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HomeMy WebLinkAbout45187-Z o�gUFFOI,f�oG Town of Southold 9/2/2022 P.O.Box 1179 ® � 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43396 Date: 9/2/2022 THIS CERTIFIES that the building SINGLE FANULY DWELLING Location of Property: 3245 Wells Rd.,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-2-7 Subdivision: Filed Map No. 'Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/17/2020 pursuant to which Building Permit No. 45187 dated 9/10/2020 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: single-family dwelling with unfinished basement, front entry,rear deck, outdoor shower and attachedag_rage as applied for. The certificate is issued to Howkins,Mary Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0118 4/11/2022 ELECTRICAL CERTIFICATE NO. 45187 4/19/2022 PLUMBERS CERTIFICATION DATED 5/26/2022 Christopher ap lumbing Heating AA 0 - Aut ze gnature Fat TOWN OF SOUTHOLD �oo�gllFFol� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45187 Date: 9/10/2020 Permission is hereby granted to: Howkins, Mary Ann 250 W 94th St Apt 5B New York, NY 10025 To: demolish (as per Town Code definition) and reconstruct an existing single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trust SGHD approvals. At premises located at: 3245 Wells Rd., Peconic SCTM # 473889 Sec/Block/Lot# 86.-2-7 Pursuant to application dated 1/17/2020 and approved by the Building Inspector. To expire on 3/12/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,164.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,214.40 i ing ector 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. a vA . Zp z-o New Construction: 2 Old or Pre-existing Building: (check one) Location of Property: % � we,I k. Pe—Let,-q�G House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block �L Lot Subdivision C� Filed Map. Lot: Permit No. U Date of Permit_ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check of ) Fee Submitted: $ L� Ap licant Signature pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 Q �y00UNT[,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mary Ann Howkins Address: 3245 Wells Rd city:Peconic st: NY zip: 11958 Building Permit#: 45187 Section: 86 Block: 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neal Coleman Electric License No: 4928ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 29 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 15 Smoke Detectors 4 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 21 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt DoublE Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights 16' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 25 4'LED 2 Exit Fixtures 11 Pump Other Equipment: Hood, Fridge, Double Oven, DW, Cooktop, Floor Heat, 42 Circuit Panel / 34 Used, 24 Circuit Panel / 16 Used , 200A Transfer Switch Notes: Whole House Renovation Inspector Signature: f ate: April 19, 2022 S.Devlin-Cert Electrical Compliance Form `t.. JAN 1 7 2020 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, MARY ANN HOWKINS residing at 3245 WELLS ROAD (Print property owner's name) (Mailing Address) PECONIC, NY do hereby authorize JASON MICHAEL FAY (Agent) / READE STREET STUDIO LLC to apply on my behalf to the Southold Building Department. ('O er's Signature) (Date) (Print Owner's Name) � o Town Hall Annex per Telephone(631)765-1802 54375 Main Road `�' Fax(631)765-9502 P.O.Box 1179 ,® Q Southold,NY 11971-0959 Q '� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �✓ .� 2(o I Z V 2Z tI ; Building Permit No. �1 i Owner: Y f In V�`nn H oym n S (Please print) Plumber: ►/ + 7 lease print) �J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Ik Plumbers > ature) Sworn to before me this �h day of , 20 ZZ- Notary Public, Suk)V K ®rttney Rea Nappy Notary Publlo.State of Newyork No.01NA6403656 Qualified In Suffolk County -r Commission Explred February 3,20�� a0F 50U1yo� ----- - # TOWN OF SOUTHOLD BUILDING DEPT. °`ycooxn N�` 765.1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND ' [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS- n Sf0 &44-44.A v t7 v Lo DATE I Yl INSPECTOR Ul . SOF SOUTy # TOWN`OF SOUTHOLD BUILDING DEPT. . 765-1802 NSPECP ON. [ y] FOUNDATION 1 ST [ ROUGH PL13G. [ ] 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: ."mk (o DATE INSPECTOR # TOWN, OF SOUTHOLD BUILDING DEPT. `ycou765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: LAJAV VL4fivk_,- L eh-v('� %A60p%- e, A- DATE 541 3 INSPECTOR O�apF SOUTyO6 'tel ate! �, TOWN OF SOUTHOLD BUILDING DEPT. o °�ycouxn '� 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 0 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r DATE � � �� INSPECTOR � � � SOGTyO� L4J /&7 J 2, y //,.r * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 _ INSPECTION, [ ] FOUNDATION 1ST [ ' ] ROUGH PLBG. [ - ] FOUNDATION-2ND` [ ] INSULATIOWCAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY " ( - ]°"FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O SCV6 . REMARKS: �� ON TC-e--r M44TXX JMJW &vlrW-r v4^1 �e-�- . -r j a s'Gz�►�Qn _ o V4 (`04�',, _ heon� I��c►n� o�-.r�r'e ,9eAQ - i DATE 357 ` INSPECTOR OF SOUT �� v �/Ly 5 # # TOWN OF SOUTHOLD BUILDIN DET. courm '' 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL FIREPLACE &.CHIMNEY [ ] FIRE SAFE�y INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [I ] PREC/ REMARKS: a �L DATE 9 ��/ INSPECTOR r (� OF SOUIyo� - --- — * TO11VN OF.SOUTHOLD BUILDING DEPT. �o • .ao �ycou631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 9D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: << )av DATE q, INSPECTOR e e e • � • • � ® e e FOUNDATION ------------ FOUNDATION e ROUGH]FRAMING 4 Pik PLUMBING f; Wow STATE ENERGY CODE EWA LIM 570 J C • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST hl�-`tILDING 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) 7654502 O Suryey Southoldtownny.gov PERMIT NO. o Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined Single&Separate Truss Identification Form JAN 1 7 2020 Storm-Water Assessment Form Contact: Approved 20 O _ _ }� - -to: O Disapproved a/c INPhone: '9 Expiration 20 / Bui ding Inspector APPLICATION FOR BUILDING PERMIT Date Januarlr, 18 ,2020 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 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. (Signf app icant or me,if a corporation) Jason Micha Fay- Re de Stre t Studio Ilc 177 North 10 Street uite F- rookl n NY 11211 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor, electrician,plumber or builder Agent Name of owner of premises Mary Ann Howkins (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. TBD Plumbers License No. TBD Electricians License No. TBD Other Trade's License No. 1. Location of land on which proposed work will be done: 3245 Wells Road Peconic House Number Street Hamlet County Tax Map No. 1000 Section 86 Block 2 Lot 7 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 Residential Home b. Intended use and occupancy Residential Home 3. Nature of work(check which applicable): New Building Addition Alteration—X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $500,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 65.1 ft Rear 60.9 ft Depth 45.7 ft Height 17'8" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 65.1 ft Rear 60.9 ft Depth 45.7 ft Height 17'8" Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories- 9. Size of lot: Front 100 ft Rear 107 ft±See Survey Depth 176.58 ft 10. Date of Purchase 10.01.2018 Name of Former Owner Gustave+Margaret Weidman 11.Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO 3245 Wells Road 14.Names of Owner of premises Mary Ann Howkins Address Peconic NY Phone No. 917.885.0655 b/architecture Ilc-Rebecca B rues 52 COLONIAL ROAD 917.175.4077 Name of Architect a v Address FLORAL PARK.OA 10011 Phone No Name of Contractor TBD Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Sa olt Jason Michael Fay-Reade Street Studio Ilc being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 dayof -arAU0.r 20 a0 Notary Pub 01 TRACEY L. DWYER Sig7App icant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 _ QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,29-d-@— i Glenn Goldsmith,President JQF so�ly Town Hall Annex 0 Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski N ,e G @ Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD _ August 19, 2020 V1.9 SCP 9 2020 Patricia C. Moore, Esq. RUMP'�TG DrPTo 51020 Main Road TJ''� OL� Southold, NY 11971 RE: MARY ANN HOWKINS 3245 WELLS ROAD, PECONIC SCTM# 1000-86-2-7 Dear Ms. Moore: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 19, 2020: WHEREAS, Patricia C. Moore, Esq., on behalf of MARY ANN HOWKINS applied to the Southold Town Trustees for an Amendment to Wetland Permit#9614 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 3, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be . found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, F 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#9614 to demolish the existing dwelling and construct in-place a new 2,161sq.ft. one-story dwelling with attached garage in lieu of renovating the existing one-story dwelling, with all other permitted work to be performed; and as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC., last dated September 26, 2019, and stamped approved on August 19, 2020. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, v�Z� 4" Glenn Goldsmith, President Board of Trustees GG/dd Michael J.Domino,President �QF S0!/rTown Hall Annex John M.Bredemeyer III,Vice-President ,`OOl0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williamsa® Fax(631) 765-6641 COUNT'1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 16, 2019 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: MARY ANN HOWKINS 3245 WELLS.ROAD, PECONIC SCTM# 1000-86-2-7 Dear Mrs. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 11, 2019, regarding the above matter: WHEREAS, Patricia C. Moore, Esq., on behalf of MARY ANN HOWKINS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 10, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 11, 2019, at which_ time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold . Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of MARY ANN HOWKINS for the existing 2,161sq.ft. one-story dwelling with attached garage; replace existing deck with a 15.5'x39.9' wood deck on seaward side; remove existing stone patio; abandon existing sanitary system; install walkway with 2' stone pavers 35'9" linear feet along waterfront side of dwelling; 20' existing cellar entrance; on north side of dwelling a 5'1"x4'4" outdoor shower enclosure; generator and air conditioning units on 3'x5' concrete pads; continue walkway with 2' stone pavers 54.7 linear feet; new sanitary system beyond 100' from wetlands line; renovate dwelling with new cedar shingles, new windows and doors, new roof shingles; on south side of dwelling, a 3'10'x11' cellar entrance with railings; remove existing asphalt circular driveway and install a proposed 48.1'x12.5' gravel driveway with 20' parking area; install and maintain silt fencing during construction; and to install gutters to leaders to drywells to contain roof runoff; and as depicted on the site plan prepared by Rebecca A. Byrnes, R.A., dated December 11, 2019, and stamped approved on December 11, 2019. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, a Q e Michael J. Domin6, President, Board of Trustees MJD/dd BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9614 DATE: DECEMBER 11,2019 145 I ISSUED TO: MARY ANN HOWKINS PROPERTY ADDRESS: 3245 WELLS ROAD,PECONIC .0-86-2-7 g SCTMI/ 100 AUTHORIZATION 11 Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 11, 2019 -1 and in consideration of application fee in the sum of$250.00 paid by Mary Ann Howkins and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 2,161sq.ft. one-story dwelling with attached garage; replace existing deck with a 15.5'x39.9' wood deck on seaward side; remove existing stone patio; abandon existing sanitary system; install walkway with 2' stone pavers 35'9" linear feet along waterfront side of dwelling; 20existing cellar entrance; on north side of dwelling a 5'1"x4'4" outdoor shower enclosure; generator and air conditioning units on 3'x5l concrete pads; continue walkway with 21 stone pavers 54.7 linear feet; new sanitary system beyond 100' from wetlands line; renovate dwelling with new cedar shingles, new windows and doors, new roof shingles; on south side of dwelling, a 3'10'x11' cellar entrance with railings; remove existing asphalt circular driveway and install a proposed 48.1'x12.5' gravel driveway with 20' parking area; - install and maintain silt fencing during construction; and to install gutters to leaders to 11, drywells to contain roof runoff-, and as depicted on the site plan prepared by Rebecca A. Byrnes, R.A., dated December 11' 2019, and stamped approved on December 11, 2 2019. ti IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 11th day of December,2019. co 4 71Q ­Q400P TERMS AND CONDITIONS The Permittee Mary Ann Howkins residing at 3245 Wells Road Peconic New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of.the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all tither permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President s®�,r� Town Hall Annex ® 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631)765-6641 ®� COUNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1930C Date: June 27,2022 THIS CERTIFIES that the installation of an 11'x11' bluestone patio with a 2'x3'6"path-, At 3245 Wells Road,Peconic Suffolk County Tax Map#1000-86-2-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 23,2021 pursuant to which Trustees Administrative Permit#985 IA Dated April 14,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of an 11'x11' bluestone patio with a 2'x3'6"path. The certificate is issued to Mary Ann Howkins owner of the aforesaid property. —A-�� s '°tel d' Authorized Signature Glenn Goldsmith,President ®f S®1��� Town Hall Annex A.Nicholas Krupski,Vice President ,`®� ®�� 54375 Route 25 P.O.Box 1179 Eric SepenoskiB AB Southold,New York 11971 Liz Gillooly CM Ah= Elizabeth Peeples r Telephone(631) 765-1892 Y Fax(631) 765-6641 ®l�C®UNT`1,� BOARD OF TOWN TRUSTEES D DD TOWN OF SOUTHOL) SEP 1 2022 CERTIFICATE OF COMPLIANCE BUILDING DEPT. 1929 C Date:June 27, 2022 TOWN OF SOUTHOLD THIS CERTIFIES that the demolition of the existing dwelling and construct in-place a new 2,161 sq.ft. one-story dwelling with attached garage;replace existing deck with a 15.5'x39.9' wood deck on seaward side;remove existing stone patio;abandon existingsanitary anitary system,install walkway with 2' stone pavers 35'9"linear feet along waterfront side of dwelling;20' existing cellar entrance; on north side of dwelling a 5'1"x4'4"outdoor shower enclosure, generator and air conditioning units on 3'x5' concrete pads; _continue walkway with 2' stone pavers 54.7 linear feet;new sanitary system beyond 100' from wetlands line;renovate dwelling with new cedar shingles,new windows and doors,new roof shingles; on south side of dwelling,a 3'10'x11' cellar entrance with railings;remove existing asphalt circular driveway and install a proposed 48.1'x12.5' gravel driveway with 20' parking area; install and maintain silt fencing during construction; and to install gutters to leaders to drywells to contain roof runoff; At 3245 Wells Road,Peconic; Suffolk County Tax Map#1000-86-2-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 10,2019 pursuant to which Trustees Wetland Permit 99614 Dated December 11,2019 was issued and Amended on August 19,2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing dwelling and construct in-place a new 2,161 sq.ft. one-story dwelling with attached garage, replace existing deck with a 15.5'x39.9'wood deck on seaward side,remove existing stone patio,abandon existingsanitary system; install walkway with 2' stone pavers 35'9" linear feet along waterfront side of dwelling; 20' existing cellar entrance;on north side of dwelling a 5'1"x4'4"outdoor shower enclosure; generator and air conditioning units on 3'x5'concrete pads; continue walkway with 2' stone pavers 54.7 linear feet, new sanitary system beyond 100' from wetlands line; renovate dwelling with new cedar shingles,new windows and doors, new roof shingles; on south side of dwelling,a 3'1 O'x I P cellar entrance with railings; remove existing asphalt circular driveway and install a proposed 48.1'x12.5' gravel driveway with 20' parking area; install and maintain silt fencing during construction; and to install gutters to leaders to drywells to contain roof runoff. The certificate is issued to Mary Ann Howkins owner of the aforesaid property. 4/7 4 "Y/ 0 lwr-ize , Glenn Goldsmith,President .`�®f so Town Hall Annex A.Nicholas Krupski,Vice President `®Vtl ®�� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly At Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1945C Date: August 1, 2022 THIS CERTIFIES that the replanting reve eetating and maintainingof f the property post construction within preexisting established lawn area consisting of post construction soil remediation to a depth of 3"- 6"in previous established lawn area; lay sod/grass seed in preexisting established lawn area; plant evergreen deciduous mix of plantings around home deck and path,• install irrigation for lawn and plantings,• and to remove invasive plants(i.e.poison ivy,etc) from bank between established lawn area and tidal wetland boundary,and revegetate with approved native plants,•with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the top of the bank and to establish and perpetually maintain a non-disturbance buffer seaward of the top of the bank; At 3245 Wells Road,Peconic Suffolk County Tax Map#1000-86-2-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 2, 2021 pursuant to which Trustees Wetland Permit#9982 Dated September 15,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replanting,revegetating and maintaining of the property post construction within preexisting established lawn area consisting of post construction soil remediation to a depth of 3"-6"in previous established lawn area; layod/grass seed in preexisting established lawn area: plant evergreen deciduous mix of plantings around home deck and path; install irrigation for lawn and plantings,• and to remove invasive plants(i.e.poison iyy.etc.),from bank between established lawn area and tidal wetland boundary and revegetate with approved native plants,• with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the top of the bank and to establish and perpetually maintain a non-disturbance buffer seaward of the top of the bank, The certificate is issued t ai Ann H wkins owner of the aforesaid property. _ m Authorized Signature NEW YORK-STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 13:031)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT December 2"d 2019 Mary Ann Howkins 177 North 10th Street, F Brooklyn, NY 11211 Re: Application #1-4738-04701/00002 Howkins Property—3245 Wells Road, Peconic, NY 11958 SCTM #1000-86-2-7 Dear Ms. Howkins, Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the property located landward of the 10 foot (MSL) elevation contour on a gradual, natural slope, as shown on the site survey prepared by Kenneth.M. Woychuk Land Surveying, last revised on 9/26/2019, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, no permit is required for work landward of this tidal wetlands jurisdictional boundary. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions, may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sin er ly, Sherri Aicher Permit Administrator das . cc: Patricia C. Moore BMHP File I,NE1ORK Department of RTUNQY Environmental Conservation ��p��S�FFU(,rCOGy� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 15 • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,- �aTelephone (631)765-1802-FAX(631)765-950 Temporary Certificate # Tq 2 Date 2021 Customer Name Electrician Namen Address U I /� Phone ` 2 e-mail e-mail 6 t ri Ale 619hi Phonet:, License# 4M1 Size A Phase , Overhead Underground _ #of Meters Remarks #of Underground Laterals1 2 New �j "H" Frame or Pole H� P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9 s from the date abov . Authorized by �, 0 BUILDING DEPARTMENT- Electrical te(ctilr 1 9 2021 TOWN OF.SOUTHOL;D' _. Town Hall Annex,- 54.375 Main Road PO x 11192021 Southold,_New York 11971=0959 Telephone (631) 765-1802 - FAX (631) gg x`° rogerr .southoldtownny.gov seand(a�sou` 6Idt6wnnV:`ctov` APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN- INFORMATION (All Information Required) Date: I ZD Z Company Name: p 1 El -c -y' ne- Name: -email•:- - - - IVA Phone-No:6 3 i-sa-7Z51 I request an email copy of Certificate of Compliance Address.: p ;Ile 06 .1 14g q JOB SITE INFORMATION (All Information Required) Name: ......_ .. r' i Address:... ..... GI.: . .._y�. �� _. .... -ross:Street: �..:n.:.:.,__. .. .. ..:.,::......Phone.No:,-:�; .. r-. B:Idg'Rdrrnlf; , ., �� `I�'��" Mr. email:.. .. .. :.,. Tax Map:District: 1000. -. . . Section: 6 . Block: :. o Lot:_ BRIEF DESCRIPTION OF WORK(Please Print-Clearly)' Check-All That Apply: Is job ready.for inspection?: YES ❑NORough In ❑Final Do you need a Temp Certificate?: YES ❑NO Issued.On �:� ZO Temp Information: (All information required) Service Size ,% Ph ❑3 Ph Size: _Z_00 A # Meters Old Meter# ❑-',New Service ❑ Service-Reconnect oUndergrourid ❑Overhead # Underground:Laterals ❑2 .'-CRIHFrame Pole :....:-Work done-on Service? ❑N ,Additional.I:rlformation: y ` PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xisx 7.71 F -;7- BUILDING DEPARTMENT- Electrical r.- J % TOWN OF SOUTHO 1 9 2021 o. Town Hall Annex - 54375 Main' ,-Ro PO�gx 1; 86dthcild' Ww" York 11971109.59 71P -1it Telephone (63: 765-1.802,- FAX (63 .) 195-8$6 h. ro-gerr(cD-southoldtownny.gov — seand(a-souffi-- APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN NSPECTIOUELECTRICIAN INFORMATION (All information Required) Date: Company Name: A\ C.0ke_Aka_v1 EICC:1 -C Name: nuj C-06"Aiv, License No.: email: _4 616dvc M Phone No:63i-sA 7 7-5 q 01 request an email copy of Certificate of Cbmpliance: Address.. -e _11qgq JOB SITE.INFORMATION (All Informatioin Required) Name-.. Address.-.. 57- -Cross.Street:,�_-kA-n` Phonic, .13,16Pei-rim"iff"g." Tax Map-pistribt: - 1000 Section: Block:,, C BRIEF-DESCRIPTION OF WORK (please Print Clearly) jlCt c 4LIX Chec' k All That Apply: Is job ready for inspection?: YES ❑NO JRough In OF.Inal Do you need a Temp Certificate?: OYES ONO Issued OnZo Temp Information: (All information required) Service Size. Ph* [—]3 Ph Size: 1-00 A # Meters' Old Meter# F1,NewService .- -O.Service Reconnect.,DundorgroundE]Overheeid N Underground- JZH Frame ole --...,.:.Work done on Service? OV El N ,Additional information: �.�,b PAYMENT DUE WITH APPLICATION 40-1 00 J-4- Electrical Inspection Form 2020.x1sx 0 PERMIT# Address: Switches Outlets .Ior GFI's - Surface Sconces \7 HH's �1 ' UC Lts �-•I wC Fans �� Fridge HW Exhaust Oven 0l v V" Dryer . Smokes, D.W Service I Carbon Micro Generator Combo Cooktop Transfer AC AH •� Mini �ez, 1005 I � Special: �/ I .Comments a-t� rc+ G 0. 1 R t Scott A. Russell ,��°Su '�� ST01KMWA&1F1E1K SUPERVISOR AM I A NA.GIEAMIIEN'7F SOUTHOLD TOWN HALL-P.O.Box 1179 0 (� 53095 Main Road-SOUTHOLD,NEW YORK 11971 �v Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ]DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes (CHECK ALL THAT APPLY) O A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑eB. 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. E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 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 witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME, :tK N M. FAY,AGENT 86 2 7 �� Section Block Lot ' FOR BUILDING DEPARTMENT USE ONLY**** Contact Information -347 -3168 lTe4p6ane Yun vl Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 3245 WELLS ROAD El Approved for processing Building Permit. Stormwater Management Control Plan Not Required. PECONIC, NY 11958 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.0: 1000 CHAPTER n (Property Owner,Design Professional,Agent,Contractor,Other) ----S.C.T.M. _ �_ bOgUFRZ't CHAPTER 236 86 2 7 Stormwater Management Control Plan CHECK LIST N t E: -JASON M.r AGFNT Section Block Lot W i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 347-463-3168 Date: The applicant must provide a Complete Explanation and/or Reason for not providing • 2Q Signatl THeplwrc Number. all Information that has been Required by the following Checklist! Ol 1. A ite Plan yawn tokale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. = c. Existing-Natural& Man Made Features within 500 L.F. �® Residential of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 7 Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& �O proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 No Pool j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). �0 M. Location of all proposed erosion&sediment control measures. 0O 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0� b. Construction Entrance&Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O0 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLYi D**** Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 . Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road CC** Fax(631)765-9502 P. O. Box 1179 y Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Gv✓1. �`l -,7 c:,? a Owner: Location of Property: �Z� ` IIS6a r e-c> Please take notice that the (check applicable line): New commercial or residential structure 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) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor Vndrooff framing (FR) Signature: Name (person submitti this for ): Capacity(check applica le line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/211 STROKE The construction type designation shall be 66177' 6611175 66111"1 &61V"or c6V» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "F77 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ccR�� ROOF FRAMING vILD Rr I EGFR" FLOORANDROOF FR�►PViiNf� STANDARDS AND CODES FFL 15.0 C.I. LOCKING COVER TO GRADE ; 13.0 S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 2 LOT(S): 7 FINISH GRADE #R70-19-0118 t'MIN-2'AWX 3 1/4_FT. 6" COVER e COVER 0'MI 1 FT• z MAIN ROAD DWELLINGS IeINVER /a — 11.0 w/PUBLIC WATER PROPOSED SILT FENCE 8•SLAB -H .67 caw:rEle tt191 WTAIfFA PROPOSED OF N/F 150' ALONG LAOIS OF DLSIMMANCE 11.45 11.25 INVERT INVERT 1IYBER RE7 11,000 SF t FLOW 10.75 01 SM OF PROPM D1mDwx HORTON DEW CONC. FOUNDATION BAFFLE 10 8 13CLEAN-AR ' COL N 86°09'10"E sue TO 171.02' }� WALL MI POOL I COARSE w —— ————————-- GFH.g C UNlIS PIP PE LINES ALON to j !` 5'-$" 6�SAND & I 8 ,W SILT FEN PROP STEPPING SiON in own, PROPOSED 0.5 S� MHW MARK cliO 1 � TANK 3'MIN GRAVEL �� INCROUND Sf10WER- ` 7 1v ci,I W EL 92 LP•GAS TANK g I co-p, I a USE 4" DIA. APPROVED SEWER PIPE I tj 48.1' `� I U 1250 GAL. PRECAST S.T. 5.0 PROPOSED ----_ :. 242'::::::u STAGING AREA I „, z.•;..• _ -� Q AND CONSTRUCTION PROPOSED OGRAVEL;DRTVEWAY !�:::: : .;:•:•:•2f;5'::•:•:;•;:•: \ I tV'I SCI � Z �C.+ ENTRANCE ^ m :.•"-:: �:•: '• w' G ��:::'•'::: :::::'::::::' :::::: X11 71' WELL ::.;o \ w HIGHEST EXPECTED GROUND WATER EL 2.0 tv I o f O _ •: \ I I n I rn � U Hil�__ TYPICAL CLEAN OUT 85' j / SLATELn OR70' STOPPER END STY FRM. I t 1I r SUITABLE COVER U.P. §k-­­----- �...' .._..-. •' .._. -• I t I I I t 1 1 OR PLUG O EL 10.5 W41ER L�gIE \ : •DWELLING'::•::*:•. I t t t l 1 z: w.V. _ I I I I / 1 4' WOOD CA1W RAMP 4x20' FLOAT 4x20' FLOAT#3245:':- I I t I t t t I t 11 I I WOOD PROP.UNDERGOUIO) '•;::.: = t l t l t l l l 1 LATFORM I,t t l I i DasTRacASI'Fwr ► o,:::::•::::.:::•:: ::`:::: -J I• I I L_ / 30' ELBOW �3 ib� EVDY TO r- o I 3'�I 1 I / I ` 60' WYE z j' �l DOSTWGi CONC. "tO t 1 I I I STONt / 126' 00$DNG o REPLACED a+Tro TO `•` \\ FLOW WIRES TO BE RBWVFD p L"� B (YEAH ,'.. : I I I I I / DOSRNG D / \ y IN FAVOR OF 11ND - � :::::::_:::: I t I I ��_\ DECK TO B UVES N• 0, , S.T. 10ID�t 282':: :::::' ----� 1`-%RL1t0VED /I m I PROPOSED SOIL __ , ' 1 j 1 ) N 'STOCK PILE AREA g4¢y D. 11.3 C�`R ENT / D0511NG SAMTARY gI o 1 7104 1I BMUM AS o TYPICAL DRYWELL CROSS SECTION RAIL FENCE --_ EL 11.1 �� 'I'P 5, # WBl ABANDONED AND BACIOILLB)Sym 70 BE I r 1 � -" p (GONG. PRECAST COMPONENTS) SILT FENCE 5.4'W A G LINE/ WDH am COARSE SAND. I EA-�TAm PIPEI I APRIL A 2319 I ca p` e•Sue FOR NW-•murk et 8110 �141 _N 8'SM FOR TR*M BEARM WAVYMY / I I I a CAASr M nME AND APPROVED OUMU PIPE PROPOSED N 88°12'50"E I APPROVED Mt PPE 4 BEDROOM SYSTEM DWELLINGS PIPE I m P�1/8/1• m w ly 1250 GAL. S.T. W/PUBLIC WATER LANG N/F BAN 187.59' PIPEe'ro'/' (2) B'dx8' DEEP L.P. 150' I 1 KOWALCHUK FAMILY 2008 IRREVOCABLE TRUST 1 \ ! ® = 0EI 1 DRAINAGE CALCULATIONS: 50'MW. DWELLING FOOTPRINT=2,161 SQ.FT. U S ICI K P 2,060 x 0.166=359cf REQUIRED SEDIMENT ON SITE DRIVEWAY=632 SQ.FT. HAY BAIL AND/OR 632 x 0.166=105cf REQUIRED SILT FENCING (1) WDIA x 3' DEEP DRYWELL=1320 PROVIDED w: (1) 8'DIA x 8' DEEP DRYWELL=354cf PROVIDED } a ASC, Awn z COMLLIN. 8' 3 '. y BACK FILL MATERIAL TO BE REVISED 07-25-20 0 0: - `— — b CLEAN SAND AND GRAVEL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 11-13-19 ,�°`�• %4r' ' a LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FLOOD MAP#36103C0166H w Q 2 ELEV. 11.3 AND OR DATA OBTAINED FROM OTHERS. FLOOD ZONE X W ' CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED OL DR BRLo O.4' EXISTING LOT COVERAGE 3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA DY BASED ON UPLAND AREA NAVD88 PLL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE (17,456 S.F.) AREA: 18,042 S.F. or 0.41 ACRES ELEVATION DATUM: CLAYEY ' DWELLING: 2161 S.F. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY SC LOAM/SAND 1 � UPLAND PORTION OF CATWALK. 107 S.F. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN TYPICAL SILT — FRONT STOOP: 25 S.F. TO BE REPLACED) ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION SCREEN SECTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. REAR DECK: 541 S.F. (TO BE REMOVED) MEDIUM ASPHALT DRIVEWAY: 1410 S.F. TO BE REMOVED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE GEOTIXTILE FABRIC $W SAND 8.2' ( ) NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 077-IER IMPROVEMENTS EASEMENTS SUPPORT POSTS & STONE PATIO: 225 S.F. (TO BE REMOVED) AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY WOOD OR METAL HIGHEST EXPECTED GRAVEL FLOW DIRECTION WATER EL 1.0 — TOTAL 4469 S.F. or 25.67. SURVEY of DESCRIBED PROPERTY CERTIFIED TO: MARY ANN HOWKINS; WATER IN AND MAP OF. FIDELITY NATIONAL TITLE INSURANCE COMPANY; BACKFIILLED TRENCH Spy MEDIUM PROPOSED LOT COVERAGE RILED: EXISTING GROUND SAD 6.0' BASED ON UPLAND AREA (17,456 S.F.) SITUATED AT: PECONIC GRAVEL DWELLING: 2161 S.F. ,5; — - UPLAND PORTION OF CATWALK: 107 S.F. TOWN OF:SOUTHOLDKENNETH M WOYCHUK LAND SURVEYING, PLLC — FRONT STOOP. 22 S.F. I I I I I i e �1 I I I I I - — SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design —1 REAR DECK: 480 S.F. � _^�"P.O. Hog 153 Aquebogue, New York 11931 � SEPT. 3, 2019 OUTDOOR SHOWER: 20 S.F. FILE # 18-1 15 SCALE: 1"=30' DAA: SEPT. 20, 2018 PHONE (891)298-1588 FAX (891) 298-1588 K. WOYCHUK LS TOTAL 2790 S.F. or 16.07. N.Y.S. LISC. NO. 050882 malntelnfmS the records of Robert J. Hennessy&Kenneth M. 1loyohuk i TYPICAL CLEAN OUT FFL 15.0 C.I. LOCKING 13.0 S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 2 LOT(S): 7 SLATE OR STOPPER END COVER TO GRADE Z FINISH GRADE #R 10-19-01 18 SUITABLE COVER OR PLUG MAIN ROAD 1/4--FT. ,MIN-2'MAX O'MI z DWELLINGS 1 LAND N/F W/PUBLIC WATER PROPOSED SILT FENCE - s, s COvER LFr_ s COVER PROPOSED 150' ALONG LIMITS OF DISTURBANCE / INVER ru 6'SLAB TIMBER REL WALL OF 30• ELBOW INVERT-/ _ 11.0 EXISTING CONC. 11,000 S.F. f' so vvYE 11.45 11.25 N HORTON INVERT INVERT N 86C"i °09'10" E SLAB TO BE REMOVED / FOUNDATION IRAFF E 10.75 1080 3 COLLAR 171.02 FLOW / WALL MI POOL CLEAN COARSE _ 5'-8" 6'S-AND L� _ _ _ PROP. TIE LINES ALONG CTI rANK GEN. & AIC UNITS PIPE i / 6.1'W z SILT FENCE PROP SED �- 9N-CO1�PADS PROPOSED 0.5'S� MHW MARK 3•M►N PROPOSED STEPPING STONES -QUIDOOR O I / j LL 500 GAL CTI 1 C.,.I USE 4" DIA. APPROVED SEWER PIPE INGROUND SHOWER- 7 CnI!V 1250 GAL PRECAST S.T. EL 9.2 LP. GAS TANK ❑0011❑❑❑ 1111❑❑ 0110 10 9 i i� I 5.0 -77 48.i' p 24 2'....... � \ f U z W \ Q HIGHEST EXPECTED GROUND WATER EL 2.0 .. N.....77777� '.'.'.. 1 I C)l I vii PROPOSED 4RAVEL DRIVENI//4�1 21.5'::::;;•;•:.: p Z j c� .;�•:.'••'•. �• . -'.• : • .`L.•• : ••• . . • :. . : •.I -�':-:-;•:.GARAGE'::•:•�•'•'•'•'•'•'.•.-.•-•.•...:•.•.•.•.•.•...... p 71' IV j I B M •. -.....GF 10.4_.:::::::::: ;•;.:.:.:.:.:.:.:.:.:.:. p 1 i W �� Iyi l I �N a� WELL �:. o CU III rn �o x �" I U P2orn r zO° �� .. W o ... N::15.5': 7O� 1 l� D o -+ w Nom :: 1 STY FRM.::::::IIIII11111 rp-- i U.P. D -�►-+ .. -..-.. -.. -.. E��.-oe..-.. I I I I 1 O EL 10.5 WATER LINE p \ o Z DWELLING::::: V I I I I , z: W.V. _ O \ o_� I I I I I I I I I I I \ L I I 4' WOOD CAMA K RAMP 4x20 FLOAT 4'x20' FLOAT ` ::. 3245 :.:.:..:.... .I 1 I 1 I III •_� 1 ID v?- PROP. UNDERGOUND UT1LI ESI I I I L I r O '� :.'' I I 1 I N I I LATFORM 1 � .COUN `V IDFIPA-RTii/�'xE2v T®r F -AL SSS�l sCES r�-.....FFL 14.0_:::,: I I I til I I I L- I f / 1 j EXISTING ASPHALT 1 o�:::;;•;•;.:...:...::.:.:.:.:.:.:.:.:...:w Pawl I -J I ` � r[M Y��"��P �I1�IL OF CONS L�sJOI''m FOR A C g DRIVEWAY TO BE - I I co t o l I 1 ZOO o I 0 REMOVED I ::io I CL o i I I / c1� TdtL ®;ALV J lgRy \` IXISTINGrONC I w co I �. {yjRF STOOP TO BE I ate.3 I I TISTI G STODif` 126' �l ; O S PATIO TO Bfz'REMOVE 6 e I NG OVERHEAD O REPLACED I I I I I I I / .. I \ \ J� a,4� L . 3 IXI O / HE EXISTING W OD 6' ILSTO BE REMOVED O ��� 8%IC p N I I I I I I I I I / DECK70 B l �j 6' �� IN FAVOR OF UNDERGROUND �� :: :. I I I I /� REMOVED Z UTI• ES. yy S.T. I I I FOR, UM C T"" 5' �� I' f0'MIN 28.2':•' .'::::::: ----� / CD 1 � IN. EXP, :� � � 11 I' %30- ` 1 I T S THREE -ARS FROM DArr',O'� r>PrP€OVA? 84104 i� % EL 11.3 _ CELLAR ENT. DRY EXISTING SANITARY I I TIDAL WETLAND \ 1 L P 00 WELL �� SYSTEM TO BE I i BOUNDARY AS I = o - EL 11.1 Iv ^; s RAIL FENCE 5' SILT FENCE �/ ABANDONED AND BACKFILLED I DELINEATED BY--�� o cn bandom-nClnt Of existing sanitary system niusL e fl� 5.4'W N. R TR ES AL G LINE 7 WITH CLEAN COARSE SAND. I I EN-CONSULTANTS Cr C ITi31FOFi"1.ance with�cC� iCIIlE'I2+'iC Led?Y Y E'Ti�Submit APRIL 8, 2019 co p` PIPE ( I I I `N co pleted form�`bI'm�'M- as proof. DRAINAGE CALCULATIONS: PROPOSED N 88°12'50"E I i 4 BEDROOM SYSTEM DWELLINGS PIPE Rl ELEV. 11.3 EXISTING LOT COVERAGE 1250"GAL. S.T. W/PUBLIC WATER LAND N/F 0.5'N 187.59' PIPE DWELLING FOOTPRINT=2,161 SQ.FT. OF 5'N OL DR BROWN 4, BASED ON UPLAND AREA (17,456 S.F.) (2) 8 0x6' DEEP L.P. 150 DY LOAM 2,060 x 0.166=359cf REQUIRED OWALCHUK FAMILY 2008 IRREVOCABLE TRUST j - DWELLING: 2161 S.F. (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVID D �v��gg�� T�/'� NOTE CHANGE(S) TYPICAL SILT CLAYEY UPLAND PORTION OF CATWALK. 107 S.F. THE WATER SUPPLY, WELLS, DRYWELLS ANDCESSPOO 'BSuffolk County Department of Health Services SCREEN SECTION k SC LOAM/SAND 1.7' FRONT STOOP: 25 S.F. (TO BE REPLACED) LOCA71ONS SHOWN ARE FROM FIELD OBSERVA7701VS GEOTE)MLE FABRIC - REAR DECK: 541 S.F. (TO BE REMOVED) AND OR DATA OBTAINED FROM 07HERS. NAVD88 SUPPORT POSTS \ ASPHALT DRIVEWAY. 1410 S.F. (TO BE REMOVED) AREA: 18,042 S.F. or 0.41 ACRES ELEVA77ON DATUM., WOOD OR METAL MEDIUM STONE PATIO: 225 S.F. TO BE REMOVED) UNAUTHORIZED ALIERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STAIE•EDUCATION LAW. COPIES OF 7HIS SURVEY FLOW DIRECTION SW ISAND 8.2' ( MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN & TOTAL 4469 S.F. or 25.6% ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 7H£777LE COMPANY. GOVERNMENTAL AGENCY AND LENDING INS717U770N EXCAVATED AND HIGHEST EXPECTED GRAVEL r� VS7ED HEREON. AND 70 7HE ASSIGNEES OF 7HE LENDING INS77711770N• GUARAN7EES ARE NOT 7RANSFERABLE. BACKFILLED TRENCH WATER EL 1.0 THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES 70 7HE S7RUC7URES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE b°7 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCE$ ADDI77ONAL S7RUCTURES OR AND OTHER IMPROVEMEN7r, EASEMENTS EXISTING GROUND WATER IN PROPOSED LOT COVERAGE rl'+;� AND/OR SUBSURFACE S7RU=RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHMCALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SW MEDIUM BASED ON UPLAND AREA (17,456 S.F.) 00, :A , �R` DESCRIBED PROPERTY CERTIFIED T0: MARY ANN HOWKINS; Ifill .•4I-I 011,714®RE-11 LESANDI- I-,11 ' '•" I I I- & 6.0' DWELLING: 2161 S.F. MAP DF: FIDELITY NATIONAL TITLE INSURANCE COMPANY; T_T�ulr I lEGRAVEL IIJI I IC J11 Il UPLAND PORTION OF CATWALK: 107 S.F. r FILED: 2-MINIMUM FRONT STOOP: 22 S.F. STUATED AT:PECONIC ? REAR DECK. 480 S.F. -113 ' TOWN of SOUTHOLDKENNETH M NOYCHUH LAND SURVEYING, PLLC I REVISED 11-13-19 I OUTDOOR SHOWER: 20 S.F. •°�' SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design -t-� a gel FLOOD MAP#36103CO166H SEPT. 3, lois TOTAL 2790 S.F. or 16.0% • P.O. Boa 1S3 A uebo e, New York 11991 '�� PHONE (681)268-1688 Pe%(681)M-1688 FLOOD ZONE X K. WOYCHUK LS FILE # 18-115 SCALE:1"=20' DATE:SEPT. 20, 2018 N.Y.S USG NO. 050882 m ene.wft ens roma,of Robot L aennmv a Kam en JIL Royehuk I i S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 2 LOT(S): 7 ' #R 10-19-01 18 MAIN ROAD DWELLINGS -H LAND N/F WIPUB'0 WATER OF / NHORTON UJI 2` N 86°09'10" E 171.02' / STK. N - TIE LINES ALONG C� o C TfMBER WALL GEN. & A/C UNIT! PIPE 1 / j STEPPING STONES ON CONC. PAD 0.5'S MHW MARKC) W L.P. SHOWER ►v EL 9.2 OS ❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑ ❑ ❑❑ 44. ❑ El O _�I U Lf) ro 48.1 ❑ CL M ' i.i W Z nj'....'.'.'.'....'.'.'....'... .....'.-.' ❑ I C31 I = 21.5':::: ❑ W v�� M �� GRAVEL DRIVEWAY cn:.:.:..GARAGE''•'•'•'.:::•'-':':':'::..........:::': ❑ N ; 8 o c�� 2.0''GF 10.4:.':::::::::............ '•:ni g O W e' m I Z :'o ❑ rTl� 1 I (n o x :•:•:•:- 73.2 U.P. n —¢�-T .._..WATER LINE _.. _.,—..T.. .1 STY FRM.::. z�.._.._.._.. W.V. O EL 10.5 '.'.'.DWELLING : %**' 0 = ED 4' CATWALK RAMP � o :�:•��:�:�:� :::::':':':'. i �4 63' ❑������� `�' FFL 14.0: ':, Q I a TEPPING STONES o V)3 1.9' p I Z V 0ca m \ 3 a O L.P N ... •.........'..'.':'.'.'.'.'.'. •\ I 74.5' 16.5 :.:.:28.2' ::': i 29' 1 CELLAR E T. TIDAL WETLAND L 11.3 I RAIL FEN E EL 11.1 25 0o BOUNDARY AS �' O DELINEATED BY—•-j 5.4'W M N. EN-CONSULTANTS PIPE CEDAR TREES ALONG LINE APRIL 8, 2019 co p 4 BEDROOM SYSTEM N 88 12 SO E DWELLINGS PIPE I I m THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 1250 GAL. S.T. W/PUB1 O�WATER LANOD N/F 0.5'N 187.,591 PIPE� LOCARONS SHOWN ARE FROM FIELD OBSERVA77ONS (2) 8'0x6' .DEEP L.P. KOWALCHUK FAMILY 2008 IRREVOCABLE TRUST AND OR DATA OBTAINED FROM OTHERS. \ I AREA:18,042 S.F. or 0.41 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.' COPIES OF THIS SURVEY \ 1 MAP NOT BEARING 714E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 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 INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM'THE PROPERTY LINES TO 714E STRUCTURES ARE FOR A SPECIF7C PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS APPROVAL OF CONSTRUCTED WORKS FOR AND/OR SUBSURFACE S7RUC•7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY A SINGLE FA-MILY RESIDENCE SURVEY oF:DESCRIBED PROPERTY CERTIFIED TO: MARY ANN HOWKINS; Date WR 1A 2012ZH.S.Ref°.NO.R I o-l9- D I lR MAP OR FIDELITY NATIONAL TITLE INSURANCE COMPANY; The semp ds and adld vtat Supply f dales at alis taaakn have been FILED: • {itopeCted 3iidl0(Cetfiftd by thls Dep2ftRler`GL-02hefagP.dlOAS and ftod 10 SITUATED Ar:PECONIC be sausfactagv FOR A fiAAXIMU - BEDROOMS. Town OF:SOUTHOLD FINAL SURVEY 12-12-21 KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 07-25-20 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 11-13-19 P:O. Boz 153 Aquebogue, New York 11991 FLOOD MAP 36103CO166H , r # Craig Knepper: P.E. Chief FILE #18-115 SCALE: 1"=20' DATE:SEPT. 2p, 2018 PHONE (631)298-1588 FAX (631) 296-1588 FLOOD ZONE X __ _ N.Y.S. LISC. NO. 050882 maintatnfn¢the records of Robert L Henneew&Kenneth IL woYchpk :i--1 $ ur IVFi a agel�ent S.C.T.M. NO. DISTRICT. 1000 SECTION: 86 BLOCK: 2 LOT(S): 7 / MAIN ROAD DWELLGS +1 LAND N/F W/PUBLIC WATER PROPOSED SILT FENCE / �11 PROPOSED OF 150' ALONG LIMITS OF DISTURBANCE I I- CN TIMBER RET WALL HORTON 11,000 S.F. f TIE LINES ALONG N 86"09'10 E EXISTING CONC. SLAB TO BE REMOVED � �: 171.02' MHW MARK / } FEB 3 2020 1_J I,� - - - - - - - _ _ _ PROP. ` { GEN. & A/C UNITS I PIPE I j 6.1'W w SILT FENCE PROPOSED PROP SED > 6N-COX.PADS PROPOSED 0.5'S� 500 GAL. STEPPING STONES �„ _QUTDOOR C„I I / W WT SILT INGROUND SHOWER- a ti�I W A RR4 LP. GAS TANK = 000000111101111❑❑❑ 11000 i 0� cfl.p: I C4 EL 10.2 ❑ I cn co I : BOARD -- ------ 48.1' ❑ ® o. o �� I v AR® OF TRUSTEES - 24.2':::::::w Q TOWN OF SOUTHOtD PROPOSED GRAVEL �DRIVEWAY�.'I ^� I w �I I eN _...GARAGE:: 2.1:5'::•.•:•:•.•.•: 7j. j " '- . I ---'.'.':GF' . 11.4 w ; i O DATE A. i ---- 2. 1 �� u �Q; Zo2a I o .y ' �\\ -.�� �:T.' DRY 'N I �L \ WELL ❑ I- m "o �I ® m " _ :: O ♦ v`"io .••15.5 -..•• 66,70• C:) I I I II r - _ n � WATER LINE STY ERM.• .• I I I I U.P. y .� .�_!-� .. ..-.. .�..-..�1..�-..-.. •.•.•.•.•.•.• i I I I I � - �. m O L 11.5 I z: W.V. _ o ,��Z DWELLING::.:.:::: :.. /� t I I I I / 1 4' WOOD CAtWA RAMP 4'x20' FLOAT 4'x20' FLOAT _I— __ _ _ - �-`L :': .::::: #3245-::::_: -.1 I I I I I I i I I IIII "-i I WOOD -i PROP. UNDERGOUND !mu ES O v;:;:-'-.. " ' I I I I I I I I f'�i I PLATFORM I ❑�� N-•...•..FFL 15.0 :::: I I TYPICAL CLEAN OUT I YI I I L- -J 1 1 IW. EXISTING ASPHALT I o7.::•:•:•:•:•:•:•:•:•::'•:•:•:•:•;•:.:.:.:.:::•' - / i 3 DRNEWAY TO BE i - I I ...... SLATE OR z U'ton I W p�Ry REMOVED I IXISTING�ONC. :''�_ I a I I I I SUITABLE COVE STOPPER END m'- I �. / STOOP TO BE I o I I I I EXISTIN6"STONE OR PLUG w /RFS / a I I PAllJd'TO BE R MOVED \ 6 Q CL 1 j / REPLACED I j I j I I I I I 3 IXi NG OVERHEAD O L.Pi / .''''••..... IIIIIIIII / EXISTING W OD WIR S TO BE REMOVED O • e y�N LEAN .:: IIIIIIIII / DECK TO 8 I \ \ ��6' 30' ELBOW IN FAVOR OF UNDERGROUND :::::''•'•'.'.': (b ... ••-...:: IIIIIIIII /� REMOVED �Z \ 60' WYE UTIFTITIES. 5, �i S.T. 10'MIN 28.2':•:•':': ----� ( m \ � IN. EXf. �� a ._� I v- 8 1 \ FLOW- - I 8' i lb CELLAR ENT. !DRY 12EXISTING SANITARY 10- I TIDAL WETLANDEL 12.3i io o 3: ODRAINAGE CALCULATIONS: L P ELL 7 SYSTEM TO BE 1 r I BOUNDARY AS � N c� RAIL FENCE.---____ 5' SILT FENCE {= / ABANDONED AND BACKFILLED I DEUNEATM BY~{ o cn 5.VW N. EN-CONSULTANTS DWELLING FOOTPRINT=2,161 SQ.FT. AR TR ES AL G LINE/ WITH CLEAN COARSE SAND. I I Ip 2,060 x 0.166=359cf REQUIRED I APRIL 8, 2019 co PIPE i I I I (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED PROPOSED N 88012'50"E I I 4 BEDROOM SYSTEM DWELLINGS PIPE m ELEV. 12. EXISTING LOT COVERAGE 1250 GAL. S.T. W/PUBLIC WATER LAND N/F ON N 187.59 PIPE I BASED ON UPLAND AREA (17,456 S.F.) (2) 8'0x6' DEEP L.P. 150' OF 5'N OL DR BROWN 4' DY LOAM KOWALCHUK FAMILY 2008 IRREVOCABLE TRUST 1 _ DWELLING: 2161 S.F. TYPICAL SILT \ CLAYEY UPLAND PORTION OF CATWALK: 107 S.F. THE W47ER SUPPLY. WELLS; ORYWELLS AND CESSPOOL SCREEN SECTION SC LOAM/SAND 1.7' FRONT STOOP. 25 S.F. (TO BE REPLACED) IOCA77ONS SHOWN ARE FROM RELD OBSERVA71ONS DATA OBTAINED FROM OTHERS GEOTEXTILE FABRIC 1 REAR DECK: 541 S.F. (TO BE REMOVED) AND OR NGVD 1929 SUPPORT POSTS \ ASPHALT DRIVEWAY: 1410 S.F. (TO BE REMOVED) AREA: 18,042 DATA S.F. or 0.41 ACRES £LEVA77ON DA7UW.1 WOOD OR METAL MEDIUM STONE PATIO: 225 S.F. (TO BE REMOVED) UNAWHORIMD ALTERA770N OR ADD17YON 70 THIS SURVEY IS A IIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF THIS SURVEY FLOW DIRECTION SW SAND 9.0' MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDI047ED HEREON SHALL RUN & TOTAL 4469 S.F. or 25.67. ONLY TO 7H£PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777.E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77IV77ON EXCAVATED AND GRAVEL LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE BAOKFILLED TRENCH WATER EL 1.2 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCE.% VF ADDITIONAL STRUCTURES OR AND 07HER IMPRONEN7S EASEMENTS EXISTING GROUND WATER IN PROPOSED LOT COVERAGE AND/OR SUBSURFACE STRUCTURES-RECORDEO O7 UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774£ 77ME OF SURVEY j; Sw MEDIUM BASED ON UPLAND AREA (17,456 S.F) SURVEY OF-DESCRIBED'PROPERTY.- CERTIFIED TO: MARY ANN HOWKINS, I I I SANG MAP oF: FIDELITY NATIONAL TITLE INSURANCE COMPANY; & 6.0' DWELLING: 2161 S.F. =1 I 1—I 1 I L I C I I �� I I L= GRAVEL UPLAND PORTION OF CATWALK: 107 S.F. Fly` REVISED 09-26-19 II 2•MMIMUM FRONT STOOP: 22 S.F. SITUATED AT:PECONIC REVISED 09-17-19 REAR DECK: 480 S.F. TowN of SOUTHOLD KENNETH M WOYCHUK LAND SURVEYIItiG, PLLC UPDATE 07-12-19 OUTDOOR SHOWER: 20 S.F. SUFFOLK COUNTY, NEW YORK Professional Lend Surveying and Design UPDATE/ADD SOUNDINGS 04/08/19 SEPT. 3, 2019 TOTAL 2790 S.F. or 16.0% P.O. Hoz 163 Aquebogue, New York 11951 FLOOD MAP#36103C0166H FILE# 18-115 SCALE 1"=20' DAA:SEPT. 20, 2018 PRO= (es><)z®e-i6ee FAX(est)2ee-15M FLOOD ZONE X K. WOYCHUK LS N.Y.S USr. NO. 050882 mtlntatuts,the mards of Bob=e J.R==M t Mmaeth IL eo7ohuk APPROVED BY BOARD OF f RUSTEES TOWN OF SOUTHOLD DATE w,om&wtl, 2o!9 I W _--- Iz IJ I I� IW lO I� I I 1 I I 1 NEW CEDAR SHINGLE ROOF OVER EXISTING FRAMING TYP, – NEW CEDAR SHINGLES AT EXISTING FIREPLACE CHIMNEY I I � ; I 1 1 I I 1 I �Elev_8' l ±— _ LEAD COATED COPPER HALF TOP Of EXIST,PLATE ROUND GUTTER TYP. NEW CEDAR SHINGLE SIDING !?, LEAD COATED COPPER ROUND AND SHEATHING OVER EXISTING Q LEADER FRAMING TYP. Elev.0'-0" NEW CEDAR SHINGLE SIDING FINISH FIOOR' AND SHEATHING OVER EXISTING – FRAMING TYP, Elev.0'-4" - ' I I I I I I 1 Elev,-1'-11" + 1------� ---� �EXfSTINGBASENfENT — ---- - ------- -------- -- ------------------- --- ------ ---� I r---------------------- -- ------------------------------ — --- -� FLOOR ---- i LEAD COATED COPPER ROUND � LEADER D E C rE V E a � 'I DEC 11 2019 130 ar of ff sees REBECCA AI BYRNES,R.A. READE STREET STUD10,LLC 3245 WELLS ROAD -PECONIC, NY 11958 ISSUED: 6 _ R , 1 FLORA[PARK,NY 10 1 OC'1 1 SCALE: - A- 13 FRONT WEST ELEVATION w wl ;Z Zi Lu ;J Ji c ;� NEW CEDAR SHINGLE ROOF OVER c EXISTING FRAMING TYP. � a1 "112 R HALF R ROUND I OP OF EXIST.PLATE — NEW CEDAR SHINGLE SIDING — p Q ENCLOSED OUTDOOR j AND SHEATHING OVER EXISTING Tpp LOCATION SHOWER IN EXISTING FRAMING TYP. WOOD DECK Elev.0'-0° FINISH FLOOR L ElevABECKJ ---- -- - - --- - ---- -- LEAD COATED COPPER HALF ' it---r--- ROUND GUTTER TYP,& ; moi i � _-----1+----------' i ; r---" , ------ - ------r-----------' LEAD COATED COPPER _ Elev,-7'-1 I' ± r--- 1 ROUND LEADER A� M FO-OR ----------- D; ---a -—-------- - - - - - - ; 17 ; gyp, 0 7 E DEC 112099 Seutl,o!d Town Board o'Tr�st�es REBECCA A. BYRNES,R.A. READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 -SEPTEMBER 2-6,2619 _ NA-- - FLORAL PARK,NY� 03 10011 T:917 909 - 'L- �`,BROOKLYN,NY 11211 65 INF04READESTREETSTUDIO.COM REAR EAST ELEVATION -118°=V-0'SCALE: -- —-- NEW CEDAR SHINGLE ROOF OVER — EXISTING FRAMING TYP, NEW CEDAR SHINGLES AT - - EXISTING FIREPLACE CHIMNEY -- 1 COPPER HALF Elev.8' 1 1/2" + 1 R TYP, �TOIsOF�XfST-PtATE- ==jElev.___ Elev.8'-1 1/2"LEAD COATED COPPER HALF -- C�OFEXTST,COPPERROUND GUTTER TYP. A R PLATE LEAD COATED COPPER - ------ ROUND LEADER ' NEW CEDAR SHINGLE SIDING AND SHEATHING OVER EXISTING �,.FINISH FLOOR FRAMING TYP, Elev,0'-0' — Elev.0'-4" --- --- - - --------�` Eley 0'-4' -- FINISH–DFC�t �FfNIShT6�ClC—-— EXISTING STAIR TO CELLAR iCEDAR SHINGLE SIDING TYP. r- --- -- ------ ------ - ----- Elev. 7'-11' ---—-—-—-- ` L----------- - Elev.-7'-11" $EXISTING BASEMENT FLOOR -------------- RSG ± �ASEMEIQi FCOOif ECEE DEC 1 1 2019 =a, ;!d Town f Trustce ISSUED REBECCA A. BYRNES,R"A, READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 SEPTE EPTE2019 LORAL PARK,NY 1001' 917 909x0365 INFOCREADESTRER STUDIO ,NY 11211 - 5 ETSTUDfO,COM SCALE: - SIDE SOUTH ELEVATION 1/8'=I' - - _ NEW CEDAR SHINGLE ROOF OVER EXISTING FRAMING TYP, r; NEW CEDAR SHINGLES AT EXISTING FIREPLACE CHIMNEY —� NEW CEDAR SHINGLES AT ENCLOSED OUTDOOR SHOWER IN EXISTING FIREPLACE CHIMNEY EXISTING LOCATION f +fO Elev.8'-1 1/2' ± t�XfST PZA ----------- --- Elev 8'-1 IST. ± -— -— - --- — ------- ----- LEAD COATED COPPER HALF V,' OP OF EXIST.PLATE l ROUND GUTTER TYP. _ ,� }- LEAD COATED COPPER _ NEW CEDAR SHINGLE SIDING ROUND LEADER AND SHEATHING OVER EXISTING Elev,0'-0" CONDENSERS ,- FRAMING TYP, - Elev0'-0" �FINISFTFCOOR`-—- .? —'-'—-—-— --- -- --- - - --- -- —'- --- --- ----J FINISH FLOOR --- --- ---- ------ Elev 0'41 --�FINISN DECTC _ Elev,0'-4° 1 --------------------------- ------- `�F�rvisa Clc--- I I 1 I I I I i t I I 1 ----- _---y ____________----- 1 - ' 1 LEAD COATED COPPER HALF $EXISTING BASEMENT FLOOR —-—-—-— -—_— _—_ _ __ _ —-—-—_ ROUND GUTTER TYP,& Elev.-7'-1 1" ± ---�-�- - - �---------------------------------------; , --- — -- - $ I LEAD COATED COPPER EXISTING BASEMENT ROUND LEADER FLOOR DEC 1 1 2019 �I Sout',,oi l Town Boar'Of Tnsiee REBECCA A. BYRNES,R.A. READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 ISSUED: SEPTEMBER 6,2019 SCALE — 16 SIDE NORTH ELEVATION S.C.TM. NO. DISTRICT. 1000 SECTION: 86 BLOCK: 2 LOT(S): 7 MAIN- E C - � V I� ROAD DWELLINGS +1 LAND N/F W/PUBLIC WATER PROPOSED SILT FENCE EC 1 2019 POSED� 150' ALONG LIMITS OF DISTURBANCE TIMBER RET. WALII,I 11,000 S.F. ± N EXISTING CONC. N TIE LINES ALONG Soua!d Town ' MN 86009'10" E SLAB TO BE REMOVED 54'-7° 171.02' MHW MARK Boar of Trustees 6. 'W - ----------- --- --- GEN.&A/C UNIT - F SILT FENCE PROPOSED ROPOSE� -�___ PAp PROPOSED 0. S m 500 GAL. ST PPING STONES - _1 ° OUTDOEORR - Y INGROUN ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑D ❑ -atm -__' 10 8 0) N W m EL 10.2 L.P. GAS TAN{t�o 48.1' ❑ I ❑ CD M 4') w 1'^11ri p N O V R _ m PROPOSED GRAVEL DRIVE WAY `°-. N g ❑ -� Q GARAGE 21.5 ❑ c q'v GF 11.4 ❑ 12 71, W Z 2.0' ❑ .p N o 0 � � m DRY 0 ❑ � � p v � Q !'n ❑ CID m _ G) 1 EL -� ❑ z m m D ❑ m ❑ 0 V 0 O i ❑ O i Z DWI' 70, O WATFR LINE �; ❑ °� :1_..STY FRM. Z m W.V. L11.5 — N o� DWELLING ;6 ,,, z O Z 4 6 ' #3245 `v' 'WOOD CATWALK RAMP 4'x20'FLOAT 4'x: - -r -_-- m -- -- PROP. UNDERGOUND TI IES 7'8,3° WOOD m EXISTING ASPHALT o N FFL 15.0 Y PLATFORM c I W DRIVEWAY TO BE 15'-3' uWj p 0oi REMOVED O 0 0 � �� ��VERY �p EXISTI G CO � 00 O STOO TOB a EXIST GST NE 4 \ CEDPAT TO BE EMOVEREP O �bo O i EX STING OVERHEADL'P (91 CLEA EXISTING OOD bn WIRES TO BE REMO ED ��`�� MSN T OUT DECK TO E •�j��, IN AVOR OF UNDE GROUND 15, S. 28 2' REMOVED UTILITIES. IN I 00 8, ENT—�� 12 MSN L P EL 12.3 ELLAR DRY EXISTING SANITARY _ 10 7- TIDAL WETLAND W RAIL FENCE I------- _ 4'-6' 11'-0' WEL SYSTEM TO BE 2� BOUNDARY AS 5' SILT FENCE ABANDONED AND BACK -1` O O ILLE DELINEATED-B 5.4'W o — --M'N-----------------_— CEDAR TREES ALONG LINE WITH CLEAN COARSES ND. EN-CONSULTANT 7 LO PIPE --. --• ------------------� APRIL 8,2019 N o 1 O I DWELLINGS PIPE (A12.3 W/PUBLIC WATER LAND N/F 0.5'N 187.59' PIPE OF .5'N KOWALCHUK FAMILY 2008 IRREVOCABLE TRUST -- REBECCA A. BYRNES,R.A. READS STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, W 11958 ISSUEDSEPTEMBER 26,2019 52 COLONIAL ROAD 177 NORTH 10TH STREET-SUITE F,BROOKLYN,NY 11211 DECEMBER 10.2019A-101 FLORAL PARK,NY 10011 T:917 909 0365 INFO@READESTREETSTUDIO,COM SITE PLAN WITH DIMENSIONS I 17--ol%*4\- NYSIF New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE r, A^A^A^ 113030839 CLIFFORD WOOLLEY CONSTRUCTION CORP 153 POWELL AVE 0 ' 2 UNIT 6 SOUTHAMPTON NY 11968 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CLIFFORD WOOLLEY CONSTRUCTION CORP TOWN OF SOUTHOLD BUILDING DEPT 153 POWELL AVE TOWN HALL UNIT 6 SOUTHOLD NY 11971 SOUTHAMPTON NY 11968 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12446945-4 695331 03/01/2020 TO 03/01/2021 10/22/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2446945-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRIES CLIFFORD WOOLLEY CLIFFORD WOOLEY CONSTRUCTION CORP ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEWYORK STATE INSURANCE FUND DIRECTOR,I NSU RANCE FUND UNDERWRITING VALIDATION NUMBER:79749440 U-26.3 A�® CERTIFICATE OF LIABILITY INSURANCE DnrE(a110/23/0�0 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT IJ AME• SPECIALIZED INSURANCE&SERVICES 1HONE - �— FAX 63 204 RTE. 112 E-MAIL A1C No PATCHOGUE,NY 11772 ADDRESS: SRUQSPECIALIZEDINSURANCE.COM Auto-Home-Business-Cycle-etc. INSURERS AFFORDING COVERAGE NA1C tl INSURER A:EVANSTON INSURANCE COMPANY 35378 INSURED INSURER e CLIFFORD WOOLLEY CONSTRUCTION CORP INSURER C: _ 153 POWELL AVE, BLDG 1 UNIT 6 INSURER D: BLDG 1 UNIT INSURER E: SOUTHAMPTON NY, 11968 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPEOFINSURANCE POLICY NUMBER MIDDIYYYY MWDDIYYYV A ACHOCCOMMERCIAL GENERAL LIABILITY Y N 3AA366045 10/22/2020 10/22/2021 ECURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR PRE ES f a oisu ". s 100,000 MED EXP(Any oneperson) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000.000 POLICY❑PRO- ❑ JECT LOC PRODUCTS-COMPJOPAGG S QQ OTHER: Is AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Is Ea accident ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) S HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Pere dent IS UMBRELLA LIAB OCCUR EACH OCCURRENCE �S _ EXCESS UAB CLAIMS-MADE AGGREGATE �$ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE E ANY PROPRIETOR/PARTNERIEXECUTIVE a NIA E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes.desvibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,AddlUanal Remarks Schedule,may be atlachod R mora space Ic required) CARPENTRY/CONTRACTORS-SUBCONTRACTED BELOW ARE LISTED AS ADDITIONAL INSURED AS PER WRITTEN CONTRACT OR AGREEMENT POLICY CONTAINS A 15 DAY PRIOR WRITTEN NOTICE FOR CANCELLATION/NOT RENEWED CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATI ATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDAN THE POLICY PROVISIONS. 54375 NY-25 PO BOX 1179 AUTHO PRES w SOUTHOLD NY 11971 ®1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 79w, /..• �•., a•� t{ I � '.i jW� � i":� �. i {y�t 13. 'F:(i ti ,tif+�(� r 4+�1`r�}�r>. I,[4'.� it :'_•- ,:�r..h �, N h. ' ,. , .° . .�_ J_:•_C � � � :�'� ,J ,: • ., ,.l J =,, f �:� 1,.. ;l . ! _.zl J '�, ,I� :_i ,��,,�.=:.,, . ,r Suffolk County Department of Labor, LicensingConsumer Affairs \ VETERANS MEMORIAL HIGHWAY HAUPPAUGE., NEWYORK 11788 i *a€ ..''' DATE ISSUED: 1 1 1 1 No. HI-64217 .. SUFFOLK COUNTY Home Improvement / / / PN This is to certify thatClifford M Woolley business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk.doing business as Clifford Woolley Construction Corp having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct ,,.��� NOT VALID WITHOUT Restrictions AdditionaIBusinesses Jf- i DEPARTMENTAL SEAL / 1 A CURRENT CONSUMER AF FAIRS C 1 CARD i, 4 �V\'C YVly i C,VA'; . Commissioner NNA ±'.'.% 1 �/ \�•.r>• Y :.,,y l '�/\1e r. \1 l/ �G�!/I\i`�•> 1 ,,,'.'c�b.�/\�C">'' 1 j +' -•ex.U,,YYdo�,iLi'.r,.� .i� a'1561kYd'dN�Ye.-.�^"e ,�� i. �;eF:. ,1:,LL4d.:e:.J: i���.'Ii kskyT:Y-;4't: .'srr•.�IIIIiy� _`_'i.':,i<ii�s?:UXRIL��e.i,A�� Yw"i4',2YJ`,i3o4 *r(�._.Ui•I -r.�k!�l�.i�:f -'[may"(;, �, �- :'i" y(J7,F V°. `•`t�" 'I'l.l 1 'V,�� i.�'/ `:4:'{f�{"�Y ;c' 1? eib: �hlV�.r `.,J' 1�..., .,..C�/.{'yy\f,• F" c ".. x,,'1,1- ,,,•• -Y�.�G'l= � �uY� "Ys�1"�' � ,^�J�?a„� � �� -v�11V"� Generated by REScheck-Web Software Compliance Certificate Project Howkins Residence Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3245 Wells Road Jason Fay Rebecca Byrnes Peconic, NY 11958 Reade Street Studio LLC b/architecture pllc 177 N 10th St 52 Colonial Road Suite F Floral Park, NY 10011 Brooklyn, NY 11211 917 909 0365 jason@readestreetstudio.com Compliance: . prescriptive -. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA CEILING-KITCHEN + BACK HALL+ BASEMENT STAIR: Flat Ceiling or Scissor 280 51.0 0.0 0.025 7 Truss SKYLIGHT 03-KITCHEN: Metal Frame 5 0.540 3 SHGC: 0.24 CEILING-WEST FACING-ENTRY-OFFICE-MSTR HALL-MSTER BATH-GUEST 815 51.0 0.0 0.021 17 BATH-GUEST BEDROOM: Cathedral Ceiling(no attic) CEILING-EAST FACING-DINING-LIVING-MASTER BEDROOM:Cathedral Ceiling 623 51.0 0.0 0.021 13 (no attic) CEILING-SOUTH FACING-FAM ROOM: Cathedral Ceiling(no attic) 177 51.0 0.0 0.021 3 SKYLIGHT-01: Metal Frame w/Thermal Break 10 0.540 5 SHGC: 0.24 SKYLIGHT-02: Metal Frame w/Thermal Break 10 0.540 5 SHGC: 0.24 CEILING-NORTH FACING-FAM ROOM:Cathedral Ceiling(no attic) 177 51.0 0.0 0.021 4 WEST FACING WALL 1: Wood Frame, 16"o.c. 75 20.0 0.0 0.059 4 WEST FACING WALL 2:Wood Frame, 16"o.c. 447 20.0 0.0 0.059 19 WINDOW 115: Wood Frame 40 0.240 10 SHGC: 0.27 WINDOW 116:Wood Frame 4 0.240 1 SHGC: 0.27 WINDOW 100:Wood Frame 38 0.240 9 SHGC: 0.27 Project Title: Howkins Residence Report date: 01/14/20 Data filename: Page 1 of10 i Gross Area Assembly or . Cavity Cont. U-Factor UA WINDOW 101:Wood Frame 40 0.240 10 SHGC: 0.27 WINDOW 102: Wood Frame 4 0.240 1 SHGC: 0.27 WINDOW 103:Wood Frame 6 0.240 1 SHGC: 0.27 SOUTH FACING WALL 1:Wood Frame, 16"o.c. 325 20.0 0.0 0.059 17 WINDOW 104:Wood Frame 6 0.240 1 SHGC: 0.27 WINDOW 105: Wood Frame 16 0.240 4 SHGC: 0.27 WINDOW 106: Wood Frame 16 0.240 4 SHGC: 0.27 SOUTH FACING WALL 2:Wood Frame, 16"o.c. 122 20.0 0.0 0.059 2 WINDOW 110: Metal Frame w/Thermal Break 85 0.240 20 SHGC: 0.27 EAST FACING WALL 1:Wood Frame, 16"o.c. 328 20.0 0.0 0.059 9 WINDOW 107: Metal Frame w/Thermal Break 42 0.240 10 SHGC: 0.27 WINDOW 108: Metal Frame w/Thermal Break 85 0.240 20 SHGC: 0.27 WINDOW 109: Metal Frame w/Thermal Break 42 0.240 10 SHGC: 0.27 EAST FACING WALL 2:Wood Frame, 16"o.c. 214 20.0 0.0 0.059 8 WINDOW 107: Metal Frame w/Thermal Break 42 0.240 10 SHGC: 0.27 WINDOW 111: Metal Frame w/Thermal Break 42 0.240 10 SHGC: 0.27 NORTH FACING WALL 1:Wood Frame, 16" o.c. 206 20.0 0.0 0.059 12 NORTH FACING WALL 2:Wood Frame, 16" o.c. 202 20.0 0.0 0.059 11 GARAGE DOOR-THERMAL METAL:Solid Door(under 50%glazing) 21 0.160 3 Floor:All-Wood joist/Truss 1,830 30.0 0.0 0.033 60 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed bu' g has been desi ned to meet the 2015 IECC requirements in RE eck Version : REScheck-Web and to omply with the man ory a irements lis d in the REScheck Inspection Checklist. / Name-Title SignMfure Date ,1 Project Title: Howkins Residence Report date: 01/14/20 Data filename: Page 2 of 10 Envelope Leakage Test Testing Company: Technician: Name: Dwelling Dynamics,LLC Name: Gonion Grant Address: 9 Oak Ledge La Credentials: RESNET ID#3523544 East Hampton , NY 11937 Email: gordon@dwellingdynamics.net Phone:631-324-0858 Building Information: Customer Information: Project ID: 3245 Wells Rd Name: Mary Ann Howkins Address: 3245 Wells Rd Address: 3245 Wells Rd Peconic, NY 11958 Peconic, NY 11958 Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.94 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 3245 Wells Rd multi 021622 b Purpose of Test: RESNET Multi-Pt Env.Leakage Measured CFM50: 1,626.8(+/-3.0%) Effective Leakage Area:96.9 inz Building Volume: 33,255.0 W Enclosure Surface Area:0.0 W Coefficient(C): 144.8(+/-13.00/.) Exponent(n):0.618(+/-0.038) Correlation Coefficient: 0.99944 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp:86 OF Outdoor Temp:40 OF Altitude: 15.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-02-16 12:49:59 o Depressurize — 2000 ca 1 00 c 700.......... 600 m 500 - 400 300 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target fPa� Bldo(Pa) Adi Bldg (Pal Ea wjft FI w n Confia Baseline -2.4 -60.0 -61.5 -59.1 -112.6 1,902.4 Ring A -48.0 -47.3 -44.8 -82.1 1,630.4 Ring A -35.0 -38.4 -36.0 -59.3 1,391.7 Ping -23.0 -24.9 -22.5 -35.0 1,076.2 Ring A -10.0 -13.0 -10.5 -121.2 653.7 Ring B Test Equipment: Flow Device: Model 3110V Fan Serial#:30620 Pressure Gauge: DG700 Serial#:34580 Calibration Date:2020-08-13 Deviations from Standard: • None Comments- None Report by TEC Auto Test 1.8.0(210),©2021 The Energy Conservatory, Inc. Page 2 of 2 Dwelling Dynamics, LLC East Hampton,NY 11937 o-631-324-0858 c-516-380-4820 gordon@dwellingdynamics.net February 16,2022 Michael J.Verity Chief Building Inspector Southold Town Building Dept. 54375 Route 25 Southold,NY 11971 RE: 3245 Wells Road,Peconic,NY-Envelope Leakage Mr.Verity, Attached pleas d a rinted report showing the results of an envelope leakage test of the home at Wells oad in Peconic,conducted February 16, 2022.The leakage of the home 2.94 @ CH50. The test condu ed in dance with R402.4.1.2 of the IECC. 0 Thank you. Gordon Grant,HERS Rater RESNET ID# 3523544 1 Dwelling Dynamics, LLC East Hampton,NY 11937 o-631-324-0858 c-516-380-4820 gordon@dwellingdynamics.net February 16, 2022 Michael J.Verity Chief Building Inspector Southold Town Building Dept. 54375 Route 25 Southold,NY 11971 RE: 3245 Wells Road,Peconic,NY-Duct Leakage Mr.Verity, A duct leakage test was conduc on the 1 t floor duct system of the home at 3245 Wells Road in Peconic,February , 2022.The 1 ge of the system was 63 cfm at 25pa, under the allowable limit 74 cfin @ 25p . The test was conduc accordance wi R403.3.4 of the TFCC. Thank you. Gordon Grant,HERS Rater RESNET ID# 3523544 1 Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. 1 -All concrete 4,000 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 3-Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below grade unless indicated otherwise. 4-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 12"0 Sonotube Footing 5-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of maximum dry 18"0 Sonotube Footindensity. 12 0 Sonotube Footing 6- Follow cold weather concrete treatment relative to add mixtures in accordance with ACI 212.3R. Use Air-Entraining admixtures per (3) 2 x 10 MCQ 24"0 Sonotube Footing ASTM C260,AASHTO M154 or Water Reducing and Set- (2) 2 x 10 MCQ Controlling Admixtures per ASTM C494,AASHTO M 194 only. Do — — not use Calcium Chloride or other corrosive type admixtures. L.L 2x 10 MCQ FJ 0 16"CC 2 x 10 MG QFJ 2x10 MCQ FJ 2x10 MCQ FJ X Framing Notes: N 0 �v 30 x 30 x 12" E/w No. a 16 C 0 16 OC a 16 OC (� o,cfl `� 5 Rebar 11 OCE �_$CM - �__[_0 �_ 0 0 24"0 Sonotube Footing C �\ 12"0 Sonotube i l o i i o I The contractor is to verify all measurements in the field and any discrepancies are X . I X I I I X to be brought to the attention of the Engineer prior to construction. I I I N I I N I L RJ _ ^J �, Wood Framing 2 x 10 MCQ Ledger New 3'x 3 x W 51, 30"x 30"x 12"E1w No. 1. All lumber is to be No.2 or better Douglas Fir Larch (N)with the following Pont Loa o 8 0 Simpson TITEN Bolts 5 Rebar 11"OC E I I minimum specifications: 12"e14 No5 Fro Above X 0 16"OC Staggered Rebar 14"OC p 12"0 Sonotube ENV ;IF(2 - Fb=825 psi v=95 psi c perp=625 psi ) 2 J10 E= 1,600,000 psi New CMU Pier L_____J (2) 2 x 10 MCQ Ledger (2) 2 x 10 MCQ Ledger 2. All Parallam PSL Lumber is to have the following minimums specifications: Fill wit (PSL) 9 P Concrete (4)5'0 c impson TITEN Bolts (4)5'0 Simpson TITEN Bolts o Fb=2,900 psi X v Fv=290 psi N 0 Fc perp=750 psi 0'° o E =2,000,000 psi W (N3. 3.AII Microllam (LVL)Lumber is to have the following minimum specifications: N Existing (2 ) x 10 c C o o Fb=2,600 psi 28 C) U w X U X v Fc perp5 psi 750 psi N n X rn= �,= E= 1,900,000 psi Exist g (2 ) 2x10 W � ( � C- CO Z X X �� w W - 4. All pressure treated lumber is to be MCQ No. 2 or better Southern Yellow vx Pine. Fb= 975 psi —1H T Fv=90 psi Existing (3 )2 x1d I Fc perp=660 psi E = 1,700,000 psi W Fill in with 2 x 10 FJ o New Stair16"OC x U 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to Opening U_ N O be nailed/bolted in accordance with the manufacturer's specifications. C) o Existing Garage Slab o o U o I rn Zo X X X New T_ CO) 6. All straps, connectors, plates, bolts, nails, ietc.are to be galvanized or X car Foundation X X 04 ^ M a,= C14W stainless steel. Designated connectors, strap etc.on these drawings are co N �- w 2 x 10 MCQ Lag Bolted ; made by Simpson unless indicated otherwise.All connectors, straps etc. are X rto Wall with$"0 Simpson TITENL (2) 2 x 1 — to be nailed/bolted in accordance with the manufacturer's specifications. L (2) x 10 7. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and (2)2 x 6 i ----- -- . . . 2 x 8 FJ shall be nailed with 10d common nails 6" O.C. edges and 12"O.C.field. . . . . . . . . . . . 2x8FJI 16"OC 16 OC iii 8. All bolts nuts and washers are to be hot dipped galvanized. Steel I I Dowel into Existing wit I , I I .` I Do el into Existing with 1. All steel is to be ASTM Specification A-992-50 8" No5 Rebar 16"0 1I I I 8" No5 Rebar 16"OC 2 x 6 FJ Fill CMU Blocks at Thi i L � i dl CMU Blocks at This _______ _ 2. All bolted connections are to be made with A-325 bolts. 16"OC Area with Concret I I I l Area with Concrete ---------- ---� New S ( � Foundation Design Loads: Roof-Live Load-20 psf -Dead Load- 15 psf Foundation and First Floor Framing Details Attic-Live Load-20 psf -Dead Load- 15 psf s . — Scale: 1/4n - 11-0A 1st Floor-Live Load-40 psf Dead Load- 15 psf -Wind Loads- 130 mph-ASCE- e MWFRS-Method 2 x Oo 84 tv'» ' FESI Scale: 1/4" = 1'-0� Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education H owki n s Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 3245 Wells Rd the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 12-11-2019 631 298-1986 Peconic , New York signature and the date of such alterations,and a specific description of the alteration. ( ) I Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) Joint Description I Number of Common Nails Nail Spacing ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d each lap Collar Tie to Rafter(Toe-nailed) 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d each end Rim Board to Rafter End Nailed 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot Top Plates at Intersections(Face-nailed) 4-16d joists-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) per foot FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end (2) 1.75 x 7.25 LVL Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block ® Ledger Strip to Beam(Face-nailed) 3-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) per foot LL ROOF SHEATHING CStructural Panels 8d (Detail sheet S-2) —J C) 3 CEILING SHEATHING J Gypsum Wallboard 5d coolers 7"edge/10"field N WALL SHEATHING r— x Structural Panels 8d 6"edge/12"field LO Gypsum Wallboard 5d coolers 7"edge/10"field N — J FLOOR SHEATHING Structural Panels (3) 1.75 x 9.5 LVL e/w (2) 0.75 FP (2) 1.75 x 7.25 LVL (2) .75 x 7.25 LVL e/w(1) 0.625 FP (2) 1.75 x 7.25 LVL 1"or less 8d 6"edge/12"field _ — -- ® (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed T 3" �- -T on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be I� 1 j� doubled,or alternate connectors,such as shear plates,shall be used to maintain load path, L l N (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be �, reduced to 1 -16d nail per foot. O o_ U U O U N Q ® x O x Q x N (0U N Q NC CO N Z x W W CC) x N am Ll New 2 x 12 Ridge 04 O<Y) Z2x8 ) 1.75x7.2 L (2) 1.75x7.25LVL 8"0 Bolts, 16" � Nuts, and Washers (3) 1.75 x 9.5 2.0E LVL Cio (Y x -� tY N U "- U U o U U N m "- 0 m T- O � — x _ x UQ x x U x U N CO N O N (O N O to C�CO a) C(O C CO Z 1 r- Z i- co Cn W l' W 4 I I (2) 0.75"A36 Steel Flitch Plates 2) 1. 5 x 7.25 LVL 2- x 1.7 x .2 L (2) 1 75 x .25 LVL (2) oil poll W all (2) 1 3/4"X 7.25" LVL 5/8"0 Bolts 2" 16" A - - - - - S-3 - - I- - - 3s/ 7 (1) 0.625"A36 2�� I Roof Framing Details SteePlates Scale: 1/4" = 1'-0" Flitch Beam Details Scale: 1" - 1'-0" Y. 1684 Scale: 1/4" Plans Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education H oW ki n s Residence Law,Artide 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 3245 Wells Rd the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Altered by"followed by his/her Date : 12-1-2020 Peconic , New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 0 0 a Simpson LSTA30 Ridg at each R RAFTER TOP PLATE RAFTER OR HEADER TOP PLATE Nai Simpson MTS30 Rafter Strap RAFTER at each Rafter Tail HEADER OP PLA OR ' Simpson MTS30 Rafter Strap — - at each Rafter Tail (2)2 x 8 Nai RAFTER UD OP PLA 16"OC ST Simpson H2A Hurricane Ties New 2 x 10 RR New 2 x 10 RR at each Rafter Tail STUD 16"OC 16"OC Simpson 1-12A Hurricane Ties 2 x 4 Wall Studs at each Rafter Tail \(2) 2 x 8 Nai 2x4 Wall (2) 1.75 x 7.25 LVL e/w(1) 0.625 FP Hdr I 2 1.75 x 7.25 Hdr I O (2) 1.75 x 7.25 Hdr i I � I I � I � I � I � I � I � 0 i 2" Poured Concrete Slab 0 0 i 0 i echanically Compacted Clean Fill Simpson BC4 d 8 V 14 6 x 6 MCQ Post h • � 2 x 10 MCQ Ledger 8"0 Simpson TITEN Bolt • / /// ///�j --J7 16"OC Staggered Simpson BS 6 Fill Blocks with •"" "` Simpson 8"0 TITEN Bolt olts with "' ' Concrete No. 5 Rebar 11 21 ° II 11"OC E/W 311 \�\ • 3 16 �\ a ) No. 5 Rebar/7Z ebar 3" 811 O 1 � 341 4 OSection Details 311 16" - - - - - - - - - - - - - - - - - - - _ _ A 1 — —I— — Scale: 1/2" = 1'-0" (2) No. 5 Rebar 3" O � O O � O - - - - - - - - - - - - - - - - - - - - - - - - - � - - o � o o � o L4'— Zone 'Zone 1 Zone 2 Zone 3 Field 6 OC 12 OC 4 OC �4a, i,7 ... Panel Edges 6" OC 6" 0C 4" OC 05684 Nailing Requirements for 140 MPH, 3 Sec. Peak Gust, - 2" Thick Roof Sheathing with 8d Common Nails or 10d Box Nails Roof Sheathing Nailing Details Scale: 1/8"= V-0" Scale: 1/4" = 1'-0" Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. itis a violation of the New York State Education H owki n s Residence Law,Ardde 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJ C Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.ff an item bearing 1755 Sigsbee Road 3245 Wells Rd the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 40 Land Surveyor shall affix to the item hismer seal and the notation Altered by followed by his/her Date :12-1-2020631 298-1986 Peconic , New York signature and the date of such alterations,and a specific description of the alteration. ) DRAWING LIST CONSULTANTS I DRAWING LIST T-100 COVER SHEET,DRAWING LIST ISSUED-DOBv SURVEYOR/SEPTIC DESIGN ME KENNETH M.WOYCHUK,LAND SURVEYING,PLLC S-100 SITE PLAN ISSUED-DOB P.O.BOX 153 AQUEBOGUE,NEW YORK 11931 i OFFICE:(631)29�-1588 D-100 BASEMENT DEMOLITION PLAN ISSUED-DOB v Qo D-101 FIRST FLOOR DEMOLITION PLAN ISSUED-DOB STRUCNRALENGINEER+MECHANICAL ENGINEER � oz LONDON ENGINEERING,PC = J� A-100 BASEMENT CONSTRUCTION +FOUNDATION PLAN ISSUED-DOB 1)55 SIGSBEE ROAD V z� A-101 FIRST FLOOR STRUCT, +MECH,COORDINATION PLAN ISSUED-DOB NEW YORK,NY 11952 L g J ,rrr� ta� \ Up A-102 FIRST FLOOR CONSTRUCTION PLAN ISSUED-DOB OFFICE:631-298-1986 IAL AS �W�T �LL A-103 ROOF STRUCT.+MECH.COORDINATION PLAN ISSUED-DOB CONTACT:JOHN LONDON A-104 ROOF CONSTRUCTION PLAN ISSUED-DOB -_7 A-200 BASEMENT REFLECTED CEILING PLAN ISSUED-DOB ABBREVIATIONS ; 11e ._PARTMIzT �o A-201 FIRST FLOOR REFLECTED CEILING PLAN ISSUED-DOB o s PM FOR Ti`WE z" ABV Above FlN Finish PVC Polyvinyl ChlorideW4N'G' IN CT IONS: U Y o AC Air Conditioner RR/RR'G Floor/Flooring '. '�_�T._N TWO R EOUIR� b J o y A-300 BASEMENT ELECTRICAL PLAN ISSUED-DOB R&S Rod&Shelf ACT Active F.0 Face Of w R/RAD Radiator �:- �v-J)RED CONCR,:TE OmLU A-301 FIRRST FLOOR ELECTRICAL PLAN ISSUED-DOB AD Access Door FPSC Fire Proof Self Closing ,-. LC RD Roof Drain `2. �1 JGH - :FRA i,%,G & RLUNf8lA o ww ADJ Adjustable FTG Footing REF Refrigerator %SJLMT N c=an N< AFF Above Finished Floor RFlNF Reinforced i JAL CONSTRUCTION M'4J� w c A-400 EXTERIOR ELEVATIONS+BASEMENT DETAILS ISSUED-DOB AP Access Panel G Gasube REQ,D Required EE CtDlai .Lt F W�o A-401 EXTERIOR ELEVATIONS+ENL DETAILS ISSUED-DOB BD Board Galy Galvanized FOR C.O, 910 BEX Bath Exhaust GC General Contractor Room ALL CONSTRUCfiTON St•IALL M€ET THjBO Bottom Of GYP BD/GWB Gypsum Wall Board Roof Vent REQUIREMENTS OE 7F E CaDES OE NEWw= A-500 BUILDING SECTIONS ISSUED-DOB BRG Bearing H2O Water S Sink YORK STATE. NOT RESPONSIBLE ��R o a A-501 WALL SECTIONS ISSUED-DOB BT Bidet HD Head SC/SL Self-closing/ BTM Bottom HM Hollow Metal Self-latching DESIGN OR CONSTRUCTION ERROR, z SIDHP High Point Shower Drain A-600 ENLARGED KITCHEN PLAN+ELEVATIONS CAB Cabinet g SD/CM Smoke&Carbon CBU Cement Backer Unit WH Hot Water Heater Monoxide Detector A-601 ENLARGED KITCHEN DETAILS CL/CLOS Closet IM Ice Maker SE Security A-602 ENLARGED BATH PLANS,ELEVATIONS,+ENLDETAILS CLG Ceiling IML Insulation SFWR Shower A-603 INTERIOR ELEVATIONS+ENL. DETAILS CMU Conc,mas,unit INT InteriorCMR Center JMB Jamb SM Similar COMPLY WITH ALL CODES OF A-604 INTERIOR ELEVATIONS+ENL, DETAILS CONC Cori„;ete LAV/L Lavatory SNS Ste elite NEW YORK STATE & TOWN CODES A-605 INTERIOR ELEVATIONS+ENL. DETAILS CS Continuous M Jamb Switch so Stove Exhaust AS REQUIRED AND CONDITIONS OF CONE � Continuous MAH Mahogany T Toilet ISSUED-DOB CREST Getron A-700 WINDOW SCHEDULE+ELEVATIONS CT Ce strop MECH Mechanical lle MC Medicine Cabinet TB Towel Bar "R• 7P `� A-701 DOOR SCHEDULE,TYPES,+DETAILS ISSUED-DOB CN TE Telephone Cable MIN Minimum TO Top Of D Dryer Mn}d Manifold Tp M-1 FIRST FLOOR MECHANICAL PLAN DH Double Hung DIM Dimensionoilet Paper Holder -DOB ISSUED M.O., " Masonry Opening TR Towel Ring SOUTHOLD TOWN TRUSTEES DR H Door Head MTD Mounted Transparent M-2 BASEMENT MECHANICAL PLAN ISSUED-DOB Detail NTIL Metal TYP Typical N.Y.S.DEC pn Dl Dishwasher NAT Natural UON Unless Otherwise Noted DW Detail S-1 FOUNDATION AND FIRST FLOOR FRAMING DETAILS ISSUED-DOB DWG Drawing NIC Not In Contract VCT Vinyl Composition Tile S-2 ROOF FRAMING DETAILS DWR Drawer Oc On Center VIF Verify In Field ISSUED-DOB E Electric OFE Owner W Washer Z S-3 SECTION DETAILS ISSUED-DOB Furnished LU OCCUPANCY OR EA Each Equipment WA Waste KEY PLAN- Elevation OFa Owner Furnished WC Water Closet 2 EP Electrical Panel &Contractor Installed WD Wood USE IS UNLAWFUL U WITHOUT CERTIFICAT EQ Equal OPP H Opposite Hand Woodwork NOT TO SCALE EQUIP Equipment PLM Plastic Laminate VAIWindow Head L_ EXSTG/EX Existing PLYWD Plywood W.O. Wall Oven EXP Exposed POP Poplar VS Vent Stack OF OCCUPANCY EXT Exterior Pi' Pressure Treated FD Floor Drain PID Painted FN Fresh Air Intake FF Finish Floor o N C) iP:SP� LU CTiONS AR12,AEOUIRED o o Contact X03 Engineering at?Z5-15,0�jtGra Backfill. OR Provide e=ngineer's CcrtIfIc;..lan DRAWING SYMBOLS ;,1t::t 2hs draina5_1 rws been to"s: BUILDING; .. ----------H2O--------- WATERLINE xx SECTON ELECTRICAL ---------- LP - - LIQUID PROPANE GAS LINE INSPECTION REQUIRED z a W SECT ON Q _.__-----W--------- WASTE LINE o 4 u J DETAIENLALGPELAAN 0 XX X EXTERIOR ---------- PP---------- PERFORATED DRAIN PIPE o ELEVATION PROPERTY OF. X --------- S ----------- STORM DRAIN o MARY ANN HOWKINS X O X INTERIOR o 3245 WELLS ROAD ELEVATION N p PECONIC NY,11958 x R,E,T,_--__--- EC,TV _ ELEVATION INDICATOR -�HB HOSE BIB PLUMBER CERTIFICATION p)()( DOOR AND FRAMED ON LEAD CONTENT BEFORE OP'G NO. HHS HOSE BIB W/HAND HELD CERTIFICATE OF OCCUPANCY ZONING CALCULATIONS O WINDOW NO. SPRAY SOLDER USED IN WA TER SUPPLY - GAS SYSTEM CANNOT .C.T.M.# DISTRICT;1000 SECT10N;86 BLOCK-2 LOT;T R,40 DWEWNG EXISTING EXCEED 2110 OF 1%LEAD. - — -- CABINET ITEM CONTOUR LOT SIZE- 17,456 SF(BASED ON UPLAND AREA) -- -- - NEW CONTOUR LLOWABLE BUILDING COVERAGE(20%of lot size) _ 3491,2 SF — — — — - CENTERLINE EXISTING LOT COVERAGE EXISTING CONCRETE BLOCK DWELLING 2161 SF ALIGNMENT PLUMBING ALL PLUMBING WASTE, W -J FRONT STOOP 25 SF NEW/PATCHED CONCRETE BLOCK &WATER LINES NEED z r'-) z REAR DECK �--- DIRECTION OF MATERIAL TESTINA E R L NE COVERING'541 SF SPHALT DRIVEWAY 1410 SFCONST UCTION NEW CONCRETE FOUNDATION WALL 0 0 z Q TONE PATIO — 225 SF BELOW w cn U --- -- Z w - AL EXISTING LOT COVERAGE(DOES NOT COMPLY 25.6%) 446.q EXTERIOR WALL EXISTING- cry p ' - - ______ CONSTRICTION 2X4 WOOD STUDS @ 16"O,C.W/ Blower���� Z � � ABOVE THERMAL INSULATION U ,_,., -_ -- and ductwork N 0 0 PROPOSED LOT COVERAGE — — — — PROPERTY LINE EXTERIOR WALL NEW/PATCHED- c� r DWELLING U.O.N. 2X4 WOOD STUDS @ 16'o.C.Wi testing, required. O 2161 SF THERMAL INSULATION --------------- SETBACK LINE UPLAND PORTION OF CATWALK 107 SF FRONT STOOP INTERIOR WALL-2X4 OR 6 22 SF 0 W WASTE S?ACK WOOD SSTUSON EACH SIDE& o REAR DECK 480 SF SOBD S. ATTENUATION BLANKET O Must provide Manuals z OUTDOOR SHOWER — — - 20 SF OLD LEADER DRAIN a Q ROPOSED LOT COVERAGE COMPLIES 16%) _ 2970 SFD,J and S as per - -- 0 FD Eo a FLOOR DRAIN NYS Energy Code �5�`c�to A B C,S,v� SET BACKS+MAX DIMENSIONS _ O v VENT STACK co FRONT YARD SETBACK(50') , ROOM NAME CONSTRUCTION PLAN IDE YARD SETBACK-(15') FLOOR FINISH I - SIDE ARD SETBACKS COMBINED-(35') All exterior lightin, (P installed,replaced or -yj. 039161 REAR YARD SET BACK(50) y0 ROOM NAM-E REFLECTED CEILING PLAN CEILING FINISH repaired shall conforms F OF NE`N eel BUILDING HEIGHT-#5') iwt OF STORIES-(21/2 to Cl�.�p172Gf the?e+m Codi T-100 S.U.M.# DISTRICT:1000 SECT10N:86 BLOCK.-2 LOT.-7 R-40 DWEWNG _ LOT SIZE- 17,456 SF(BASED ON UPLAND AREA) ❑BACKS+MAX DIMENSIONS-- ALLOWABLE IMENSIONS_ALLOWABLE BUILDING COVERAGE(20%of lot size) 3491.2 $F FRONT YARD SETBACK(50') 48.V-EXISTING BLDG. FOOTPRINT • EXISi1NG LOT COVERAGE SIDE YARD SETBACK-(15') 175-EXISTING BLDG. FOOTPRINT - DWELLING 2161 SF SIDE YARD SETBACKS COMBINED-(35') 35.9'-EXISTING BLDG,FOOTPRINT a` FRONT STOOP 25 SF REAR YARD SET BACK(50) 66'-EXISTING BLDG. FOOTPRINT a•+ REAR DECK 541 SF BUILDING HEIGHT-#5') 1728" vCD ASPHALT DRIVEWAY 1410 SF #OF STORIES-(21/2) 1 STORY Q o oZ STONE PATIO 225 SF i o¢ TOTAL EXISTING LOT COVERAGE(DOES NOT COMPLY 25.6%) 446.9 SF cc o c --- — .� 04p wo— PROPOSED LOT COVERAGE DWELLING 2161 SF �0 zo U UPLAND PORTION OF CATWALK 107 SF z }o t FRONT STOOP 22 SF U o o N os; OmLU REAR DECK 480 SF oLL� Lu LU ��o ;mow OUTDOOR SHOWER 20 SF Of - - w�> PROPOSED LOT COVERAGE COMPLIES 1696 2970 SF MZ3'40 2 ZONING CALCULATIONS + DIMENSIONS W o 0~ c o- O o o- �r- o- MAIN ROAD PROTECT+SALVAGE TREES / �k PROVIDE CONSTRUCTION FENCE BARRIER / I /. HVAC EQUIP / ON CONC PAD, j GENERATOR - D - N N PA - - - - =_ - - -- - - - - - - - - = - - - - - - - - - - 162'9.2411_ 0 COC ' N86°09`10" E i_ --- - - - __ — ---_— — — — — — — — - -- — — — — — — — — ---- — -- — — — — — — — — — — — — — / m >� - - — --- - — — -- — — — 1 O , `, SILT FENCE+ HAY BALES ; -- ---- ---------- \-----------------------. - --------- - /�- TH- ,- Z18(24)X4?hf1 - 19 m 1 i i NEW RAIL ROAD ❑ -- -�=.:� !'�_ SILT FEN o z I , ; < _RETAINiNG_WALL _�5-� - - - -� -____CE+ HAY ES - r ! _ __. —� ----------- ` - - -BA� - _ JJ 7 I j �"- Iev. 9.2' /�IEW 500 GALLP TANK �; - i ;! ❑ S{ \\ - - 9 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑ _ ❑❑❑ ` , BELOW GRADE HOSE EIB LEADER $ ' I ----- y 48,1' EXISTING BUILDING FOOTPRINT SET BACK $ - o -- �C ❑�❑ ' CD N tJ \ � '1 t 1 , , .I , N I 1 - N - I 1 O I -- I LEA ADER\ - � t7' •o _ W -- M - � m •:;': LEADER 1 Q / I o 0 0 •)=• IV 1=:�N� - :"I<1EW:G I z ❑ I _ 1 0 I D - i E CE: I i � I I 1 z - Q- w i I i 1 I I I , 1 11 , , d I 0 , kms- ❑ 1 i r. STORM WATER CONTAINMENT CONTAI t i I I I DRYWELL <: `: :;: : ❑ ,= , 1 I ( z ❑ - 1 i I _ � I - - - - i I/ j 66_ _ - - o 0 U j t -TING BLDG o l ❑ (" I - - - ®LEADER__ - EXISTING T BACK I ; w Q o I t ll. :� TSE o e .'' \ �—�❑:' ❑ _±_ ISI o- ❑ �� e OOTPRIN 0 00 0 , J> \\ ❑ LEADER ❑ / \ I O I o' $ --------- o ❑ / i rn I e / \ ❑ 1 i ry STONE PATH' w II ❑�❑ 1 1 l N I 18(24)X24 PAVERS e o Cn ,'� Elev, 10.5" 4'WOOD CATWALK ;� RAMP 4'x20'FLOAT \ I ; ' \ 1 II, Iii: k... 3 / , TRUE \ l I --- �' I j \ u i'dl�'Ik'tEI� iII II �� ,' 1 t NORTH STOP PATH ❑-- - ❑I(❑�❑ �❑ I I I , I - - - J❑❑'I❑L._J❑I J❑ i, Elev, 14.0 ' FF C/) 1 I - 18(30)x(30 PAVERS PROTECT+SALVAGE TREES e ; 1 z _ PROVIDE CONSTRUCTION PROTECT SALVAGE BEES �I\ 1 I� -- _I !' 1 m 1 m PROVIDE CONSTRUC ION I , !. FENCE BARRIER e S z , FENCE BARRIER _ 1 I ' \\ I n I m \ \ I 1 1 > \ 1 i \ PROTECT+SALVAGE TREES i I � D \ PROVIDE CONSTRUCTION LEADER � t91q •.�•••° � i , . 1 r— , �, ,� C9 i I I , yy m , H i i Y II z V 1 _ FENCE BARRIER -S----o G :N ,,�l�d�''.,Ial \\ p \6'° i --- PROPOSED % c I 1 4 BEDROOM SYSTEM I - __ ' �/� ' 1 lj C/ \ w 1 __ / \ co J I % O 250 GAL S.T. � i O � — 1 J o- z a - �� i (2) 8X6 DEEP LP ,, \ , _ - - ® LEASER i ��'` , \ m LO Lu -- ----�'----------------- `-- - --_ V- I \ ct O< `Y11 M - v E --_" ----------------------------------------------- - 1 -------- - Elev 113 oQ ----------------------------------------------------- ------ E --- -CONTANMEER- ---------------- 1 _ 1 , NEW ELECTR CAL 1 9 I NT ------------------------=----1 ---- METER I c�~ DRYWELL 1 ---------- -------------- ------ ------- Elev. 11.1' !�z 1 i ---------------- �o ------------ :: W O j a5 z 1 3 cn SILT FENCE+ HAY BALES iv N < iX ------------------- ----------------- -fi o 1 in ARc -- ---- SILT FENCE+ HAY BALES ' o �' S $7.59' - : - ----------- -----------� �G�� N 880,12150 -------------- 1 ------------- , n 03916, O y - \ OF NS eal PROPOSED SITE PLAN S- 100 1 SCALE: 1/8"= 1'0" V L f+ V oS 0scz JY on N }iH zo ,U z y O UY� bow o„ O C[LI REMOVE BULKHEAD �o AND OPENING t75 53w uj Luuj0 c,1 ;z o'r' �o W_o Quern O� II-- ---- --- Il.•. Qz� i I REMOVE EXISTING REMOVE EXISTING Z BASEMENT WINDOW BASEMENT WINDOW +FRAMED OPENING o r I I I 4 I' i i I , I 1 I I I I 1 REMOVE ALL EXISTING INSULATION 0 CDN REMOVE EXISTING WASHER+ ALL UNUSED EQUIPMENT IN THIS AREA w 4._ 0 0 -- REMOVE EXISTING WOOD WORK BENCH ',* REMOVE EXISTING REMOVE EXISTING ELECTRICAL - -- u; - -BASEMENT WINDOW +LIGHTING FROM OLD ROOM N +FRAMED OPENING REMOVE EXISTING MECHANICAL EQUIPMENT o . L REMOVE EXISTING TEMP STRUCTURAL COLUMN -- - =- -- ———- -- REMOVE EXISTING SHEET FLOORING- L.Lj d. I I I i I I I I I I I I I 0 1� __________________________ ----------------------------- _____________________________ I L ---------e © �" p ,I , I Q� I J REMOVE EXISTING STAIR ' I r— Lu o 0 REMOVE FLOOR AND STRUCTURE ABOVE N N OF NEW STAIR OPENING REMOVE EXISTING LIGHTING THROUGHOUT BASEMENT REMOVE EXISTING BASEMENT DOOR TRUE 1 NORTH REMOVE UNUSED WELL ----- --- - REMOVE ALL EXISTING INSULATION-- PLAN -------- EQUIPMENT IN THIS AREA >:". 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EXISTING TIStud OPENING OPENING Face of EXISTING ov I Found.Wall+Stud B77 B J y O I EXISTING 8"CMU WALL TYP, I I I o ' N O I N Face of EXISTING w C Found.Wall+Stud — — _ _ _ NEW BOILER+HW Q SEE VCHANICAL I O DWGS FOR SPECS WINDOW -- -- -- -- -- -- -- -- -- - -- - - - -- -- -- -- -- -- -- - -�p� WELL D- ! 1 A401 J Q NEVJ HVAC CJ� BOILER FLUE-UP ,-- SEE MECHANICAL ,z„ DWGS FOR SPECS `° c� N < I I I i I w o - ---- ------------ - ------ --- --- ---------- ------ - - - b------ ------©- --- ----- - -- -------- --� -- ------ --- -- - - --- - - --- V� I I`- m I O EXISTING GARAGE ON SLAB L � I EXISTING PATCHED+EREPAIRED AS REQ'D N O } - EXISTING BASEMENT ON SLAB NEW BLUE STONE CAP ON WALL - - - - STUCCO+PAINT SIDE WALLS+STAIR 12 RISERS @ 7.9" 11 TREADS @ 9" j -- - - - cco�f�uEs wlrFl2of5 B01 ❑ REPLACE EXISTING DRAIN TRUE IRC 8311.7.5) NORTH PLAN NORTH - I� T -C.5 M -i- CV_ EXISTING 8"CMU WALL TYP. Face of EXISTING v Found.N.c tud a:.-.. S D - - F Face ofEXISTING - O _ INFILL CMU WALL g INFILL CMU WALL Found.Wall+Stud AT EXISTING WINDOW NEW STAIR FOUNDATION WALL+FOOTINGS! --------- -------- AT EXISTING WINDOW �E - OPENING SEE STRUCTURAL DWGS N OPENING z FoceofEXISTING ---------- --- -------- --------- - Found,Wall+Stud T, o z - - -- - - - -- - -- - - W O WALL SECTION WALL SECTIO N SHT A501 SECT 2 w Q 5-- � 8°± SHT A501 SECT 1 8°± z z de Jz o �p L w CV LO L o m I I I I I 0 `'� Face of EXISTING Face of EXISTING Face of EXISTING Found.Wall+Stud Found.Wali+Stud I Found,Wall+Stud 10 �3 4A j 4B OHO o I °' GGA A eK ti`s 2n C) a�ep W Ln ►Q I ll 9TF `v16,� yO�., r E� Seal A A-100 v A400 Lm TG42TF Face of EXISTING Face ofEXISTIFace of EXISTING ce of EXISTING OFound.Wall+Stud Found.Wag+Sfound.NJa!!+Stud und.Wall+Stud J Y Q c L C) cc Oc � O I I I I N }O I o 3 } A500 U I I Joy Omc w Uj Lu t:= t:=C_1 (jaw - NEW SONO-TUBE FOOTINGS ------ --- rL1wo DILU OUBLE UP JOIST+HEAD OFF SEE STRUCTURAL DWGS STRUCTURE FOR HVAC TYP. zo 0 WHERE REQUIRED 31/2 x 12 31/2 x 12 Face of EXISTING W=o Face of EXISTING r o T Found.Wall+Stud c o A Found_wag+stud j' _ --------- - - ------- WALLSECTION - - ------- - --- ------ -- -- --------- � o� O- - - ------- ------- T .;� r z �' 1 SHTA501 SECT3 2 I ---------- I Lau , A A500 1/2x12 n ! 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"u.r,^ I^•:;.'✓ v: - r, s `T,`i / :v; , .�._....',. �,{� ..; ._,.,,..;/' 'Y. \ .r? r�_ti� •;�, ',�/ '.,� •r.^.•.�• ,u. ,'�,', l ,y,..".�, ;\ •� `''� .i/i'`. � t Found Wall O f' PU(ISLAND) B > ;WL / (ISLAND SINK] RE 3TER IN CA BASE !.-- RETI 1 N r DUC UP CD I o N Face of EXISTING ,,, r; O Found Wall+Stud - - -—-—-— —_-_ '," NWB ER+l­ JV '- :;. o S :ME iANIC L 0 RETU I <. o D 'GS R SPE S WINDOW o DUCT IP o H - CAC.3ASEN - A401 2 REGIsI 2I — — - — — 1 <40)1 CAB B ?= o x = X P NTRY N PV(up) D; SINK WI CD - — 4" Z NE HVA — 301LE FLUE- 'P ,- j SEE TECH :!CAL z y3 /2x 18 w DW S FO PECS �oR REGISTER F,. NJASH R t w WL Lu E4TING( )2 X 1 BEAMI `'' EXISTI G(3) X 10 EAM C9 z TWL o '< --- ------- ------ - - -- --- - - - - --- -- - -- - --- JK m ! L WL � o RETU N EXISTING GARAGE ON SLAB o DUC UP N o O - - o OILET o „ EXISTING STAIR WELL N -c WL LL w TO BE PATCHED+REPAIRED AS REQ'D z #' ooR RE '!siER ' o o NEW BLUE STONE CAP ON WALL - - - ; -o - x STUCCO+PAINT SIDE WALLS+STAIR - - - - i o o I 31/2 30 `" x I FLOC.'REGIS I I BO REPLACE EXISTING DRAIN TRUE x 31/2x 2 - - - - - 1 ca `1 I SINK FLOOR _ WL i 3 2; TOI',.ET NORTH W '2x 16 - :, : PLAN EW(2)2X6 NEW(2)2 X 10 F oR RE TER ,NEW(2)2 X 10 , NORTH a0 ��'- �� 112" � -. - , -r -AREA DROPPED X _ N — \^b — --FOR SHOWER-- _ _---- TUB UJLSHOWER 2 X 8 CC5, Face of EXISTING z J . .... 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Inferred Eye TV Box location L TVB -HDMI as Required LE -CAT 5&CAT 6(2 each) 4"-Cable -Power -Inferred Eye Sonos Controller o z Ethernef-2 ports at v Z�J each location L o � o c 0 Siren \ .0 ""jc�o 1HD1 Heat Detector 0 Water Detector AL(AV) Audio/Video Alarm Keypad AL(A) --I Audio Alarm Keypad z o kK z 0 ©p Motion Dector J o 0 © Volume Control o Co w c Recessed Ceiling Speakersuj o Exterior Recessed 01- 'LLj Ceiling Speakers W o SP Bookcase Speaker �, o.a SW'', Sub-Woofer W CD oo' Recessed Wall Speaker 2 z sP Wall Mounted,Speaker Exterior Wall i ESP Mounted Speaker SP Planter Speaker TV I --O Thermostat — Junction Box Duplex Outlet (IF NOTED TO BE SWITCHED-TOP OUTLET) Quad Outlet Ground Fault f GFI Interrupt Outlet ::QWP Exterior Outlet(waterproof) Exterior Recessed w RWP Waterproof Outlet Dedicated Outlet � � _0USB USB Outlet Q Duplex Floor Outlet i —� Gas Connector I Wire Mcld w/Power&Data ]EMMIZOMIr (See Low Voltage For#Of Outlets/Provide Receptacle Every 12') CD NCM SD Smoke/Darbonmonoxide Detector o NEW BOILER+HW SD Smoke Detector Tied Into Fire Alarm o o SEE MECHANICAL DWGS FOR SPECS Lutron Home Works Switch O New Double Pole Switch �s Jamb Switch O � ;{ Recessed Ceiling Fixture NEW Ext SEE MECHANICAL HVAC Ceiling Fixture rior ed W DWGS FOR SPECS Surface Mounted I Ceiling FixtureLU a 1 Pendart Mounted Fixture z ® 0 p Ceiling Fan o J 0 _ Wall Mounted Fixture o p ' _co _D Closet/Millwork Fixture n N i1 C p Picture/art Light v Recessed Linear Ceiling Fixture S� TRUE - - Wall Mounted Fixture NORTH - - - - - EjRWL PLAN - - - - - NORTH UP Recessed Wall Light Elect PL Path Light Pane 0'-0" Ceiling Height Above Floor ® Supply Grille Return Grille Access Panel SS Self Switching Fixture z Q W In Space Fixture Centered V + Z U p Oz rV U SWITLET SWITCH+OUW _J LLJ LOCATIONS DIAGRAM 1 Z cn w 0 z 1 1/2"t TO WIDEST DEVICE ' Z U � LU �Lu CL_ 3 Q KEYPAD,PHONES& DOOR CASING cv THERMOSTAT — F77 — O co o m — — — — SWITCH Q' _ OUTLET--Horizontal-_ _ _ a ' CP (May Occur In Base See ` Elevs) SEE ELEVATIONS FOR GENERA u ENT SOCRC�OR EQUIPMENT ATNS AND SPECIAL O�EIMNG 'II c� GGA A -All Lights Shall Be Or Dimmers-Electrician To Coordinate Dimmer Types W/Proper 'A Loading&Light Fixture �9T o 916 �O -All Smoke/carbon Monoxide Detectors Shall ®F N � Seal Be By Nest A-300 I _ I Wall Phone TV0 ! 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I' Duplex Outlet (IF NOTED TO BE SWITCHED-TOP OUTLET) p ' - --- GENERATOR I ! 1 I a Quad Outlet t ;•; SWITCHED ON CONIC PAD OUTLET i GFI Ground Fault Interrupt Outlet 1 :iQWP Exterior Outlet(waterproof) , I _- Z I Exterior Recessed W ,�' I c ! 1' RWP Water roof Outlet i . . p - ' ir1, I y`y , p I O 0 . ., 1 i - .. 1 Dedicated, ) Gated Outlet ! - - ! -OUSB USB Outlet " - o Dulplex Floor Outlet HVAC EQUIP ;:, GFt i ! Gas Connector ! ON CONC PAD DW / 1 —� WP Wire Mold w/Power&Data (See Low voltage For#Of Outlets/Provide : US I Receptacle Every 12°) ! o 1 KTP - NSD Sm k o 0 o e/Carbonmonoxide Detector cr w a n KITCHEN < Smoke Detector Tied Into Fire Alarm o 0 p X .,,.. \ MASTER BEDROOM ! p l PL : :.:' - _ _ - - Lutlron Home Works Switch ! n _ :, _— DINING �� - _ O _ LIVING I , ! " �iS;' Microwave Elec. 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'_. _ ., _ . .,_. _ ._, , , -, - ., �r��� .....,�..._.�:�... , _� - .a. � _<�: ;w�x �_-._ .�- --- �' - ` _--"--�� -�-�-��-__��,..__. ,. 51/2"EXPOSURE TYP. i - - - t- f' - - •t _. , . , :....._,__... . b .u_ ._ .-._' - _ - w. m __. - _ - s., - ,,..- -.._�...0 n - .vim - -v.-wL.- , I� LEAD COATED CO - -_ _- u _ _ _ _ _ -_<x _ a_ r - __ � T Y r. _r _u a s A Y d _ n..—' -'--:;-:---------1--1 - _ - - _ . .� - - - T z.,� 1 HALF ROUND GUTTERS+ .gin_, a.m .�-.�,:_�,� � - � __ _ _a,.f .� �,,-L,, .-�- __,_ ROUND LEADERS �m-___ ` _.. _e».__ _..__ _, „_m .,. v_._,____ _,. . _ __ _ - V® --- z 1 , __ __-________ = POWDER COATED METAL GUARDRAIL -- � I }o ` . t' } _ -�� _ w WELDED-CLEAN GROUND JOINTS U Y o 1 -- --- -- -'1 i - __ - i I 1 - I I 1 ' I i 1 1 11 J O H ,. 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C A SHINGLE SIDING W e I I `I^ F' I ^1 I LL - ------I --- I . -s' I - -- � _# T `7 r -I - -- - 51/2"EXPOSURETYP, - __:-_ WALL SCONES - _ : - - - - -- P1 I \ -- - rz I-Lc3 _.,_ (DARK SKY COMPLIANT) -- ---- ------ _- -L_<_ 1 _ r:� , - _ �. a f:`j. - t - W �� I _-_ r.- ___,_ T WOOD HANDRAIL ON POWDER o �� r COATED METAL GUARDRAIL W c 01 I ,- �-_-_ — -.___T x .-[�S~ r �- T i- --_L.,--� ' `�'1 - 1 ! 1-,t 1 Li ::=1E FM, - r , . + -; SEE SHEET 400 FOR DETAILS c _ _ 1_ r:- 1 r I_ W o I CEDAR CLAD GARAGE DOOR 1 ? _1 _ T �1 ; I_ yi - � !�� 1_.-_.L_T __1 _ __ w„C _ FI"dl 'r �, la, ___ i� SH LOOK I _ n_1. - - _ _ —. _u t \-- . - - - ` ` _,w, _ ALL EXPOSED EXISTING „ _.-. _."_- ___ -- „-- _ - _ _ L _ - -—_—_ _—_- -- w _. __. - T. I i y FOUNDATION TO BE PARGEDI I _ FivlsH srooP - --- ---------- --- a _,,_- EX STING o --- ---- ------- !I I --------a a F.: +REPAIREDASREQ'D - r 1 I + -------- -j S'uCC�.% ��Aih4T 4;)C��,tAl I.5+ i tl � ^ ' ..__------ �-r� I I i � II �. ,1_. __ Nr;F; ,_AB+S,A!^ _________ I 1 1 I I 1.i _ ______ _. - __ ______.._ A_I_EXPO,,I:D ,X(u.71NG l 1 I I T f Jh' � F F� IA 1.; I”, -4 WITH 0_ •eSION N.� __._.. W=_. .- . �_ r (,)- , 4 i l. R ADS PAR _J R) R - - ;s/;:C''t iJ E, t�.. U I I -4---- -- ---1 --' I I 1--- -- - I I - - _,—.,.----- ------------ -------' - ----- L — ^---� —_-�-,__ _,_�___.__, -----_-----___-__-----__-__� -. _ _ ----_-------- - - ----- I i ---- --------------------------------- -------------- -- -i----- ---- --- --------------------'------ --,------------ V - --j I -__-_'-- .-.--__._- ------- - ` EXISTING--' - - - - -- i 1 --- ----- --- ------------------------- ---- - BASEMENTI.�� JG BASEMEN I 4..._.. ..,. I 4 , , i 11--1------1 2 O U 0 o N O . N Pij --\--- w Q jj C) O FRONT- WEST ELEVATION i SCALE: 14'I POWDER COATED METAL GUARDRAIL ----- ---- _ __ __ _ _ , SECURED TO WOOD DECK+STONE I STOOP/STAIR WELL COPING 1 1/2' 5 j ter' ,I . Face of EXISTING I Face of EXISTING Face of EXISTING Face of EXISTING "' Found.Wall+Stud Found.Wall+Stud Found.Wall+Stud Found.Woll+Stud I Z - .^\- w CUSTOM METAL CHIMNEY SHROUD WALL SECTION I -- - -- - -� O _-` 1 N Q SEE SHEET 401 FOR DETAILS 2 SHT A501 SECT 3 1 N� -_- - n A500 co I \ - o BLUESTONE CHIMNEY CAP A500 A500 10'0" CUSTOM METAL I --�- _ I CHIMNEY SHROUD z �,---\---- 9 clj r _ -...- _.. ..- ,_ r- r=u` BLUESTONE CHIMNEY CAP = m CEDAR SHINGLE -- _ „ _ , . . - , _ ¢ . _ __ __ 1 � ,.- _, - f _ ,_, - - t 51/2 EXPOSURE TYP, - - - I` �ss ni yLL_ :.,.. .._ , I r'^ S Q 4 l I I Q ..., :__ ...1... -til '.. , ,.'l ..; i .'.l 4 < ..i. ,. - r _ _ .,, - - .. - - ,. .. _ 11 -. - -I <'1 - - t ROOF VENT ___ ,A I _ I - '�1 _. _ O : _ I :I,. - ENLARGED GUAR A _.. _-__ -,_ _ . ..., CEDAR NDRAIL DETAIL DAR SHINGLE ROOFING DH ,.,._. -.r,,.. .,l- - f 1-1 I ` .. N ` - 1 51 2"EXPOSURE TYP, SCALE;3= 1 0 r _ - �< - - L r- --, -- CEDAR SHINGLE ROOFING - . -r _ - _I ,., -_ „. - . ,_. . 1- , _ _ _ _ _ - 51 2 EXPOSURE TYP. _,. . ; l ,. -. _ �1 -- - _ _ _.. -- - LEAD COATED COPPER _.._-,_�_ ..� _ �- .I-, . . "". ; w=.r_. _<. .._ ..• r _, __ iT :TEE E-- . . .T. I, , 1 - �� _ J_ ��_r _ L LEAD COATED COPPER , r. _ HALF ROUND GUTTERS ;. . : <,:. _: �._,:- - -, ,:_,. ,,_. _,.: _.„,,,.",., .. r_ _,, ,.. -M_, ._._», _,. -- -- - -ri �� 0 HALF-ROUND GUTTERS+ n_ I ROUND LEADERS �`"` ' I I i 1' 1' ! 1 � ROUND LEADERS I --: _ _T - - T� - I r .1- --r - -= - -' - 1__ I 77 — IY'-'T'L"'---i`r-'- . .—__- 1 -____- �^ ��� -I-- - --1 ._�_.... 1 I �' ."'r_T-_ I ' I ii - __._.__�-r..._.�i-i_....- -r---�-�� -r' I I I 1 1 _ - -.. i - WALLSCONCES ,. - --- ` '._' .�_.. 1.,. , - II-� - - - - - , - _± ------ - -- i -_ 1 -_. 0 1 _ , -�I - -�- (DARK SKY COMPLIANT) L __ a _ I _ ALI T _ -a_ _ W i,, -�...- _L�: CEDAR SHINGLE SIDING CEDAR SHINGLE SIDING - 1 51/2"EXPOSURE TYP. 51/2"EXPOSURE TYP. - - _ -��- - , 1 _l - - 1 - -- - 111 _ -- I I_ 107 - 108G , / m T- 1 I I L/j/ 1 -i_. I J� L� WOOD HANDRAIL ON POWDER Y - I i--I w COATED METAL GUARDRAIL ---- -- ' - --- -- - I! - - - T4 -- ; SEE:SHEET 00 FOR DETAILS ( I I , -_ - .- -- I - -- �-- ? -�- I I' _. .. . _ CEDAR OUTDOOR SHOWER z —_ Elev.0'-0" 14_ � L -l�l_I —_—_—__ q+;NIS'-I FLOOR I �I ENCLOSURE W w 1 ; -------- -- - - - :I_ - _ I I I - - -—-—-—-—-—-—-—-—-—-—-—-—-—- I 'IL - - - - Elev,0'-4" �� *_. _!.. _ -_�_,_ -_ -;� -,-,---L--rr .L. =i --1 4 _ ------------------------- --—-—-—-—4' __ _ I 1•:-.,_ _IT I 1 I- � � "- - ALL EXPOSED EXISTING FINISH DECKli �. i e,�. _ L ; -Tl �_ l.- -- - - - -- -1 I _, t_ W Q j j � � I �H 1, �1�I� -iH1fil U �] I -I--I -- - -- I- III I ti FOUNDATION TO BE PARGED Q 0 z Q , � i��,1-H � � . Q I I Ea / _ I I I , I )I I I I ------- _ I ,-------- I }, I 1 � I I I I I I I - 3 I 1 I � 4 I I I J EXiSi?NG,STA!: Y;'EL! _ _..-_ I ; I � ; I t I ; ' w 0Lu TOE,-P,�TCI,ED+REPAIRED AS E^'D -- - ---- a j I I I : I I I � I I Z U t= STU,- O+PALUE IN1Ct.POF '�^,+S, 1 I I I I i . � I 1 -------- ------------------+---- ---------- --------- LOQ- _ i 1 I r-1 i -L -.L,---, -i- _ I I STUCCO!-FAi@di S'.'�E';ru'r'sLLS+STA ( � ; -----�- � ;I 1 1 I I I I I I t 11 11 I I � � W � w I I I + t-------- ' Ii I I I II I I I I L_ _J f_ -, '-_, �__._ _ `� _ --------- ------------------ --- ------------------ N X P S%F` ,`,� --------; - J ' -r- O co w ALL EX O . ,EXI., !I ,, _._ _,. ._.,_.-__ -+-------_ _--'-r_--t_ ! I I I , I FOUNDAT!OP,;TO BE PARGE"" -- ------ , I I I I I t I i " Elev, �' 11" ± ------- _.__.-_-__-----_._.-_.___-',-_-�--_ __.,__�---1-------1----------- _-___-_____-.-__.__.-_ -- --:_,_--—_-_-,_____.,--_,___-._-_ - -,-_._.___.__._ -_._.- _- ._-_ _---- -_ . ' 1 I EXISTINGBASEiv1ENTFL00R ---------- ----------------------- ---------------------------------------------------�_ _ , L1 1 I I 0 --- ------r I I I W_ I If l ---, N Z O CJ) cn Q .�i�V-- RSC' r , I I (IN _ �'L ATF 0 9 6� y0 OF NES Seal 2 REAR- EAST ELEVATION A-400 SCALE: 1/4"= 1'0" �E) �D) TF Face Of Existing Face Of Existing ce Of Existing Face Of Existing Found.Wall+Stud Found.Wal!+Stud ound.Wall+Stud Found,Wal!+Stud , CUSTOM METAL CHIMNEY SHROUD _ _ 5'-0°±VIF � SEE SHEET 401-FOR DETAILS i ? r L BLUESTONE CHIMNEY CAP CEDAR SHINGLE CHIMNEY b g ^_ 51/2"EXPOSURE TYP, 4 a•+ r� CEDAR SHINGLE ROOFING2 1 „ 5 / EXPOSURE TYP. o- ROOF VENT _ - m _ _ . q- CEDAR SHINGLE ROOFING Ij T- r A 51/2”EXPOSURE TYP, f i _ � �1 SL01 SL02 SKYLIGHTS _ �_ __ - LEAD COATED COPPER \ - - - - - ^o HALF ROUND GUTTERS+ J N z v LEAD COATED COPPER _ - HALF-ROUND GUTTERS+ ROUND LEADERS _ i - �- �, 1 l 1!r_ - - - - - - -- -off �— �— — -- - -- - — , �w —-- - - — r .�. WALL,.CONCES WALL SCONCES � - - D SKY„Y _o COMPLIAN (DARK SKY COMPLIANT) 104 tom. b -0 Q cin w , -' c CEDAR SHINGLE SIDING _ - -�-`� r` 51/2"EXPOSURE TYP, -' — _._- 105 �I 106 i.. 6 W u T __._. j WOOD HANDRAIL ON POWDER - --- - T ? WOOD HANDRAIL ON POWDER 31 4" �, COATED METAL.GUARDRAIL T � � I , i l I I I yT � T ` COATED METAL GUARDRAIL / CD 0 SEE SHEET 400-FOR DETAILS � T` - LL - _ ____._ 'r c SEE SHEET 4CC FOR DETAILS / - W t _' - I o - - r CUSTOM METAL POWDER COATED CHIMNEY SHROUD -- CD z 0, Elev.0-0" --- - - -- - - -- --- -- -- _ -—-—-—�ELev.FLOOR STOOP -------------------- BLUESTONE CAP +DEC( - --------------- L�L-a I if if '011THAt S `EP a ,c TONPAVING+ i i I 1 ' � ' :'' 602 IRRF ,DS-f'r,RGLD RISERS - L _ _ ALEXPOS7D EX; TLNG ------- - --------- - _----- --------- J- - .--..---------�----'- , I Elev. 7' 11" + +! , I y-rr ---_� =1� l " ESTINSEtv1F1F -- ..- ___i--„ - ---- ---- --- � , --------- ----- ------------------- I _" I -__<_=.=$s®= i_ __t.— E-�a i I I ! ---- - - - - ---- =�-z - l E�;STINGSTF"',LR1�J' L --- --------------------------� OuF%J','Cf? )+P'EPF,"'FDASREO'D l c I "v NEE",t BLUE-ST01`4F CAP ON V A STUCCO+PAINT SIDE 4'JALLS+S ^",12 ; z I LU U j j 0 N O N w r\ F- Q SIDE- SOUTH ELEVATION 3 ENLARGED METAL CHIMNEY SHROUD DTL" SCALE: 1/4"= 1'0` SCALE: IA= 1'0" A B Face Of Existing Face Of Existing Face Of Existing Face Of Existing Face Of Existing Found.Wall+Stud found.Wal'+Stud Found.Wal!+Stud Found,Wc"+Stud I Found.Wcl'+Stud I Z CUSTOM METAL — `U CHIMNEYSHROUD SEE SHEET 401-FOR DETAILS --� W 0 � l 'l i [ a BLUESTONE CHIMNEY CAP r_-=. - -!--;' _I_ L ' .1 - I CEDAR SHINGLE ROOFING p 5 / EXPOSURE TYP, _T — o / _ s — CEDAR SHINGLE CHIMNEY - 51 2"EXPOSURE TYP. T i _ t7= _- - SKYLIGHT - r 1, I_.:.. CEDAR SHINGLE ROOFINGu � l L LEAD COATED COPPER 51/2"EXPOSURE TYP. - -- - - 1_ L L t. LLT _T - - HALF ROUND GUTTERS+ ROUND LEADERS LEAD COATED COPPER 'j. _ _LL -� --HALF-ROUND GUTTERS+ ROUND LEADERS � ( ARK SWKYACLLOSMCPOLNIACES) CEDAR SHINGLE SIDING _1 0 0 DER L —�_ _— _ I I w 51/2"EXPOSURE TYP. 1 .- ,� -'� CEDAR OUTDOOR SHOWER — - -' ENCLOSURE �-L-�-T ` -'-�--I ��-`-�����-�-- �T-- ' �---'-- ! I _ ' � ' I -,- , - i \ SEE SHEET 400-FOR DETAILS � 17 -—-—- FFININISSHH STF 000�0 --- -—----- --- --� --- --_ _ i l — W w .. . - u ZZ- t Elev0'-4" C/)+DECNEW SLAB+STAIR W Q>_Tr WITH BLUESTONE PAVING+ 0ON CONC,PAD TREADSPARGED RISERS i W ------ - - ---------- ------ -------------------------- - -- cn U HVAC EQUIP ON CC ,!C,PnD uJ-I z ax w Z �0 0 LO LU g - --- ----------------------------- ------- a w ES --- -----.-------- ' ' --- t , dr CN U.J -- .-- _�_. _.----:ALLFXPOSDXIPc,) tiFr'iM1')AT� 1TO � P {G: O i-------- - Z Elev, I ---- ----------------------------------- ,---------------------------------------- r) LU t--- 0 a C,0 U Q �.,-ON A & y�t� 03 1 OF NES Seal SIDE- NORTH ELEVATION A-401 2 SCALE: 1/4"= 1'0" - - - . - - B _ - C D B D FACE OF EXISTING FACE OF EXISTING ' FACE OF EXISTING FACE OF EXISTING FACE OF EXISTING v FOUND.WALL+STUD - �- FOUND,WALL+STUD FOUND,WALL+STUD FOUND,WALL+STUD FOUND.WALL+STUD I I i. 1 I I _ , I Q- -- ---- ROOF CONSTRUCTION ASS�R�3LY ---- -- - ----- - ---- ---- . ---- - --- - - ---- ROOF CONSTRUCTION ASSEM'tLY CEDAR SHINGLE ROOF(16") CEDAR SHINGLE ROOF(16") I OVER VENT GRID DRAINAGE PLANE ; I i OVER VENT GRID DRAINAGE PLANE I ' ow OVER ROOFING PAPER I I I OVER ROOFING PAPER V OVER 5/8 PLYWOOD SHEATHING I OVER 5/8 PLYWOOD SHEATHING I 0 og OVER EXISTING 2X6 ROOF RAFTER-SISTERED W/NEW 2X10'S I I OVER EXISTING 2X6 ROOF RAFTER-SISTERED W/NEW 2X10'$ r. �F"+ Q WITH R51 CLOSED CELL SPRAY FOAM INSUL, ' �' ! I WITH R51 CLOSED CELL SPRAY FOAM INSUL, I I CL 0 - I (R6 PER INCH-MIN 8.5") 1 _ I (R6 PER INCH-MIN 8.5") v z 8 - I I I L LN O Q - tr= - -, - - I------ - -I - - - I- -- - yy . .. ------ %i%.% c A .Q LoO -_ NEW2x10 CROSS TIES - t NEW CROSS TIES - ' - -- - -- - ----- -- - - -------------- I -- --- i � I I I ..11 1. I I. I_- --._ �- I I - - I I .- ..r z0 _ U ` 'A I Z 4 Ar ',Ih I U�o __11 I , \ I I -�O F- n --- -- ------------- ----------- -------------------------------- I --- -___-- -.-I,' ,,.,�'':I'r'-\ __-_--__--___- - -- „ -- - -------------------- - - A-a..c, ------------------------ -----------'-----A- ------------ --- --1-- - Oma _ __ _ _ + _ _ 1 F EI v 1 1 2 _ —_—_—_—_—._—_ _ SII ; -1-------_----_. I ' �_____________________ ----` _____-.. ___-___�_______ __ __-___11._._ f4 TOP OF EXIST,PLATE T------- _I (--- --------+--- - I JI - - -- - _ } TOP OF EXIST,PLATE I _ -----.- - — 1`—- ------- _ I NEW HEADER I ~� SEE STRUCTURAL DWGS. -\-- --;----- { - -- - - - -- -- - o -- SEE STRUCTURAL DWGS, -�-- ____ I - I '� i-- I I !_ 1 1 11 I _ -- --- D - _ I {,, !I', III 'I 1-. _ i —'�---- -- -- - -!- - - - '- -- -- -- -- — _ -' , I _ _ _I � - �clii 9 i�;1 -, - _I1 I '� i 11 ! .- .' I I 1I � i '11 / 'I� I!11 o , 'I'� - -t— -- - - - ---I ��0 1, oj, - -L - ---- - ----- - I 1: i - - _ — - - '�, I ,: I 1 _ - -. - .I: .- - --'--- , --- " 11,I ( I '; i' '11' - --- - ------ --- - CV '"'''",k-p• WOOD HANDRAIL ON POWDER 1 1' DECORATIVE CROSS TIES I - - 1 _ DECORATIVE CROSS TIES - --- -11- / _ r Q o {'' I :I' I ! I I I' '!I p I 1 I!1 1i I' - o _ . I= -- - - I_- 103 Do COATED METAL GUARDRAIL I !; I " ,'; ! I ; ; - - - _--- ----- z SEE SHEET 401-FOR DETAILS 1 I h_-a I - I �J WOGD HANDRAIL ON POWDER I 1 I - o - -.- - N �Io los ! ! 'I'' '' F0101 loo � !' _ _ - - [ I I11 ,.,1 l 7 ' _' ------ ;! - y 1 i - - - _- _ I r ! I I I'' SEE OSHEDET 401AF UDEDR SIL f 1�_ � - I I -- c i I� I I o� OR' c I , i'1 T---- -- - - - - -- i' Ar+ r I +� , - I B - - _ E Il W TAI ; IL I NE SL S R I I I I , I __' I I N ;I WITH BLUESTONE PAVING+ I _ I - - _- -- - - ; 1) -r-- I t- � I ._1� _ _-_ ! TREADS STUCCO RISERES ( IIT I) O0 f- = M�SIAC - - I NILE FL00 - - __ ----- I ! I I ! ", �____ I -- 11 _.___OVER MUDSET SLOPED TO.. - f I 1 ,. I I I':! 11.I 1 I. II l _� - - - - Nlcq - - --- _ zo I I 111 I I j I I \ I I _-II I \ '" - I 1 J-1 1 r "; j - -- - - -- - - I I!:1 1 11 I -' i I --- I --_., - -- 1 --- -- ! I I LI R DRAIN- { ,.1 I I > - - - _54X6WOOD I T.] r I - - - -fir -- �_� -- , I' - --- -DECKING _ :1 I I r -1 _ .,. III 'f- ;1 5 4 x 6 WOOD DECKING -- I - I I; _ I -- I -_ __ I -- --' EIev.0'-Or, �^ 11 :I I !I ! - I EIev.0,-011 I - - -- = -_ _ -- I : _--_ LL FINISH FLOOR i . . - - - ----- �`FINISHFLOOR --- -- - LL - - --------- -- - - -- R�r ___L___ — r- 1 I I ( I 1 11 - I 'I —I� I �I� I -t 'r I 1 1 (~— I� i 1' -(� 1 N- I 'l. a n'I 1 / 1 I I i 1� (' I i(. I' I( 1 �I 1 I' 1 ! _ I I .r I r � I I I II I I I , i ( I 1 1: 1 I I, �r 1 I 1 i I i' 1 I I it II ' 1 I' I(i 1 i 1 1. 1'' 1 )'\ I' I' C� �' l 1, I,1_ 7 I 1 1 "'1 I. i'I I, 1 1 1 11 1 ,! 1 I I' �, 1 ) 1 , 1 I 1 1 1 t I I' � rl 1 1 1 1 1 !' I; li I I I I' '� ;� .I � I I'i I ( 11 I Ir I II 1.1 i I, 1 1 1 1 I I 'i I I 1 1 1 1 1 1 1 '1; 1 1 '� I I 11 `� � 1 1 1 � I I I, 1 t 1 1 1 . .I 1: "I I 1 � 1� � 11 I I l ,I < I l l'� �� 11 I I 1. 1 I' 1 , �� 1 .� 11 ^,�� �O��l� (1 '�(1'� � 1( ��, �< <, l 1�,� 1 7� � > > � 1 I 1 I 1�' :I 1 11' 1 I 1 II'1� I 11 `t ,( ; '� J .'J ; I I'II ''�li 'l : 11 11 lI' I' ;I I' 11 'I' 1, 11 ,1 11 %II II I, '11I '1 (' %I 1 I' 1 t - // i I II !( 11 I 1 I, li I I 1' r I d fi !< II I it II v' !i I',I 1! 1 r Ij Ir ,1 I ,:1 I J 1' v ,I II .I'' 1• v 1„' I1;' 11 '.i I. III 1 I ' II 11' I1 1 I I Elev,_0'-4” _ / i r 1. - EXISTING(3)2 X 10 BEAM e _ EI2V, 0"-4" - / ` -.- _ -- NEW LEDGER-BOLT�O CONC' FILLED : 1 - NEW LEDGER-BOLTED TO CONC,FILLED EXISTING(3)2 X 10 BEAM FINI,H BECK I EXISTING CMU BLOCKS F d1sH DECK L i �- ;- EXISTING CMU BLOCKS -' SEE STRUCTURAL DWGS ______ FLOOR ASSEMBLY _ _-_-_ _ _ _ ----- - - SEE STRUCTURAL DWGS I FLOOR ASSEMELY --- p, i .�' - --- ------ ---------- -- 3/4"WOOD FLOOR - 1 __- L--: 1 - - - ---�T_ -' I _ - - --- - '`- ' - - - t.. 3/4"WOOD FLOOR - PRESSURE TREATED D CK OVER 1/2 EXISTING PLYWOOD FLOOR � _- PRESSURE TREATED DECK a� _ T- x I 1"I M.':' FRAMING SEE STRUCTURAL OVER 1/2"EXISTING PLYWOOD FLOOR FRAMING SEE STRUCTURAL (PATCH AS REQ D) - DROPPED STRUCTURE @SHOWER - I NEW CONC FOUNDATION WALL �° COMPACTED FILL DWGS (PATCH AS REQ'D) DWGS OVER EXISTING 2X10 FLOOR STRUCTURE " ?: , SEE STRUCTURAL DRAWINGS z _ SEE STRUCTURAL DWGS SEE STRUCTURAL DWGS _:___ - I '" _ OVER EXISTIN 2X10 FLOOR STRUCTURE : W/R30 CAVITY BATT INSULATION ;^ - TI 1 -` / 30 CAVITY BATT INSULATION SEE STRUCTU2AL DWGS 1 1 _ NEW SC)IN -TUBE FOOTINGS W R I I O .° " o SEE STRUCTURAL DWGS : -: ;. - _ 1 - ' 4 a EXISTING COLUMN - - EXISTING COLUMN l • - - ° - . II , 11 :a 1. -. r 1 r , J T T - - -- -'1 --- - EXISTING 8 CMU FOUNDATION WALL - " - . --- --- --- --- - - - ------- - - - - �__ `. -- - -- - - -> : _ - I I - --- EXISTING S CMU FOUNDATION WALL---- -- ----------- - 1 NEW SONO TUB'.FOOTINGS 1 I I SEE STRUCTURAL DWGS - : " -- - -- --- -- - - ------- -- I 1 ' -- - �- - - -- - L --4 --'- 1 � ----- ---- ---- - - - --_T , T ,_ I __ X� �, . EXISTING CONC FOOTINGS T , ,- - NEW SONO TUBES ONFOOTINGS----- i-- I _I -- - - ___- XI TING N I ---- ------ _- - 1 NEW SONO TUBEa ON FOOTINGS._. -1 <',• 1 EXISTING C FOOTINGS NGS i 1 - SEESTRUCTURAL DWGS - CTURAL DWGS --- I SEE STRU ' "� i a EXISTING CONC SLAB I EXISTING CONIC SLAB I EIev, 7'-11" ±± �� T� - ll - - - - - �__i_ - --- T , , . O EXISTING BASEMENT FLOOR o a ° ° ° a - EXISTIN A FLOOR —r — ° a i ° ° G B SEMENT , ° ° ° ° ° ° ° . < ° . e . ° < ° _—] , f a O 1 < • --I- - - '- I - - - I� TT 1- - --T - _ 1 , - - - 1 . - . . . . . . . - - - - - - -- - - - 1 - - - - .. - - -- I - r - ° ° 1T {-" r 1 � I - I- 1 I 1 Q I � • '• _ I - i- 'r i 1 O O I ] I I I I I - I , i I —I I "1 Is I - -- _- ° I I , II IAF I . • ° i I -- - - -i- _ -- ._:_ 1 _,_ - - - - - - - - -- 1 - ' - - - _r - - - _ - T. - -- - - I �� T : - NEW CONIC FOOTINGS - - - I I 1 I r , I I -�� I I { � f EE STRUCTURAL R i S S UC U AL DWGS I I� 11 111 I I 'I I I - I 1 I I 1 I _ , � r I I 11 1 I { I - 1 -- 1 I I 1 11 1 I 1 I 1 1 BUILDING SECTION BUILDING SECTION 1 SCALE:3/8"= 1'0" 2 SCALE:3/8"= 1'0" EXISTING I --------------- ------------- --------------------------------- -- ------ ---------_-- I -- -_. .— ROOF CONSIRUCIION ASSEMVLY 2- CEDAR SHINGLE ROOF 06") z D fFACE ---.1 1 A OVER VENT GRID DRAINAGE PLANE - OVER ROOFING PAPER Q FACE OF EXIS?LNG OF EXISTING I_ - -1 _! ., FACE OF EXISTIN OVER 5/8 PLYWOOD SHEATHING o- + ! w FOUND,WALL STUD OLND,U,ALL+STUD r FOUND,WALL+STUD . ' - -- --- - - - -[--- -- _ ,. ._. -. - _ - 1 OVER EXISTING 2X10 ROOF RAFTER o ROOFCON31RUCEONASSEMBLY -----I--------- -- — --------- - - ___I_- .-_f I_, _1 _. _l_ 1 I UL. WITH R30 CLOSED CELL SPRAY FOAM NS R6 PER INCH-MIN 5") o - z_ CEDAR SHINGLE ROOF(16") OV OVER VENT GRID DRAINAGE PLANE I'llr I.':. OVER PTD, 1X6 SHIPLAP WOOD CEILING , U OVER ROOFING PAPER .11N : ::N ' OVER 5J8 PLYWOOD SHEATHING I _,.. 7 - =) -_ .-. „_..., --_.-__-_,,.._.-_,__..._.--._..__. ..- .... ._,_, ..- _.. ........... _---._-___.____.____._....._--- O° 0 OVER EXISTING 2X6 ROOF RAFTER •' - 11 --- _--.•.-..._.j____,____.--_.____.__-._--_._.,,_ _____._,__ _ _ . -_-_ O WITH R30 CLOSED CELL SPRAY FOAM INSUL, I � z (Rb PER INCH MIN 5") f --_...__.___N ._ _y �.._----------._.--...___. . I _Y.. : � - --- -- _---_ -- o ,-- _ �'I = O -- - WAIL ASSEM'1LY - . . ---_-- _- -_ ._ - -. - .. . . . .. ----., ; --- -------'--_..--------,---- - - R-21 BATT INSULATION -- -- -'- • °'. ;' ---- - --- -- - - - - - ------ - ---- --- -------------- ---- - --- ' _ 16"CEDAR SHINGLES W/51/2"EXPOSURE IN EXISTING CEILING RAFTER CAVITY 1 ___-._.___.__.____-_..___.___.� 4 ---_�---------.__, I... ._......._ ._ ._. _.-._ ... _­_. .__-.._ OVER 114"DRAINAGE PLANE TRUE BLUESKIN HOUSE WRAP I -- - -�-- V------- - I 1 -�� - OVER 5/8"PLYWOOD SHEATHING NORTH I, '' 111 I I I 1 1 I� : � ,,�, , ,,I ;, II , , , ,, I, : ', I, , I ��„�� , 1 1 I I r 1 1 I : - -- _�- r-_.-._._._..,.. __._ _ I -- OVER 2X4 EXISTING WALL CONSTRUCTION - 1 I 1 1" U 11 1 + 1 I 11 1 Irll i 1 v 1,1I; l l I I 11.1 1111 I 1111 11 ! 1 I•! I - - --- ' LL - - - Elev,8_112=-—_---—_—.�.�- nlln 111,11 :III,111.II I I l 11 111 I:I :, ,Ihl JI :Ih Ili I I 11, I. !,!ILII IN,1111,Ih111111 1(I II 11IIV11 1 t11,:l it 1.,I„II t u1,,1 II l 1111111 J 11 nl h 111.VI11f tl it:u u1111111 t 1 II 1 , 11 1111111111111,11 l I I, I IlV1,h1,:11, 11111 .„ --- - __—_—_—WITH R2 L 3ED_CELL_SPRAY_FOAM INSUL, TOP OF EXIST.PLATE Ir � - ; -- -_ - - . . — — - -- ! - - __ 1__ (Rb PER INCH MIN 3,5") PLAN , r NEW STRUCTURAL I I OVER 1/2"GYP,WALL BD, NORTH I — I - I I HEADER - - �I C __ i . '- . ; - I SEE STRUCTURAL I rT-- - fr � 1 DINGS I EXISTING(2)2X8 - ' CLAD COLLA(TIES WALL ASSEMBLY -;�..-_ 1_l- L � t I I � 16 CEDAR SHINGLES W/51/2 EXPOSURE II J -" 1 I OVER 1 4"DRAINAGE PLANE I _. I 1 1 1 I I I 111 BLUESKIN HOUSE WRAP D111 D112 { i FO 03 - I 1- I i - I �_-I I -h I ' I ' r 1 I L - -r-1- - - I r, ! I : r -, I I I OVER 5/8' PLYWOOD SHEATHING I I OVER 2X4 EXISTING WALL CONSTRUCTION I ! -----T-- -- Ej ! 1 ! I - I , WITH R21 CLOSED CELL SPRAY FOAM INSUL, �_ _ , F - NEW 2 X 6 LOOK J01$T$ ° I i I I I O0 y:;., - i 0 r < j. _rs,,. (Rb PER INCH-MIN 3.5') 1 L ' @ CLOSET - I - -- 1l w OVER 1 2"GYP,WALL BD. ' I� U / 111 1 1 I .. ' I I Z o III ,i_ '_----� I i LLI Q - cn Z I I _ ' — — O . -- ---- __- -- - �--- - _ II Oz 11 .i 1._, '- - i - - -' ;I - r - - - I' - - -- FLOOR ASSEMBLY F= IL � cn U r. ' � - ;g E �_:. ___w..-_-__.. '. ,. ,...�._I 3 4'WOOD FLOOR J- w If . EIev,0'-0 _µ IIll _ --_ -- I I --— OVER 1/2"EXISTING PLYWOOD FLOOR w 0 (1)FINIsiFLOOR---------F _ ------- ---- ------(PATCHASREQ'D) C9 1% 1 i' ''1 i 1 1' !i I , 1 i I I 1' I l 1 1'. 11 I 1 n 1 .1 � 1 i 1'•, �'�� I� 1 I I ' ''1 1 I 1 �1 i u� 1 e � �1 1 11 r 1 ' i'' �1 ;t ' ''1 :I�'� I ! 11 I'1 ,� ,t 1,1 l 1 1 /'' 1' 1 1 '1 I I 1. I 1 1 1 '1 1 '! 1 1 I, '' i I I 1 i 1 1 1 li d 4 d.' ;11,11 1 1''! it Z I I M / I,I 1,;11 1',1111 I l�'.: 1!' 111 ( , (,I 11 ,11 ,I' �', OVER EXISTING 2X10 FLOOR STRUCTURE U i 1 ,I 1� II II 'II 'I: 11 ,( 1 r �,I li )I i 1; ;l q :I 11 .I 1. !� '� 11 'I; 'i, 11 !' II II I 1, 11 11 (1 r, A ,I I A 11'(1,. 1 .l �,+',,ll 11 ,I f r I ( 1' I 1 1,1 r ' I d I, I / I, _. _ _ _- __ , '_' I 1 _ _ I_ _. _ ..I'_ _ _ J 30 CAVITY BATT INSULATION -3 C) 1, WR 4 w I i J - i. :, / 1 - - EXISTING(3)2 X 10 BEAM CN O WOOD 1 1/2"DIA WOOD1­1 HARDRAIL ON BLACK METAL I I --�--- � � � � BRACKETS - z I = Q I I !_j_ 1 - / I -' 1 - J ', ^ 1 .,. 1 SII I� _.r_- - j i -: 1 ----__ -1 - -- 0 -- -I - .- - - ~_ O 1 '- -I - - -- .,' -- - I - -- - NEW WOOD STA °' F IR '- - -- - : - --- -- - - ---- - - EXISTING COLUMN - - I a z 12 PTD,RIS_RS @ 79 c Q 11 WOOD TREADS @ 9" 1 00 A I I - ---- -- ( S WITH 2015 - - i , --- - -- - - ------ -- - % L. - 1 - T ED A (COMPLIES EXISTING 8"CMU FOUNDATION WALL ,��R Rc IRC 8311 J,5 . AA ti G �, I 1 1 1 1 I r G I ° < 1 1' EXISTING CONCSLAB -- - - -- -- �_ - 1 . - % _� 1 1 _ 1 I �V �� '2 C� 11 w I .. I - 1 - - , I 1 - , - - - EIev,-7'-11 __ _ , EXISTING BASEMENT FLOOR - o ° ° , . < ° < ° ° ° ° ° _ ° u ° ° , ° . .. < ,, < ° . I I _ �" - I 1 1 I i - - - - - _ -- - L , i I'll '- - - !�` _ 1---- -- ' -- — - -t-----,--- .__­_­-- --­- N . - - - - - - --- - T - - - - - -- - - - -- - .,. t T - ' T 0 1 I 3 6 1 : I I i 1 T I' I 9 9 1 O - , I I 1 - I 1 I 1 {:. - 1 ' F 1 , - -- -=y- -- _. - 1 1 I - - I - - --- - - OF E`N I r N Seal r 1 1 1 L I i 1 1 - I I I I ' 1 : 1 i , : 1 II I ' ' I ' I _ - - - 1 I - - - - ' 1 I - - --- -- I ` 1 - - - - - -F- - _-: - - - - - -- - - �1 - - -r r - - I 1 r 11N A- 500 I ! L B ILDIN SECTIO U G 3 11 SCALE:3/8"= 1'0 C.5 (�) g • FACE OF EXISTING FACE OF EXISTING I FACE OF EXISTING FOUND.WALL+STUD i 1 FOUND.WALL+STUD 1 FOUND.WALL+STUD FACE OFEXISTING FOUND.WALL+STUD 1 O. 1 1 y= ' I r dog C Y v Z< -_-.---------------J—- - -- -----k--------------- I --— -- - - - --- I L O t _— ROOF CONSiRUCT10N ASSEMBLY ---- -----t---- ---------------'ROOF CONSTRUCTION ASSEMBLY ROOF CONStRUCT1ON ASSEM3LY -- - _ ___ _____ _ ___ __ ____ _ Cc o - -------------------- CEDAR SHINGLE ROOF(16") 1 CEDAR SHINGLE ROOF(16") CEDAR SHINGLE ROOF(16") III Lo.Lo. OVER VENT GRID DRAINAGE PLANE OVER VENT GRID DRAINAGE PLANE OVER VENT GRID DRAINAGE PLANE OVER ROOFING PAPER OVER ROOFING PAPER OVER ROOFING PAPER OVER 5/8 PLYWOOD SHEATHING OVER 5/8 PLYWOOD SHEATHING OVER 5/8 PLYWOOD SHEATHING I OVER EXISTING 2X6 ROOF RAFTER-SISTERED W/NEW 2X10'S OVER EXISTING 2X6 ROOF RAFTER-SISTERED W/NEW 2X10'S OVER EXISTING 2X6 ROOF RAFTER SISTERED W/NEW 2X10'S N I , WITH R51 CLOSED CELL SPRAY FOAM INSUL, , WITH R51 CLOSED CELL SPRAY FOAM INSUL, WITH R51 CLOSED CELL SPRAY FOAM INSUL, I -2F (R6 PER INCH-MIN 8,511) (Rb PER INCH-MIN 8.511) (Rb PER INCH-MIN 8,5") 1 z o z . .. U J Y -d O c-- 1 I I C�Ld m C W W W f- ,�`` �N u 51/12"SHINGLE EXPOSURE TYP, ---- 51/12"SHNGLE EXPOSURE TYP. 51/12"SHINGLE EXPOSURE TYP, -- - - ------------ it wCa> t I �-------- I- ----- - ----_ ____----- I ---- -- -------- - -- -- ---- - -- - --- --- T. W c OO I'I �C�w/co z 5 / EAVE BOARD - - '-o . . . 3/4'x 1 2" - - T W r. _ , . '; , . 2 __�o --- - - -3/4"x 51/2"EAVE BOARD I =r- - - 3/4,x 51/2"EAVE BOARD - - - --- FLASHING AS REQ'D - --FLASHING A�REQ'D 1 — FLASHING ASREQ'D ----- --- - -- - -- --------------------1 WOOD CEILING " " v __ --------------- PTD, 1X6 SHIPLA I __ --I--- — _ _ _ Elev,8 1 1/2 ±.-—- _______ _____ Elev,8 - 1 1/2 ±—-—- ----—- Elev. 8 -�2 t _— - --- _____ ------------- TOP OF EXIST.PLATE - - ---- LEAD COAT®COPPEI2 - TOP OF EXIST.PLATE TOP OF EXIST.PLATE LEAD COATED COPPER - _ ------- -HALFOU DGUTERS&ROUND LEADERS — - ---------- --------- - ---------- I - HALF ROUND i 1 GUTTERS&ROUND LEADERS - - - ---_----_ -- --- . -' _..._. i - STRUCTURAL — NATURAL WOOD CROSS TI '�' ` _STRUCTURAL HEADER 11 SEE STRUCTURAL DRAWINGS HALF ROUND GUTTERS&ROUND LEADERS - - F PTD, 1X6 SHIPLAP V y - --- ---- -- - SEE SCRUCTURALDRAWINGS -- - - --i WOOD CEILING ( , 1 i'' --f_ - --- - ---- SEE STRUCTURAL DRAWINGS PTD. 1X6 SHIPLAP __________] F 6 �� WOOD CEILING , , __ ------ ` FLASHING AS REQ'D -------- ---_------- - _ ! 1 NATURAL WOOD CROSS TIE ----.-------- - - ---WALL - - . ! - t �- FLASHING A,1 REQ'D 1 x 6 WD SHIPLAP CEILING I ------ - - - i I--' - -- 1 I OVER 2X4 WALL CONSTRUCTION I -- ----- ------- OVER 5/8BLUESKIN HPOLYWOOD SHEATHINGUSE WRAP _ _ -------- III I - _..-EXTERIOR DOWN LIGHT - -- - - �.__� I -- -- - -- - WITH R21 CLOSED CELL i I SPRAY FOAM INSUL, - I.-- _i__.; -__- 1 1 J2"x 2/12"CEDAR CASING 1 ----- 1 1/8"x 2/12'CEDAR CASING (R6 PER INCH-MIN 3.5") f' f OVER 1/2"GYP,WALL BD. - --- - 1 1/8°x 2/12"CEDAR CASING -I----------------------------- ; I �- I - i - - I L. 51 1/12-SHINGLE EXPOSURE TYP. I 1 i -I,-_--- -1--- ,-� -j- \- I 'I 101 o I � 100 - -- I I 1 1.08 0 � _-- ----- --: , I v L -1 -I j - - - i I I ci { i T o N __._-..!....I_ r . WOOD HANDRAIL ON POWDER COATED c I�''I I I � i METAL GUARDRAIL N 1 ! 1 I SEE SHEET 401-FOR DETAILS i I I I I ' -------- I I _ I i I i I I I - - O i - i I N R1 I O I I - ! 1 Ii o 0 s F I I - WOOD HANDRAIL ON POWD�R COATED o FLOORASSEMBLY ti METAL GUARDRAIL FLOOR ASaEMwLY _------------_ 6 CEDAR SHLNGLES W/5112"EXPOSURE � I -- FLOOR ASSEMBLY 1. 'II i -' SEE SHEET401 FOR DETAILS OVER 1/2"EXISTING PLYWOOD FLOOR . -- ----- " 3/4"WOOD FLOOR 3/4"WOOD FLOG 3/4"WOOD FLOOR OVER 1/2' EXISTING PLYWOOD FLOOR I ,i - j BLUESKIN4HOUSE WRAP LANE OVER EXISTING 2ATCH AS DX10 FLOOR STRUCTURE C' (PATCH AS REQ'D) _ THING 1 3l _ OVER 1/2"EXISTING PLYWOOD FLOOR I 1, _ _ _. -______ NEW SLAB+STAB OVER EXISTING 2X10 FLOOR STRUCTURE 1 OVER 5/8 PLYWOOD SH A �! : W/R30 CAVITY BATT INSULATION j; WITH BLUESTONE PAVING+ W/R30 CAVITY BATT INSULATION , (PATCH AS REQ'D) OVER EXISTING 2X10 FLOOR STRUCTURE OVER 2X4 EXISTING WALL CONSTRUCTION W/R30 CAVITY BATT INSULATION TREADS-PARGED RISERSSED 5/4 x 6 WOOD DECKING J___..._._i -_--___._I --%_ i (Rb PER INCHWITH R21 O-MIN 3 5 j SPRAY FOAM INSUL, - OVER 1/2'GYP,WALL BD. � I - L, - I—-w - __1 I ---=--- - - --------- Elev,U-0" ------ ---- - ----- Elev, 0'-0" ---- - Elev,0'-0" - - z -- ------ --t---t - ---- - �c 'I - `,C -------- ----- w _ FINISH FLOOR FINISH FLOOR 1 -II , J' - -- ---I- .I I- - -.1 - - - - 1 FINISH FLOOR I l�- .- - - _: � - --- 1 I�- ,'^ I VIII 111 I1 (~� ,11 I�'� rl I -l. i / , �[r ;i , I 'I; \�I i ,,I {- t -...__II_ }-H-��+I,,, +1I:.L-)1�,-+-�- Q a _. � - \ i I i i t � i 1 1 \-- � , I I ' ' I __� _._:_ 1 '' I � 1 111 II 11 t ' 1 � � j II I ' r I, 1 1 w �:_ 1 i l I II( '1 II , i / '1 i 51 12"SHINGLE EXPOSURE TYP. 1: i 1/ 'I I , I __ - ` o,_, �. - - - - - - - - - - - -_ - �FNISH DEC I I - , ,I 1 nl., v �-- --------- I Ele--K— - - "- - - ' -'I A �x' �--, "'.-�,,­­ -)I - C9 I I - I FINISH STOOP _ z . . {., , IC) r o I'l I l - . I .��. � II II :,� _- 'i. 1 x 6 WOOD TR M BOARD AG - ,,, 11 z': m v = OOD j Gr:7//', D T z 1 x 4 VERTICAL W A - . .-._r - SKIRT BOARDS -_-- NEW LEDGER BOLTED 0 TI <' N� I I :;1 -: r1. CMU BLOCKS 1 -- __ _ ____ I SEE STRUCTURAL DWGS .. 1. i - - -- 1 - 1 NEW CONC FOUNDATION WALL I I I -...., I 1 :... - - -- ---- ----- ------ ------ ------ - ------'-- -- " -'1-'L - --------� -------- - -`-�--- - -- - _ T---1 - --- ,--- --11 - - -, - - -- ---"_ - - --- G ,.< " v SEE STRUCTURAL DWGS , , '' ' - - CK FRAMING--= n x' f A =I --- _==,_ - 1 I ,: - , _-... : >< - ------PRESSURE TREATED DE I l i SEE STRUCTURAL DWGS I '`.. I I I 1 -_ -_ - - 1 I I I MPA T FI L --, I I I CO CED LIL, t SEE STRUCTURAL DWGS 1 ! I I r. I 1 i I I ,. T DRY WELL I 0 I >,. �, h; r r, a . ° , _ - .-._ -. -.,I- - --'.-__ .- -- I ` -- - ----- -- --- ' '- -' -- - I - -- - --_- ---- , __ _ - - - , ----- '- --__ -- -- ----- - ---- __ 1 t : --- --- - - -- --- ,- --- -- - --`--�- -`-- '----- -- ,----I--- - - --- .. I 1 1 I 1 I \''�. I I 1 I 1 1 I I 1 I I 1 I 1 L, G r_ L' n - ✓ 1 I 1i .. L , �� 1 1 1 1 11 1 1 _ I 1 I I I I I I I I 1 - . 1 .. 1 1 I 1 1 I I 1 1 I n I : I 1 I I - ! I I - ., ,. - _ : , II 1 I I- 1 I I - 1-- - - -- - - ------ -- , -- . ;, - I 1 -- - I : - -- - I 1 1 1 y� I I 1 - -- - 1 - - 1 -- - - - I 1 1 1 , ;` 1 W SO T F TIN 1 I I I 1 I T E G -- I I - 1 NE NO Ua 00 SII 1 1 1 - - ----- --- ... 11 .:::,,�✓,,:.; E TRUCTURAL DWGS I I I - I ;.{,. , E S EXISTING 8"CMU FOUNDATION WALL ----------- -' _. _ _- *.': i EXISTING 8"CMU FOUNDATION WALL S I I FOUNDATION WALL EXISTING EXISTING 8 CMU ° .,' 1, 1I -- , � 1'II 1, - 1, - - - ''I - - - 11 1 - - - -- '11 11 - � I - I - - - 1 I, -- - li i 1, 1 1I G ---- - 1 r:.,.,. i WINDOW/DOOR DETAIL MANUF REMARKS FRAME FRAME HEAD MANOR # LowE-366 VALUES Lai TYPE ELEV EXT.FIN, INT,FIN AD AMB SILL HORZ/VERT i \ WIDTH HEIGHT U-VALUE SHGC UV TRANS N B01 REPLACEMENT INSULATED DOOR CLAD PTD VIF VIF - _ _ - LOEWEN - - - VERIFY SIZE IN FIELDLu v w ; � B02 REPLACEMENT SLIDING PRIMED PTD 30" 18" - - - LOEWEN IVERIFY SIZE IN FIELD Q „ I - � N CCMBO-INSWING TERRACE Lu 100 1 CLAD PTD 641/4" 851/2" DTL 2 SIM DTL 2 SIM DTL 4 SIM - LOEWEN CUSTOM-STORM FORCE 0,24 027 5% DOOR+PICTURE FIXED +- 101 COMBO-(3)CASEMENT 2 CLAD PTD 90" 631 2" DTL 4 DTL 4 SIM DTL 5 - LOEWEN CUSTOM-STORM FORCE 0,24 0,27 5% V N ' ; 102 AWNING 3 CLAD PTD 25" 25 DTL 4 DTL 4 SIM DTL 5 - LOEWEN CUSTOM-STORM FORCE g 0,24 0,27 5% .i.+ Q Lo 103 AWNING 4 CLAD PTD 32" 25" DTL 4 DTL 4 IM - CUSTOM-STORM FORCE 5% '� z co S DTL5 LOEWEN 0,24 0,27 L J� L j1_ 1 -__ 104 AWNING 4 CLAD PTD 32" 25" DTL 4 DTL 4 SIM DTL 5 - LOEWEN CUSTOM-STORM FORCE 0,24 0,27 5% V zQ 105 CASEMENT 5 CLAD PTD 30" 631/2" DTL 4 DTL 4 SIM DTL 5 - LOEWEN CUSTOM-STORM FORCE0,24 0,27 5% i 106 CASEMENT 5 CLAD PTD 30" 631 2" DTL 4 DTL 4 SIM DTL 5 - LOEWEN CUSTOM-STORM FORCE 0,24 0.27 5% o 0 107 SLIDING PATIO-2 PANEL 6 CLAD PTD 72" 851/2" DTL 2 DTL 2 SIM DTL 4 - LOEWEN CUSTOM-STORM FORCE 024 0,27 5 108 SLIDING PATIO-4 PANEL 7 CLAD PTD 142 14' 851/2" DTL 2 DTL 2 SIM DTL 4 - LOEWEN CUSTOM-STORM FORCE ° 109 SLIDING PATIO-2 PANEL " 0,24 0,27 5 /° b CLAD PTD 72 851/2' DTL 2 DTL 2 SIM DTL 4 1 LOEWEN CUSTOM STORM FORCE 0,24 0,27 5% N I 641/4" _ 90" 25" 110 SLIDING PATIO-4 PANEL 7 CLAD PTD 142 1/4' 851/2" DTL 2 DTL 2 SIM DTL 4 - LOEWEN CUSTOM-STORM FORCE 0,24 0,27 5% 2,0 / / 111 COMBO (5)CASEMENT - LOEWEN CUSTOM STORM FORCE 0,24 0,27 5°/ o FRAME SIZE FRAME SIZE FRAME SIZE 251/4" 37 1/2' 30" 30" 30° 8 CLAD PTD 90" 631/2" DTL 4 DTL 4 SIM DTL 5 U Y __._.__._....__.__ 112 REPLACEMENT INSULATED DOOR CLAD PTD VIF VIF 0,24 0,27 5 /° VERIFY SIZE IN FIELD J o ----.------- -- - ,� ,� - - - LOEWEN CUSTOM-STORM FORCE ° -' 113 CASEMENT 5 CLAD PTD 30" 631/2" DTL 4 DTL 4 SIM DTL 5 LOEWEN CUSTOM-STORM FORCE 24 0 0,27 W w ------------------- ---------- --------- ------ ( SLO1 ELEC,+VENTED SKYLIGHT 9 CLAD PTD 251/2± 421 2"± - - - - VELUX CUSTOM VCE VCS 0,54 0,24 IREPLACEMENT SKYLIGHT-ELEC,+ VENTED+AUTOMATIC SHADE SL02 ELEC,+VENTED SKYLIGHT 9 CLAD PTD 251/2± 421/2"± - - - - VELUX CUSTOM VCE VCS 0,54 1 0.24 REPLACEMENT SKYLIGHT-ELEC,+ VENTED+AUTOMATIC SHADE Lu � S103 ELEC,+VENTED SKYLIGHT 10 CLAD PTD 99112± 99119 CUSTOM VCE VCS 0,54 0,24 1 IREPLACEMENT SKYLIGHT-ELEC,+ VENTED o ELEV, 1 COMBO-INSWING TERRACE DOOR + PICTURE WINDOW 100 ELEV, 2 COMBO- (3) CASMENT WINDOW 101 115 ELEV, 3 AWNING WINDOW 102 116 EXTERIOR VIINDOW+ DOOR SCHEDULE w=� O O 0o, O z - . _ - _ ry IN I ,/ � i - --- � X251/2" +Lu � c Q +1 CUSTOM VCE/VCS U_ - W/AUTOMATIC SHADES w W N N N c`v cn N Lo! C13 Lo LL � II , O VE SLO1 [�02 � ELEV, 9 LUX-VENTED ELECTRIC SKYLIGHT O - X25 1/2" ± 1E 0 -- -- -- i----- - - - ,� y 1421/4" 150" --------- ---- 32" 30 - -- - -- ----- --- - ---- - ----- -- - i- --- - - 72 I 150 FRAME SIZE FRAME SIZE FRAME SIZE I FRAME SIZE FRAME SIZE FRAME SIZE -�� � CUSTOM VCE/VCS x 30° i 30 1 301 ---,L 30 - - 30,-- N dr - - - o O Lu 0 O ELEV. 4 AWNING WINDOW 103 104 ELEV, 5 CASMENT WINDOW 105 106 113 ELEV. 6 SLIDING PATIO 107 109 ELEV, 7 SLIDING PATIO 108 110 ELEV, 8 COMBO-(3) CASMENT WINDOW 108 110 ELEV,10 VELUX-VENTED ELECTRIC SKYLIGHT SL03 O 0 O O EXTERIOR WINDOW + DOOR SCHEDULE + ELEVATIONS SCALE:3/8"= 1'0" HEADER AS SPECIFIED HEADER AS SPECIFIED w , O4I � I - r HOUSE WRAP I }' ( ---- - HOUSE WRAP - o �--CEDAR BREATHER i a CEDAR BREATHER PLYWOOD j j+ ` = PLYWOOD (D I t CEDAR SHINGLES a- - CEDAR SHINGLES ILu Ljj ` J N Il N m 0 _, FLASHING --X- FLASHING o / - - 1 1/8 X 21/2"WOOD TRIM \ 1 1/8 X 21/2"WOOD TRIM -- EXTERIOR METAL CLAD EXTERIOR METAL RCLAD SLIDING DOOR AWNING/CASEMENT WINDOW cn z O 2 TYPICAL SLIDING DOOR HEAD DTL" 4 TYPICAL WINDOW HEAD DTL" > Q SCALE:3= 1 0 SCALE:3= 1'0 U Lu Lu Q>-- Lu Oz o Jz LU o43) m0 WOOD INTERIOR/ � r 3 O Lo w �' p EXTERIOR METAL CLAD � WOOD INTERIOR/ N a z i SLIDING DOOR EXTERIOR METAL CLAD / O � o 1 AWNING/CASEMENT WINDOW i - - / l -------- Elev.0'-0" FINISH FLOOR - - j l 11/8 X 21/2"WOOD TRIM i 11/8 X 21/2"WOOD TRIM --- - a I/ 1 1/2"THK WOOD TRIM HOUSE WRAP --- CEDAR BREATHER N � " EDA FIINISH DECK ----o �IN A 6 Cti�j. PLYWOOD CEDAR SHINGLES 5/4 WOOD DECK BOARDS •4 - r CLOSED CELL SPRAY FOAM INSULATION Iii I 9161 10� QF NES Seal 3 TYPICAL SLIDING DOOR SILL DTL, 5 TYPICAL WINDOW SILL DTL" A-700 SCALE:3"= 1'0" SCALE:3"= 1'0" INTERIOR DOOR AND FRAMED OPENING SCHEDULE DOOR PANEL DOOR DETAILS REMARKS PTD METAL I- WOOD FLAT PTD WOOD FLAT - - PTD WOOD DOOR ---_ NO. TYPE HDWR FINISH MATERIAL QTY. WIDTH HEIGHT THICK. HEAD JAMB SILL \, THERMAL DOOR l PANEL DOOR \. PANEL DOOR B01 A PTD METAL 1 3'0 VIF 6'8"VIF 13/4 REPLACEMENT DOOR \ PER CODE ' VERTICAL GRAIN \ VERTICAL GRAIN i \ --------- ----------- FIRE v -------- ---------, I \ ARAE il ,{ \ / � I I D100 D PTD WOOD 2 (2) 1'l l 1/2' _ 7'0" 13/4" DTL 8 DTL 8 SIM DTL 14 ` ! �, PTD WOOD FRAME GYP BD + D101 E WOOD WOOD 1 2'8" 7'0" 13/4" DTL 7 DTL 4+6 SIM DTL 13 D102 B WOOD WOOD 1 2'8" 7'0" 13/4" DTL 8 DTL 8 SIM DTL 14 / -PTD WOOD FRAME III ; !! -PTD WOOD FRAME ! -PTD WOOD FRAME D103 B PTD WOOD 1 1'6" 7'0" 13/4" DTL 8 DTL 8 SIM N � � �� � I I I , . D104 B WOOD WOOD 1 2'8" 7'0" 13/4 DTL 8 DTL 8 SIM DTL 13 C) RETURN AIR PLENUM TYPE A TYPE B TYPE C TYPE D - - - - • a Z i I I I INSULATED D105 B a WOOD WOOD 1 2 4 7 0 13/4 DTL 8 DTL SIM TL i JY 13 D106 B W WOOD WOOD 1 2'8" 7'0" 13/4" DTL 8 DTL 8 SIM DTL 13 I I I DTL 4 DTL 13 I I i o D107 E WOOD WOOD 1 2'8" 7'0" 13/4 DTL 7cis J 0< D108 E WOOD WOOD 1 2'8" 7'0" 13/4" DTL 7 DTL 4 DTL 14 { o D109 E WOOD WOOD 1 2'8" 7'0" 13/4" DTL 7 DTL 4 DTL 13 _ _________ _______ �� /� I - - j/4„ -BLOCKING AS REQ'D, D110 E WOOD WOOD 1 2'8" 7'0" 13/4" DTL 10 DTL5 DTL 13 „ CEDAR CLAD GARAGE DOOR PTD WOOD FRAME N\---- �\ - D111 C PTD WOOD 1 2 8 7 0 13/4 DTL 8 DTL 8 SIM DTL 13 - -- - -- D112 A PTD METAL 1 3'011 7'0" 13/4" DTL 8 DTL 8 SIM DTL 13 - FRAMED `\ - zv ------ OPENING / �%j r /i / l ^-� BIO"FA"Hqd o D113 F WOOD WOOD 1 8'0"VIF 7'0"VIF 13/4" DTL 12 DTL 12 SIM DTL 12 REPLACEMENT DOOR i \- - .L.-1 ,� _ - 7'0' A.F.F. Joy ___ oN - / \ PTD REVEAL 1�2 --I 3/4 �c� FRAMED OPENIN FRAME OPENING FRAME DETAILS REMARKS \ PTD,WOOD TRIM / f p m� NO. TYPE HD WR FINISH MATERIAL QTY, WIDTH HEIGHT HEAD JAMB SILL i �"o cr)N 0, FO100 G - PTD WOOD 1 2'8" 7'0" DTL 9 DTL b+9 SIM DTL 13 TYPE F TYPE G PTD,WOOD RETURN AIR GRILLE- wLuo z F0101 G - PTD WOOD 1 5'4"± 7'0" DTL 9 DTL 6+9 SIM DTL 13 F0102 G - PTD WOOD 1 4'2" 7'0" DTL 3 DTL 3 SIM DTL 13 0 w=o F0103 G - PTD WOOD 1 15'0" 7'0" DTL 11 DTL 11 SIM DTL 13 �oCD , INTERIOR DOOR+FRAMED OPENING SCHEDULE DOOR TYPES&FRAMED OPENING TYPES DINING/KITCHEN FRAMED OPENING DETAIL SCALE: N.T.S. SCALE: N.T.S. 3 SCALE:3 =1'0" WALL OR TRIM MAY OCCUR TILE ON THINSET MAY OCCUR GYP BD. -- TILE ON THINSET MAY OCCUR GYP BD. ` 1 1/2" 3/8" 3/8" 1 1/2"i GYP BD. 1/2"1 1/2" 1 1/2" :1/2" X-- '.�-- /% - yy-----y------ - ------__.._ / --- /y PTD REVEAL PTD WD CASING II MRGWB AT TILED WALLS SHIM AS REQ MRGWB AT TILED WALLS O CEMENT BD AT SHOWERS r___ _ _ CEMENT BD AT SHOWERS 3/q^ -- -------- ---- I -------- --- -------- ---- - --- -SHIM AS REQ , y -- ----------Ta,.- 7 _ I ----------- - -- ------ -- -T-- - - - -- --- --- --- F 771 - ---- ---------- -. : - ------ POCKET OR SWING - �'--- -�-- /j/ / ,4 �� O O O O C PTD.WOOD TRIM / r i % DOOR MAY OCCUR \--- - -- - nn -- - / -v ----- / I / / - __. _-- � -� � CEDAR SHINGLES c' BLOCKING AS REQ'D 1 � / I -- HOUSE WRAP W ® / % ---------------------- i / o - ------ -i - - -- - ---- --- -_- ---- - --- - - - - - - -- CEDAR BREATHER / Ps PTD,WOOD TRIM ED OR ---- 1 1/2" - SOLID WOOD FLAT ACOUSTIC INSULATION SOLID WOOD FLAT ACOUSTIC INSULATION - 3/8" 3/8"! � 1 1/2" ,, 1 1/2' ' 3/8" 3/8" ' 1 1/2" PANEL POCKET DOOR j • / / �- FLASHING I ACOUSTIC INSULATION PANEL POCKET DOOR � - "---- � GYP BD. GYP BD. � - - -- HEADER AS SPECIFIED WOOD PANELING MAY OCCUR WOOD PANELING MAY OCCUR WALL OR TRIM MAY OCCUR pl I PTD,WOOD TRIM PTD 2X6 'o 0 / T / I I 4 TYPICAL POCKET DOORJAMB DETAIL 5 POCKET DOOR 0 KffCHEN/BACK HALL JAMB DETAIL b FRAMED OPENING/DOOR JAMB DETAIL 0 TOUCHING CASINGS SCALE:3 =1'0" SCALE:3 =1'0' SCALE:3"=1'0" / I - SHIM AS REQ'D ' ra TILE ON THINSET MAY OCCUR i - 1 1/8 X 21/2"WOOD TRIM z TILE ON THINSET MAY OCCUR TILE ON THINSET MAY OCCUR - j Lu , I I ' ---- _-- -! -� GYP BD,TYP,MRGWB ----- j AT TILED WALLS } ® GYP BD. ' � -; %; -- GARAGE DOOR o I - - CEMENT BD AT SHOWERS - ACOUSTIC INSULATION 1 - GYP BD, W/CUSTOM -- HEADER AS SPEC'D ---� t HEADER AS SPEC'D ii, WOOD PANELS z ACOUSTIC INSULATION I GYP BD. GYP BD, i - __ - _ MRGWB AT TILED WALLS � I , ; ; MRGWB AT TILED WALLS m - -- - - CEMENT BD AT SHOWERS CEMcNT BD AT SHOWERS ;,9"±VI / o 3/4' \ / BLOCKING AS REQ. 3/4' HEADER HEADER uj I � - - - •� - ; ' BLOCKING AS REQ, � )/4" 3/4 I /4° I i I I N POCK- HEADER DOOR HARDWARE = 'P"' _ - -' I I �� -POCKET DOOR HARDWARE HEADER _ = GARAGE DOOR , P H:Qd_ I B.O.F.O.Head %f \ B.O.F.O.H, 4 - PTD REVEAL TRACK AND B.O.F.O.H4gd HARDWARE zo A '�' 7 0 A.F.F. 7'0' A.F.F. M 7 0 A"F"F" / / 7`0" A.F.R. \ / PTD WD CASING PTD REVEAL / - -\- -- PTD,WOOD TRIM - % PTD,WOOD TRIM PTD,WOOD TRIM ( / / / r B.O.F.O.Head EPDXY COATED SOLID PAINTED OR / L — PTD DOORSTOP / SOLID PAINTED OR -� ]0 A F"F" WOOD SINGLE PANEL j:;!. WOOD SINGLE PANEL ' ' GARAGE FLOOR POCKET DOORSEMAY E DOOR TYPE % /i POCKET DOOR MAY SEE DOOR TYPE w SOLID PAINTED OR WOOD FLAT / / PTD WD CASING - - I PANEL DOOR MAY OCCUR/ SEE DOOR TYPE )DC7 C ��00 TYPICAL POCKET DOOR HEAD DETAIL 8 TYPICAL DOOR HEAD DETAIL 9 TYPICAL FRAMED OPENING HEAD DETAIL POCKET DOOR @ KITCHEN/BACK HALT.JHEAD DETAIL FRAMED OPENING 0 KITCHEN/FAM. RM" HEAD DETAIL 2 GARAGE DOOR HEAD/JAMB/SILL DETAIL SCALE:3 =1'0 SCALE:3 =1'0 SCALE: 3 =1'0 SCALE:3 =1'0 SCALE:3 =1 0 SCALE:3"=1'0" O W �_- Q p 0z � 0 -- WOOD SINGLE PANEL DOOR J Z � a� w0 0 r POCKET OR SWING MAY OCCUR, /;;. Z �U 3 w SEE DOOR TYPE - - -- - SOLID PAINTED OR �o- o z / WOOD FLAT PANEL CASING OR FRAMED OPENING MAY � N %� / DOOR MAY OCCUR/ OCCUR BEYOND / ( SEE DOOR TYPE cvD CASING BEYOND O - - NEW WOOD FLOOR - - - WOOD FLOOR NO SADDLE / ' !, ---- ------ STAINLESS STEEL STRIP ' ai TILE FLOOR J J / - -TILE BONDING AGENT N EtED q/�C�i PLYWOOD / z:.•, y:=: SUBFLOOR - _" == ��- _- ._.:,.: -- PLYWOOD .P ------ - -------------- -- SUBFLOOR r I Strip= Door 9�� 916 AC eal Lu vv I 3 TYPICAL_DOOR SILL DETAIL 1 101, 4 DOOR SILL DETAIL&BATHROOMS A-701 Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. 1 -All concrete 4,000 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of Y below grade unless indicated otherwise. 4-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 12"0 Sonotube Footing 5-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95% of maximum dry 18"0 Sonotube Footindensity. 12 0 Sonotube Footing — 6-Follow cold weather concrete treatment relative to add mixtures (3)2 x 10 MCQ 24"0 Sonotube Footing in accordance with ACI 212.3R. Use Air-Entraining admixtures per ASTM C260,AASHTO M154 or Water Reducing and Set- (2)2 x 10 MCQ Controlling Admixtures per ASTM C494,AASHTO M 194 only. Do not use Calcium Chloride or other corrosive type admixtures. 2x10 MCQ FJ LL C) U16"OC 2 x 10 M Q FJ 2 x 10 MCQ FJ 2 x 10 MCQ FJ Framing Notes: O 30"x 30"x 12" E/w No. CJ 16" CJ 16"OC CY 16"OC a `V 5 Rebar 11"OCE U �U �U U 24" 0 Sonotube Footing rn r- C� r- C) r- f The contractor is to verifyall measurements in the field and an discrepancies are 12"0 Sonotube I i i i i i / to be brought to the attention of the Engineer prior to construction. P X I I I X I I I X I N I I N I I N I Rj — _r r^J �, Wood Framing � 2 x 10 MCQ Ledger New 3'x 3 x W 5„ 30"x 30"x 12" E/w No. 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following „ Point Load o $ 0 Simpson TITEN Bolts 5 Rebar 11"OCE I I minimums specifications: 12 e/w No5 From Above X U 16"OC Staggered 12"0 Sonotube p Rebar 14" OC N O E/W ;[�(02 ---- I c Fb=825 psi IFv=95 psi X ® Fc perp=625 psi )2>�10 E= 1,600,000 psi New CMU Pier L-----J (2) 2 x 10 MCQ Ledger (2)2 x 10 MCQ Ledger Fill wit 2. All Parallam (PSL) Lumber is to have the following minimum specifications: Concrete 7) (4)$'0 impson TITEN Bolts (4)8"0 Simpson TITEN Bolts W C) Fb=2,900 psi XUFv=290 psi N O perp=750 psi 0'ZO o E=2,000,000 psi X X O W `V 3. 3.AII Microllam(LVL)Lumber is to have the following minimum specifications: X N 0y 0 Existing (2 ) x 10 n G' N U_ U_ Fb=2,600 psi W o 0 _ Fv=285 psi X 0 W N 0 N 0 Fc perp=750 psi N: X o, a, E= 1,900,000 psi �`O Exist ng (2 )2x10 W c S a� C Z X X IW W 4. All pressure treated lumber is to be MCQ No.2 or better Southern Yellow Pine. LFb =975 psi �- — — ---�— _� — Fv=90 psi Existing (3 ) 2 x 10 Fc perp=660 psi E= 1,700,000 psi Fill in with 2 x 10 FJ o New Stair16"OC X U 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to Opening U N O be nailed/bolted in accordance with the manufacturer's specifications. 10.1 0 o rn CO Existing Garage Slab o o X X U New o X v N N O Foundation X x 6. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or N .. c i im N W stainless steel. Designated connectors, strap etc. on these drawings are -^ M -- 2 x 10 MCQ Lag Bolted -� M 2 2 x 1 made by Simpson unless indicated otherwise.All connectors, straps etc. are X to Wall with 8'0 Simpson TITEN ( ) — to be nailed/bolted in accordance with the manufacturer's specifications. L (2) x 10 7. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and (2)2 x 6 ----- -- - -- - 2 x 8 FJ shall be nailed with 10d common nails 6"O.C. edges and 12"O.C.field. : . 2 x 8 FJ I ------- --� I 16 OC 8. All bolts nuts and washers are to be hot dipped galvanized. 16"OC r I l r PP Steel I I Dowel into Existing with I I I N18" = Dowet into Existing with 1. All steel is to be ASTM Specification A-992-50 8" No5 Rebar 16"OC I I I Nos Rebar 16"OC 2 x 6 FJ Fill CMU Blocks at This j L-____-- _J I Fill CMU Blocks at This 2. All bolted connections are to be made with A-325 bolts. 16"OC Area with Concrete I I I I Area with Concrete A _ New S-4 Foundation Design Loads: Roof-Live Load-20 psf - Dead Load- 15 psf Foundation and First Floor Framinq Details Attic-Live Load-20 psf -Dead Load- 15 psf Scale: 1/4" = 1'-0" 1 st Floor-Live Load-40 psf L -Dead Load- 15 psf v -Wind Loads- 130 mph-ASCE- MWFRS-Method 2 J. .NN 684 ti ri' Sale: 1/4" = 1'-0 Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education H owki n s Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 3245 Wells Rd the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered W followed by his/her Pecon is , New York signature and the date of such alterations,and a specific description of the alteration. I Date : 12-11-2019 (631) 298-1986 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) Joint Description Number of Common Nails Nail Spacing ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d each lap Collar Tie to Rafter(Toe-nailed) 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d each end Rim Board to Rafter End Nailed 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot Top Plates at Intersections(Face-nailed) 4-16d joists-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) per foot FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end (2) 1.75 x 7.25 LVL Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block ® Ledger Strip to Beam(Face-nailed) 3-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d per joist an Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) per foot °- ROOF SHEATHING w `n N Structural Panels 8d (Detail sheet S-2) CO �— —� O r CEILING SHEATHING Gypsum Wallboard 5d coolers 7-edge/10-field c"'v WALL SHEATHING x Structural Panels 8d 6"edge/12"field LO Gypsum Wallboard 5d coolers 7"edge/10"field N — FLOOR SHEATHING Structural Panels (3) 1.75 x 9.5 LVL e/w(2) 0.75 FP (2) 1.75 x 7.25 LVL (2)_ .75 x 7.25 LVL e/w (1)0.625 FP (2) 1.75 x 7.25 LVL 1"or less 8d 6"edge 112"field _T _ 1 Nailingrequirements are based on wall sheathingnailed 6"on-center at the panel edge. If wall sheathingis nailed 3" on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be �l_ L I 00 doubled,or alternate connectors,such as shear plates,shall be used to maintain load path. — �� x 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be � � N ( ) 9• permitted to be � v reduced to 1 -16d nail per foot. co � O x x N � C W 0 Lli x 0 O 0 N 0 ® CD 0 O � x U "a N 0 C � N N CT= CO U) N N W 65 x W O x x N CC) x N N 2x8 ) 1.75x7.2 L (2) 1.75x7.25LVL - _ — — — — — 8" 0 Bolts, 16" Nuts, and Washers (D cox x (3) 1.75 x 9.5 2.0E LVL --8„ N CV O S 0)x U) -7) co N Uw U N U W 0 U CC) w O m — — xU o = xU o � xU i Cy0 � � NO NO to O= N O° �CO C CO '- C CO — — — .. � N r Ma LD CA N ry x x U) UJ W W O 3.. v 4 x x N r— -- -- - N (2)0.75"A36 Steel Flitch Plates (2) 1. 5 x 725 LVL 2 1.7 x .2 L (2)1.75 x .25 LVL (2) (2) 1 3/4"X 7.25" LVL 5/8"0 Bolts 2" 16° S-3 3Y (1) 0.625"A36 2^ t Roof Framing Details SteePlates _ Scale: 1/4" = 1'_0" Flitch Beam Details A — C ��d �•} ;a'+ fag Scale: 1" 1' 0" a� �°' Scale: 1/4" = 1'-o Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education H owki n s Res i d e n ee I ^ Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 3245 Wells Rd the seal of an Engineer,Architect,or land Surveyor is altered,the altering Engineer,Architect,or Maftituek, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Altered by"followed by his/her Date : 12-17-2019 Peconlic , New York signature and the date of such alterations,and a spedfic description of the alteration. (631) 298-1986 Nai (2)2 x 8 Nai 2 x 10 Sistered to 16"OC x iste Existing 2 x 6 RR Exis ' RR 2 x 4 Wall Studs �(2) 2 x 8 Nai 2 x 4 Wall (2) 1.75 x 7.25 LVL etw (1) 0.625 FP Hdr I 2 1.75 x 7.25 Hdr t ( ) (2) 1.75 x 7.25 Hdr i l � t � t � I � t � I � I � I � I � 2"Poured Concrete Slab 0 i 0 0 i i echanically Compacted Clean Fill Simpson BC4 6 x 6 MCQ Post-,, �: l 2 x 10 MCQ Ledger O Simpson TITEN Bolt " Q a 16 OC Staggered :': •. Fill Blocks with •a: �:•.•.:. •... Simpson BS 6 P a Sim son 5"O TITEN Bolt olts with • Concrete /� No. 5 Rebar / � 3" 16" 11"OC E/VV 3„ ) No. 5 Rebar 3" 8"- 1 " m \\ N d c a Section Details 3" 16" AScale: 1/2" = V-0" (2) No. 5 Rebar 3" ,,.f 4y a• r 0 62.x. Scale: 1/4" = V-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education H oVlJki n s Residence AML Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 3245 Wells Rd the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Altered by"followed by hisftr Date :10-25-2019 Pecollic , New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 7\s-, 7\S-1 61 CFM 61 CFM 61 CFM ---� S-1/" Dining Room System Specifications J! PlU Entire House 61 CFM Location S- System -.--- - ---- - - r— — T--n 12x10 Dow 1 Cond. 91 CFM L L I I+ II � _2 - I System# _ � ' S �t S 3 _� S116 CFM 117 CFM 116 CFM 95 CFM Design Loads Vented Hood --406 CFM 12 x 12 in Attic -1 Sensible Cooling (BTUH) 26,304 0 Above Kitchen -1 Family Master Latent Cooling (BTUH) 8,187 --510 CFM Room Bedroom 91 CFM 12 x 12 Down O Total Cooling (BTUH) 34,491 91 CFM -3 S-3 Fa Heating (MBH) 39.9ZI 12x6inAttic System Specifications Air Flow(CFM) Full/Part Load 1,600/ 1,280 Above 50 CFM 95 CFM--� \WL Condenser Model No. * 24ANB 748 S-� T Air Handler Model No. * FV4B005 — — R- T ---- I -2 II � 1 I --447 CFM 12 x 6 Frcm I -- I Hot Water Coil** AXW110 Switch Controlled Below and p 237 CFM Vent Fan 10 x 12 in Attic 30 CFM ---� j Above Zones 3 S-4 S_ Vent Through Roof Switch Co trolled E-1j, 111 15 CFM --� I 190 CFM Vent Fan *Carrier Equipment S_1 76 CFM 16 CFM **Atlantic HVACR Equipment L2 S-./ en rough Roof 83 CFM 83 CFM S- S- � I - 'U I I 0 =77777: 7 x12 IIro e owarid p Supply Diffusers and Return Grilles Design Data Designation Manufacturer Model Description Outdoor Summer DB =83° F S-1 Architectural Grill 3 x 12 Slot Diffuser Outdoor Summer WB=71° F Outdoor Winter DB= 10° F S-2 Architectural Grill 3 x 18 Slot Floor Diffuser Indoor Coil Entering Cooling DB =75° F S-3 4 x 14 Custom Wood Slotted Grille in Cabinet Base Indoor Coil Entering Cooling WB =62° F `'; : �• ==r,t;.. Indoor Relative Humidity Cooling=50% — S-2 Architectural Grill 1 3 x 30 Slot Floor Diffuser Indoor Coil Entering Heating WB=68° F R-1 Anemostat Model TL-S 12 x 24 (WxH)-1"Spacing,00 Deflection Wall Return Grille Indoor Relative Humidity Heating =40% ' � \� 5 r �V d R-2 Anemostat Model TL-S 12 x 12(WxH)-2"Spacing,00 Deflection Wall Return Grille °. Scale: 1/4" = 1'-o Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. it is a violation of the New York State Education H owk i n s Residence I Ar Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJ C so I Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 3245 Wells Rd the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 Land Surveyor shall affix to the item histher seal and the notation'Altered by followed by his/her Date : 10-24-2019631 Peconic , New York signature and the date of such alterations,and a specific description of the alteration. ( ) 298-1986 ;61��CF no VD "0 "0 Notes: "D 61 CFM All equipment is to be furnished and installed in accordance with the Ducts 61 CFM vD New York State and local Building Codes and the manufacturer's instructions.All equipment is to be tested and balanced in *All trunk and run out ducts are to be rigid galvanized. Flexible ducts are accordance with the manufacturer's instructions and the air flows only to be used at connection points shown in the drawings. *All run out fittings are to be equipped with balancing dampers. All work must be done in a neat and workman like manner. * Run out ducts are 6" round galvanized sunless noted otherwise. 91 CFM Air Handlers and Compressor/Condenser Units "� * Duct sizes shown on the drawings are interior dimensions. * Equipment is to be Carrier Equipment. 5" 91 CFM vD w 61 CFM *Floor joists/girders/trusses are not to be notched or cut. Consult the *All equipment is to be installed in accordance with the Engineer regarding blockages due to floor framing members. manufacturer's specifications. 91 CFM VD *The interiors of all diffuser and return duct boxes are to be painted X black. System 04 *The fan used in the system is to be Electronically Commutating Motors(ECM). Cond. 10 U _ __ *The duct system is to be balanced to produce the air flows shown in 117 CFM the drawings. 116 CFM Refrigerant is to be R 410A. 9 "l 3 14 x 14tO6 CEM 14 x 14 "0 f 95 CFM *Condensing units are to be equipped with a Suction Line *Supply Ducts are to be insulated with a minimum of R-8 insulation. Accumulator. 5" VD HWH oiler no * Return Ducts are to be insulated with a minimum of R-6 insulation. 16 x 14"0 Zone#1 Damper"VD * Honeywell thermostats are to be used to control the systems. * Panned ducts are not to be used. * 510 CFM o Verify the proposed location of condenser with the Architect prior to installation All duct seams and joints are to be sealed with a mastic sealant or equivalent. 1 0 CFM 12 x 12 Zone#2 Damper Vent Up Through C himney Above *Furnish and install all signal and power electrical wiring. UP *All ducts are to be cleared of all construction debris prior to final f * Furnish and install all piping and pipe Insulation and valves for completion. a syste 8 x 6 heating in all unit. #� * Return ducts are to be acoustically lined. 0 2 EBD Bypass Damper no *The condenser is to be equipped with a suction line accumulator. and 14 0 Duct VD * Metal pans with float switches are to be installed under all air handlers/systems located in finished spaces and/or in unfinished spaces Air Handler Equipment adjacent to finished spaces. CD Zone#3 Damper 95 CFM *Condensate drain pipes are to be routed to condensate X � *Aprilaire Model 700 humidifier is to be installed in the system in P P pumps. The O O O r o 237 CFM O the cellar in accordance with the manufacturer's recommendations. drain pipes are to be routed to the exterior. 12 x 6 -- *Aprilaire Model 2200 High Efficiency Air Cleaner is to be installed *Zone Dampers are to be EWC dampers and Model BMPlus3000 12 x 6 Up in the system. control system with supply air temperature sensing capability. Supply air 12 x 10 temperature sensors are to be installed in the supply ducts in 3 accordance with the manufacturer's instructions. Model EBD bypass vD dampers are also to be installed. 30ACF VD vD VD VD VI) " 190 CFM 7 CF II w UP 83 CFM 83 CFM 3"� 15 CFM i 76 CFM no 16 CFM 3"0 ! ! no "� 10 x 12 U 1 "0 Type L Copper with 1Y" Insulation f #1 WatE r Sul iply * Boiler-Weil McLain Evergreen Model EVG110Net IBR =101 MBH Propane Fired * Boiler and water piping is to be filled with Glycol. Auto Air =Iimi ator * Install boiler in accordance with manufacturer's instructions. 12" * Circulator Pumps are to be Taco Model 0014-F unless indicated otherwise. Heat Coi Max 1 z"Type L Copper \�—with 1Y2 " Insulation *Water supply and return lines are to be insulated with a minimum of 1-/2"foam or fiberglass asy Fit Manifolds insulation. *The boiler and heat coils are to be tested for leakage in accordance with the manufacturers' p`, instructions. Weil Boiler Piping- 1 �"0 r'``�� Type L Copper McLainA * Floor joistslgirders are not to be notched or cut. Holes required for pipes are to be drilled § , with 1Y2 Insulation qua through joists/girders in accordance with the following: Plus 55 Plans an prepared b Condon Engineering,P.C. It is a violation of the New York State Education P Pa Y . - Holes should be no larger than%3 the depth of the joist or girder. ® Law,Article 145,Section 7209,for an c#' \ y person unless acting under the direction of a licensed ��051r o n -The holes should be no closer than 2 inches to the edge of the joist/girder. Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ` '* �J�inn System# 1 Land Surveyor shall affix to the item histher seal and the notation'Aftered by'followed by hislher *Consult the Engineer regarding blockages due to the floor framing members. signature and the date of such alterations,and a specific description of the alteration. Weil McLain Scale: 1/4" = 1�-0� Condon Engineering, P.C. Evergreen Model EVG110Howkins Residence Drawn by : JJC 1755 Sigsbee Road 3245 Wells Rd Mattituck, New York 11952 Peconic , New York Date : 10-15-2019 (631) 298-1986