler Zone 8d 10d 66-e�16-field 3).g well card°,pidbos a joldd are cut out daxkig for any pkmbkg reined worm, field under d bwring weld. pre brodrg and pWmb pmbd and deutxs the struchne.Verify with fn Gable End RIM With tip b V MG OVafhaflQ e irhsast l 11 bdllds st am vents bdtwedn raflua Irma draft blodorg ea ebb code and menukahxa'd neoorrniunddon for meAnIurn hofs des and epaekp perrnitbd. CEILING SHEATHING HVAC SYSTEM NOTES 0).Unless ad-- ba noted,d ro*&W ft bw have a ainhnnr Ur Vida,4-py Fir 1)•Medianlcal nhoontracW lo roePa1eble Ibr adhearirrp b d apQltubb oodesand aaMty GYPS WellboWd 5d COOIefB 5d oDOiefS T edge!1 ty'lied CM exbtbr atoW Ing grads plywood PA►tvood b cover Ow pleas and iaoadetd. WALL SHEATHING 10�.l>fildee dhawiea noted uM 314 fids Td&G PTS fir or Advriadl pywood subloor 2).HVAC ntboorntracbr b b 1tily coordinated dyWorn data and ragas ww to with tar StIItdVNnfl Paneas(See N04�1,2,and 3) 8d 10d 6'edge 112'hid adlrerad vtith PLA00 ddwM and across°b tbor joblt.FMaMd fbor b be ate, Mw suDrlocr as per niuiularise's khtiruriiorhd. 11 lis batisvan iritis b two 1r'I tiitola molrrlaxe•teMtrtant weMk'odc.Gdsnga wase and 3).HVAC arbcairaclor b providefiel sydtim byaR dewktg and submit k b M General 5d txxitera 5d 000klfs �"edge><10'Held 1� Corttrador aid owner for mal mtew and dppratl Wallboard te r g,� dl��d� b apx.a tA'`��` `d 0 ELECTRICAL NOTES: �.00R sHEATH�IG 12).AN rod with a phch but=4:12*A be' - ,1'd vrfh at los ilk WdW beater a 1)Al MecHcal b be hotdled as per N.Y.S.Paddentld Construction Gods. Sbuc ral Panels °Open°equal.flat mobdtW be sppled wth a Fiberglas bads deet w1h an EPDM 1■or{tea 8d 10d 8' 112'field torch down type atdtubl over. 2)Al alectrtcd watt and be approved by a qudaed UrneMrwrldr. 13).As dl globi and wood In ostitic wsh rim 1'dts to be p anim trolled SB phbM to 3).heat smoke I tetters and carbon Monooede ddbckxs froughcut at per eM A m 8317 (1)Naft requirements are based on wall dtestft nailed 6"on•car ter at the petrel edge. Abffvft nr NV adtedules steal be hal m wlh athan ao picot and wp•Mu b eft dMd aapproved equd. dKY.&Ra Mems Construction Code. be used whore wet*wWrtg b reduced. Form, Ewd shediinp is nalled 3 i cIn ort+eenter et Ute partes edge to obtain Wtef shear capediles,nalling mWlreaw is for etruclu al nmibers shall be doubled,or allernate omMc on steal be used b m*twin load path. (2)For wallstmMkhg wI11*41aet of the corThera,the lour tbot edea zone ab dement mquirmi ntss atha ll be used. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 ndh o.c.nal sptft ttmnes hirall sheath4hg atadhed b stud iramrhp Italia>s*M 0.42<G<049. Q�und Snow Wind Seismic Fns Line Termite Decay Winter Barrier Flood Hazards (4) For IoOf withh 4 feet of 1lhe ridge of tie roof,khdtidrhp 4 fwd on each tilde of the foot peak.the 4 foot n ndedayme perimeter none t�eehment�tdW be used. Lid Speed 9 root attedhed b rollerItulrs y Tem. uir+ed (5)Tabt�ted 12 inch o.c.vial Ihpttoinp framing members with C�OA9.For , 25 psf 140 mph B Severe 36 in. Moderate SW to 15'F Yes hmn9 marnbers VA<0.42<G<0.49,ft ndl sparing dial be reduced b 6 Wise o.c. to HeavyModerebe (6)Forwinopt& d in 130 mph,blocking Is squared vrlhldr ttandws shear load b Iwo addbonal mfrs(3 reit s In M For wft for pmol Oft,gdvwdMd box nds slf1d be pemftd to be stibe8tiltod for common raft. ti► .... ..... p� . N O� -..-. . .. ...._ _-.. .. . . . . Z V • TA LS & WIND LOAD P�4TH CONNECTION DETAILS WIND RESIST CONSTRUCTION CONNECTORS •� �' o CONSTRUCTION DEILS dm CONNECTION LOCAAON: PART NUMBER: NOTES: " RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS `0 N RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER. �c �$ RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNECTOR c� .o RAFTER PLATE-TO-WALL RIDGE _STUD SPTH4 APPLY TO EACH WALL D� RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL MD HEADER-TO-JACK• STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE §TUD } SHEAR WALL HOLDDOWI` ANCHOR ADS5 APPLY TO EACH WA EN 1ST. FLOOR-UNDER-SolL PLATE MSTA36 OR RS16-R VWAR P UNDER DOUBLE SILL PLATE L AALITO RAFTER BTR! USE WITH 3" -S A W ERS UK TW FOUDVWW OR APPF40M UW MAL %xwrvKpr4omwmFemmff cociRml FMOWMNAFACTUMPOVU011MICIP LATM M I RtJCTTO ACKM MAXEM UPM LW CMA CM. Vf AD RAFTER BETWEEN THE END STUD • AND THE 2 OTHER STUDS ANCHM BMT WMCTM �e+a+oRt , ok FORALLOWING CORNER STUD y � 4 V RAFTER PLHOLDDOWN INSTALLATION , • TO TRANSFER SHEAR M�rora�►�oar mmemmisamm1 sraK Moc H TOP ATE FASTEN WITH(2)1 d r►im V SU KA"To COMM MALS r O.C. =sroa roc L1L TOP PLATE �p • , Fn=49f!!-'i1.2 a•cc e WALL STUD - 0% WALL STUD SIDEINALL ALL t UP=OR RVMD N O i All RwFTER TO W/411.STUD �CTIOIaI S jam .2ND.FLOOR WALL.STUD eel . ICINO STUDS � � NO 2ND. FLOOR PLS ( ppL;E gip w WOOD JOLT RISA BOARD � BLOCKM WOOD JOIST ' 1ST. FLOOR TOP PLATIS .TACK 811D3 GIRDEWH ADER WOODGIRWER WOOD JOIST IST FLOOR WALL STUD . .� dVER � ,. . _ T•FRAI��,:a,, � C�RDERME�IDER 1 ST.FLOOR WALL STUD 1 ST. FLOOR.PLATE Sal GAM(ET z SUBFLOOR S • ® SHIELD STUD WALL STUD , BOTTOM PLATE 90 11 PLATE SUB FLOOR SLL PLATE ' , DBL.SILL PLATES • BATHTUB :. . DOUM BLE JOIST DOE JOIST - (TO �) 1 FQl DATION WALL • .� TION WALL ' JOIST FOR WA .LSIQ rz i { r1� N IL'! tO� r„n AD PATH C N WIND RESISTANT CONSTRUCTION CONNECTORS DECK & PORCH CONSTRUCTION DETAILS & WIND LO ON ECTION DETALS CONNECTION LOCATION PART NUMBER NOTES v 40 POST TO FOOTING 44 OR WE44PA w 1 LT a' -U. ' u 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN, 1/2" DIA. x 7" ANCHOR B LT a .m 4x4 POST TO GIRDER HEADER PBS44 Z PBSE44 KC44 USE ONE TYPE FOR EACH POST .0 100 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST N d �. RAFTER P 1 F P •_ 06 STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER C ' N RAF R J I T TO HEADER TYDOWN RT,15 —USE FOR EACH RAFTER p M USE ON EACH RAFTER. MPA1 USE ONLY O RAFTER TO LEDGER BOARD TMU26 OR MPA1 V a RAFTS WHERE TMU26 CAN NOT BE USED LEDGER USE FOLLOW EMANUFOWING ACTUROES RECOM NDED IINSTALATIONNNSTRUCTIONSPTO ACHIROPER EnVE MAXIMUM"UPLIIFT OADND RESISTAT �CO PACITY. V .n RIDGE HEADERO1 Table 3.1 Nailing Schedule(Wood Framed Consbucoon Marxrel 2015,Pages 149 and 193) 'T) RAFTER Number of Number of in Joh Description Common Naas Bar NalsNd Spedy i ROOF NAILING .� Rder b Top PIaM(Toe qWled) 3-8d 3-8d per Hinder TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION CeBngJoist IDTOP Plate(Too 404 3-8d 3-8d perjolst Ce"Joist b Parallel Ratter(Face-haled) 5-16d 5-116d each lop Ceiling Joist Lope Over Partitions(Face-nelrled) 5-16d 5-16d each hlap ( (A)Color Tb b Raft(Too-ne M 2-10d 2-10d Bbddng to Ratter(Too nailed) 2-8d 2-10d each end STAIR TR E A Rim Board b Rafter 2-16d 3-16a each and GIRDER/HEADER WALL FRAMING P 0 S T RIM BOAR Tap Plate b Tap Place(Face-Holed) 2-18d(1) 2.184(1) per foot Top Plates of Intersedlons(Face-nailed) 4.16d 6.16d Joists-each side POST/COLUMN STRINGS stuabst"a(Faoa 2.16d 2.18d 24"oc RIM/DECK J 01 ftKW W Header(Face 16d 16d 16•o.c.a"edges; _. i ° Top o>•Bottom Plate b Stud(End Nalbd) 3-16d 2-40d persbud � � � STRINGER TO DECK/PORCH CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION I Bottom Pleb b Floor Joist,Bend Joint,End joist or Bbdang(Faoo-Nlailed) 2-18d(1,2) 2-16d(1,2) per foot POST TO DECK/PORCH CONNECTION FLOOR FRAMING Joist b SII,Top Plate or Order(Toe-haled) 4-8d 4-10d per jw Bridging b Joist(Toe-neled) 2-8d 2-10d each end Bbddng to Joist(rw4v led) 2-8d 2-10d each end Bbddng to SIN or Top Place(Toa naled) 3-16d 4.16d each block Ledger 8*to Boom(Face Haled) 3-10d 4.16d each joist j A GIRDER/H E A D EJoist on Ledger b Beam(roe-Mled) 3-8d 3-10d per Joist a Band Joist in Joist(Ethel-rw" 3-16d 4-16d per joist GIRDER/H E A D E Band Joist b slI or Flab(Toe meed) 2-18d(1} 3.16d (1) per foot I O POST/COLUMN JOIST sural Panels(see Notes 4,5 dna 6) ROOF SHEATHING In*WZorw 8d 10d 6"edge/17 field l POST/COLUMN GamEndeter�wwhhupb1�RakeOmtwV Zone 8d 110d 6.�i6-w GIRDER/HEADER CEILING SHEATHNG i Gypsum Wallboard 5d cooiem 5d coolers r edge 110'fleld ; 109 SO WALL SHEATHING Structural POWS(See Noles 1,2,and 3) 8d 10d 6' edge/17 Held i GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION Gypsum Wallboard 5d coolers 5d coolers 7-edge f10'fob FLOOR SHEATHING i 311rudual Panels V or less 8d 10d 6'edges 17 field (1)Ns Mng requkemerhts are based on well afwablng nded 8'on-centerat the penal edge. Alternate nailing schedules shat be used where well sheathing nedng is reduced. For mush",fwal sheathing is naled 3 hdhes w cenW at the panel edge to obtain higher$hear GIRDER ,�h9 regakemenle for$trtrcttral members anal be dorhled,aathemate oorxnedora al>el be used b maintain load W t. (2)Forwal sheathing within 4 feet of the comers,fine four foot edge zone abohmment M**wnwb shall be used. POST (3)Tabulated 12 inch o.c nd spacing aswm wd dwef V attached b stud frarrhhg members with 0.42<134.49. - ° WOOD J O I S (4) For roof shea8hhg within 4 tat of fie pedmd w edge of the rod,hdudng 4 feet on each side of the rod peak,the 4 foot perimeier none attechment requienim la shill be used. o (5)Tabulated 12 inch o.m nal spacing essu nes roof ahsafthg attached b rafbr/traces framing members wM G>0.49.For GIRDER/H E A D E ttaning nwmt�ers%0<0.42<G<0.49,ft nal sowing shel be reduced to 6 Inches o.c. CONCRETE PIE .. >- ,- 12"X 12"X 12" CONCRETE F 0 0 T ^V A >' (8)For wind opesds greater than 130 mph,bbddng is required MiM transfers shear lcad b two oddltional ratters(S ra fers h I • `A ,`A. v�>`"v WOOD JOIS W F A - (7)Forehderbr penal aiding,galvanized bcx nals$hal to pennlltled b be subelthttad for common netis. A r Y Y ' POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: A v 1}UnWa arNerwbs nobd,d haaip nWm b bs tI AM peawn bsaled brrnbw. JOIST FRAMING FLUSH WITH GIRDER/HEADER �Ir n,"o-G nanawdmi beeedrrftdcr,1111 1 . GIRDER TO CONCRETE PIER CONNECTIONz}caratebrd9*M*bbsbttdorwdxm bsaripodorOwvAmeow wrdnwr. Oirden an eoncrsb pMn and be weal a with propw Mai oawek =*wed CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA f+boora ww+ank*mnlfrdlaxrbnoanararbwuwahwmhsmandmra 3}hoard ouppai b gra Md ba wrehawd b a 12*A2W24 arcs concha ibaanp. Ground Snow Wind Seismic Weaftring Frost Line Termite Decay Winter die Barrier Flood Hazards Una o w**mxn Vr db x r bno w,cnor bac wtn kuW m w4 mAL Fwth Sind Load spew DepthDesign ndw%yment be 31L blow orad$.Girders win roof.and nous it db oonoret plan.Y bMow grade. Tern . ulred 25 pat 140 mph B Severe 36 in. Moderate Slight to 15'F Yes 4}Dade P*b hm No A`q d n o e.. m Heavy Modenft 5}A n**mwn of 10 Inch ftd tng cid boo NNd bMwam the budding and bdgw. L,edpw b be 1 1 b but ft w1h 1 X die.bolt weh woW w and nuk at 1e"mc. e}Cmm b puha and be a.,i 6w r drove grade. — n A1Jotb b be wrppwW%1h Irange wnd wi dors Esch Jctt end dw bs wr tW ._ 81 Cawsrod Roofs erd be asewrrbied and wrcrnorsd ft a>.na mwnnw as■typlcel buedi'ig. A ' -/ _.. iTZ 't. i •Y r � ' a 00 .o j TW 2�0�#Jo 2 �9 !✓J I�.I G+; G� i dt/,a '- v, a ZXT►�2�469 x•03 5.9� G' Z8 $i• M •c 1 tW Z10H o. 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