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Ma" FCiI&� Town of Southold 10/3/2016 -{ P.O.Box 1179 53095 Main Rd Lai Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38558 Date: 10/3/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 745 Waters Edge Way, Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-62 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/1/2015 pursuant to which Building Permit No. 40194 dated 10/21/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING AN OUTDOOR SHOWER, TO AN EXISTING ONE FAMILY PER ZBA DECISION#6874,DATED 08-20-2015, AS APPLIED FOR The certificate is issued to Honig,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40194 05-05-2016 PLUMBERS CERTIFICATION DATED 08-23-2016 Jack Gismondi b Autho ' d Signatur o�SnFFnck�® TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py•• o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40194 Date: 10/21/2015 Permission is hereby granted to: Honig, Peter 1787 Hawks Nest Dr Collegeville, PA 19426 To: construct additions and alterations to an existing single family dwelling as-per ZBA approval, trustee approval, and NYS DEC letter of non-jurisdiction. At premises located at: 745 Waters Edge Way, Southold SCTM # 473889 Sec/Block/Lot# 88.-5-62 Pursuant to application dated 10/1/2015 and approved by the Building Inspector. To expire on 4/21/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $492.80 CO -ADDITION TO DWELLING $50.00 Total: $542.80 Building Inspector TOWN OF SOUTHOLI) 13L'ILDINC, DLPARTIYIEN 1 TONIVN 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: I 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.oftivater 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 Iess than 2/10 of'l% 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. lz--��,A 15 New Construction: Old or Pre-existing Building: X (check one) Location of Property: (A �� -n �� ��c l 5 }} 01(:1 Y House No. Street Hamlet Owner or Owners of Property:__pM- r-4-45 Suffolk County'fax Map No 1000,Section Block Q _--Lot (02 Subdivision XI111I Filed Map. Lot: _ 1 Permit No. V l vl Date of Permit. Applicant:[ ►-� 16 S I Health Dept. Approval: _ —Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate _ Final Certificate:—� (check one) Fee Submitted-S -- --- 4Applica i2nature - -- - I' SO!/r�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rtO-)town.southoId.ny.us Southold,NY 11971-0959 C®UNTY,��,v BLAILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Honig Address: 745 Waters Edge Way City: Southold St: New York Zip: 11971 Building Permit* 40194 Section: 88 Block: 5 Lot: 62 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: R.J. COrazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 20 Ft. of Lighting Track Notes: Inspector Signature: <2Date: May 5, 2016 Electrical 81 Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q �, UN11,t� i - r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION /Z Date: _ Building Permit No. Q "0 Owner: O (Ple print) Plumber: (�PG(��r 7 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 3rd day of , 20_J_6 I ` Aaca _ — Notary Public, L-I'LCounty TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,210-13 1 courm,��' TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FO DATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ON [ ] CAULKING REM RKS: ♦ v�y- DATE l l� l� INSPECTOR SOF SOUT,y cOUMY,� TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 = INSPECT N [ ] FOUND TION 1ST [ ROUGH PLUMBING [ ] F NDATION- 2ND. [ ] INSULATION [ , FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIREAESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' f DATE- INSPECTOR s 0 TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: C41, DATE Z-46-- R - INSPECTO SOUry�� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 = 'INSPECTION [ ] FOUNDATION 1-ST [ ] RO -PLUMBING [ ] FOUNDATION 2ND [ NSUL"ATION�X [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-A CHIMNEY [ ] FIRES ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIR ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION CULKI REMARKS: - Aj DATE - 2-1 INSPECTOR ' rjf s 0 COY TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 , INSPECTION. ] FOUNDATION IST -ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL � FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTO fjf so cou TOWN OF SOUTHOLD BUILDING -DEPT.- 765-1802 INSPECTION FOUNDATION- I ST ] ROUGH PLUMBING FOUNDATION 2ND I LATION FRAMING /STRAPPING �FINAL FIREPLACE & CHIMNEY- FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: L/ D AT E - 0-5/w,0/, //0 INSPECTOR enum TOWWOF SO D B ING DEPT. 765- 802----- INS ON - - FOUNDATION IST- ROUGH PLUMBING FOUNDATION 2ND ] IN ION : S FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: ;�Wd __ ��ts�_ As� DATE _J/(01� INSPECTOR rtjv so :NS cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - ] FOUNDATION I ST ] ROUGH PLUMBING IN FOUNDATION 2ND I AULATION FRAMING /STRAPPING 14 FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS:_6��� DATE A livlzI4 0 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com July 29, 2016 D AUG - 1 2016 Mr. Mike Verity BUILDING DEPT. Building Department TOWN OF SOUTHOLD Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Honig residence—745 Waters Edge Way,Southold,NY Dear Mr. Verity: A visit was made to the above referenced property on June 22, 2016 to evaluate the work performed at the site. Based on our observations and to the best of my knowledge, the hurricane strapping and foundation bolts and washers for the new addition appear to be constructed in conformance with the building plans and in accordance with the current Residential Code of New York State. Please call me if you have any questions. Very Truly Yours, C . - --- - ~���,�]� .a►�r -.��.I� Wil'_� � • / • iii. .+ ,- - >�_.' _ .�. 71. IJ •'� II►' kWk r —�. PZ--OWNi 1 INOL ATION PEA N,Y. STATE ENERGY cbm WAWA OPTION IF I r MPPMA no ORFirm wilo IM i �•� ,r �r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502O �} Survey SoutholdTown.NorthFork.net PEIZIVIIT N0. l Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c �5aYr►L.."-. yl Phone: G:�1 . 7:3�F -- 4o Expiration —,20 /A� BuildinInspecto �1 OCT - 1 2015 ICATION FOR BUILDING PERMIT Date� -jp ,20 5 - 9LDc DEPT INSTRUCTIONS a. is 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 cVhhousin code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspection ( i atar applicant or name,if a corporation) 52 � - L&ST (Mailing address of applicant) I lJrj State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A�n b6G± Name of owner of premises c�-GY ( � t-tDYI Q (As on the tax rolV or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: U House Number Street Hamlet County Tax Map No. 1000 Section 5 Lot 42— Subdivision 2.Subdivision -i-..,F, IeWap�No���' Lot 1>..'�=.'t r+�l'1•-r'�•S3'$i._j Vii?i rJ�ti...;�". 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy5j nq h f:-QM-1 t c l � b. Intended use and occupancy c�arne_ 3. Nature of work(check which applicable):New Building Addition C Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �� �z�,Doo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 32 Rear - Depth �2 —2" Height 2-51- W,I , Number of Stories 2:-- Dimensions Dimensions of same structure with alterations or additions: Front 32 '- Rear a`i ' Depth E 21( Height 23'— H " Number of Stories 2 8. Dimensions of entire new construction: Front Rear —' Depth Height Number of Stories 9. Size of lot: Front--LO-02' Rear ''7. 82 1 Depth l to S, 'F' +- 177,51 1 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R -`}n 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO___6,E,,-- Aa--J� 13. Will lot be re-graded?YES NO-'X Will excess fill be removed from premises?YES NOS_ P r Scos�ah HoY,)9 1707 4&0kS N�srl�r 14.Names of Owner of premises Addres evi)le Phone No. G 10 -504-j/., 9 Name of Architect Address 25 n Pd Phone No 631 -734-6-kS Name of Contractor Address GLli2nkO y0:2-NY Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_NO �"Yvst�S * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. m b. Is this property within 300 feet of a tidal wetland? * YES _NO * IF YES, D.E.C. PERMITS MAYBE REQUIRED. 42L5-e-- N07-z-, 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 OFS E I�12i L4 f rrla)--i being duly sworn, deposes and says that(s)he is the applicant (Nam of individual signing contract)above named, (S)He is the /42:1n I��r"r (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 day of Qe�, �b'4' 20j5 1,4'otary Public PATRICIA RICaU1RD S' a of Applicant NOTARY PUBLIC,STATE OF N YORK NO.OIR16042467 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30,20 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NTorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. F C IL iTrustees `� Flood Permit Examined ,20 Storm-Water Assessment Form JUN _ Contact: Approved 20 Mail to: Disapproved a/c BLDG.DEPT N-1 anc TOWN OF SOUTHOLD Phone: 7 ^1i4o r,- Expiration Expiration ,20. an s E spector • APPLICATION)FOR BUILDINTG PERMIT Date J Uhe 2 ,20—L(E5 INTSTRUCTIONTS 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,ho ing code,an regulations,and to admit authorized inspectors on premises and in building for necessary inspections. /. i r of applicant or name,if a corporation) �,/L I V) -2A I (Mailing address of applicant) P135 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder SYr .1� Name of owner of premises V))Q (As on the t roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street J Hamlet County Tax Map No. 1000 Section Block IMM- Lot . (�(v,Z Subdivision F'TIY&lVfap'No0 .., 'Lot WAG a yy;.•:;, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,:::31 rY ka -EaYn-d q b. Intended use and occupancy 40 rma, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost "� Fee -- (To be paid on filing this application) 5. If dwelling, number of dwelling units 0 A bei of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t L�4 7. Dimensions of e�j 1 g c res f a',YI Front 32, 3` Rear_ ' Depth E2 2,21 Height 20 1'' X11 1� m e'of Stories 2- Dimensions of same structure with alterations or additions: Front zme Rear Depth !!a&yr-r_, Height Number of Stories e�Q rrx—. 8. Dimensions of entire new construction: Front Rear - Depth Height Number of Stories 9. Size of lot: Front 101)' Rear 9 7 . 2�,S Depth 179. al 10. Date of Purchase Name of Former Owner - 11. Zone or use district in which premises are situated • 1 ocrP s S aa, 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO excess fill be removed from premises?YES NO X 14.Names of Owner of premises,Wr5yi ddress I7a7VIOA s t Phone No. /v 10 - 584- I1/ Name of Architect mxl-.4 Phone No 734-6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESXNO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES A 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� being duly sworn,deposes and says that(s)he is the applicant ' Nam��vidual signing contract)above named, (S)He is the (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 day of :JA� 20L� IA RICHARD$ V1, Sign e of Applicant Notarh&AWUSLIC,STATE OF NEW YORK NO.01 816042467 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30.20ig 10101/2015 00:47 6317656641 SOUTHOLD TRUSTEES PAGE 01102' John M.Sredemeyer 113,President ��t f S0Ury� , Town Hall Annex Michael J_Aomino,'Vice-President � � 54375 Main Road p_Q_T�ox:1.179 James .Thing,Trustee CAS Southold,New York 1,1.971-0959 Dave 3ergen,Trustee � �, Y Telephone(6$1.)756-1$92 Charles J.Sanders,Trustee �l�COU V Fax(631) 7651-6641 s 13_O.A RD OF TOWN TRUSTEES TOWN OF SOUTI-IOLD Permit No.: 8668A Date of receipt of/application: August 12, 2018 Applicant: Peter and Susan Honig SCTIVI#: 1000-88-5-62 Project Location: 745 platers Edge play, Southold Date of Resolution/issuance: September 16, 2015 Date of Expiration: September 16, 2017 Reviewed by: Board of Trustees Project Description: To construct an 84sq.ft. addition onto the side of the dwelling; and install a 12'x12.6' terrace and a 5'x6' outdoor shower landward of addition. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Kermit allows for the operations as indicated on the site plan prepared by Samuels & Steelman, Architects dated August 10, 2015, and stamped approved on September 16, 2015. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John K Bredemeyer III, President Board of Trustees Oct 03 16 09:21 a North Fork Woodworks Inc. 16312987899 p.2 John M.Bredemeyer III,President � ft fif So�T�f�`- Town Hall Annex Michael J.Domino,Vice-President 41, r� ld� 54375 Route 25 ; M P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Knzpski � G �► ` ��' ��� Telephone n (631)765-1892 �O ��� � �y � ����� Fax(631) 765-6641 OCT - 32016 OD e�—Zzl ' BOARD OF TOWN 'TRUSTEES EUILDING DEPT, TOWN OF SOUTHOLD To"OFSOUTROLD CERTIFICATE OF COMPLIANCE # 1268C Date: September 14, 2016 THIS CERTIFIES that the construction of an 84 N. ft. addition onto the side of the dwelling: and install a 12'x 12.6' terrace and a 5'x6' outdoor shower landward of addition: At 745 Waters Edge Way, Southold Suffolk County Tax Map#1000-88-5-62 Conforms to the application for a Trustees Permit heretofore filed in this office Dated A,ugvst 12, 2015 pursuant to which Trustees Administrative Permit 98668A Dated September 16,2015,was issued 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 construction of an 84 sq. 'ft. addition onto the side of the dwelling,• and install a 12'x12.6' terrace and a 5'x6' outdoor shover landward of addition. The certificate is issued to PETER and SUSAN HONIG owners of the aforesaid property. Y-94— ,Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT August 17, 2015 Peter Honig 1787 Hawks Nest Dr. Collegeville, PA 19426 Re: DEC ID# 1-4738-04408/00001 Honig Property 745 Watersedge Way Southold, NY 11971 SCTM#: 1000-88-5-62 Dear Mr. Honig: Based on the information you submitted, the New York State Department of Environmental Conservation (NYSDEC) has determined that: The portion of the referenced property, as shown on the plan prepared by Samuels &Steelman Architects, dated June 3, 2015, and on the survey prepared by Peconic Surveyors,'PC, dated July 8, 1998,that is landward of the bulkhead greater than 100 feet in length and constructed prior to August 20, 1977 as evidenced on the NYSDEC Tidal Wetlands aerial photo map#716-544, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal-wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale 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. _ Since ely, Laura J. Scova=o Deputy Permit Administrator cc: Samules & Steelman BOH—TW file NEW YORK Department of OPPOR UM" Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 9, 2015 TO: Nancy Steelman(Honig) 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated June 3, 2015 For permit for additions and alterations to an existing single family dwelling at Location of property: 745 Waters Edge Way, Southold County Tax Map No. 1000 -Section 88 Block 5 Lot 62 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall,riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75)feet from the bulkhead." The proposed construction notes a setback of+/-70 feet to the existing bulkhead. Aut nature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC.-file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 9,2015 TO: Nancy Steelman (Honig) AMENDED: June 19,2015 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated June 3,2015 For permit for additions and alterations to an existing single family dwelling at Location of property: 745 Waters Edge Way, Southold County Tax Map No. 1000- Section 88 Block 5 Lot 62 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article=1, Section 280-116B which states; "All buildings located on lots upon which a bulkhead, concrete wall,riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- _five(75)feet from the bulkhead." The proposed construction notes a setback of+/-71.7 feet to the existing bulkhead. Amended to reflect the revised site plan. 0 Auth ignature Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC:file, Z.B.A. BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson ®� $oUT� 53095 Main Road•P.O.Box 1179 � Q Southold,NY 11971-0959 Eric Dantes a Office Location: Gerard P.Goehringer =c Town Annex/First Floor,Capital One Bank George Horning ® iQ 54375 Main Road(at Youngs Avenue) Kenneth Schneider IrOoUN% Southold,NY 11971 http://southoldtown.northfork.net ONING BOARD OF APPEALS TOWN OF SOUTHOLD � �) el.(631)765-1809•Fax (631) 765-9064 1� Ia AUG 2 1 2015 aN DEPT FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20, 2015 ZBA FILE# 6874 NAME OF APPLICANT: Peter and Susan Honig PROPERTY LOCATION: 745 Waters Edge Way(adj.to Hog Neck Bay) Southold,NY. SCTM#1000-88-5-62 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 25, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 24, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 16,852 square foot water front parcel located in an R-40 zone. The property has 97.88 feet of wood bulkhead frontage along Peconic Bay. The parcel then runs 168.79 feet on the West side, 100.00 feet along Watersedge Way, and 179.59 feet along the East side. The property is improved with a two story frame house, an accessory garage, and a hot tub. The survey also shows a wood deck seaward of the bulkhead. The existing 2 story frame house is located 42 feet, 11 inches from the wood bulkhead. All is shown on a survey by John T.Metzger L.L.S. dated July 8, 1998. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116B and the Building Inspector's June 9, 2015, amended June 19, 2015 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations at a bulkhead setback at 71.7 feet where code requires a bulkhead setback of 75 feet. Page 2 of 3—August 20,2015 ZBA#6874—Honig SCTM#1000-88-5-62 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6, 2015 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family water front homes. The proposed addition and alterations are proposed on the side of the dwelling and are 71.7' from the bulkhead. The addition will serve as a laundry room and pantry, is only 80 sq.ft. and will fill in a"U" shaped space that will square off the east side of the dwelling within the conforming side yard setback. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling has a non-conforming bulkhead setback of 42.,11 ft. The proposed addition is within the side yard setback and, although it will be located farther from the bulkhead by approximately a third of the entire dwelling, it is encroaching into the bulkhead setback by 3.5' and will therefore require a variance. 3. Town Law X267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 6% relief from the code. 4. Town Law X267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new laundry room, new outdoor shower, and new deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Horning, and duly carried,to GRANT, the variance as applied for, and shown on the Architectural plans prepared by Samuels and Steelman, Architects dated June 3, 2015 and labeled SP, 1, and 2. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized•under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of :t Page 3 of 3—August 20,2015 ZBA#6874—Honig SCTM#1000-88-5-62 Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of'Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3)consecutive one(1)year terms. Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman(Chairperson), Schneider) This Resolution was duly adopted(3-0). e P. Goehringer,Acting Chairperso pproved for filing /,'/ /2015 Scott A. Russell , �°5� �� ST01R.AWWAT]E]R, SUPP,RVISOR A\1[A\s NA\(Gl]EM1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OCT 01 2013( ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE IF®LIONVI G: Yes No (CHECK ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [:]a B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 00 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. jj❑ D: Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑'M 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 witfi-your Building Permit Application. APPLICANT: (Property Owner,Design Profesional,_Agent,Contractor,-Other) S.C.T.M. #: 1000 Date Dbtrlct Q 6;?— qy�� NAME r�� Section Block Lot FOR BUILDING DEPARTMENT USE ONLY*`** Contact Info, athon (D r I Reviewed By: r A, - - - - - - - - - - - - - - - - - - j Date- Property Property Address/Location of Construction Work: — — — — — — — — — — — — — — ! 1:1Approved foi•processing Building Permit. — Stormwater Management Control Plan Not Required. 'Einafio IAV Ltr Stormwater Management Control Plan is Required. If ® (Forward to Engineering Department for Review) i FORM SMCP-TOS MAY 2014 i NITLIC M S C.T.Ni N 1000S�Fr� CHAPTER236 (Property Owner,Design Professional.Agent,Contactor,Other) —�— O 4 98 —� ;°1 Stormwater Management Control Plan CHECK LIST N,V10 'va lYl'2:a 1^'+ �'a•tlon tii„r k Lm S M C P Plan Re(Juuetncnt; Pro\tde ONE copy of the Building Per mn it Applwaho X31 Date, f The applicant rlutst p m ide a Complete L\planal Ion and/oi Rew'on for not prop IdIng all inforinallon that has Veen RcgnIIed I)v the folio\\Ina CheckIJstl I A Site Plan drawn to scale Not Less that GU' to the inch "OUSTIf You answered No or NA to any Iter n, Plea,e Prwde.Justification hetet Shoe all of, tine f()Ilo\%ung Items YES NO N`� if you PI o\ide add it tonal Paper a Location & Dc�ci iptiori of PI operty Boundaries 00 a mClucke but not be limited to: I) 'I otal Site Acreage X10= A well maintained Construction Entrance c. Cmsting- Natural & Man Made Features \\tthtr) 500 L.F. Wire Backed Silt Fencing, of tlne Site Boundar\, as regUlred b� §zsr,-I;'u t, d "I t;�t I Iolc Ddia Indicaling Soil Charicler ISI cS&Depth to Ground Watel0 O tJ !� i'1P.f,J a O k Ami c Limits of Clearing & Arca of Proposed Land Disturbance. 0 Y"( ► Jan I� h f I'v"'tino & Prnpo,ed C.OI1tUUl'S o{' the Site (mhninnun t Intelwl;- — G S). Location of all ekistmg& pt oposed structure,, i gads, rlrlvewa�--s,stde��'alk>, drainage Improvement,& utllltte,. h. Spot Giacle,& i'Itush Floot Elevation; fol all existing& 7 All pl oposed structure;. L Loeatl(m of proposed S\wvirnrtng Pool and discharge ring. 0no 1 Location of proposed Soil Stockpile Area's). no 50 O k. Location of lw000led Cou,11-11 lwn Entrance/Slaaulg \tea(,,) 05Q.5r, D)—)V&J-k)aq I Location of proposed concrete wati11101.lt are (s) O �1 ill. Location o'all pioposed t.ro,llln&sediment control nlea;utei G sto,ilm ale, Ibtanagcment(ontroi flan mint Include C alc•ulatums Ahowrng v —" that the-to; mater 07, Inl-Site the Ilio-oft o / V Ianl(all/�loun e�enl. U lcgff�d 3 DcC<ul-&Seellondl DI]�\111.0,1 o 4toim"ater Ill aciices dIc Icqulled tta dpploNal y N items requiring details shall Include but not be limited to a Erosion &Sediment Control;. 0� h. Con,',tructfoln Entrance&Site Acces,,. c. Inlet Dlannage Structures ieg catcil ba ur,trench rhaals,etc; ��EG A9e, a 5±y --L Leaching Structures ie" nlfllllalumha'ml. ale;.etc) I OR LN(ANI-Ll' ti( DTPA ''1 till:\ 1' USL ()NLl' i ® Additional information is Requilifq lye Re\le%\Cl & i Storm\vater Management Cont101 n' s--N1'o C--(-)Fnj 1uc I I :\pprovcdBv — - - - - - - - - - - - - - - - - - - - - - i i Storm\\•atcr Management Contr(� An 1, in 1 to � � f�� 1 ��� �' Date 8 l SMCP I-ia5 beer( aP1)roved by tlt En lneertng opal trnent. OI;\'I �n1-'c.P ( heck 1 rt -TOS 2014 PF FORM 1 t �0�,0� SOUTyQIo Town Hall Annex ;( 3 5 Telephone(631)765-1802 54375 Ma-R ►_load (o"3i1 70"5- 5 2 P_O. Box 1179 oQ roger_richerf a�fown.sout�i-Iny.us Southold, NY 11971-0959 p Y BUILDING DEPART1k'NT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION I REQUESTED BY- Date: 100mpany Name: /-Lc-- 'Name: LC Game: License No_: 3 Address: �r'C I/ L11 1 Phone-No.: " JOBSITE INFORMATION: (Indicates required information) r JGYti� *Name: *Addresd: _;7z A Sau x� �T— - *Cross Street: j *Phone No_: I Permit No.: 0 R r Tax-Map District: - 1000 Section: 8g - Block: 5 Lot: (_a *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: / NO. Rough In Final *Do-you need a Temp Certificate: YES! �O l Temp Information (If needed] *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead i-- Additional Information: PAYMENT DUE WITH APPLICATIO DD 82-Request for tnspecbon Form J I SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 August 11, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD North Fork Woodworks PO Box 1407 Southold NY 11971 RE: Honig, 745 Waters Edge Way, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Amend p s _ w block foundation and shutters required. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) 4%K/Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40194—Addition/Alterations S A M U E L S & S T E E L M A N August 15, 2016 Southold Building Department Town Hall Annex nr�C[EG V[E Main Road DD Southold, NY 11971 AUG 1 6 2016 Re: Honig Residence 745 Waters Edge Way FUNDING Dom' Southold, NY 11971 TOWN OF SOUTHOLD Building Permit#40194 Dear Building Inspector, As requested, we have revised the Foundation Plan to indicate a new Concrete Block foundation in lieu of poured concrete. Please see attached sheet#1 and revision #1. Please let me or the General Contractor, North Fork Woodworks, know if there are any other items required for the issuance of a Certificate of Occupancy. Since rel Samu and Seel n Archit cts Nancy St n, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Oct 03 16 09:21 a North Fork Woodworks Inc. 16312987899 P.1 �� is.�c �orrissE�sc'lstv�er FAX COVER To: From: � 1 Fax: Pages: � } Phone: Date Re: cc: [ ] Urgent [ ] For Review [ j Please Comment [ ] Please Reply [ ] Please Recycle Comments: �Nk"- UAC� L, 810 Traveler Street"PO Box 1407,Southold NY 11971 PH; 631-298-7899 FX; 631-298-7899 rF- ew O O Z \ LU F, O O ®NE SITE Y dG _ I) )N r TO �URFAOE ots Z co a• M � r f0 ONE j2• R 0, o ° WJ- wZ3x w ~ Qz LL W• W Q O m W• N 2 M V ti F r: Q i-- co - •co Cl)• - - z EROSION&SEDIMENT CONTROLS Shall include but not be limited to: �� F NeW y0 A well maintained Construction Entrance, /I Co Wire Backed Silt fencing,stabilization& Seeding of-exposed and/or inactive soils. i t „ I � � 2;�Yr 0r>953A APPROVAL OF STORMWATER MANAGEMENT CONTROL P Date: Code er 236 J O: ��'� - Approved a 1502 DRAWN BY: UT . CHECKED BY: NS DATE: SEPTEMBER 1,2015 SCALE: 1" = 10' - 011 SHEET TITLE: SITE PLAN PLAN- SCALE: 1 = 10'-011 SHEET NO: BID & BUILDING PERMIT SET ................................................. 1 Lo 49� ua s 00 Lo EXI STI N& 10' XI5T. BILL YARD - DOOM? 5ET5AC,t _ AO ❑ r 51DE I � ' - ❑ Y i�D EX15TIN(5 I /❑ 5ETBAGK I -� EX15EN T. ; 5TO F` �I EILI EEI i ❑❑ w W0 HH ii ;ii4 � ' ii i ' ' iil � ! i IIi �II jl'I I ail ❑ i ' Ili ! � I I ! II I'� ! 1i �1 J jijjljit I � � Ilil ' I I � ^/^II II � � ' ' I � ' I- _� li ! Iii !Ii i ) I iliilii ,�i ! ' I iI ! � ❑ I 17 Zo°0N � �� REScheck Software Version 4.6.2 Compliance Certificate Project Honig Residence Energy Code: 2010 New York Energy Conservation Location. Suffolk County, New York Construction Type Single-family ProjectType. Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 745 Watersedge Way Susan and Peter Honig Nancy Steelman Southold, NY 11971 1787 Hawks Nest Dr. Samuels and Steelman Architects Collegeville, PA 19426 25235 Main Road 610 584-1169 Cutchogue, NY 11935 honlgp@msn.com 631 734-6405 nancy@samuelsandsteelman.com '&o s {{y,,,, ri"^'°'a: '�;.` �1::.. -.,Si":c^'"o:"$ rA'i•,., ;r. 4.,. ?`: i -'y:' °`.;:�^;.X 1' °:5.'�,. "s compliance- 19.4%Better Than Code Maximum UA: 180 Your UA. 145 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or U-Factor UA' Ceiling 1: Cathedral Ceiling 787 30.0 7.0 0.027 21 Ceiling 2: Flat Ceiling or Scissor Truss 84 30.0 7.0 0.028 2 Skylight 1: Wood Frame:Double Pane 17 0.300 5 Wall 1:Wood Frame, 16" o.c. 313 19.0 2.2 0.052 7 Window 1: Wood Frame:Double Pane with Low-E 53 0.300 16 Door 1: Glass 135 0.300 41 Wall 2:Wood Frame, 16"o.c. 210 19.0 2.2 0.052 7 Window 2:Wood Frame:Double Pane with Low-E 57 0.300 17 Door 2: Glass 22 0.300 7 Wall 3:Wood Frame, 16"o.c. 209 19.0 2.2 0.052 11 Window 3: Wood Frame:Double Pane with Low-E 7 0.300 2 Wall 4:Wood Frame, 16" o.c. 51 19.0 2.2 0.052 2 Door 3: Glass 22 0.300 7 Floor 1:All-Wood joist/Truss:Over Unconditioned Space --- --- --- --- --- Exemption: Framing cavity filled with insulation Project Title: Honig Residence Report date: 09/30/15 Data filename: C:\Users\Nancy\Desktop\Honig Rez-check.rck Pagel of 2 . 01TE UATA SCTM # 1000-88-05-62 �« A P � i0 v t! PROPERTY: 145 Watersedge Way Southold, NY 11971 OWNER: Peter & Susan Honig 1787 Hawks Nest Drive S66o Collegeville, PA 19426 \ 30 SITE: 16,852 SQ. FT. = 0.38 AC. AREA ZONING: R-40 LOT COVERAGE: 20% ALLOWABLE: 3370 SF Uj EXISTING: 2647 SF PROPOSED: 2743 SF z FLOOD: Zone X, Zone AE (EL 6) 0 O0 ZONE mmq / \ SURVEYOR: Peconic Surveyors ® Uj W .l� 1230 Traveler Street ® Z U Southold, NY 11971 X00 0 NY Lic. No. 49618 EXI5TIN& � 0' DATED: July 8, 199$ % I„V }-si /$ DRIYEW Y � Revised: Aug. 15, 20 3 0 _ F- / '� \ O �c L U U 0 o,• 0 X 15T 1NG \ >, a�n Sa J / vie K, O Q GARA6 = W / SITE / , LITTLE \PEGONIG`$ Y LAND NOW OR EX 15T I N(5 / / FORMERLY WILLIAM F. RILEY / \ RE51DENGE ots Z \ NEW / DECK W Jo ° • w z_ 3 x EW ~ aZ " ADDITION �� ORGH N N V)d[� ohs p . EXISTING PEEK,, AS OF AJCy�� O,Ar Xz 017953 1 G� S ��G SRF AR Gyoo� OJE ; X1502 DRAWN BY: UT CHECKED BY: T MEAN H I CAH DATE:<�� NATER MARK �� June 3, 2015 SCALE: SHEET TITLE: C:) I LA „ _ W-011 SITE SCALE. 1 = 1PLAN 9 X88, EXISTING / WOOD � Dept copy from ZEAS BULKBULKHEADD 1Bina G n✓ SHEET NO:reviewgd Z3A !BPile#(((JJ � � Date: Notice of ®isaproval UP --- ---- O , I ❑ I � �❑ EXIST. ------ -❑- -- I' �` BATH EXISTING BEDROOM p� BATH , ILU --------- ' .G. z O ,; O it li--------- � W -------------------------T----------------1 I ' I -�--------- N I I EXISTING MASTER Q ' BEDROOM LU I I , I I I , I co I 13I I , nx I ' ' EXIST. UP CLOSET O --------------- lk 0 0 I ,;' EXISTING FOAM I LY ROOM EXISTING z _ BEDROOM/ w ' I OFF I GE 3 U) ' O lo NEW ; ' NEW _ WALK -IN WALK—I t* N I _ CLOSETI I , , EG Ire ..,, r- I -+ i I I r%r% ;❑ i------------ %ii' it 1 imil, & EXI5T. 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BASEMENT TO REMAIN PILE FOR OWNER'S REUSE STAIR ACCESS UP l EXIST. GONG. BLK ( `` FDN WALLS1 P ___ ____ REMOVE EXIST. AREA- % _� a 8 FDN VENT --- ---- - 1 EXIST. EXIST. 4" RI61D IN5UL BATH . °O nn. TYP. AT ALL FDN WALL DOORS ALL TOIREMAIN FINISHES EXIST. 5'-611 HIGH 1 RAISED PLATFORM ` O' W/GONG SLAB I ♦`♦ EXIST. EX I STING �� I F-------- BATH ( - I n EXIST. GONG. I I 1 1 I I MOVE EXIST. BLK PIERS I I F--------- I I BEDROOM � / I I ' I I ALL EXIST. FINISHES BOXWOOD, BALL , / Z O J EXIST. STAIR— ------ ' I TO REMAIN FOR TRANSPLANTING ��� --------- i i (5 LOCATIONS) O EXIST. LINE OF BAY i --------- 1 EXIST MAIN DOORS 1L1 WINDOW ABOVE I t•--------- 47 w 0 I Lu PANELELECTEXISTIN r�-------- ° ° ,\ Z EXISTING X O �� 2 to FJ ® I6" OGIN I 2X10 FJ ® I 11 OG7 La EXISTINC5 LV BASEMENT X EXIST. 5TL Lu COL 12'-6" I EX 1 STING --------- i I ( (n I- 1 REMOVE EXIST. 1 �✓ i MASTER ; up GLT XOO ; I AG UNITZ Lu EXIST. GO G. SLAB-/ LINE OF EXIST. 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'"I L---__----J ' ' WALL I I I I I 111 1 BLK PIER REMOVE EXIST. ,,, ____ ___________ I I I I III I ----------------------------J L------------------- X I 1 FIREPLACE DOORS ----- --------------------------- ' ' ---------------------------------1 1 NOTE: ,I, ISTING 1V'�IOOD 1111 / POST- NEW 4X4X1/4"1 � BLUESTONE MANTEL i i � � FINISH F I d�OR TO �itEMA I N / of N�w � STL COL I NEW STL COL LNEW 4-2X4 P05T SHELF u' ----__ FINISH FLOOR O REM,41 N ' ' ' 1 ���� �Ic , \.STE y��� FROM ABOVE FROM ABOVE i I I i i i i y ��� I i 11 PROVIDE 3/4"X6"XII" ' 11 " " I NEW 4X4X1/4 ',I I © J, 'f. �_-----�T. � SCI a y. I PROVIDE 3/4 X6 XII I STL COL STL BASEPLATE I I LLfi S O I i i OI T I 5TL BASE PLATES AT I 1 1 I D I N6 D EXIST. 2X10 FL. I DOW U ( I I I INC GL R. L NEW STL COL ON FDN I EXIST. SUBFL 1, 1 1 I I ' I O ,��� �r 017i531 G I 1 4 WD FIN, FL JST�I6 O I I 1 1 1 1 J s I I I � A �ExIST B-2X O—� E—EXIST. 5-2X10—4 EXI I�l I i i i j ° _J PROJECj//NO 1502 GUT AT COL. GUT AT COL. 1 I 1 I S I N }� a �� i' `� l I D i i i i NE w p DRAWN BY: 4 ' I EP65E NS EXISTGONG. SLABD ' I GUT SLAB FOR FTG CHECKED BY: 1 NEW I GONG. BLK 4 PATCH AS REQD 1 1 1 1 \ I I PEDESTAL I ' ' I I I \ NS DATE: I I 1 II II it ii II - -- J�—°Q ���♦ SEPTEMBER 1, 2015 ' :�. ..• I I I I I O \___ SCALE: El El El 1/411 11 oil L________________________________________________________-_________________----------- ------�- -_- ¢'• �`' w SHEET TITLE: •.>... •�:•.:. REMOVE EXIST." BRICK 8 GONG. �. '---------------- - STOOP ,�` DEMOLITION MOVE EXIST. PLANTER EDGING wbm"k SE / OUDAT101almmLSTEEL COL. DETAIL- BASEMENT SCALE: NTS FIR& ST FLOOR L e ® L 1 1 PLANS SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SHEET NO: 1c) SITE DATA SCTM # 1000-88-05-62 PROPERTY: 745 Watersedge Way Southold, NY 11971 100.0 OWNER: Peter & Susan Honig 1787 Hawks Nest Drive LO Collegeville, PA 19426 AIRE FENCE A/ • FILTER CLOTH ' SITE: 16,852 SQ. FT. = 0.38 AC. AREA X. DRAINAGE � ZONING: R-40 FILTER CLOTH MIN. FLOW 6" BELOW GRADE\� O,,E 66 w LOT COVERAGE: 20% I ' ALLOWABLE: 3370 SF 0 EXISTING: 2647 SF UJ �d PROPOSED: 2784 SF Z FLOOD: Zone X, 0 TEMPORARY STORM WATER O RUNOFF CONTROL MEASURE ZONE — }' S10� & SEDIMENT CONTOLDETAILS rSURVEYOR: Peconic Surveyors 00 1230 Traveler Street W co Southold, NY 11971 r-- �y NY Lic. No. 49618 Q DATED: July 8, 1998 W . 15 2013 06 EXISTING Revised: Aug. _ DRIVENAY / (1) r ff--mm MAF) Z L(j(;ATIU oui GENERAL STORMWATER POLLUTION PREVENTION NOTES / 0 (- PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: XIST. �ILGO Y,4RD \ `` > ain DOOR SETBAG Ba O ® J 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1-2 ( �, view O \ :: 2. Clearing of landscaping in areas shown on Site Plan 3. Demolition of existing structures and associated building components \, ( grade) — ❑ EA 4 dX4 H 4. Excavation for the new foundations +/-3 ft below finished rade 5. Construction of the new foundations I�j' I a ❑ DRYAELL TO 6. Installation of new landscaping plants, lawns as required \ \ O ❑❑ OUTDOOR 5HOAER 7. Removal of the temporary erosion control measures \\\ \ CO p Y SIDE YARD EXI 5T1 N(5 �BRLUE5TONE \ SITE SITE DATA 5ETE3AGK GARAGE I �, /❑ Site Area: 16,852 SF= 0.38 AC I NEA \ Receiving Waters: PECONIC BAY Contractor: N/A I OUTDOOR ❑ 15HOAER POLLUTION CONTROL MEASURES \ \ NEA In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sedimentTERRACE control measures including, but not limited to, the following shall be employed during construction: L EX 15T1 NG TEMPORARY �� RE5 I DENGE 51 LT 1=ENG I NG A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall (5EE DETAIL I) remain undisturbed. EX15T. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ENTRYElN rANDi "DTION exposed.A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in 5T001� � (DOV4N5POUT CONNECTED CONNECTED TO accordance with the soiil conversation service recommendations. I EXIST. 5UB 5UR1=,AGE C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are '�' completed, or if construction on an area is suspended, the area shall be seeded immediately. DRAINAGE) °� Z a. Seed preparation -scarify soil if compacted, remove debris and obstacles such as roots and stumps. � EIEI '^ AO V/ Q• 19 M 19 b. Soil Amendments /[`�/�/ 1. Lime to ph 6.0 / ❑ EA 5LUE5TONEo 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) '� ❑❑ P�tRS ' W J ~ 0 3 • w z W X c. Seed Mixtures ❑� ~ a Z LL 1. Temporary seedlings ❑ W' o a. Ryegrass (annual or perennial) @ 30 lbs. per acre(0.7 lbs per 1,000 sq. ft.) M ❑� '°`3w- °,ayi; y 4 F ,�spa a N p b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre(2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in ❑❑ 't'/d d� / p n I �F l W N October/November. EILI ❑ D,";TE/6/L �?R.P. ' � 2. Permanent seedlings-See Landscaping plans Zw D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from O DECK ] i� i ~ ^ r „ N CO) G01 EKED ❑ NO'M Y BUILC.1°.(� RTME.f�� AT cleared slopes. 7 PORCHu s u5-1(, 2 8 All TO 4 PI'.° FOR THE E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. 4� G}LLG':"'11iN01 li'JSPEC('IONS: Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until (� — ❑ �; .. c Rr DO NOT PROCEED WITH construction is complete. i. 170.1 ,ATi�V ONC R�C�JL-,L.D Q. Q FC)�2 POUnri� CONCRETE FRAMING UNTIL SURVEY F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The ,' OF FOUNDATION LOCATION 2. �OUC'! FR^.��"niltJC7 PLUt�1B NG QL O ,� T HAS BEEN APPROVED. construction entrance shall be maintained until the site is permanently stabilized.Any sediment tracked onto public roads to be _ 3. ;;,,;HULA I I�,v removed or cleaned on a daily basis. 0&17RUCTION (�F P'1 `1 . 1 �. Fi��L CG i.Tr,l.1CTIfJAJ MUST ��` -- 1' G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be O BE COMPLETE FOR C.C. (� `c,'t t"STe�C qp � 2 Q A11 CONSTRUCTION' SHALL ^°�EET THE PLUMBING vcan " protected from sediment buildup through the use of appropriate inlet protection. Slr H. Appropriate means shaill be used to control dust during construction. N REQUIREMENTS OF TNi✓CODES OF PJI:�! �,Ll-PLUMBING WASTE I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be YGRiC STATE. N1101. RESPOtJSIRLE FOR /,TG R LI_..=� I:VLR N' rf c TEST i;: 4=F O .�,COVEf?iieG cleaned and flushed as necessary. 0 C'C:�•: J OR COt'fS1Fi CllON ERRORS. o, J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections 7O -A G must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of �, ����d, elE✓rZe sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. _ -' •� OF K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and `l :¢: `' ' r` ;V'>, . O� �d COD'=S rh7 // p� C Q�.slnE E , ,�� ' ° ; £���s�jD'�rlOiJS GR th�'dry r°�'idc, �''''-;> 1502 toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as 1U ~' s• � .: � �� , DRAWN Y' shown on Site Plan along with the placement of dumpster's to control the buildup of debris. The contractor shall periodically O _ _- cr r�,�' ;... c' ,,.-a.... ;.��II: Ji.n vsr�r�l':� �'Q�);" ., rSt�, ;'�:J{, UT clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. �.�• --- -.. .-�__ `C4'. "�M^ ^_ ',"' '^ gip /A����rt�Tr'tic ,rc� CHECKED BY: I to The contractor will report an required modifications to the SWPPP necessitated b field conditions or construction activities to r ""' ~- BSc NS p Y q Y J the Engineer/Architect for revision of the SWPPP where appropriate. _..:,. �..,'� �,�, DATE: N SEPTEMBER 1,2015 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE ;rd> - SCALE: Construction materials shall include concrete wood forms, buildinglumber and associated metal attachments, recast concrete PLUiU/BCt? CEf iT/F/^Avo 1�� = 10' _ 01V septic/drainage structures„ prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and ON LEAD CONTENT BEr-0::�" ' (:1 siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor CERTIFICATE OFOCCUP!�I..'�s' SHEET TITLE: paving materials. Waste materials shall include demolition materials from the existing building structure, unused building materials and products, w SOLDER USED IN DATE^ TRUSS P vLK S(�c�'?+ Y��'STE'.f��.•,►�� 1ACARDING REQU"RE® SITE trash from construction workers meals and drinks. Project site shall have a dumpster that all waste materials will be temporarily ' ' '' �' - �. stored and dumpster shall be emptied weekly by a private carting company. O I .fl�(7 r'OO wE �� 11�� PLAN LOT1� Lrk -�I!D % CL Pr' ,�C ' C z SCALE: 1 " = 10,_0" USE IS UNLAWFUL p c SHEET NO: • ,�O,�W ` I s T C�R7"IF -� N60 41 1 �'�I � - U 1CAlE OF OCCUPANCY REMOVE EXIST. STONE XI5T. BILCO DR PAVERS AND STOCK EXIST. BASEMENT TO REMAIN PILE FOR OWNER'S REUSE STAIR ACCESS UP EXIST. GONG. BLK ( `, FDN WALLSI REMOVE EXIST. AREA- ___ ____ a 8 FDN VENT --------- EXIST. -- P co ' EXIST. 4" RIGID INSULU(5 BATH TVP. AT ALL FDN WALL>� EXIST. � °� ALL EXIST. FINISHES DOORS TO REMAIN / I EXIST. 5'-6" HIGH RAISED PLATFORM YiC SLAB I 1 �`�� I ' -----_-- EXIST. EXISTING BT MOVE EXIST. t EXIST. GONG. I i I i--------- i i BEDROOM Z BLK PIERS I I �- _-_-_- I I ALL EXIST. FINISHES BOXWOOD, BALL ,� / o J EXIST. STAIR— 3 I I TO REMAIN FOR TRAN5PLANTIW-7 � /� I -------- I I (5 LOCATIONS) !,\ O EXI5T. ♦�LINE OF BAY I I ________ EX15T MAIN DOORS I ~ v ININNNNN 1 ` p ELECTRIC WINDOW ABOVE --------- _--_-- ° a ' i � ® W EXISTING X PANEL EXISTIN Z 2oXIO FJ ® 16" or, N 1 2X10 FJ@) I r2" OG OLI o Ml 0 I / EXISTING T -1 �_�' pg W 0 Ask BASEMENT x AST. 5TL K W COL121-611 EX 15T I NG --------- F- I 1 MASTER EXIST. i I REMOVE EXIST. �- 1 1 v I BEDROOM --- -- CLOSET I I AG UNIT _� O LM EXIST. GO G. SLAB LINE OF EXIST. DECK—I� I /'� L---- j / ��� o r ----------- A EXIST. ES � ' ---- ABOVE TO REMAIN 1 I --------- ABOVE I I TO REMAIN °Q z1 u I ♦ I \ � INWWWW- LINE OF BAY ----i In WINDOW ABOVE I i 1 O / 1 > Q X ` 6'-6" 1 I REMOVE EXIST. C �0L4 2'-6" ' THICKENED SLAB AT MARBLE THRESHOLD oJ \� � _ c� I J. 1 1 EDGE OF GONG. SLAB 1 1 m �l PROVIDE #4I I _ BLUESTONE TERRACE EXI5TING ;� W E" I I REBAR a1:2 1 I REMOVE EXIST. Ul 1 I - 1 W/D $ PLUMB'& HW I VERTIGALLYI I ALL EXIST. FINISHES ��\ I __---_ _ _ I I 1 \\ TO REMAIN r r (/� LJ ✓4a-v i..'•,..r: « 1 I I ----------I I I I I ------____-- EXIST. 1 1 ,,� MOVE EXIST. ARA- r-7- ♦ r; I - I I _J I I I I I NEW G O'' 5Q X Ib" D NG. F--, CLOSET I Ir--- —� O Y 1 I I I WAFDN VENT \\ J I I FTG 8X16 PEDESTAL N I ,4 I - I I I I `� �� 1 1 1 O L EXIST. \ W 2X8 I 1 J71 1 I 1 `� °� i i W/D ` REMOVE EXIST. FURNACE �/r- -' L 1 I 1 EXIST. STOOP TO I I ��\\ y 1 WALL FINISH 111 I �� 11 W/ 5 L GOL CONT. TO EW DGER I 1 \ STL EAM AT RIDGE _- __L_ I REMAIN I ��\ I I WD FL TO REMA�I�i I -_j J WINDOW 1 ____ i I I ____ L_____J ♦♦ �I / W I I 1 L----___-_ I NEWJ-2 10 ` ( I / '.a r`.'.f l.1.. ".::>.rb•:•y•:,-r:.i; 1 ,� \J c � i EXIST. ELECT. - -'-''+-i X z I 1 I I I I I 1�^ ( �I l -- '--' ---- ' 5UBPANEL TO } I --------, .. .. 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WALL V4-4 .14: ITO REMAIN I m I I 1 Ilr Ili 1 1 I I I I I I I I I I I / 1 I W n u 1 }. 1 1 1 I I I 8 APPLIGANGE5* WD III 11111 1 1 1 1 1 1 1 1 1 1 11 (\ �_-- MATCH XIST. I6 W X 8 FTG I i L_________ I F' �- P f i i 1 LAM. FLOORING z< I I — I—r------------------- _ I �\ --------- IIII -U 4h - --- ------------ ----- ------ ----- --rr-- 08 Z- -------------------III----------------------------ILI-- -------------------------------- EXIST. GONG. ROVIDE #4 t iii ?p i i i i `gyp' E�-REMC{1 EXIST. N Q. M o BLK PIERS NEW 4-2X4 POST REBAR ®12"OC i iii I 1 I ------------------------ 1 i`y 1 . % W EXISTING o> I I Doom ,� O I to VERTICALLY "4" L I V I NG/DINING O W ' ' REMOVE EX15T.1 I i i i i 1 \ in J °a FROM ABOVE I i i � `"J W � � � �, o M WW EXISTING m D I I iii ROOM z 1 1 WALL i i i ni 1 z QC w J• w z x IIL--------------------------- ----- Ili IE MOVE E)KIST. 130 GR,�WL 5��-4GE I X 1 r--------------------------------- 1 rzX15TIN(:5 I � �n � Q Z LL Ilk--------------------------- ----- 111 INDOW p- �> �EX15T. 3'-6" HIGH 101 1 1 I I 1 1 w I 1 lu W• , o n1 REMOVE EXIST. BM OFF I G 1 rn -� 1 ul REMOVE ALL EXIST. FINISH I I I I In I 1 F- Z W_ RAISED PLATFORM I I I 2 COLUMNS. PROVIDE I I REM04d ALL EXIS �INISHES 1 \ N N o 1 I INCLUDING FAUX BEAMS, SHE - I I 11 �, Q W- x A 1 1 INGLUDi,I G FAUX B � 5 SHEET- O W/GONG SLAB 1 ROCK, ELECTRIC 1 I TEMP. SUPPORT PRIOR 1 W Z< F EXISTING EXI5TING �- 11 REMOVE EXIST. 1111 I TO INSTALL OF NEW 11 ROCK,(ELECTRIC, I I / v a 2X10 FJ � 16" OG 2X10 FJ a 1611 OG 0A 2X10 FJ ® 16 OG I if1 H --___--__`1----__--11--_--_-__ /� W p p l p , / LL /C\ WINDOW UNIT—�1 BEAM >X IIr--------------------------------- ----------------------------------IF------- i p �iJ N� I U------------------------------ ----------------------� I as/E-ERf51 E ASfN�--- 7 to to �• X15T. 5TL 1 ---- ----- I 1 I (FROM BEAM m9 EX15T1 NC7 4i I �" __-- I I I I I I 1 I EXIST. 4" RIGID INSUL 1 COL �- I GROWL 5fi�,4GE iii E545T. 5KYLIG�►T i i EXISTING N I I TO REMAIN 1 i i 1 1 1 1 iii REMOVE EXIST. u 1 1 DIN 1 NC7 ROOM REMOVE EXIST. 1 TVP. AT ALL FDN WALLS - ( I I II 1 I I I ul WINDOW X EXIST. GONG. 1111 L_________J 1 1 WALL I I I I I III 1 REMOVE EXIST. I I I I I I rn 1 BLK PIER III ---- ----------------------------J L----------------------------- 1 _ -----1 I NOTE: 1 (STING IY�IOOD In / --------------------------- --------------------------II I I FIREPLACE DOORS _____ I ' I I FINISH F OR TO 1i�EM�hIN � POST- NEW 4X4X1/4"I 4 BLUESTONE MANTEL i i - 5TL COL SHELF NOTE: EX15T G WOOD " i i i i /�/ o r• NEW 5TL COL F I N 15H FLOOR TO REMAIN Fw FROM ABOVE LNEW 4-2X4 P05T ---__ 1 1 I I I I 5 r y0 FROM ABOVE 1 ' ' ------- ------ ---- --- ii---- ' ' \ - G_" II > 11 1 i NEW 4X4X1/4" SROBASE3PLATE XI I 10V B5 1 0 1 ° SSTTLBA5E3PLATE5IAT i 5TL COL i i 11 I D ]moo UNI 1 1 I Irit a NEW 5TL COL ON FDN 1 EXIST. 5U6FL EXIST. 2X10 FL. $ WD FIN. FL 1 I r' 1 � \ I ' _ i I EXIST 3-2X10—� <—ExI5T:. 5-2X10 1 1 I i i ° �_J OJE T 1502 A I GUT �1T COL. GUT AST COL. ' ( I I I I I I N D om �'�1 ' I I ' ' �E o DRAWN BY: 1 i 2X6 SILL i t 1 1 1 I 1 �-/ 1 EX15T. GONG. SLAB I I I I .� NS 1 EA SIDE GUT SLAB FOR FTG i 1 1 i i ----� _ �-'' CHECKED BY: I NEW GONG. BLK 1 1 1 PEDESTAL PATCH AS REQ D 1 i i 1 I NS DATE: SEPTEMBER 1, 201 SCALE: OWN 10 El .R, SHEET TITLE: /\�/\//\/ .:;:•: ,1:'ti :N:;} .•{.,: \ //�� REMOVE EXIST. /' BRICK ?I GONG. \\/\\ \XK\ \ \\ \\ \\ \\ �� --;%� STOOP ' \/\j\/\/ D E M O L ITI O N M01(E EXIST. PLANTER EDGING BASEMENT T/F N ® 10 L STEEL COL. DETAILFIRSTFLOOR _ 1 SCALE: NTS PLANS SCALE: 1/4"=l'-O" SCALE: 1/4"=1'-0" SHEET NO: EXIST. BILGO DR UP UP LOCATION OF NEW AG UNIT --------- ° � EX EX EIF] BABATH TH O O� O O� AG EXIST. ELECTRI AL EXIST. FINISHES o O REM TO MAI o ' O, J71NEW 15" 50 BLUESTONE _- EX EXIST. EXISTING -__-__ EX EXIST. EXISTING EI—PAVIN& STONES- SET ON BA••r•�,,,,I I 1 —ll tJ BATH SAND BASE UJ � 1 -------- l I E 5T. ELECTRIC BEDROOM EX 11 __-- VI I V BEDROOM EX [:] w 1 1 EX EX I EXIST. STAIR I •i EX EX I ALL IST. FINISHE ALL EXIST. FINISHES z 1 O O O REM N EXIST. ELECTRIC AND BALCONY 1 O O T REMAI O �-------- 1 I �-------- Xi tX TO REMAIN TO REMAIN TO 5iEGOND FL i 1 I I �-------- I I , �-------- U.11 111..! 1 FIEI 11--------- EX 11--------- 12 5 11 11 A55UMED FL.J5T 0 W IN-------- il--------- 1:1 i- ------ EX i ------ 11 DIRECTION -- --.1 0 I mcm Z I EX l 10 I I ❑❑ W 1 EX I EX I HIGH HAT ATi 5 R l EX 1ST I NG _________ �� \ ROOF OVERHANG I EX 1 ST I NG < I T T I --------- I (n MASTER UP EXIST. MASTER --I / uP EX. CL. EXIST. 1 H BEDROOM ---,, CLOSET BEDROOM ----- CLOSET Q t EX. CL. O EXIST. ELECTRIC ` �' � l --------- � i ALL EXIST. FINISHES I TO REMAIN �. ; i `� i TO REMAIN . I — \� _-I-_' EW z TE RA C,E 1 i A55UMED FL.JST 1- TE RA DIRECTION 2X2 E5 EX \�\ \� l l l X A5 REG2UIREDSHOLD P 5 ON " i i O O 11_I GONG. SLAB I I z i RELOCATED EX 1 ST I NG ` �� I I I REMOVE EXIST. EX 15T I NG .00 W L-_________ EXIST. ELECT. 1 1 �_ ________ HATCH TO BASEMT BEDROOM Ex I I I BEDROOM - I I SUB PANEL 1 1 1 b PATCH FLOOR EX O EXIST. ELECTRIC i � ALL EXIST. FINISHES 1 ____J co _NEN CL NEW 5/D TO REMAIN i NEW 5H 4-PL- N(ALK_I N TO REMAIN r- ALK- O _ LOS 0 L05ET s ;� L GM REMOVE EXIST. / N I EXIST. GONG. E IST. WD FIN. ' REMOVE EXIST. I CHANGE IN GLG ' WINDOW d INFILL STOOP 4 6 SHELVES WINDOW 4 INFILL - OPEN' RAILIN5 OPEN' -------------------- N - VERIFY EXIST. - ♦ ♦ / - i DAT HDR SIZE LUSHv q 1 „I PANTRY 4-5 8-I I REMOV EXIST. !i'ANTR II �� ,.. t` l i l , `♦\ PH -- L 1 P05T- N1EW 4X4XI/4" ;%Y. 01NN ' ENTRY I i _ ♦ , ENTRY 111 STL 00L-5EE DETAIL ---- B � __. ,' I �.._ _ � ♦ NEW 4-2X4 POST 1 I 1 '%:% %;-:: 1 `� ` . 1 I SHEET I I _ - ��� - ''------- i i \`\\ \�♦ r L�, �/ \\ ----- EXIST. WD FIN. FL lel l r I = - SWITCH POR FUTURE 4�� 4 I EXIST. I t l�! ♦ `� / NEW LANDSCAPE LIGHTING I EXIST. I I I I TSL _ 1 >n Ll MAINTAIN EXIST. t i l U D 1 SKYLIGHT i LA ND Y I SKYLIGHT 1 11 I SWITCHES TO 1 �� �� I I ' I I I rtb- EXTERIOR FIXTURES L_________j � � 4 22L_________j P GK T REllti -� o2f Z �\ MICROWAVE I l R/P '/. „ 1; ❑ Q FLOOR OUTLET I 10 I I % /i I - i-, i I I- 1 ♦ , - - -- AT UPPER GAB 1 I I � 1 � VERIFY EXACT i i 1 � 1 ♦ I II L_______________ _ -- LOCATION1 W/ 1 1 I I ♦ 1 I I r I ` `. r I ISI EVALUATE CONDITIONcq OWNER I i ► �� EIE] -r 11 i i P05T L: % o I ,-+ _ 1 UNDER GAB. C �p III INEW 4-2X4 % 1/moi , a cl I I OF EXIST. FIN. FL AFTER = I tri w 11 p r r 1 1 I �G N L I LIGHTING t- i i REMOVAL OF LAMINATE O ISI , K I TGHEN „ REM W J W Z X i r I I 1 3-2x4 N ilI H FLR AT OLD KITCHEN T I ' I EXIST FL E a ua r' / ll T D GLG I N II /t L I I NG AREA i i `� r 11 POST LIVING AREA 11 — N 1 CATHEDRAL GLG I jj WIN W INF L W. w N 1 m 'I' X DINING AREA �i i I� W/BEAD BD GLG I'% OPE G M a 1 1 w I / a N o D I NI I NG AR,5A I-'7 I EXIST. WD FIN. FL XII pill 1Q ''/ CATHEDRAL GLG i i , ' I wJ --� �t ISI EXIST. WD FIN. FL - I I i;-% W• N x M GAtTHEDRA GLG 1 CATHEDRAL GLG �u -1'' v Y r �' I ' i 1 • O W/BEAD BD GLG 1 I ? CATHEDRAL GLG //i; v r i �� ♦\ / I O O ; i i O W/BEAD BD GLG = r111 w % 1 O O O - Q F-• v FLOOR OUTLETI i i l -- ---- --- - ----I - ' I l NEW 5-2X4 POS - - *_ t—EX15T. CHIMNEY EXIST. CHIMNEY EXIST. ASPHALT 5HINGLE ROOF SHINGLE ROOF EX EX E EX O EX EX EXIST. SHUTTERS - EXIST. WEXIST. SIDING TO REMAIN WINDOWS EXIST. TO REMAIN(TYF) TO REMAIN (TYP) `�' EEXIST. CHIMNEY \-EX15T. SIDING TO REMAINEX15T. ASPHALT EXIST. ROOF DECK � 5HINGLE ROOF 4 RAILING EXIST. ASPHALT BEYOND\ rpWlNry E SHINGLE ROOF ALIGN OVERHANGIII[-]-]-TTI ♦♦^^ W/ EXIST. EXIST. MASONRY i v♦ Lu �e EX EX EX MATCH EXIST. I' �� NEW DR AT FIREPLACE NEWS . GL. D i i W SLI CLAS REMOVE EXIST. OVERHANG LAUNDRY RM W/TRA M OORS N50M i 5L GL DR O 0 EXIST. STAIR NEW 5/4X4 8 ROVE i NEW DBL HUNG 4 TO REMAIN CASING O O O MOVE I T. PICTURE WINDOWS NEW CEDAR EXIST. BENCH REMOVE EXIST INDOW W/5/4X4 CASING EXIST. WINDOWS SHINGLES ON ; (TVP,) SLIDI GL D i NEW CEDAR SHINGLES In Iddiffimilk Z ADDITION ONLY �— �— i EXIST. RAILING EXIST. BILGO TO REMAIN (TVP.) � DOOR 06 Lu ---------------- ----- -- i i --------- ----- ------------------ ------------------------- _ _ STUCCO FIN15H ._ cn Iff- NEA LAUNDRY ROOM ADDITION O O TH - ELEV/'_'kT10N PARTIAL SOUTH EA rk SCALE: 1/4"=1'-0" Q NOORTHELEVATION- SCALE: 1/4"=1'-0" > SCALE: 1/4"=1'-0" Q z _ EXIST. BEAM W/ W (j NEW IX CASING 1/2" GYP BD EXIST. CHIMNEY O _I I__ _ W/BEADBOARD =Am (/) PANELING EXIST. ASPHALT SHINGLE ROOF C r 4 it Vii,%, - ---- _ TTT EXIST. CHIMNEY L EXIST. SIDING TO REMAIN EX -— ---- -- EXIST. SKYLIGHTS EX15T. ASPHALT SHINGLE ROOF 00 ®®® �� i;j j%r- EXIST. ROOF OVERHANG T ------------------------------- r EXIST. COVERED ` NEW DBL HUN i J Y 0 WINDOWS - INFILh , DECK a EAST ELEVATION at KITCHEN OPEN'G AS REQ' EXIST. RAILIN w W z X EXIST. SHUTTERS PATCH SIDING i i = a m LL SCALE: 3/8"=1'-0" TO REMAIN(TYP.) 5/4X4 CASING O O O W' w EXIST. BEAM W/ FEXIST. SIDING TO REMAINS I a N c� * NEW IX CASING i i W. N 5/4 x 8 PLATE WEST ELEVATION SHELF W/ WD n �� �N��OF 4t, MOLDING BRACKETS d IX8 SCALE: 1/4 _—1 -0 APRON 4 GROWN EXIST. GHIMNe!Y OPEN TO LI\/ING/DINING—/ 0 s_"` .•f;i,a AREA BEYOND � dJ s r EXIST. ASPHALT X4 GA51 NG x»953 , GRoot= W/BAGKBAND �cD T� ! % ROJEC 0. i;!,;, - :: ,, ' J B 1502 EXIST. CHIMNEY 4EX EX EX DRAWN BY: 4, �EX15T. SIDING TO REMAIN NS WEST ELEVATION at KITCHEN NOTE: ALL KITCHEN AND LAUNDRY CHECKED BY: 1/2" GYP BD SCALE: 3/8"=I'-o" ROOM CABINETRY BY OTHERS Ll W/BEADBOARD EXIST. ASPHALT DATE: PANELING PLATE SHELF SHINGLE ROOF SEPTEMBER 1, 2015 IX4 CASING-TYP. EXIST. ASPHALT scAL 1/4" — 1' _ 0" 5HINGLE ROOF _ 6 T WEATHER SHEET TITLE:jjVii r�T PICTURE EXIST. COVERED B U I L D I N G / WINDOW POCKET TTT �------� DOOR MicRo T/.. TO %' D EX 1 EX ELEVATION LAUNDRYp i i ROOM 1 E ------ L------- —� NEW LAUNDRY I I 1 �j-< ROOM ADDITION 5 / —G-0. y ____oTi NEW STOOP AT' SHEET NO: PAVERS /d/d/l/l/a El 11 A/d/d/d I k__ /.., EW DBL HUNG WINDOW CEDAR 5HINGLE5-6" TO WEATHER SOUTH ELEVATION at KITCHEN ELEVATION at AST ELEVATIOPI"mm STUCCO FIN15H AT FDN NORTH ELE KITCHEN SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 1/4"=l'-O" EXIST. ROOF BEYOND EXIST. 2X RAFTERS W/ SPRAY FOAM Ew RUBBER MEMBRANE INSUL-R-30 MIN. 4 ASPHALTS NGLES RE EXIST. 2X RAFTER NEW ASPHALT SHINGLES— .z< t >> ROOFING ON 3/4/PLYWD W/ SPRAY FOAM " OVER NEW FLASHING = ' :.,, 5HEATHING IN5UL-R-30 MIN. RUBBER MEMBRANE ROO x NEW 2X10 R.R 16 OG I/2"/FT ;. ; ON 3/4 PLYWD 5HEATHING TAPERED . :: •. r {' ��';�,:'.,;: ,r:: NEW 2X10 R-P, a I6"OC � ' ..�:..: . --z�:�:�:�;• �:>::.::,;. . , ALIGN FASCIA ALIGN FASCIA :> �• EXIST. BM W/ :{• .h W I X WD GAS I NG XIST. � GUTTER w/EXIST. .$,. - ; TTER 4 GU W/E .,,.,,,�. . .{ 3`:..: .., . 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LAUNDRY ROOM L I1lI NG ROOM NEW CEDAR SHINGLES NEW KITCHEN AREA POOKET DR X O KITCHEN ON BUILDING PAPER X NW ( ORMR 01=1=I G ) + T ROOM 1/2" GYP BD + LAUNDRY fi�00M - z SEE INTERIOR ELEVATION I/2" GYP BD SEE INTERIOR ELEVATIONS NEA DBL HUNG WINDOW YV O EACH SIDE O }- # SHEET #3 NEW DBL HUN O F- L_ SHEET 5 EACH SIDE NUJ 5/4 CASING � WINDOW IN NEW � u- R-I S BATT INSUL � - �o X � v IX4 CASING W/ w OPEN'& W Z 00 BAGKBAND XIST. 2X4 STUDS W THICK POURED CONCRETE FOUNDATIION �' O '. YV/ R-11 BATT INSUL WALL REINFORCED w/ 2 #4 REBAR SET 12" Q R-15 BATT INSUL W (SOUND) Dowty"FROM TOP OF WALL. WALL TO DEAR W w/IR-11 BATT INSUL IX6 BASE W/CAP ON I6 WIDE x 8 DEEP GONG. FOOTING NEW CEDAR SHINGLES L- REINFORCED w/ 3 #4 REBAR SET 2" ABOVE L- (SOUND) EXIST. 2X4 STUD ® W NEW TILE FL ON BOTTOM OF FOOTING. PROVIDE DAMP W/ SPRAY FOAM NE CEDAR SHINGLES Z ON BUILDING PAPER 4 MUD BASE ON PROOFING, As REQUIRED BY CODE. NEw TILE FL ON LIGN TILE W/EXIST. INSUL - R-Iq MIN. ON BUILDING PAPER 5/8 PLYWD SHEATHNG EXIST. WD FL MUD BASE ON Q 06 3/4" PLYWD SUBFL TO REMAIN NEW 4" REINF. GONG 3/4" PLYWD SUBFL YY�IDD FINISH FL EXIST wD FL 2X4 STUDS @ 16"00 PLA,A�B W/BLUESTONE W Ej EXIST. DECK '_ STUCCO FINISH E Cj) EXIST. 2X10 FJ I$ INSUL—� �.': •'� '••• N— EXIST. 2X10 FJ 4 INSUL T Z 2XMAJ 8 FL. JSTS ® 16' OG 2X8 FL. JSTS @ I6"MM41MM41 OG Q -Iq BATT INSUL EXIST. FDN _ -19 BATT INSUL O rtoo WALL EX I ST I N(7 f ` ' :• :` �/ / 5/8 x 12 ANCHOR EX15T.6RADE F EXIST GRADE .'• NEN \/' \/ •••'.:. g�f \ \\ BOLTS w/ NUTS AND 15 8: CRAWL SFAG BASEMENT / / / wA5HER5 AT 32" 0/C. TING / Q EW ACCESS / / NEW CRAWL SPACE DRS TO CRAWL \ \�\/ •`• .. . NEW 2 GONG. SLA ,•. EXIST. FDN EXIST. FDN \ \ o • SPACE ...` /\\/ : .: CRAW SPACE WALL EXIST. GONG. SLAB WALL O EXIST. GONG. SLAB - ;• NEN 2" / / / Z = \ \ \ \ \ \ \ \ \ \ \ \ \ \ uj / / / / / O EXIST. FDN / / / / x,/, WALL \ \ \ \ \ \ \ \ \ /� XIST. GONG. z 141 \\ \\ \\ \ \ \ \\ BUILDING SECTION EW SPRAY FOAM \\ \\ INSUL R 50 MIN. SCALE: 1/2"=1'-0" [BUILDING SECTION EXIS7. ROOF STRUCTURE EW SPRAY FOAM SCALE: 1/2"-1'-0,. h�,J': :.{:,::.>, � INSUL-R-30 MIN. - ;; :;.:, ,{{.>,:.:::�;,� �>� -� .,.f:;. . ff ASPHALT SHINGLES .;,1. EXIST. ROOF STRUCTURE $ASPHALT SHINGLES".,,� 1. ;:.�,>. � •'. : ;<t• ` EW w 14X38 5TL R-141 SPRAY— EA Z• W/ BLK'G CASED ', FOAM INSUL ,. .> \---BEAD BOARD PANELS EXIST. RAKE M 5: IN 3/4" MDF a" Q c " OVER 1/2" GYP BOARD OVERHANG N EXIST. OVERHANG ;::::; : ;::�;< ;:, :;, ;;•. . J IX4 FLAT BATTEN .. ' ,>::'.,. . c - s WEDGE MOLD ON BEAD BOARD PANELS " •., OVER 1/2" GYP BOARD W J 0 '' EACH SIDE -TYP � Z W a SEE REFLECTIVE CLO PLAN - SHEET#5 IX4 FAND KITCHEN LAT BATTEN TPYI GAL AT LR/DR CLS _ EXIST. HEADER ANTHONY 'POWERI SEE RE LECTIVEG W � o NEW 5/4X4 GASI NG BEAM WEDGE MOLD ON PLAN - SHEET #5 GLG W a N U EACH SIDE -TYP r NEw PLATE SHELF Q ' OPEN TO W/BRACKETS - SEE HUNG EX 15T I NG INTERIOR ELEV. k � N• NEW DBL HALLWAY wlNDow L I�I NG/DINING NEW K I TCH�N AREA POCKET D (FORMER OFFICE) ROOM O LAUNDR SEE INT. ELEV. - SHEET #3 EW CEDAR 5HINGLE5 ROOM >: ON BUILDING PAPER NEW CLOSET DOORS NEW 1X4 CASING W' EW 1X4 CASING EXIST. 2X4 STUDS ��o�sT t'x i' W SPRAY FOAM / BAGKBAND "ACKBAND INSUL - R-Icf MIN. NEW IX6 BASEBOARD 1X4 DR. CASING ` W WD GAP 4 5HOEMOLD W BAGKBAND EXIST. WD FINISH ' FLOOR TO REMAIN EXIST. 2X4 5TUD �F� :ac W SPRAY FOAM EXIST. WD FIN. FL ,F INSUL - R-IQ MIN. b L EXIST. 2X10 FJ $ INSUL ! -EX15T. 2X10 FJ 4 INSUL 1502 DRAWN BY: NS -XIST. 3-2X10 XIST. 3-2X10 EXIST.GRADE EX I ST I NCS TO BE REMOVED CHECKED BY:NS CRAWL S�AG� EXISTING NEA 3-q I/2" LVL EXISTINC� EXIST. / / / DATE: EXIST. 3" 5TL COL BASEMENT CRAWL SPAC ST. FDN / / / SEPTEMBER 1 2015 EXIST. FDN WALL EXIST. GONG SLK. PIER WALL ' \ \\ \\ \\ \\ \ \ \ SCALE: GONG. 51-AB 1/2" = 1' - 0" SHEET TITLE: \\ \\ \\ \\ \ X \ \ \ XX / EXIST. GONG. BLK //XA/ X// /YNALLS SLAB \/\/\X/ \ \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ ABOVE"'/ \ \ \ \\ \\ \ \ \ \ \ \ \ BUILDING SECTIONS X/ IF \\ \\ \\ \ \ \ \\ \ BUILDING SECTIO SCALE: 1/2"=l'-O" 4' SO BLUESTOvr_ X T. GUTTER R5 ON 4" EXIST. OVERHANG SLAB 1ol PARTIAL SECOND FLOOR 1 RE OVE EXIST. OVERHANG5 I IIMW - � II o I 1I i I EW WALL BELOW . 7-.7 ;••:I• 1.'•t,'._ .;r' I.I' 5/4 X b TOP RAIL NEW ALUM GUTTER i .• ,'.`i- TO MATCH EXIST. EXIST. EXT. WALL LATTICE PANEL EXIST. SKYLIGHT I I r;I.`. :.Rl�I�E��1�`�.1•`�EMtB 'I`�E �"; `•..r:1 X4 P.T. P05T5 X4 P.T. POST aL ?D;51=1Yt#11G.:: CONNECT TO EXIST. V� Fill T- 7:.{. I I X4 T*C7 PANEL DOWNSPOUT 0I I -• . - O II O 4" GONG. SLAB W/24" Sa BLUESTONE OUTDOOR SHOWER PLAN p W REMOVI~ EXIST. ASPHALT I I SCALE:1/2"=1'-0" Z EXIST. ASPHALT I I PAVERS SLOPED TO p SHINGLE AND PROVIDE I I 5/4 X b TOP RAIL SHINGLE ROOF--\ 1 1 DRAIN I I MTL FLASHING A � � EXIST. FL STRUGT. 2 X 6 BOT RAD- NEW ASh=HALT SHINGLE I I _ _J W I ROOFING TO MATCH A I I tt OQ EXISTING '�F II II ZLLI EXIST. FDN ALL O W EXIST. SKYLIGHT I I \/\\X/K\\/�\\/�\� \/-, \\ / o X 749PANEL 0 \\ \\ \\ \\ \\ \\ \\ \ \ \ \ EXIST. 5HINGLE ROOF--\ i i \//\/ //\\//\\//\\��\�\\��\ \\/ \\ \\\ O O EXIST. CHIMNEY I I \\\\\\ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\/ z _ I iI = uj W r--------- ----------------------------------------------------- -- ---------J I I IJm co 1 I I O OUTDOOR SHOWER DETAIL 1 I I OUTDOOR SHOWER ELEVATION ,>,,,,,; SCALE:1/2"=V-0" 1 II THIS AREA ONLY SCALE:1/2"=1'-o" REPLACE EXIST. SOFFIT I YV/ BEADED BOARD TO MATCH PORCH EXIST. ASPHALT I I REPLACE EXIST IX6 FASCIA SHINGLE ROOF---� i i REPLACE EXIST GUTTER TO CASED STL BEAM \�l MATCH EXISTING I I I I 1 I I 1 1/2" GYP BOARD II ---------------------------------II IX4 CASING YV otS Z BACK BAND Q a I�TI Ll f I-1-�f7T-I BEAD BOARD o ° to PANEL ON 1/2" W —J• Lou Tl A L wKm% 00F L GYP BOARD = W• m LF . SCALE: 1/4"=1'-0" TV a N0 M O O O ----- W• N V n cl 1 Q N• 5LIVIN& GLA55 1/2 BATTEN AT EACH DO - TYP. y END WALL OF LR/DR CASED 5TL BEAM + EXIST. NEW WD MANTEL FIREBOX AT EX15T FIREPLACE ®I �" o'- nr:g^f ❑ o� EX15T. RAISED HEARTH K/EXIST. BLUESTONE 8 NEW WD PANEL BELOWt'iJ , BEAD BOARD PANELS (( IX6 FLAT BATTEN EXIST. OVER 1/2 KEDGE MOLD EN SKYLIGHT AND GYP BOARD LIVING/DINING ROOM INTERIOR ELEVATION oAT LR/DR GLG E � „9 31 G� AND KITCHEN GLG SCALE:3/8"=1' 0" s G EACH 51 DE -TYP IN LR/DR AREA 111111111117117-71 DBL HUNG WINDOW R NO: KIX CASING d 1502 DRAWN BY: FM NS IX4 FLAT BATTEN CHECKED BY: KEDGE MOLD ONNS CABINETS BY OTHERS EACH SIDE —TYP IN KITCHEN DATE: SEPTEMBER 1, 2015 I SCALE: CASED EXISTING BEAM p OD AS SHOWN SHEET TITLE: IX4 CASING AT EXIST. `A SKYLIGHT SKYLIGHT I I FRONT LOADING WASHER -- _ W D 4 DRYER ON PEDESTAL o misc. m DETAILS BA5E CABINET BY OTHERS SHEET NO: Rom"" LAUNDRY ROOM INTERIOR ELEVATION EFLECTIVE CLG PLA N at LIVING/DINIRIIMOG & KSCALE:3/8"=V-0" SCALE: 1/4"=1'-0" WIND-BORNE DEBRIS PROTECTION FOR OPENINGS Iq 07 3 STRUCTURAL REVIEW BY STEVE MARESCA, PE FOR WALL OPEN I NCS PROTECTION OE 120 MPH 3-SECOND WIND GUSTS 188-0'7 1NE5T MONTAUK H 1 GHWA`I', HAMPTON BAYS, NY I I cI46 ( MAXIMUM MEAN ROOF HE i CHT: 55) SIMPSON LSTA - 20 6A6E PHONE 651 -725 X480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° E a EACH RAFTER N VIEWIOF STRAP. CLASSIFICATION DESIGN CRITERIA: r � I o ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY 1 REQUIRED - 24 FROM EDGE DES 1 GN IN ACCORDANCE WITH AMERICAN N.T.5. .a' ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 410 WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 25/5:211 (5/411) APA 5PAN-RATED 48/24 SHEATHING GRADE PLYWOODALTERNATE POSITION OF I \ HEIGHT PRESCRIPTIVE METHOD \ (OVERLAP AROUND OPENINC75 4") I 1 . HURRICANE CLIP USE 55' -OII MAXIMUM GROUND SNOW LOAD - 45 175F.A55EMBLY: I, SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSF. L.L. O #10x3" (wLIVING AREAS - 40 PSF. L.L. O/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL '.. WOOD SCREW ® I(9" D.G. I I o - SIMPSON H2 HURRIGANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH � Lu MACHINE BOLT ® 12" O.G. a 1 T5 -- 8d NAILS EACH RAFTERS SEISMIC DESIGN CATEGORY - B RESIDENCE: WEATHERING - SEVERE z Z APA RATED PLYWOOD TO FROST LINE DEPTH - 36" 0 s 1 a EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE. NAILS a 4" O.G. AT P \ I EXTERIORHEATHINED&E OF ALL TERMITE - MODERATE TO HEAVY TYPE OF CONSTRUCTION DECAY - SLIGHT 00*0C ONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REOUIRE - D YES 0 I CONSTRUCTION Z Lu LTIPLE SECTION A55EMBLY: 1/4" THICK BOLTS a 2' 00 Q II 1i GENERAL NOTES z I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY on 1 1 I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I I I I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Z PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN ��-' 1 =' I�-' BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 0 I I I MINIMUM 28 DAY 5TRENGTH OF 5000 P51 CONSERVATION CODE. 1 I i I I SIMPSON M5T2 7 0 1 1/2" WIDE - 20 &ASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL ~ J I i I I 1 I 1 METAL STRAP ®48 oc. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. O 14' 1r, 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE _ A'S S E M B LY I I I I 1 , 1 1 DOUBLE TOP STAIR AND FLOOR OPEN I NG5, P05T5 AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. Q I- SHUTTER 1 2 x b 616" O.G. PLATE I I I STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE N.T.5. I I I GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM O FOR PANEL SPANS:4' OR WIDER SPAN �'' d'' r' 5. BRI DG i NG TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 3/4" DIAMETER. 1 I 1 I I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. II II 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/52" APA 5PAN-RATED 48/24 5HEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE (OVERLAP AROUND OPENINGS 4") 1 I 1 I INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. 2x4 STRONG-BACKS 24" OG I.j. 1,1 ' AROUND SILL PLATE 4 - ad NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AT ANCHOR BOLT FOUNDATION HAS BEEN DE516NED FOR A SOIL Icf. DO NOT BACKFILL AGAINST FOUNDATION WALL5 A55EMBLY: 1 1 1 1 SIMPSON M5T2"I BEARING CAPACITY OF TWO (2) T517 AND GRADES UNTIL FLOOR 5Y5TEM INSTALLATION 15 COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I METALVSTERAP®48 00. LESS THAN ITI CONTRACTOR SHALL VERIFY THAT 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL THESE CONDITIONS ARE MET. ALL FILL BENEATH 5TAINLE55 STEEL WOOD SCREW ® 12" O.G. I,r' AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ �'.'�IL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO g5gb :•-�;':' 8d NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3" (w/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL WOOD SCREW 16" O.G. '''' 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ay ; 2 x 6 SILL PLATE ON EACH LEVELOF DWELLING A5 REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) :•,_#.',.i; Aca TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER ca Z MACHINE BOLT ® 12" O.G. '' `::?:. ;r BY TRIPLE UPRIGHT5. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. SEE FOUNDATION DWG. ,':� '; MINIMUM OF 2-2X8 OR A5 5HOWN ON DRAWING. N Q a FOR DE516N. 5/8 x I2 A.B. 048 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION To ,_.`'•,e;'-;:',t.; w/FENDER WASHER' 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS - GLAZED OPENING 1y M j' PENETRATIONS ONS NOW REQU I RE5 THAT ALL SLEEPING ROOMS I N THE W -� ~ } q. PROVIDE FLA5HING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 z 2< ; U. PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. = WIN M ' a I N ACCORDANCE WITH LARGE M 1551 LE TEST OF a N " ASTM E IcIQ6 AND OF ASTM 1886. AND DECKS ETC.. W• N 6 CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES ALSO APPLY TO ACCESSORY cn IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. Q F-• 6 PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD cn ALIGN WITH WINDOW JACK P05TS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBG CHAPTER #2304.q.6 LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4 OF NAILING SCHEDULE FRAMING NOTES ��G� ��� o I. ALL FRAMING UM L BE GRADE STAMP TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANWAL, AMERICAN FOREST LUMBER SHALL ED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4 >-.,.•,,.s 4 PAPER A950CIATION DDODUGSLRAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.G. EXTERIOR EDGES AND 6 d (9) 12" o.c. ,/ or '° ° 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZE5 INTERMEDIATE. cs � ss � 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I, 5/8" � h MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. ROE NO: 1502 o (Io O CEILING JOI5T/TOP PLATE 5-56 (TOE NAILED) 3. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, CEILING J015T/PARALLEL RAFTER 7-I6d (PAGE NAILED) EXPOSURE I, 3/4" MIN. THIGKNE55. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY: CEILING J015T LAP5 OVER PARTITION 7-Ibd (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT COLLAR TIE/RAFTER 2-5d (ea. end I-I/4" s wrap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-8d (TOE NAILED) �� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS o to RIM BOARD/RAFTER 2-Ibd (END NAILED) 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED W1TH DOUBLE UPRIGHT5, q'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER D TOP PLATE/TOP PLATE 2-16d (FACE NAILED) CONNECTIONS. ATE: ° TOP PLATE AT INTERSECTIONS 4-ibd (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A SEPTEMBER 1,2015 a MINIMUM OF 2 2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h STUD/5TUD 2-Ibd (PAGE NAILED) SCALE: HEADER/HEADER 16d (PAGE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI 5ERIF-5 WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) AND FLOOR BEAMS A5 PER N.Y.5. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDER5 AND 0 0 51-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR SHEET TITLE: to < o <,4s BOTTOM PLATE/FLOOR JOIST 2-Ibd CIRCULATION(FACE NAILED) IN ROOFS. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ° JOIST/SILL, TOP PLATE or GIRDER 4-5d AS PER MANUFACTURERS RECOMMENDATIONS. WEB(TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENING5 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND GABLE ROOFS BRIDGING/JOIST 2-8d (TOE NAILED) stabs etc. ) OR A5 NOTED ON DRAWINGS. h BLOCKING/JOIST 2-8d (TOE NAILED) BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" NOTES & BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL o O 100< o <,4s LEDGER 5TRIPBEAM 3-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE AND ERECTION OF loo o �3oPARTITIONS OR A5 NOTED ON DRAWINGS. DETAILS J015T ON LEDGER/BEAM 3-5d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS PROVIDE ad COMMON NAILS ® 4' 0.0. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND J015T/SILL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. loo o ('so o PLYWOOD ROOF DECKING 8d (P4" O.G. ED6E5, oV' O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP 5HEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ab" D.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5UBFLOOR DECKING Sd o6" O.G. EDGE5, ®112" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL 0E GALVANIZED. GON5TRUED AS A CONTRACT BETWEEN BUILDER AND OWNER.