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HomeMy WebLinkAbout44495-Z ao�OS11FF0I�'CpGy� Town of Southold 4/30/2022 0 P.O.Box 1179 53095 Main Rd Pyjj�1 4.9 Southold,New York 11971 C CERTIFICATE OF OCCUPANCY No: 43028 Date: 4/30/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 55255 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 44.4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2019 . pursuant to which Building Permit No. 44495 dated 12/9/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: conversion of existing accessory garage with second floor apartment to first floor unfinished, non-habitable, storage space, unfinished,non-habitable basement storage and second floor apartment with deck(over first floor patio)and staricase as applied for per ZBA#7396, dated 11/19/2020. The certificate is issued to Howell,James&Tartaglia,Anothony of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44495 10/15/2021 PLUMBERS CERTIFICATION DATED 7/20/2020 Milliam Gr ler tho igna nature FF .4- TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE �y.• 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#: 44495 Date: 12/9/2019 Permission is hereby granted to: Terjanian, Misak 6 Louis St East Hanover, NJ 07936 To: make alterations to an existing nonconforming accessory building (garage/apartment) as applied for. At premises located at: 55255 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 44.-1-9 Pursuant to application dated 11/25/2019 and approved by the Building Inspector. To expire on 6/9/2021. Fees: ACCESSORY $157.60 CO -AC SORY BUILD $50.00 Total: $207.60 Building 1, spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 7654802 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: L ' 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$15.00 Date. i I 14 e q New Construction: Old or Pre-existing�Building: (check-one)- Location of Property: v House No. Street H\\inlet 99 Owner or Owners of Property: c )CWn� 4 A "C-Ind4 QtJr`t'P�C/�l 0. Suffolk County Tax Map No 1000,Section Block l Lot Subdivision C Filed Map. Lot: Permit No. J Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 6c) pplicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, ��► �Sa�J`e 11 residing at qNO (Print property owner's name) (Mailinh Address) 1�S do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner' ignature) (Date) (Print Owner's Name) pF SO!/l�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� Q sean.devlin town.southold.n us Southold,NY 11971-0959 ,� • �O y oIyCOWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Howell Address: 55255 CR 48 city:Greenport st: NY zip: 11944 Building Permit#: 44495 Section: 44 Block: 1 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Gas Oven, Mini Split w/ 3 Blowers, 200A Panel Notes: AS BUILT NO VISUAL DEFECTS " Garage and Apartment Above Inspector Signature: ( Date: October 15, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road t Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959• BUILDING DEPARTMENT TOWN OF SOUTHOLD GE-R-T.IFICAT.LO-N Date: 71120 Building Permit No.,^ / `l -! !I Owner: (Please print) _ Plumber• (�kJ.✓�;. �A,�����1,......_ ���..- � ..... _ �, _ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Swom to before me this "90 - day of 20 9, 0 .fes Notary Public, aoa-. ► "' 10i OF SO�TyOI�� 1 # TOWN OF SOUTHOLD BUILDING D EPT. 765-1802 INSPEC. ION I ] FOUNDATION IST [ H PLBG.' 7 bro V*N� [ ] FOUNDATION 2ND I ] SULATION/CAULKING I ] FRAMING/STRAPPING [ ] FINAL I ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY [ ] FIRE RESISTANT CONSTRUCTION INSPECTION [ ]� FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC I ] CODE VIOLATION AL (FINAL) I ] PRE C/O REMARKS: _ c DATE INSPECTOR t a SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. caurm��'' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: 4o M- wAo DATE ' INSPECTOR r ` ho��pF 50G yob ��� ��\�._ L7 t' •' # # TOWN OF SOUTHOLI BUIL ING DEPT. 765-1802 -INSPECTION r [ ] FOUNDATION 1ST [ ] ROUGH PLBG. i [ ] .FOUNDATION 2ND [ ]_ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE'RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) ILA ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: dlneA VACC' lip DATE -"7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. `ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ _ ] -FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] 'FIREPL"ACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nct �1 y red p a 'D 70 0O . ! DATE 4ok"WWp 0 INSPECTOR SO(/T 5�57z? 5-5, ,�,�-� OE # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 _A N-SPECTION [ ] FOUNDATION 1ST [ ].. ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING R, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1� 1� CCS O r DATE INSPECTOR qOF so _ �o� o� # TOWN OF SOUTHOLD BUILDING DEPT.-m- 765-1802 EPT.m765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [XINAL SULATIOWCAULKING FRAMING /STRAPPING -W04 )dVtjf P&,V W ` ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] COQ VIOLATION [ ] PRE-C/O . n REMARKS: _S �o � I7� DATE INSPECTOR OFSOUT'yo� H Vl Lf V . # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INS-PECTION [ ] FOUNDATION 1ST [ ] ROUGH, PL13G. [ ] 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 REMARKS:- DATE try INSPECTOR ARCHITECURE Operating Business Address:1075 Franklinviile Rd,Laurel NY 11948 Brooklyn Office:450 950"St,C9,Brooklyn,NY 11209 LL Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 E C October 21, 2021 OCT 2 8 2021 BUILDING DEPT. TOWN OF SOUTHOLD Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE:Anthony Tartaglia 55255 North Rd Greenport NY 11944 BP:#44495 To Whom It May Concern, Based on my inspection at 55255 North Rd, Greenport,the footings for the accessory building deck were installed per NYS Building Code. The following items have also been updated per your request. 1. Covered exposed paper on insulation 2. Added guard and graspable rail to basement stairs. Please contact my office if you have any questions. Thank y 7 Anthony Portillo, RA ,r' s'a.'"�!J�"•7 I`i'i, pfJ.�`v .Y ��b ARCHRECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 E C E October 21,2021 OCT 2BUILDING DEPT Southold Town Building Department TOWN OF SOUTHOLD P.O. Box 1179 Southold NY 11971 RE: Anthony Tartaglia 55255 North Rd Greenport NY 11944 BP:#44495 To Whom It May Concern, Based on my inspection at 55255 North Rd, Greenport,the rough plumbing, insulation, and framing of the house were all installed per NYS Building Code. Please contact my office if you have any questions. Thank yo Anthony Portillo, RA ✓��r"rr.�J Vii^/a, i'•1 1�V5'�'� ;r?,t \„ 7 i �f t FOUNDATIONAR w ---------------------------- • • : INSULATIONPLUMBING 1 . ENERGYSTATE •D ,A WE �1 � .. - MA 1 D I T 10 N •— • u©® -� #mI I 1[�1V'lfi�l��a �1 ,AW" J'� �� Wall % v f 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 Southoldtownny.gov PERMIT NO. YS� Check' Septic Form N.Y:S.D.E.C. Trustees C.O.Application Flood Pemgit Examined 20 Single&Separate Truss Identification.Form Storm-Water Assessment Form r e} Contact: ,, p Approved 20 1 Mail to: 14A Disapproved a/c Phone:? — lQ,� Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date t 20 1°1 r 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 removat 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. Signat a of applicant or name,if a corporation) Mailing address of applicant) ) State whether applicant is owner, lessee agent, ar hitect,engineer, general contractor, electrician,plumber or builder sos�j ID t Name of owner of premises �- As on the tax roll or lateAt 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 eet Hamlet , County Tax Map No. 1000 Section ' Block ` Lot i�,4A ,,P- A PaV-T-&)V AT Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of propos d con tructio a. Existing use and occupancy ; ILAb. Intended use and occupancy V (1qj 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 14,V I a i C2� (Description) 4. Estimated Cost_ ,�� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 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. n man flp-t. 7. Dimensions of existing structures, if any:Front �i]y(0 Rear -(p Depth �� Height o -� Number of Stories , i Dimensions of same structure with alterations or additions:`Front SOAAC Rear Depth Height---` Number of Stories 8. Dimensions of entire new construction:Front Rear / Depth r Height Number of Stories 9. Size of lot:Front l � Rear '��)S,Ctb 1 Depth 10.Date of Purchase Name of Former Owner LAi tsa L -4 kAo n via.L, 11.Zone or use district in which premises are situated l� 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO--Zx 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO< 14.Names of Owner of remise Q ,(1+ f�A dress Phone No. Name of Architect o Address PhoneNo', Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESX 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 /IN 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,2—< * IF YES, PROVIDE A COPY. STATE OF NEW YORK) , SS: COUNTY OF p(�,)6 being duly sworn,deposes and says that(s)he is the applicant ame of individual signing contract)above named, (S)He is the �Q (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 22vle' day of J�J OV&YkhV 20_� �9 , '1V &V - 1v�0;.1;,A Lori T ' Notary Public -,OTARY PUBLIC,STATE oP NEiYORK Signature of Applicant Registration No.OIMC6368447 Qualified in Suffolk County Commission Expires December 11,2021 Glenn Goldsmith,President` ~ Town Hall Annex T 1(`_Michael J.Domino,Vice-President ® y®�® 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski VE Telephone(631) 765-1892 Greg Williams a® Fax(631) 765-6641 41 IVN,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 4Z017 MEMORANDUM E �Pin98aare, OP.'1 TO: Leslie Weisman, Chairperson, Zoning Board of Appeals ' ��'��Is FROM: Glenn Goldsmith, President Board of Trustees DATE: September 1, 2020 RE: Anthony Tartaglia & James Howell, 55255 County Road 48, Greenport SCTM# 1000-44-1-9 Regarding the above referenced property and the current Trustee Wetland/Coastal Erosion Permit Applications, the permit expeditor Brooke Epperson of AMP Architecture has amended said permit applications. Currently, the property owners have submitted an Administrative Permit application to permanently remove the bungalow's screened-in porch. This application will be reviewed with an expected determination made on September 16, 2020. Once this portion of the bungalow structure is removed it then places all structures landward of the Coastal Erosion Hazard Area line. Given this there will be no need for a Coastal Erosion Permit application, only a Wetland Permit application to permit the existing structures that are to remain. Given this latest development the Board of Trustees have determined that the Zoning Board of Appeals should move forward with the ZBA application before the Board of Trustees move forward with their Wetland Permit application as the owners are trying to receive permits for multiple structures on one property that would all be considered living space. Thank you for your assistance in this matter. Glenn Goldsmith,PresidentQF S0 Town Hall Annex Michael J.Domino,Vice-President 54375 Route 25 P.O.Box 1179 - John M.Bredemeyer III _ Southold,New York 11971 A.Nicholas Krupsld G � Telephone(631)766-1892 Greg Williams p �� Fax(631)765-6641 • �y��UNT`(,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9694A Date of Receipt of Application: August 18, 2020 Applicant: James Howell &Anthony Tartaglia SCTM#: 1000-44-1-9• Project Location:'55255 North Road, Greenport Date of Resolutionlissuance:,September 16, 2020 .Date of Expiration: September 16, 2022 Reviewed by: John M. Bredemeyer, III Trustee Project Description: For the removal of existing;99.2sq.ft screened-in porch at bungalow. Findings: The project meets all the-requirbn)ents for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town.Code. The issuance of an Administrative Permit allows for the operations as.,indicated on the site plan prepared by AMP Architecture LLC, dated August 12, 2020 and stamped approved on September 16, 2020. 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 equired:This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President QF SU!/rTown Hall Annex A. Nicholas Krupski,Vice President ,`O� � 54375`Route 25 - .- ._Bre -.. e er- --III P.O._Box 1179 - John Mdem Y Southold,New York 11971 Michael J.Domino . Gone(631) 76 - le h 5 1892 Greg Williams �� �O �y (#3 7 V1 (E'6 �ounm, MAR 16 2022 BUILDING DEPT BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD _.,_._ -- - _ :---.-----TOWN-OF-SOUTHADLD CERTIFICATE OF COMPLIANCE 1828C Date: July 6, 2021 THIS CERTIFIES that the existing one-story 10 4'x20 1' (205.8 sq.ft.)bungalow with existing one-story 8 0'x12 4' (99.2 sqft covered porch attached to bungalow to be removed; existing;two-story 24 3'x30 5',(740sq ft arag;e/apartment with attached second story 10.1'x22.0' as-built covered porch, and to remove the roof cover off of the second story decking not to be reconstructed; existing two-story 34 9'x579' (L468 sqft)dwelling;and to remove and replace existing first-story attached 10.5'x26.8'' (280 sq ft)sunroom• remove existing traditional septic system at front of properly and.replace with new Innovative and Alternative Onsite Wastewater Treatment System with approximatel 7�q.ft. land are to be disturbed and filled after new system isinstalled; and that the existing approximately 1,000 sa.ft. _ ._. wood deck at top of bluff has been removed not to be reconstructed,• establish and perpetually maintain a 10 wide non-turf buffer atthe top of the property'slope; At 55255 C.R. 48,'Greenport Suffolk County Tax Map#1000-44-1-9` Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 28, 2020 pursuant to which Trustees Wetland'Permit#9798 Dated.. January 20,2021 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 existing one-story 10.4'x20.1' (205.8 sg ft)bungalow with existing one-story 8 0'x12 4' (992 sq ft covered porch attached to bungalow to be removed; existing two-story 24.3'x30.5 (740sq ft arage/4partment with attached second story 10 1'x22 0' as-built covered porch and to remove the roof cover off of the second story decking;,not to be reconstructed; existing two-story 34.9'x.57.9' (1,468 sq ft)dwelling:and to remove and replace existing first-story attached 105'x26 8' (280 sq.ft.) sunroom• remove existing traditional septic system at front of proppM and replace with new Innovative and Alternative Onsite Wastewater Treatment System with approximately 740 sq ft land are to be disturbed and filled after new system is installed; and that the . existing approximately 1,000 sq ft wood deck at top of bluff has been removed not to be reconstructed; establish and perpetually maintain a 10' wide non-turf buffer at the top of the property slope. The certificate is issued to ANTHONY TARTAGLIA&JAMES HOWELL owners of the aforesaid property. i- 'A& Authorize g t BOARD MEMBERS ®E s®U Southold Town Hall Leslie Kanes Weisman,Chairperson �� �y053095 Main Road•P.O.Box 1179 a® l®Dantes Southold,NY 11971-09.59 Patricia ra Office Location: Eric antes Town Annex/First Floor, Robert Lehnert,Jr. i �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Own Southold,NY 11971 http://southoldtownny.gov c�+ ZONING BOARD OF APPEALS RECEI�/�� TOWN OF SOUTHOLD �g :S l Tt Tel.(631)765-1809•Fax(631)765-9064 N 0 V 2 3 0020 0 L*St0U01!dTow-nC1erk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 1.9,2020 ZBA FILE#: 7396 NAME OF APPLICANT: Anthony Tartaglia & James Howell PROPERTY LOCATION: 55255 North Road,Greenport SCTM No. 1000-44-1-9 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 24, 2020 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, 2020. 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 INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The coordinator summarized that the intense build out of the habitable structures on the parcel poses risk of groundwater and surface water pollution through the disposal of sanitary waste. He further recommended that the deck and porch on the bungalow be removed. As the result of following those measures suggested by the Town's Board of Trustees and the LWRP Coordinator to mitigate any potential adverse impacts,the proposed action can now be considered CONSISTENT. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for review and commentary by Suffolk County Soil and Water Conservation District. In an email dated July 1, 2020, the District Manager indicated that the Notice of Disapproval did not cite a natural resource concern, but did conduct a site visit to the property and found that the existing bluff was in very poor condition with many loose areas, collapsed decking, and undercutting from water erosion. He submitted photos and mentioned that there may be safety and environmental concerns on the site. SOUTHOLD TOWN BOARD OF TRUSTEES: On July 17, 2020,this application was forwarded to the Board of Trustees to request their review and comments since a portion of a dwelling(bungalow)was located in the Coastal I t Page 2,November 19,2020 #7396,Howell/Tartaglia SCTM No. 1000-44-1-9 Erosion Hazard Area (CEHA). On September 1, 2020, we received response informing the Board that the applicants will remove a portion of the bungalow structure that exists seaward of the CEHA Line, that a Coastal Erosion Permit is no longer necessary,and only a wetland permit will issue to the applicants. PROPERTY FACTS/DESCRIPTION: The subject property is a 24, 625 sq. ft. parcel in an R-40 Zoning District. The parcel has a road frontage on County Road 48 of 100.00 feet along the southerly property line,then turns north for 187.00 feet, turns west for 155.98 feet fronting Long Island Sound along the northerly property line, then it returns south 305. 50 feet to County Road 48. The parcel is improved with a two-story residence, a two-story storage structure with apartment above, and a bungalow in the rear yard, all as shown on a survey prepared by John Gerd Heidecker,L.S., last revised June 16,2020 BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-123; Article XXHL Section 280-124; and the Building Inspector's January 29,2020,Amended September 1,2020 Notice of Disapproval based on an application for a permit to reconstruct an "as built" sunroom to an existing single family dwelling, and to Iegalize an "as built" deck/patio to an existing accessory garage with apartment ; at 1) "as built" addition and alteration to the nonconforming accessory garage with apartment is not permitted; a nonconforming use shall not be enlarged or structurally altered or moved, unless the use of the building is changed to a conforming use; 2) proposed construction to the single family dwelling is located less than the code required minimum side yard setback of 15 feet; 3) proposed construction is more than the code permitted maximum lot coverage of 20%; located at: 55255 Suffolk County Route 48, (adj.to the Long Island Sound)Greenport,NY. SCTM No. 1000-44-1- 9. RELIEF REQUESTED: The applicant requests a variance to legalize an "as-built" sunroom addition to the existing single-family dwelling, and to legalize an "as-built" deck to the accessory apartment above the storage area in a nonconforming accessory structure. The addition to the single-family dwelling has a side yard setback of 12.9 feet, where a 15-foot minimum is required. The additions also constitute a lot coverage of 30.5 %, where a maximum of 20% is permitted by the code. ADDITIONAL INFORMATION: Pre- Certificate of Occupancy# Z14703 was issued by the Building Department on July 24, 1986 for the subject property containing a "two story, one family wood framed dwelling; apartment over garage and an accessory cottage all situated in the A-Residential-Agricultural zone,with access to Rte.48 a County maintained highway." Certificate of Occupancy#Z6229 was issued by the Building Department on December 5, 1974 for a private one family dwelling with an addition I At the public hearing the applicant's agent gave both written and oral testimony as to the nature of the existing structures on the subject property. The accessory "garage" is being used as a storage area on the ground and basement levels,not a garage as noted on the Pre-CO. In a letter certified by the applicant's architect dated October 14, 2020, he indicated that the floor of the garage in its current state cannot handle the load of a car, and that extensive structural work would need to take place to meet requirements for vehicle storage. A prior Notice of Disapproval included a variance to legalize additions to the as built bungalow additions, which were eliminated due to the Trustee's request that"as built"additions seaward of the CERA be removed. A request for a site inspection by the Board of Appeals to the Town's Building Inspector revealed that the interior ground floor of the accessory"garage"area and basement below were not finished as habitable space and were being used as storage areas. Page 3,November 19,2020 #7396,Howell/TartagUa SCTM No. 1000-44-1-9 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 1,2020 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 5267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is already a non-conforming lot, with non-conforming structures, in a neighborhood with similar structures and setbacks dating back many years. The property was actually brought into more conforming with the code by the demolition of the "as-built addition to the accessory building closest to the bluff. The second-floor deck addition on the accessory building will not be seen from the street and will provide an exterior entrance and sitting area for the legally existing second floor apartment. The enclosure of the existing sunroom on the seaward side of the dwelling to create habitable space will not be seen from the street and will be in the same pre-existing non-conforming footprint,with the same non- conforming side yard setback,that has existed for many years without adverse impacts. 2. Town Law 5267-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 subject property already has legal structures on the property that are non-conforming. The as-built additions to the structures would not be possible without variance relief. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. The second-floor deck addition to the accessory structure represents 100% relief from the code, the non-conforming lot coverage represents 52.5% relief from the code; and the side yard setback relief represents 14 % relief from the code. However, the existing structures have been legal on the site for many years, and all of the as-built additions-are now landward of the CEHA line,and landward of the closest building to the bluff. 4. Town Law 5267-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 and conditions of this board. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an as-built sunroom addition to the existing single family residence,and an as-built exterior deck to the existing accessory apartment, and non-conforming lot coverage, 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 Weisman( Chairperson), seconded by Member Dantes, and duly carried,to Page 4,November 19,2020 #7396,Howell/Tartaglia SCTM No. 1000-44-1-9 GRANT the variances as applied for, and shown on the site plan (Sheets SP-1 & D-4) prepared by Anthony M. Portillo,Architect and last revised August 31,2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The issuance by the Building Department, and receipt by the Board of Appeals, of a new Certificate of Occupancy for the previously described"accessory garage"describing it as an accessory storage building with non-habitable,unfinished storage on the first floor and in the basement below,and a habitable apartment above on the second floor. 2. The exterior deck attached to the accessory apartment(second floor)shall remain open to the sky. 3. The glass doors on the northerly side ground floor level of the accessory storage building(described on the Pre-CO as a garage)shall be removed. The applicant may replace the glass doors with a wood door and a window if desired. 4. The applicant shall replace the existing septic system with an IA Innovative/Advanced Wastewater Treatment System approved by the Suffolk Country Department of Health 5. The applicant must apply to the Building Department for a building permit for the"as built" improvement(s)within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 6. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built" improvements)and submit same to the Office of the Zoning Board of Appeals within six months of the date of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 7. The "as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained 8. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void 9. This approval shall not be deemed effective until the required conditions have been met,and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized 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. Page 5,November 19,2020 #7396,Howell/Tartaglia SCTM No. 1000-44-1-9 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert, and Planamento(5-0). C slie Kanes Weism , Chairperson Approved for filing /, 1,526 /2020 i FRONT ELEVATION—FACING NORTH RIGHT SIDE ELEVATION—FACING WEST Eli MEN � _his -.z. RIGHT SIDE ELEVATION INCLUDING EXISTING SUN- REAR ELEVATION INCLUDING EXISTING SUNROOM ROOM RECEIVED 39 FEB 0 3 L��20 - .a Zoning Board or`.;'r'cals 4 EXISTING SUNROOM IN RELATION TO SIDE YARD OF RELIEF REQUESTED Main House w/ Proposed Upgraded Sunroom MLI • • . • ELEVATION-FACING SOUTH-SHOWING PORCHAb-9julLT SCREEN ED-IN ti RECEIVED 13�r FEBt C FRONT • ELEVATION- NORTH EXISTING • • i` FRONT ELEVATION—FACING NORTH LEFT SIDE ELEVATION—FACING EAST F RECEIVED 7391 FEB 0 3 2020 Zoning Board 01 Appeals REAR ELEVATION—FACING SOUTH— SHOWING 2ND STORY COVERED PORCH EXISTING GARGE/APARTMENT a ..... Nrr. � I syn. _ -a.'�'�i" _,�► °`' � '� ', 1�� _ � . .1. Ilia ' , , •�; - �'�`� N r,' '� � � 1 �1 r^ yam_ Y' ' ', ,, � t � � ' •� �i- r• t r`�4'•� ��•" NI • � ,� � ' : ice"' ..*s', � OV 144 1•��� !. Til . Lr _ +- � � � M 1 ' a BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ,\OF SOUliy 53095 Main Road•P.O.Box 1179 �O� Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �pQ 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoCou�m Southold,NY 11971 e http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 Septeinb-dr i'.20 21 Jessica-Magee AMP Architecture,PLLC 1075 Franklinville Road Laurel,NY 11948 RE: Request for Second Three Month Extension Appeal No. 7396,Tartaglia 55255 North Road, Greenport SCTM No. 1000-44-1-9 Dear Ms.Magee; I received your email correspondence,dated-August 19,2021,requesting a second extension for your client to comply with the Zoning,Board of Appeal's condition#6 requiring that the applicant obtain a Certificate of Occupancy for"as built" improvements-from the'Building Department within six months of the November 19,2020 decision. On June 3,2021,you received your first three-month extension in order to comply with the aforementioned condition due to expire on September 3,2021, In your letter you explain that you are working with the Suffolk County Department of Health Services to sign off on a newly installed septic system but have not received final approval yet, and once received you will work to close out the"as-built"and obtain a Certificate of Occupancy. During the September 2,2021 Regular Meeting,the Zoning Board of Appeals considered your request and granted your extension for a second three(3)months from the date of this letter and to expire on December 3, 2021. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. cerel , Leslie Kanes Weisman Chairperson cc: Building Department BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��� 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora " Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �� 54375 Main Road (at Youngs Avenue) Nicholas Planamento ���'®UNil, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD � Tel.(631) 765-1809 Fax (631)765-9064 April 7 2022 !J James Howell 55255 North Road Greenport,NY 11944 RE: Request for Third (3rd) Three Month Extension Appeal No. 7396, Tartaglia/Howell 55255 North Road, Greenport SCTM No. 1000-44-1-9 Dear Mr. Howell; We received your email correspondence, dated March 18, 2022, requesting a third extension in order to comply with the Zoning Board of Appeal's condition #6 requiring that the applicant obtain a Certificate of Occupancy for"as built" improvements from the Building Department within six months of the November 19, 2020 decision. On June 3, 2021, you received your first three-month extension in order to comply with the aforementioned condition due to expire on September 3, 2021, and on September 2, 2021, you received a second three-month extension which expired on December 3, 2021. Please note that the current extension request was not submitted in a timely manner. In your correspondence, you explain that you are looking to extend your building permit in order to obtain the Certificate of Occupancy because"Covid caused several agencies to either be shut down, or well behind in order to get things inspected, and contractors were not able to do the job that they signed up for." During the April 7, 2021 Regular Meeting, the Zoning Board of Appeals considered your request, and granted you a third extension for three (3) months from the date of this letter to expire on July 6, 2022. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. Sin�ly, eslie Kanes Weisman Chairperson cc: Building Department Scott A. Russell ��® � STOIRAMIWA\' IER. SUPERVISOR �T ( �T . � l��l[A\lam A\G�IEI��I[IEI�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 y r 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town y�G of Southold . CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) . DOES THIS PROJECT RWOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) 0 ff A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0 613. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 0 t C. Site preparation on slopes which exceed. I G f eet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff'or coastal erosion hazard area. 0(J E. Site preparation within the one-hundred-year,floodplain as depicted on FIRM Map of any watercourse. 06 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. N you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name.- Signature, ame;Signature, Contact Information,Date& County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor.Other) S.C.T.M. i`: 1000 Date . NAME: O C2 Section Block Lot a OI *"" -FOR BUILDING DEPARTMENT USE ONLY " Contact Information Rc4phme N�6d Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — - — — — — — — — �Z�� Y�1 vt Approved for processing Building Permit. �_ Stormw_ater Management_Control Plan N_ot Required. DStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT -NOTICE OF-UTILIZATION OF TRUSS TYPE.-CONSTRUCTION.-PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1 \L4 Owner: AnLm On `JG_ Location of Property: 245DOrA44n V-0, C r.0 OV--\ 0- 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) 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 and roof framing (FR) Signature: 1 Name(person submitting this form):.2 ' �> Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 BUILDING DEPARTMENT-Electrical Inspector - 6 2021 TOWN OF SOUTHOLD ® Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ®� ®_ INGDE - BOLD Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(Dsoutholdtownny.gov – seand&southoldtownnV.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 30 Z Company Name: Oec- aL c\C, Name: �Vkv\ Ucore License No.: j!� 7--SZ - fv\E email: bgm flT— akuu< CoVM Phone No: 63 --s3 661 t--16 request an email copy of Certificate of Compliance Address.: 23 OC�O.a� 4,_VQ- JOB SITE INFOR A'T�IwON (All Information Require ) Name: nil\(� �Gf 11( we-0 Address: ��j Z� vA \ ie 6f4mA0 "Iv Cross Street: Phone No.: 6' ( v BIdg.Permit#: gLjCj __J_ Qy -7 email: Oases �,SN`9 <CG Tax Map District: 1000 Section: ()U U Block: O� Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) d I G.I - rres r Check All That Apply: Is job ready for inspection?: YES ❑NO ❑Rough In E Final Do you need a Temp Certificate?: ❑YES [ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead #Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION a �\ Electrical Inspection Form 2020.xlsx e �OSUFFQ��,CO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road = PO Box 1179 y ^ - Southold, New York 11971-0959 4,- p� Telephone (631) 765-1802 -TAX (631) 765-9502 rogerr(cr_southoldtownnV.gov - seand(cbsoutholdtownnV.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No:: . . Bldg.Permit#.- email: Tax Map District: 1000 Section: 'Block: Lot: BRIEF DESCRIPTIWOF WO (Please Print Clearly) Circle All That APplly Is job ready for inspection?: YES / NO Rough In Final Do you need a Tem Certificate?: YES]-NO-p Issued'-On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done'on Service? Y " N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls i PERMIT# Address: F 0 Switches Outlets GFI's Surface ,L Sconces I H H's UC Lts Fans 1 Fridge I HW Exhaust Oven Dryer Smokes ti DW Service Carbo Micro Generator 6 Combo 11L Cooktop Transfer AC + AH Mini �J Special: Comments: U `� pF SOUjyol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD November 9, 2021 James Howell &Anthony Tartaglia 2 Montgomery Lane 7 ,� Bay Shore, New York 11706 RE: 55255 CR 48, Greenport TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. r Electrical Underwriters Certificate. Final Health Department survey. lumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44495-Z alterations to accy. garage/apartment �q L1 ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 " 4 M !`'' r '"• Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 t i Laurel Office:1075 Frenklinville Rd,Laurel NY 11948 `-�` Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 I MAY 2 0 2021 r,n f-, V-1"' ., May 20, 2021 Southold Town ZBA P.O. Box 1179 Southold NY 11971 RE:Tartaglia Residence Anthony Tartaglia 55255 North Rd Greenport NY 1.1944 To Whom It May Concern, We are requesting an extension for 55255 North Road,Greenport for the approvals for the as built and obtaining a CO for the work. Please let me know if you need additional information. Thank you, Jessica Mage AMP Architecture,PY,LC Administrative Coordinator Office: 516-2.140160 Email.-jmagee@amparchitect.com —Bargain and Sale Deed.with Covenant against Grantors Acts—Individual or Corporation(Single Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 41h day of October,in the year 2019 BETWEEN MISAK TERJANIAN and MANUSAK SALCIOGLU,both residing at 55255 Route 48 Greenport,New York 11944 party of the first part,and JAMES HOWELL and ANTHONY TARTAGLIA,Ic+�arkS �✓1 "A ivw n 2',Montgomery Lane,Bayshore,New York 11706 party ofthe second part, WITNESSETH,that the party of the first part,in consideration of Ten dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, t ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the See Schedule A attached hereto and made a part hereof Being and intended to be the same Premises and Party of the First Part herein as in deed dated 7/27/06 recorded 10/4/06 in Liber 12472 Page 556,and in deed dated 515100 recorded 7/20/00 in Liber 12057 Page 223,which said deed contained an erroneous point of beginning that is being amended herein. i Said premise are known and designated as District 1000,Section 044.00,Block 01.00 and Lot(s)009.000. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto.the party of the second part,the heirs or successors and assigns of the party of the second part forever. -AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense ofthis indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN`.�RESEN' OF,. q MIS RJANIAN ANUSAK SAL GLU _......_......................................... Y 1 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York,County of ss: State of New York,County of T On the Lf day ofe year ',,A y before me,the On the —f •Pda "of 7n the year �9,before me;-the yy 5 ya LLI undersigned, personally a peatedN ;;pe anally known to undersigned pJei o ally appeare�n ,persorsally:known to me or proved to me on the basis of satisfactory evidence to be me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their z the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the .upon behalf of which the individual(s) acted, executed the instrument. instrument. NOTARYTUBLIC NOTARY PUBLIC CRAIG FiARTB CRAIG HARTE Notary Fubllo-State of Ne�gYollt': 6: Of NBW Yolk Nti IItHp�025168 N,e 0111A60261B8 Qt?aliiied to Nassau Goun 20Qual Jed in Nassau COunty COntmissron EXptrgs:3vne.7 CommisslOn Expires June 7,2D23 23 ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State of New York,County of ss: State of ,County of ss: On the day of in the year before me,the On the day of in the year before me, undersigned, a Notary Public in and for said State,personally the undersigned personally appeared personally known to appeared the subscribing 'witness to the foregoing me or proved to me on the basis of satisfactory evidence to be instrument,with whom I am personally acquainted,who,being the individual(s)whose name(s)is(are)subscribed to the within by me duly sworn,did depose and say that he/she/they reside(s) instrument and acknowledged to me that he/she/they executed in (if the place of residence is in a city,include the street the same in his/her/their capacity(ies), that by his/her/their and street number if any,thereof);that he/she/they know(s) signature(s) on the instrument, the individual(s) or the person to be the individual described in and who executed the upon behalf of which the individual(s) acted, executed the foregoing instrument;that said subscribing witness was present instrument, and that such individual make such appearance and saw said execute the same;and that said witness at before the undersigned in the (add the city or political the same time subscribed his/her/their name(s) as a witnesssubdivision and the state or country or other place the thereto. acknowledgement was taken). NOTARY PUBLIC NOTARY PUBLIC Bargain & Sale Deed COUNTY:Suffolk With Covenants TOWNICITY:Southold PROPERTY ADDRESS:55255 Route 48 Greenport,New York 11944 MISAKTERJANIAN and MANUSAKSALCIOGLU SECTION:044.00 TO JAMES HOWELL and ANTHONY TARTAGLIA BLOCK:01.00 LOT:009.000 Title No. RETURN BY MAIL TO: Julianne Bonomo,Esq. DISTRIBUTED BY Lewis Johs Aval[one Aviles,LLP One CA Plaza,Suite 225 Islandia,NY 11749 JUDICIAL TITLE T:800-281-TITLE F:800-FAX-9396 1 -ELEVATIONS REFERENCE NAVD 1988 SITE LAYOUT NOTES, I. THOS 15 AN ARCHITECTS SITE PLAN.IS .i. . 1.The W W lla incl rod a prrent Liqub Ybat(ol-, pvrovmd W 1/A O-wiA INSTAI LAT ON sTnhDAR'+5 - 9WIOIk LO4^Ny Lode Ch°pta 969,Amble VII(Septic Irrd,Vy -ALL OF THE FOLLOWING LOTS WITHIN 150' arm cOT TO VERIFICATION BY A LICENSED ea.MA.es1 Ur G,e 91,rront GanW veparGro:¢d Lover,LkemvS 1.wean va oWrs ta,W a«sawg W mmvrocwa.recomroMalbn OF PROPERTY UTILIZE I'UBLIC WATER AS SN2VEYOR THE INFORMATION SUFFOLK COUNTY TAX Loi N0. 1000-44-I-9 {•t' _ od Confiner AI(°V°,pµvrcauod w Suffolk Cann Cone 5569-T'nhe W+Iie canfornvy with these>lm�dard.Ail cppllcabla recmunend°tbro PER 5(14A REPTFSENTEO ON THIS SITE PLAN 15 TO THE Depatmerd d Laba,LJOenkg,ad Cenatmer.VI°tro m°mtame°net of pravldod b�[!le mwr°ct,rer aloft tr°Mplcmentm. ARCHITECTS BEST OF KNOhLED5E, ZONE R-40 �I � Ilrorom VA OW(A MaFlenonee Rovkien. 2.SWv EY INFORMATION KA5 OBTAINED .. ]. no I/A aw,3 tort encu be.e Id m Leval k ml dlr«Nle,:,(w¢h a 1000-44-I-b g;LOT 1 NI VA OWt3 enol oe I.torm wnh tln De accarmae max rmn Wbrance b dv«tbn d./oro FROM A JJRVEY DATED JIBE 26,2019 AND DESCRIPTION AREA f pa.tmeat b vy giwrrcr uxh)m°mkvmm 1000-44-1-7 PREFAB®BY: COVERAGE wN ivsblo M d rro sdiol"�Denary smnay code prla W the s_uxr,Nlek baa d op 19 lavenm me comp«rad Bold Rraa eronl 1000-44-1-8 �` ) Depanrord 9' t S-Ifleatlm or compbWd comrrvctlon m•m bkpt• rmke)a pea gavel. JOHN HERD HEIDECKER TOTAL LOT AREA 24.625.0 S.F. Plum, 1000-44-1-10 N.Y.STAT LAND 5LAVEYOR 9.I/A dtt5 Tote eMllbepr aMtlea wnh°aHgio eutlat.A dlatrkNlen 1000-44-1-11 LIC..050719 ' II SII II li)II leach I EXISTIN5 HOUSE 1,746.0 S.F. 9.M axowtad Cy+orotbn cad MmnWrorce Central tx+Ween SM boxAradnle a dbvlx2lm uy>Wctue may be requo-ed for a0 1000-44-I-12 42 CRONPI STREET, 'v HaPJe Provider and PtopaW owner mut be A✓om¢Wd W LM >yaWme wIN mvldple Ieahbg slot=.Tee aNeea an alta%LNe detnyl b 1000-52-3-24 KINGSTON,KY.12401 Deparm p.o !c cpproral a t W I/A oYA9 regbvatbn by ire ppravee by bn Depotma•2. (645)aOl-,b29 EXI5TIN6 BARAGE/APARTMENT Imo' .O S.P. 4.1% y, Depalmer2 b occore°nce,.en Artwe la d we s�.vfolk ca�mly 1000-52-3-�5 5mutay code. fe4.et a lacThe top d tro I/A olxrs tot eMu rot bo locates g9-thin 25 1000-44-3-I � 1 ExI5TIN6 BVN6ALOW 905A S.F. 1.2% e!hen aro f«t below IMI gado. 4.All W Wllm VA OtY13 s0 rogWrm W have m Ydtbl 9yoa orgy EXISTING WOOD DECK D GRADE Ip41.0 S.F. 4A96 - - md a perall°Nm°NWr:mco earNce emn4«t.Mier tM tiltbl sye�r S.At°mhGun,all>mpMg ma'Mbe Ynll h v ]O-MAI coJered �. erotbn ord mokiWrurce eervlce rontr«t hen expvea,property acceAA openeye W Bade totaled over the inlet Una oWe0.eovcrA 5O117HgLD TRUSTEES APPROVAL NOTE I. PROPERTY 15 LOCATED IN FEMA FLOOD TOTAL AREA OF ALL STRUCTI/RP5` 4144.0 S.F. Ibb% e,yuefad W mabtoln m operatlon ad maheanox r doll bo sonar 10-bd+dlmneta raaldtlgM erd baeet-plod lock j ZONE VE Ib a ZONE X 400 b accordance wlrh Mtkle Ia d tro SMoik Goon 5m A SUBMISSION REGARDING THE PROXIMITY A THE !y Bary t Yon coven a tlarmopimne Bovero at nrol Soca.All Bovero 2.SITE FROTECTION/SILT FENCING TO BE MAXIMJM COVERAGE ALLOYED.20% -' Colo. AMII lw deet h aeeerdmeo wnh Aeelbn 9-111 d eWe Atodad PROPOSED WORK TO THE EXISmNG P.LUrf'HAS,BEEN INSTALLED AS RErn11RED BY SdJmfOLD PILED WITH THE $OJTMOLD eOARD OP TRIl5TEE5. TOWN. A.Wron m VA OYyl3 regvtes o verrt,fM mR Mall bo vented W the b.Men smplbS mord+alee are apprwetl W be[ut°Ilm b a Wlve 5UB5EOUENT DOCUMENTATION 5HOWING APPROVAL OF - red dThe reeldenco Msg Aavm.Ven! PIP, Nall ertcM a mHlnun a parkxg°Too,tro morMlo aMlf be deelgrod W M trdfb be°r4y tc THI5 RECLEST SHALL BE PROVIDED ONCE RECEIVED. _ d b Ychee above lM rod Ibo a,d the tin f Vn ve,2 croft hove a ince!tM requhemente d AA5NT0 M-]O a Hs-20 W-09. mttlmum hakmWl eepaabon of I]LIeMA f°Dre el°pod p°rtl°n d tb Lt rod.In emee rd�ere¢b rot pr«Nkat W vin!rhe eyetem W W ,.TM ovGa!Mart elovatbn sMll tb a nwham d O.I toot below tM � AERIAL PI-1070 roobenw rod,o vane ppe mry be Paled W tM axreHor or GIo lot Mars davatkm. d ID kvhoe abo a gado and f EXCAVATION INSPECTION REQUIRED bent I root vain property Rias.Troae ve:d.pipae croft be locales a D.sprplmg morMlm Noll kava m Mde Oruro Wr d]feet a m SCALE:NTS mFbsm of 5/yet fro cry wtrdpr a doorwry ab moat tort ,MN a wide sea d]Tod by 3 Tod. arbwn flltor deNm.All voeR PIPs°enol nava a mldmm ekenefer d 2 FOR SANITARY SYSTEM Irdne. 9.no o droll be a mmracm retenttm depN below tM outlet engirt elevatbn d>M IncM>. "%,. tBt 9NYTMY LIIBr INSTALL AT b.kmWlblbn ab vee d tM I/A OWTD inn!contpm W tM P 1ILtl erp nflaH.Y�i'*at Drnesnc - (,t up a°M�q �v9 ddwrrs daaa a n� a�m b o IXt to a Ppe peneo-ase m m u e eamplo-y mad ala than to S I � BY HEALTH DEPARTMENT M„3 s PPLYtore ro rn 3 ON w IrrrovetNe ane arena4ve anlW Wm wme�rreaLnmt DyAeemAr t yx ~ _V ulNl n.l Drs Did F0.nRFliET115 Fl i o2-_m _. 1 \ Y� Control Parel> I \ YN LVA GHiG tints shoo be eamweWd d pterin[cmcreW,fberglmt, L The control parol bo nett be place aulslde m°exWble pedettel \ - - ` frcDPa-AenoN Q pow Wyt°ropokpropyl°no,lMrmoplmek>,or otMI m°lerble h Irani•w wawa that rc.ar,rm.AleonraeNouy oho parol w.Ilmy be [ a�aA \ Water lines must be inspected the dmxa loth Deparmer¢atam-aa rad IONTCRR Appmdut,s-a ,now¢°d on m aortae won d an arn<hre 1preferatlo a ulluty room, y not nrcN i•d• . Tho use d cleat tat3 b prahronee. and rot a Ilvlig apace).Otlocotbro/or msvntlrg tb penal lox will be cmudae by the her DePatnrnt m a�e.e-bytima ba.l.�d„ID,VA ♦ Suffolk Coun Dept.of Health Services. 2.then m VA OWi9 ragyo-ee a xplb tak rcr proUaatmont tM eeptb DW T3 mmw«wer rgprwal. �..... ... ............... tollk eMll be&rrex e-Ixq- Ila 11 Slo 12f�Vrl 1 m eeekpee m«ae eo ae wi h e«uen s m a e A D9 d Nb z The e a d G e I/A-1oHT5o.M rroYder Imnt be sea y denWbd Call(631)852-5754.48 hOUff In 'S tontlad. m tln olrtelee deM pmol ma mchdo a phone amber W aunt«t h I pas eluty w,vr n wrau+ra^norr wvrellY a eco or°ro tint J. 9.lhlo.>atMrwbe.pedrlea the 1hhNewa/ty,raln rlbt falla.m cam or.1- 1 ♦� advance,to schedule inspeetion(s). - �,a„�,,, ,�,,,,,�, ' VA OIYF croft be aeakyed h wIN s«tbn 9-101 ad 9.Ektorlor pant Pbcdnent mldtlm the aystdn ro be eeMcm a!cry ♦ V�� 9 b�r.ovmm hoc m ra^,rortw/cm'. 9-110 d vda etardord. t4nO, IbnewNbg Ne roes W memo the boldo or tin Wllalrry. I \ \ /+D Iwoao IaTM m+.•umvcrdr uv+1 4.The min pp+el box t be lolttln view d tln xylem bcattm to blp 1 yRb. u�t 4.A!a mbbxnk all I/A OYyi3 bnabmn!rade dun Mve 20-hf°Glltele operotlm mIe mabtmmwe. `vim,/} HaYJ!eoN¢CnoN ed aeuea opeNng � n- xtsc s ruwrAym. W gatle brolm ora the ble!and pkbt.Corer°eMli be ekhor s.Th°Ti-I P I MII wnhbe plaeeel of a eoMortMb b jR/or 20-Irch tllmrobr watertlgirc ad watt-prod 1«I'k'9 C van covers b accordance Federal Brorgercy t4snagement Agency I \♦�.4 a ^d lox onrwrs metal M vA avm.vo mer.vox No Imlb coven d IMI Sade.All coven ab cf6rneyt/then BEH/,)used sora regWerronta. •C. Pl`.4 m9 To til Ma116e dmlgned Mariadmee wlN aeetlm 9-IlldthU \ ?§ Try. ° 4�'DIA NYOFO� Iootw eLvsma ar`nDl l�atAe®Iromt llamewo rt'emouu tsxwrp N¢n Atmdwd. 000 3 A`i-IIW Vn oMl!1 _ b.The parol eMil meet Notbrol EI«vleal Fbnvf«toren Me«lollon I \ �,eL I].T NG t G ae°Ts•ttrrcme°aIx IeAcwae rens tw rp Isrvirxv Tore^ Pm•iN 3. VA be 4Xp e°ellbdtbro. 1 \ mem^'• dev xvDPsmt cslNtwxw rape rtraroem rtult eoF Tai+amt Men o OM3 b opprovm W beWlim b a d-Newry or pq'kY�n Ne un1N stall be deal9�d mp/a Mtolled W wlWtad T.MI below Bodo wkbg mut be nm In olectrlcM cordM.The conarc N310 or N-]O b°dtrg m doe14'a''ro 1') t hwo�poprlate eai°W prevm!gm°°otl molewe tram I \ coet>xavc x or neGner�,o.�racl¢IG(ow NVtI. AASIfro. reochkg rhe b°ntrol pawl or fwlcnon bplm. 1 _ Tart axi+tx tens.tevam raaiD /win. e.eaboge gbdero ernll int be parmrctad Man m I/A 0-b Mnked b.Poch a l_,°Inn be equippm w¢h o M+ctlmnlg w •rg vylem.d d I \ - rM a'wt o®rrNce stud rw.triewb tins wxVam. d°°1PBe t I atMaW pWrola one vblral Olama tM[cm be madly peen ane \ >. Ave e9nG TANK eIatL m dlapaaal. Mae laJ do owipmta d The Wlltivy-oaf.The Depportmmd 1 T.Wota adteron chaff rot at lots m I/A OWFJ and tM raoonuraMs a Wbmovy,devke be wWlled to provide blAriadlate r.ml PRoove NEW 3FLOFDARY BOX W SSAFEETY 1S6RqTl! . °d'an° Tamale abrin roll/batten W tM O.M proNmr cousin.by tM O.M I \ �tl@�aae SAFETY CpytR+BPAPATN DeparWnr2 reeomroMa wafer eofteror baela,mh be Bann«Wd W m ,. PLG TIO cl PNEL IW dry+ell aeeeptMla W Town a Vliloge bvildhy DeparlmeNa. °g Y 1 ♦SJ T.DRneE li• EACH PRIMARY GOJt3t nT'P) MS]o rg� ddvwf3dtyle. rbb Nat s !W exeeaANe raroalon a a.9ytfefne which aro rot m kpq W ibw by gvvtty p e xII\\ \9♦jY b6' orallWb•b3' VA dR�9�.M.T. YU Sa'°'I"ETY COVEraRa� To oN OLVPln4ETgrFh' EACH LEACMIND OP aLD.VA oH9 take hall best and eWd d md W rotrom ".L. pWb groWo°pal-spe.dNgapwgge. b P1oLwYs u dtAIDT IAN'�Bu, _ 9.All rate mut be worartq,t.Two meNade d e,mvky link°sa m'� °Q ,oa3c�eRCR/ae d. '!, I-�J � I L� 3 � � waterGgh[°hen be either v«um Wetbg a waWr pro»we emtb9 L The elecvloo frtnGm trox aer,rvg/iM purya m°Wr axle ImaW mat be {\-j�[jj 1 4 1 ,.,c,�,..... `.. t \.' metroas m/elbwal od beaten Malde Ne I A OYR5 link e)vrber, I r 1 to 4•DIA i•h CI i !- .l WR 4•"•cl'�c- __Z__ZN4�a 10.Vacam WeWg:seal ore orlpty tort ad apply a v«wm W tour(a) 3. blowaro bcakod ovtede of IM VA OYfI4 vnR mint be I«m do A •!1'C- 'A NG cR Itmsv. I I I C fel 4•D -a-- t btneePaonm!d merary.The wdt b epprwoe li safe d varum b pad a.tax canh nro•�!m=Ie a loam e...w.�vawr P1zr I.a I Ir w!a Plrcw Y,l• l-lot loan ons five dePN Mle fa b+o mYNee. P INV _ 99 Nc 1'nN RTLII!',P t ost80d 7T to Iltatllfdln II-lo,Plmtk a n-gf-)od have a e 0,00r m Toa o \J 1 p j I fort RTCN l''f M•,R e etth/3'eepamn°n to tlghest IL Ydatcr WOWS'Seal tint:1111 taEc wM waWr W ovrbt Mort lova. ml I Id 1 g .g ']� ,Fxwvws Kq. mpocted�Mv.9Nr yin �A ygygy 1-bon.SeenoN at lender elwatbn to stoM fa 24 More.Ro 111 the!ink W Dn o I t M n S.All poops and Iloae veep mut be occe Vo mm eeMmabie Morn �• a ' 3 0] y�.es after nn 34Hv>ur period b cwlPla W.Le[nIe link clod ren m aceeee op rIb>. \ •!� I o IaenNng Wass heading. otldelwnl IOicaT period.TM link b cpprwm V water lorol b bid r l� E - "+t 1 PROVIDE I]•neC Ia Ne IO•lotr pabd.,Nater Prmeure Waley le raepmnmlod W be 4.1tle 1-11 vMll m aNeochee W a 3elndne 40 PVO/bot vee Nat 1 ryi s /uolco]43I°iaooa. I OR TED OP AMID Uma Lotto sea wW1loGon. !tl Rml.Y;now sn at Fv.GRAVEL qp . be emly removm Tor.«.nor a myeGronl.Tro(bale Bran rot � � I � eve -r x ba attadrae W we force mob. y �, 1 &LL oP MnnSU.V9 BELOW D-BD% s DepaNrm!elan observe ole pp xylem operate th-oV¢I a •{I n'. �,\.,., Itw ons--r o . loperotrg cycle. 11! •... 16? Por-Awla°o Amm.]a wrvrtmbnox cpxneg �Retrce ersv 3on.. U I.Re WO Yed am dell have a..1-acopre..Ne eveylh d \ 914 A i - _T�Aklm aaz nlerveAisar °� w3 r1L.x sNo. 9000 poach par tgvaa k h 1pt0 of 2D-doy t. bJrmpeettm fa leakage or tM Iso mob/lit til ba mode Ar i Dcw2 V wu°�iea e�i.li -t... eoLlwR 8[RRattIDlxD kS'w t"5 `I'g 1 - i - rive-axaaAn1eCwla.s row�r•m walm v f+me P�asr.even 2.Wall NlcbnAo dun bo°mnbun e t oo 4fNeA utile fib deelg Ne pury W>L prompre. Acca/ 4,.�..,�.. q, e i AfOISYP ___'N'rbO � BMVEL(�HU hen loam aatVlm bB o New cork Lleeroee rrore>don°i Bgwa mr to-M`°n'n""° a' fD^" PROPOSED 5EPTI0 5YSTEM DETAILS U� P�tBr o Ib, ab top than cmdWl reM b9 W rode!m opplbd I-d 900 poem pm•Agvae foot(pe6. boai�Nhl. tI3�Dd4 S.Pre-cmt eorcrow eat-Alan c aealod wN wIe N exn butyl \\ I SCALE:NTS ¢ . rtdxr pert eeabt whldr cordorme W Asn I 4.NI war Plpee crop perotraW tho vor fool aide 11 d the tock old a 1I bo pealed with gov!a other mopm W tM 1 - Deppimen[loch m waWrbgh[emlm rlex&tle b!ad tlIe pgte --\ STOPPER OR SLATE.OR OT}1ER PER OR EDA gmkei fmWrod W she Alpe wen etableea stoat retractable cbnP(). ' \ "i° OPE PLUG' sl1RABlE COVER 'END PLUG •(a .. 5,All 11ooblf AMII th eeabe so the!Ne!ink b waWrtbfd.gee°-Iden �qs 1 .Q A-Ila,BJO.To 11 NoN are cm!m place regvYe prior appravd Irom nn M. • / Depoimerrc and -n bo CerCVbd by a Lke,eee Frofe»tonal 6V-. "" I R '2• (Jy N p ' N a mAlntmt lM floor and tmlla d a caxfeW talc meet bd H morollWraly Pouree. 6.=.-tkal,cavreW VA owr3.Mn rut be Imoted wlNb Design Professional's Certification Required. omT.2 emir i < SEWER PIPE ¢ a e't Fa beWlbllory fdfa!se placed wlNb gotta,fM DWELLING n mm+aaW, ., 6 9 637405 O bottern aId aloe portbrm,tp b ID Irchaa drove hl�bs! Submit P.E.or R.A.Certification For LIC WATER I I ro�DlaLlwe I DWELLING � T� y rernrdoe/expoctm gmrldtaW ebvatlm,d tM VA OM8 uN!ehdl 10 `` ��� PUBLIC WATER 45 ELBOWS 30''t1BOW��. OF NB`n m ONTSNticalN cormwales.b casae.nae Nb b roe Praeslemlo,eM The Installation and Construct(on of the Sewage Disposal System I canr..ePAee a.•a. VA OYyIS u,,dull be wotaproorm up W Ib boat above tM hkyheet oloo'p/ra,�«rm garm,aWr elevatbn ad leak Waled to olmyre Use Form W WM-073 1 ... t i e buss br W atbn. �� PROJECT: ,.N eines whorl W links aro wWVetl m govdwaea,the dealgl I IIII ran s 11 11 T. prdmaloml oMll a:binl!waypny wlrablba W prove the Iglt d 'I�I Tart„a i:r m•' Y '!� D 1 `I1 Abandonment of the e)dsOng sanitary system mus[be in ,1 TARTAG LIA she tank(NTN a withwt arMrtq W mmtmn d Mllme)can be a! 1; I Da '4S''ElaOW 60'WYE lomL ID num mora Ihm the wogM1b ar Ne waWr abpbcm.,M conformance with the Departments requirements. \ I I' w>v _ 'r..-i+ ` •' 1 ALTERNATE'-A- ALTERNATE'B• bvrymcy calwidlma croft be dine veiny Wgtient oxp«tad/recerdoe I; ,� , O!,•R I gm.dwater elevalon wnl Ne ta.t copy.San er m cap d Ne Submit Completed forth W WM-080 as proof CLEANOUT DETAIL FOR.AREAS NOT SUBJECT TO VEHICULAR TRAFFIC RESIDENCE retia)arou roN be caneklorea when eotermbbg rho amoa2 d 1:; J Stix'•,_.� ._ .frcrllg m ballme.Ielyne ragorae. 'g I I I •, t �' ♦'}.i w_ •� I ,.rw.l �• Y IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BLDG.EXTENSfON/CONNECTION 5Ui=FOLK COUNTY HEALTH DEPARTMENT APPROVAL _a <� ',• `'� .'An•.r;.. ta... 55255 N RD H.S. REFERENCE NO.:R-20-0165 �I'' P, - ro*" =1 paw '_' GLEAN-OUT (G.O.) DETAIL GREENPORT,NY1i944 Z. py° t cur SCALE:14T5 HYDROACTION I/A OWTSg °:°a I w :? ° °~^� j DRAWING TITLE: SINGLE LINE DIAGRAM SITE PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPOSEDI/AOWTS `�`_/m? L u• 4 `:J D ON OFFOSETTING PERMIT FOR APPROVAL OF CONSTRUCTION FOR A mlcATo+ IrocAioa clRcni SINGLE FAMILY RESIDENCE AND ) PAGE: GARAGE WlACCESSORY APT.AND ACCESSORY BUNGALOW SP-100 _I o 0 IRLUIT to w ruo ATOR 1 __ r./ NORTH ROAD d ROM RAM LOG DATE 4/10/2021 H.S. REF. No. R-20-0168 i D P i CIRCUIT APPROVED Ac roc)wPur P �s PPLY nhEa DA7E 03/18/21 1 OF 1 517E PLAN GRG T ONE-CHIP MICROCOMPUTER SK IT TOTAL MAXIMUM BED OMS 8 TOTAL scALE:1'O°=20'-0' I EXPIRES THREE YEARS FROM DATE OF APPROVAL I Unauthorized alteration or addition to this survey is a Violation of section 7209, subdivision 2, of the New York z State Education Law. Copies of s this survey map not bearing � the land surveyor's inked or embossed seal shall not be Sle considered to be a valid copy. 0 Q. HEIDECKER LAND SURVEYING CD \0•- \ \ \I F �_ \ I\ orTI ---I < -t \ o<o o \ ,0rrI m \ \ \ \ n F NM f- F_M ➢ Z \ °esu \ \\ ° \ \ \ \ ''F LONG ISLAND SOUND CO�D0O ICC) I \ \FRtiiq O-qOZ 00 \� \ ODMZOO \ \ \ \ cn c 0 \ M \ \ DISTRyCT 1000-5 CT e.()` ION 044.00\ \o D -1 BLOCK -TAXxOT 09.000 j o W X \� \ N/F MIS TERANIAN \ \ `SS r F- \t\ \LIBER 124 -PAGE 5 6 \ \ , Cn \ \ \ \ f /F MANUSAK�SALCIOGUU \ \ \ C \\\ \ \ LIER 12057-PAS 223 \C PO \ \ f) 61. C moos \�\ ��o\cri mBOULDER AREA- \ \ \ Ln � \� o \\,s\\ \ 24,625\Q. fes. \ �\ O CONCRETE MONUMENT 0.565ACR S \ r1\\ FOUND I \ \ m \ C69 Z BUILDING CORNER m 0ILC; 008 \ \ \ ON LINE O\\\ \\\\ NOTES B.D S�O�L 1. FIELD WORK WAS CONDUCTED JUNE, 2019 BY 1.On w o o 'Y \\\ \\\ 61. O HEIDECKER LAND SURVEYING, P11:C-ANS ALL _ - - �C Ln a �� \\\ \ \ \ MEASUREMENTS WERE TAKEN ON THE GROUND. /�Z a Smo DECK Nv'Tr B.0' \ 2. PROPERTY LINES, BEARINGS, & NORTH ARROW Oi ARE BASED UPON DEED FILED WITH THE m 0� SUFFOLK COUNTY CLERK IN LIBER 12472—PAGE a_B 556. 2.6' 10.5 STEP j \\� o 3. INDICATED UNDERGROUND UTILITIES ARE O \ SHOWN FROM SURFACE EVIDENCE AND AVAILABLE \�'7 EXISTING MARK-OUTS. UNDERGROUND LINE o m STONE WALK \\ \ \\\ BULKHEq LOCATIONS ARE APPROXIMATE AND ALL I UNDERGROUND UTILITIES ARE NOT SHOWN. PRIOR m/ \ /j \ M 6 y TO CONSTRUCTION THE CONTRACTOR SHALL CALL z I �\ 0 s "CALL BEFORE YOU DIG"AT 811 AND HAVE ALL n \\� r Z UTILITY LOCATIONS MARKED ON THE GROUND, , CONC e1 PORCH CLOSED a I �— O 7 ` W T1 4, THE BUILDING TIES SHOWN ARE BASED UPON O'/ �--�7''� �� Fr'I Z THE SIDING OF THE STRUCTURE. /43.87 D O 5. THE COASTAL EROSION HAZARD LINE SHOWN m \ N= HAS BEEN SCALED FROM SHEET 11 OF THE � 'I u, / SUFFOLK COUNTY COASTAL EROSION HAZARD x/55255 QI r O AREA MAP. WOOD FENCE/I/ 2 STORY /142PLANTER J fm O POST (TYP.) RESIDENCE Z II FIRST FLOOR=16.8' \ r- >DO CERTIFICATION 0.5'Im 38.8' % m= I JOHN GERD HEIDECKER, A LICENSED LAND CONC C o CON CR J r- O SURVEYOR IN THE STATE OF NEW YORK (LICENSE N0. 1 o'> 050719), DO HEREBY CERTIFY THAT THIS MAP WAS 1i / �Fj Z O PREPARED IN ACCORDANCE WITH THE EXISTING CODE '�� 19.1' \ O O OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE 0 �CKET FENCE z I I NEW YORK STATE ASSOCIATION OF PROFESSIONAL O F EL OIL CAP 1�j/ p I D LAND SURVEYORS. THIS CERTIFICATION EXTENDS ONLY TO THE PARTIES NAMED BELOW AND IS NOT 016, m 0 15 q m X TRANSFERABLE. O / 9G, r- z rn �y ca x-74') cZi O 1. JAMES HOWELL 2. ANTHONY TARTAGLIA I m / f14,� 11ACk DECK/PATIO UNDER ' 8 3 O 3. ADVANTAGE TITLE INSURANCE COMPANY I C / /30.4' f / 4. LOAN DEPOT.COM, LLC ISAOA /J � CHIMNEY O O }j n ?{ O W z \ (JT m 00 _0 ( /1� " GARAGE/APARTMENT j PLANTFU2/LP FIRST FLOOR=15.3' O POINT OF BEGINNING _ CONCRETE MONUMENTo � I I CONC POST CONCRETE + o FOUND a I BRICK GAS METER / X15' (74_3') LP WATER METER o (50.OD') l / D 7 S °29'50"`LW-13'_ 100.00' CONCRETE MONUMENT CONCRETE MONUMENT D coNc Posy LANDSCAPE TIMBE FOUND FOUND �/ ASPHALT �1;1CRE MONUMENT o —14'— S DRIVEWAY FOUND LEANING MAILBOX LANDSCAPE TIMBER W W w w w NORTH ROAD SURVEY PRFpAFEDFW: �CO''I� i Yp SUF O NTY ROUTE 48) JAMES HOWELL & ANTHONY TARTAGLIA .. . ATE: 7/15/2019 :0 QJOHN ERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: PROJ. No. m `� �' 42 CROWN STREET JULY 15, zols TOPOGRAPHIC/BOUNDARY SURVEY 19HLS70 - KINGSTON• NEW YORK 12401 DRAWN BY: B.M. #55255 NORTH ROAD SHEET No. �p a5o� gJ�. (845)-901-7629 CHK BY: J.H. TOWN OF SOUTHOLD CAD FILE: CgNp' jheidecker®heidec kerls.com SCALE:—' zo' SUFFOLK COUNTY NEW YORK 19HL570FP.DWG 1, Arf CD UO RA I L .� a I i�� »�;Y a;8'-+' V� ,{pp{yy[.µ�iJ�� [.,.��,ra+. �W �p ;� •`y, b �Afi�\ : FACE <E : GOVE :AGE SITE PLAN; PROJECT DATA — --- - - ----- PROJEGT / ZONING Df�TA _ TAX MAP # 1000-44-1-9 DESCRIPTION AREA - m COVERAGE ZONING DISTRICT R-40 NON-CONI=ORMING l TOTAL LOT AREA - upland of ceho 9700.0 S.F. 3 GENERAL NOTES VARIANCE APPROVAL #7596; NOVEMBER 25, 20:20 EX15TINO HOUSE W/ SUNROOM 1,748.0 S.F. 18.030 1 - - � - I W a ' �, 1,000.0 S.F. 10.530 ! STRUCTURAL DESIGN CHARTS i � FEMA FLOOD ZONE x - =_ I'i EXISTING GARAGE/APARTMENT �I _= WETLANDS DISTRICT #a7Q8- JANUARY 20, 2021 - REMOVAL OF 50REENED-IN PORCH 205.8 S.F. 2.130 - - - U - EXISTING BUNGALOW AFTER -- ------- - - - NON-JURISDICTION LETTER TOTAL AREA OF ALL STRUCTURES PROPOSED FLOOR PLANS I - W L __ - 2955.8 S.F. 30.530 DEMOLITION L DECDISTRICT � � ' PLANS _ PROVIDED MAXIMUM COVERAGE ALLOWED = 20% SUFFOLK COUNTY HD APPROVAL i I PROV R-20-0168 8 BED. � I F10: 1 j T . PROPOSED ELEVATIONS ia HABITABLE SPACE EXISTING ji PROPOSED I u X i ' PLUMBING RISER DIAGRAMS SECOND FLOOR AREA 740 S.F. 740 S.F. 'I TOTAL- BEDROOM COUNT 2 NOTES 5i=E:G 1 F 1 GAT1 CNS PLUMBING CARPENTRY INSULATION - - -- -- --- _ --- I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 875) UNLESS 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER - - - - - -- TOGETHER AT ALL TIMES. IT IS ALSO THE GONTF:P.GTORS RESPONSIBILITY TO READ ALL NOTES, SYSTEMS TO NYC, PLUMBING CODE AND NYC DEP REGULATIONS AND NYC OTHERWISE NOTED. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. t� BUILDIN05 BULLETIN 2005-005. FOIL TO BE PLACED TOWARD WARM SIDE. INSULATION 4 FENESTRATION REGUIRl=M�NTS SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE 2" R-IO RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION iI =- -- - -- =_-- - -_-- _- _ --. _ --- -_-__ _--_ -_ _ _----__---_,I WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BYI jI GENERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE % COMPONENT PROPERTIES i NYSECC 2015 TABLE ! COMPLIES 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE AND AT BASE OF VERTICAL WASTE PIPES. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" FOUNDATION WATERPROOFING. 1 - R4O2.I.2 APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. a i - - 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NYSEGG 402.1.3 AND TABLES I �! 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. FOOT. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY 'TECO' OR - ctR .,O FOR FLAT CEILINGS WINDOW U-FACTOR U VALUE- 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM I', ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. - 8.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS I' LEAKAGE 0.30 GFM/SF U-FACTOR=0.35 MAXIMUM Ii YES 5TRUGTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - AIR LEAKAGE-0.30 GFM/5F - P15H WASHER.........................................2" 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - 5.25"R-21 FOR 2"xb' WALL CONSTRUCTION 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES KITCHEN SINK.. 2" FLOORS, ROOFS, AND WALL5. 25" R-21 FOR FLOORS %; j MIN. R-20 AS PER TABLE ----- --- 2' R-21 CAVITY INSULATION 402.12=0= - - _ - 5.' AND AUTHORITIES HAVING JURISDICTION. - LAVATORY......... . WOOD FRAME WALL R-VALUE �� � . - F NYS ENERGY I� I - SHOWER/TUB..........................................2 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - ii - GORE ZONE 4 YES 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - TOILET........................................................3" U.O.N. I -OF THE OWNER/BUILDER - LAUNDRY .................................................2' 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - FLOOR DRAIN..........................................3" 7. ALL BEAMS, GIRDERS, ETC,. TO HAVE MIN. OF 3-1/2" BEARING SHALL BE E CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING THROUGH ROOF. II TABLE R3OI .-7 b. ALL SYSTEMS TO HAVE ONE 3' MAIN VENT STACK AND INCREASED TO 4 8. MIN. HEADER TO BE (2) 211 xl0 UNLE55 OTHERWISE NOTED. I b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE UNLE55 APPROVED BY THE ARCH ITE CT/ENGINEER. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN a P.T. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DRAIN COCKS AS REG'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW PROTECTION. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS I I ON PAGE A-I. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND STRUCTURAL MEMBER ALLOWABLE DEFLECTION BEFORE THE START OF FRAMING 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL 00DE5. WITH BACK FLOW PROTECTION. APPLICABLE.NAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN qAND SANITARY SYSTEM SHALL COMPLY WITR LOCAL. THE WATER SUPPLY RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE HEALTH DEPARTMENT 5TANDARD5 AND REGULATIONS. 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. W/ NO FINISHED GEILIN ATTACHED TO RAFTERS 10. OWNER/BUILDER ARE RESPONSIBLE° FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING 5GHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION IS REQUIRED 5Y LOCAL JURISDICTION PRIOR CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL TO CONGEALMENT OF PLUMBING. 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR INTERIOR WALLS E PARTITIONS HAO { 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. FLOORS 8 PLASTERED CEILINGS 11. NOTCHING AND BORING OF STUDS, I, AND SHALL NOT BE ALTERED OR BE 'REPRODUCED WITHOUT WRITTEN JOISTS, RAFTERS AS PER BUILDING GODS. L/360 - -- -- -- ---- - -- - - -- - -- W PERMISSION FROM THE ARCHITECT. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NOR ANY POTENTIAL DAMAGE THEREOF. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ALL OTHER STRUCTURAL MEMBERS L/240 - , , c II - ------------ - -- -----j 11- ---- - -- -� � 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE X OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-0" AND AT EVERY 8'-O". EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360UJI J MECHANICAL CONNECTIONS: 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE H 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. j I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 SIMPSON MAY BE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 5UB5TITUTED WITH AN APPROVED EQUAL PRODUCT. P`-2 - L/240 V i EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY RUBBISH, WASTE MATERIALS, TOOLS, .To., GLEAN GLASS AND LEAVE WORK "SIMPSON" MANUFACTURER. Ib. APPLY ALL CONDITIONS NI ADDRESSED IN FASTENG 5GHEDULE AS --- -"- - - NEGE55ARY. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES - - L/120 - -- + BROOM GLEAN. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES Q INDICATED IN 'SIMPSON PRODUCT LITERATURE. THERE ARGHTEGTBIF ANY 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LOADIN VALUES, CONTRACTOR SHALL CONTACT I LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" THROUGH A-3w STRUCD TURAL ESIGN LOADS AND ORDINANCES. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. _ - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB FLOOR SHALL NEVER EXCEED A I6 SPAN. - I DEAD LOAD - - - r THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER COMPLETION OF PROJECT. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPIN I i\/E LOAD 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 17. THE CONTRACTOR SHALL INDEMNIFY AND BOLD HARMLESS THE OWNER, ARCHITECT AS PER PAGE A-I THROUGH A-3. EXTERIOR BALCONIES ii 60"psf 15 psf {I ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM ACCORDANCE w/1 AWPAAC22RN ERE DRILLTNGEAND OR GUTT NGATED BER INOCCURS, FIELD DECKS 40 psf 15 psf ATTORNEYS FEES ARISING OUT OF OR: RE5ULTIN5 FROM THE PERFORMANCE OF HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO - -- -- - -- - ------ - -- - --- P I INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN 16YP UYPSUMM ALL HALLBBOARD 5YST'EM5 SHALL BE OF A TAPE JOINT AND JOINT MANUUFFAAG'NRER SUCH ASCTOR 15 TO AHAN ELL R�NA LS, SCREWS, FLASHTHAT 15 ING, ANCHOR BOLTS,5Y P.T. LUMBER ATTICS WIT TOUT STORAGE (ROOF BELOW 3 PITCH) 10 sf 15 psf WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. -- _ -- -- -FIT H) 20 sf -- ! - - - 1 CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY COMPOUND METHOD. ETC. FOR ROGATIONS SUCH AS: LEDGER EP SILL PLATE, DECK CONSTRUCTION, ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) - - - p 15 psf EMPLOYED BY ANY OF THEM, OR ANY FOR WH05E ACTS ANY OF THEM MAY 2, ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS I II BE LIABLE REGARDLESS OF WHETHER: OR NOT IT IS CAUSED IN PART BY A -- - --- --- - - PARTY INDEMNIFIED HEREUNDER. - DEEMED APPLICABLE. A. RESISTANT (H.R.) AT BATHROOMS AND WHERE 21. LVL A(LTRUS JO 5T' McMIL AN LUMBER) -15-psF DENOTES MIGROLAMEITHER OF THE FOLLOWING: ROOMS OTHER THAN SLEEPING ROOMS Lil - -40 psf--- -- I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC, 2.OE G-P LAM SLEEPING ROOMS I' 30 psf 15 sf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 3. 5/8", ONE HOUR RATED, TYPE X GYPSUM BOARD ON CEILING AND WALLS PSL (PARALLEL STRAND LUMBER) DENOTES p-_____.�' p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET A. TRUSS J015T MGMILLIAN 2.OE PARALLAM STAIRS - -- - -- 40 psf I -- p psf CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING ALL TO BE INSTALLED AS PER MANU. SPEC.'S15 sf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, GUARDRAILS AND RANDRZAILS 200 sf APPLICABLE CODES AND OOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CONCRETE PANELS SEE FLOOR OTHICKNESS R IF LM MINIMUM. 22.WOOD FRAME, INSTALL 22 FOR NEW WARES, A PERFORATED SHEARWALL SYSTEM IS USED. THE - r -- -- AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN Ji 15 psf CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I p p_-_--____ AUTHORIZATION OF THE ARGHITEGT/E'NGINEER. 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE NOTES, AND TABLES ON PAGE5 A-1, A-2, k A-3. THE FASTENING SCHEDULE 1 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS TAPED AND RECEIVE THREE: COATS OF JOINT COMPOUND. ALLOW 24 HOURS SPECIFIES THE REOV NAILING FOR THE 5HEATHING (ANY NAILING 12 psf FOR ATTIC TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED, UNLESS OTHERWISE SPECIFIED. ALL PIMEN51ONS AND CONDITIONS ROOF LOADING (LIVE GROUND SNOW LOAD) 20 psf 15 psf FOR CATH. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. 5. METAL CORNER BEAD TO BE USED ON ALL eVT51DE CORNERS AND AROUND SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS a MANU. 5PEC.1s). ALL OPENINGS. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 'BALL 57RJGTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 20. H INTERFERE T I REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK A5CE 7-IG (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) WRIGR INTERFERES WITH NEW CONSTRUCTION IN A WORKMrAN LIKE MANNER. 6. FASTEN GYPSUM BOARD AS PER FA5TENINC SCHEDULE ON PAGE A-1. - - --- 23. COLUMN BEARING AS FOLLOWS: I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, - -- "" SPECIFICATIONS, UNLE55 NOTED OTHE:R:WISE. TREATED HOOD 4 FLASHINO. STEEL COLUMNS ARE TO STEEL SHIMS a A MIN. 3/4" OF NON-SHRINK GROUT R O FOUND. WALL w/ II CLIMATIC AND OEOORAPHIC DES.ON CRITERIA 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. GLASS WINDOWS AND DOORS SECURE w/ (2) I/2' 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ®1. ALL OLA55 TO BE 1_ OH-E, UNLE55 GROUND SNOW LOAD -- - ---- 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 2. GRAS DOORS AND WNDOWSLSHALL NOT BE INSTALLED UNTIL PROPER POSTING a C.M.U. WALL SEE2" LONO PLA HOOKED OR REQU RED REINFORGNG (® MN.BOLTS a NEA FOUND. NALLS). FOR AIbY 20 LBS UNAUTHORIZED USE UNDER FEDERAL I-AN BY THE ARCHITECTURAL WORK5 WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED a POSTING, U.O.N.). II COPYRIGHT PROTECTION ACT OF 19gO (AWCPA), WHICH HAS SEVERE PENALTIES. CLEARANCES ARE PROVIDED. (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE BASIC WIND SPEED 130 MPH 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED IN A 5HWAN EARALL, ALL ANCHORS MAKIN NOTE ATTACHMENT ARE TO BE 041 ANCHOR BOLTS WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, U.O.N. WITH TOP GSTANDARD 5HEARWALL HAR.DWAR:Ew APS a STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG WIB UNLESS OTHERWISE NOTED. s L_-- --._EXPOSURE CATEGORY i, ------ - - --- --_ ". -- ---- GORES AND REFERENCE STANDARDSEISMIC DESIGN CATEGORY : w/ 6 RI5E 3 w/ (2) /4 0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-I THROUGH A-3. B Ii BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MANUFACTURERS SPECIFICATIONS. - - I I WEATHERING SEVERE MAINTENANCE CODE. 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ENERGY CONSERVATION CODE. ELECTRICAL: N WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME Z FROST LINE DEPTH CONSTRUCTION MANUAL BY AF Q PA. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR TO 2011 NATIONAL ELECTRIC CODE NFPA 70 AND 2015 INTERNATIONAL ENERGY ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. TERMITE - - O I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM i- - - +---�-- __---_--- -----"- CONSERVATION GORE. MODERATE TO HEAVY 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING CODE. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPONICE BARRIER REQUIRZED YE5 COMPLETION OF WORKr SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. --- - ---- ' II + ---- - .- . 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL w I MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: F- SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 0 j 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, �: NFPA '70 SMOKE DETECTORS w/ BATTERY BACK-UP IN:0 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 01. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO 5UE35TITUTE WITH -- -- -- -� --- --- ----------- ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE A. EACH SLEEPING ROOM w CONTRACTOR TO VERIFY THAT THE GHARAGTERI5TIG5 OF THE WINDOW MATCH THE CHARACTERISTI05 OF THE ANDERSEN WINDOW SPECIFIED. THE B. OUTSIDE OF EACH SEPARATE SLEEPING ECTION NOTES: CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DF-51ON PRESSURE, AREA IN THE IMMEDIATE VICINITY OF GENERAL WIND PROTECTION CONN ADAPTED FROM STANDARD FOR ECTI GAME RESISTANT RESIDENTIAL ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 THE BEDROOMS (GENERALLY THE HALLWAY) CONSTRUCTION;557D 10-qq AND 2015 SBC HIGH WIND EDITION WOOD FRAME REQUIREMENTS. CONSTRUCTION G. EVERY LEVEL OF DWELLING ~ I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHARE BE (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) Y��e�� f TEMPERED GLASS. �` FLOORS, 5T'UD5 AND ROOF FRAMING SHALL BE PROVIDED. �J y 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING GORE, 5ECTIONI 2306 OF IBC SHALL f �� BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. . �~ 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL J '+ AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. tF NA L NO/STRAFE'I NO lol l NDON/DOOR HEADER �- , r!37 4 � 0 4. WERE WINDOWS INDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL �+ SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE � PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS OF AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. ivy 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPP051NG CONT I NUOU5 5U I LT-UF O I RDERS, THREE OR, MORE 5UFPORT5 RAFTERS EXCEPT WHERE COLLAR: TIES OF IX6 OR 2X4 LUMBER 15 LOCATED NOTATION: IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. CONNECTION PATTERN 5GHEDULE A- NUMBER OF 8d NAILS a EA. END OF STRAPPING (3.7, P. 157-2001) 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 1 B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOOR5) (3.235, P. 1415 -2001) PROJECT: 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY BETWEEN 1/6 G- NUMBER OF FULL HEIGHT KING STUDS I6" WITHIN 4' OF EXTERIOR CORNE`.RS. I', CONNECTION a I/4 of A 8. SILL PLATE TO FOUNDATION ANGF+ORALE;SILL PLATE SHALL BE ANCHORED DESCRIPTION a EA. SIDE OF HEADER (3.230,P. Iq3 - ALTERNATE .23D, PG. Iq4 -2001) PATTERN ASSEMBLY REQUIREMENT5: D- NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TARTAG LIA TO THE FOUNDATION WITR ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER MAX.32" r { {" 'ti 1`� � ''' _-F~ r- - TO END OF HEADER a EA. SIDE (3.7, P. 157 d WORKSHEET-2001) (, E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F Plgl-2001) w ' A� WHEN GIRDERS MADE UP OF JOINS NAILED TOGETHER I, I I 4 I? IV OVATI O 1�9 SUPPORTS, JOINTS ARE O BE LOCATED BETWEEN ONE A -D F- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD OF � AND 3X3 X�' WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE '��A (2)Rows 1oa NAILS• I2"o.c. �I SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE I ED OF EACH OF EACH PLATE. BOLTS SHALL HALLTHAVE A MINIMUM EMBEDMENT OF 7 N GONGRETE/MASONRY !B (3)ROW5 lod NAILS• 12"O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN TO END OF 5ILL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS INTERMEDIATE SUPPORT. NO TWO G O ADJOINING JOISTS, (3.8,P. 157 aWORKSHEET -2001) AND AT SPACING NOT EXCEEDING 4' ON CENTER. (2)ROw5 1/2" m BOLTS a 12"O.G.5TA66ERED; -- - -- - G DBL.a ENDSECE TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. NOR MORE THAN ONE THIRD THE TOTAL NUMBER ARE BUILT E I _ - - -- ---- -- BUILT UP GIRDER P MAX.32" B (2J ROWS I/2 FASTENINO 5CHEDULE B 55255 NORTH ROAD D �BOLTS a Ib O.G. r-- _- I I�i E (2)ROWS I/2' m BOLTS a 24' O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE I ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS NAILING: L [IN ACCORDANCE WITH WOOD FRAME GREENPORT, N.Y. 11944 BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, " F 1' CONSTRUCT ON MANUAL 2001 EDITIONI FOTHERS STAO (scREWED ON(la'STRUSOP MEMBER rK WS a 12"O.C. a I/4 OFA BETWEEN NAILS IN A HORIZONTAL DAL L NE OR GIRDERS ARE (2)ROWS 3-3/8'TRUSSLOGK 5CREWS a 16"0.0. 1 _-- �, + ; !,I ; ' I' I'I' NOTATION ,I i, '� I 'I DRAWING TITLE: A I --- - - --- -- I'6 SCREWED ON(U SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR i , �' -- _ ` A B G ° GENERAL NOTES EACH END OF EACH JOIST, OTHERS 57AOOERED W A ROUGH E F G H (2)Rows ON(1)51 OL GK SCREWS ws ao2G°o.G. THREE-PIECE P DISTANCE OF 32" BETWI=EN NAILS IN A HORIZONTAL LINE. Ell OPNG =f l + _-_ __- - - - --J SCREWED ON(I)SIDE OF MEMBER 111' I O52" - - DESIGN DETAILS K (2)Rows s T 50REPECI ON sLocK SC a b"O.C. ON EA SDE w//1TWOR EAR EA ELAND OF EA. PI E�INGLUDING 11" -2-0 - I 2 J SIDE OF MEMBER BUILT UP 61RDER MAX. _ NAILS „ 11 -- - L 5GREWED ON BOTH SIDE OF MEMBER a I/4 OF INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TAGGERED w/ - - q ROWS s' TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/6 A DISTANCE Or- OT MORE THAN 32 BETWEEN NAILS IN A --------- (2) -- REQUIRES SILL PLATE OF 2'x6 (MIN.) 6 O 5 I 3 ' o iSGREWED ON BOTH SIDE of MEMBER FOUR P�GELCIDERS ARE TO 8E A55EMLED A REQUIRES (3) 2"x12" HDR (MIN.)II , ,- 'I- --��,-----. -1;---------I'i------" 3 I- -3 PAGE: IED FOR THE THREE-PIECE 8 O - NOTE: S SHOWN, AND Ji I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIE' - � 7 �' 2 3 ISI `�' `�' 4 I '' PLAN SHALL USE CONNECTION NAII�H R0"OR LH SIDES OFMEMBERFOUR-PIECE GIRDER. -'i' _--III---------ii---------I ---------;''------- +Ir------- 10 Aom"A, ANCHORING: - - - I- - - - -a1- - ' - -- b CONNECTION PATTERN 'B'WHEN 10"OR LARGER I i 2.WHEN SCREWING L FOUR PIECE OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, Jit ' NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. -- - -- -- ----- - DATE: 04/27/21 2 OF 4 OENERAL` ERAL S*Nr I " I50L I<E I : i I I I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT REPLACE EXISTING RAILINGS; ----- a WOOD FRAME (L.G. STL. NEW 4X4 TREATED NEW 42" HIGH RAILINGS MIN. 42" HIGH. GL05E IN BACK E)gSTING TO REMAIN WHEN APPLICABLE) POSTS WRAPPED W/ I BY OF EXISTING OPEN STAIR RISERS _ NEN WOOD FRAME (L.G. NEW FOUNDATION WALL _ _ _ - _ 1 51"L. WHEN APPLICABLE) —4'-4yq"— 4'-334 4-3!3/4 —4-35/4 1-4-4)12 � REPLACE EXIST. _ HEADER .\ i it i FLOOR PLAN NOTES � REPLACE EXIST. -- - - EXISTING GONG. SLAB TO REMAIN;A55UME 12" HEADER O STAIR $ RAILING NOTE: DEEP HAUNCH FOOTING, EXIST. DECK TO BE OPEN _- - I. ALL NEW STAIRS SHALL HAVI= MAX. 1-3/4" RI CONTRACTOR TO V.I.F. TO 5<1( 6 MIN. lo" Tr - RISERS SHALL. BE CLOSED 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PA55A5E OF A 4" -V SPHERE; 36" HIGH HANDRAIL d SPINDLE SPACING NOT la TO ALLOW PASSAGE OF A 4" 0 SPHERE EXISTING WOOD 3. GRIPPABLE RAIL AS PER CODE STEP TO REMAIN 13'-834 NEW SMOKE DETECTOR / GO DETECTOR NOTES: jCONDENSER I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5MOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NEW � 2.INSTALL ALL AS PER MANU. SPEG.'s DN. o 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR AS PER ZBA APPROVAL NEW IN COMPLIANCE WITH LOCAL CODE m OOR TO BE WOOD DOOR W/ --E WINDOW;FULL GLA55 DOOR - -NOT PERMITTED DOOR NOTE: - O Lu I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED - OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). D 2.INSTALL NEW EXTERIOR DOOR.5 WHEN GALLED EXIST. LIVING EXIST. � I � OUT ON PLANS BY 'THERMATR'J' (OR EQUAL). ROOM KITCHEN ! U 3. DOOR TYPE TO SELECT NEW WOOD ! W 4.INSTALL AS PER MANU 5PEC.'sF-- STAIRGASE TO _ V EX15TINO EXIST. ACCESSORY J WINDOW NOTE: GRAWLSBELOW NEW 2"xb"PACE BELO O � ::` "� —j W WF.J. ® Ib" O.C.1. ALL NEW $ DOORS SHALL BE STORAGE ANDERSEN 400 5ERIE5 CASEMENT,DOUBLEHUNG, NON-HABITABLE, UNFINISHED OR GLIDING (AS NOTED); INSTALL AS PER MANU. 1 SPACE Q NEW SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #9 IN ' DUCTLESS "GLASS WINDOWS AND DOOR°i" ON PAGE A-100 UNIT _ 5M/GO 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS l SHALL HAVE 5TRAIGHT ARM HINGE WHEN 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE - - - - - - - - - TILT WASH , 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. OL. NEW I! a zam EGRESS NOTE: - - JI 5M/Co IN COMPLIANCE WITH NEW YORK STATE BUILDING SM/GO m II GL. II _ .. � X v .I NEW I--- CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF I�icb LU L 7-9 DUCTLESS EGRESS SHALL BE FOLLOWED: I, S UNIT NET CLEAR OFF-NINO........... 5.7 S.F. ALL EXISTING MODIFIED STRUCTURE REMAIN TO NEW BATHROOM -- NET CLEAR HEIGHT............... 24" MINIMUM MODIFIED m 8 GL. MODIFIED EXIST. NET CLEAR WIDTH................ 20 MINIMUM BEDROOM 2Qxb BEDROOM WINDOW/DOOR FRAMING: ,� SHOWER --- 5 SEE PAGE A-100 FOR FRAMING 5 3 O ELEMENTS AROUND DOORS AND Ll NEW i DUGTLE55 T .: r WINDOWS (TYP. FOR ALL) U.O.N. UNIT m O ARAOE/AFF TMENT PROPOSED FIRST FLOOR 5' lo' SCALE: 1/4" = 1'-0" O ARAOE/AFARTMENT FROFOSED SECOND FLOOR I. . SCALE: 1/4" = 1'-0" I LL z li li I I r, Qin Z N Ory Lu (n } v- MIN. 4" BETWEEN EDGES OF I-I/2" SQUARE BALUSTER Q n1 (STYLE TO SELECT) Z w 'i 51MPSON H2.5A RAFTER OU TIE (OR EQUAL) EXIST. - - - - ---�-- - - - ---- - - - COVERED 5/4"xb" P.T. DECK PORCH BOARDS Lu (2) 1/2"(P HOT DIPPED 6ALV. w BOLTS ® EA. POST w/OVER51ZED P.T. D-J. AS _ Z —WASHERS 4 END NUT PREBORED PER PLAN (V INTO BEAM, POST, DECK TIE E RIM BOARD ASSEMBELYa�'ar 'F-- P.T. BEAM AS NOTED � ,.. SOLID BLOCK ® 12" O.G. Al" (2) 5IMFI50N D JT14Z (I) 1/2",PH.D. GALV. THRU '' < DECK JOI5T TIE ® BOLT w/OVERSIZED WASHE?�. f:c ye EA. P05T d END NUT PREBORED INTO POST d DECK JOIST TIE ?1, EXIST. DN. DECK RA I L I NO DF-TA I L EXIST. LIVING EXIST. "' y f /C.I, ROOM KITCHEN SCALE: 3/4" = I'-O.. S . . I � PROJECT: EXIST. GARAGE TARTAG LIA RE(VOVATION -') 55255 NORTH ROAD Xv GREENPORT, N.Y. 11944 Li ('.-- EXIST. EXIST. DRAWING TITLE: BEDROOM BE7pRCOM _ EXIST. PROPOSED FLOOR PLANS BATHROOM DEMOLITION PLANS ~ I x�I w -- - - PAGE: 0ARAOE/AFARTMEN7 - F I RST FLOOR DEMOLITION FLAN �N - S�GOND FLOOR DEMO I T 10 OARAOE/AFARTM T L N FLAN SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" DATE: 04/27/21 3 OF 4 REPLACE EX15T. ROOF 5HINOLE5 AS NECESSARY REPLACE EXIST. C ROOF SHINGLES AS NECESSARY REPLACE ALL - - - - STING IDIN , - - - -- XI 5 G• - REPLACE HO TO SELECT -- - REMOVE AND I i I - - - ---- ---- j - EXI5TIN5 WOOD - - - - - --- -- - -- ---- -- - -- III - RAILING - - - --- i REMOVE AND REPLACEEXISTINO - - WOOD RAILING I II i I I , In I ii REPLACE ALL - - - - I II EXISTING SIDING; I I _ II I HO TO SELECT I I it I I - - - PROVIDE - - - - - - - ENCLOSURE FORNEN POOP,-- - - - - AS II T - -- - BACK OF PROVIDE - -- - - - -- - PER PLAN -- - EXISTING OPEN ENCLOSURE 1:1 ! - - - I I - -- - - RFOR BACK ISER (TYPJ OPEN - - -- --- - - - - - IR15FR I I I i I - - -- (TYPJ - - - - - - WI I - I I II 2 J I � I I I I I I . II I I Y REMOVE EXI5TIN6 METAL y y COLUMNS;REPLACE TREATED COLUMNS PROPOSED RI6HT ELEVATION PROPOSED REAR ELE\/ATI ON WRAPPED IN IX � „ re•.�„ SCALE: 1/4” = 1'-0" SCALE: 1/4" = 1'-0" ti E i I - - i I ! i I l I II - - - I I I - - - - ; REPLACE ALL EXISTING SIDING - HO TO SELECT I I ! I IL - o 4" FRE31-1 AIR VENT off, 71 HROU6'-I ROOF I I � � d- - uj Lii -- --- - - - ----------- I - - --- I U -- LAUNDRY -J Q FULL BATH ___ _--- I FULL BATH I LAUNDRY o G r - 2 - I a NOTE: �- -f - - - --- --- - Pi�OPOS�D 'Ol'�lTL �>�TI ON ALL PLUMBING WORK SHALL CONFORM TO w O i p LOCAL PLUMBING CODE SCALE: 1/4" = 1'-0" I I Q (2 I PROVIDE 'ABE500 FF200 FIR p I I EXPANDING FOAM" (OR EQUAL) p q4 Qr R w U I I AT ALL PENETRATIONS IN FIRE v I LEGEND ''"` `'Rc RATED WALLS AND N xi IS I IQ I FLOORS/CEILINGS. PRODUCT Iv _ I HOT WATER 1 2 I CONFORMS TO A5TM E 814, N. ry - ry I - -11 F------ SUPPLY - I I- SHOWER -- G.O. 2' I ------LKASHER _ _ F- -I 7„ F� CONNECT TO NOTE: EXIST. WATER PROVIDE "ABESGO FP200 FR ALL PLUMBING WORK SUPPLY SYSTEM EXPANDING FOAM" (OR EQUAL) ��'r SHALL CONFORM TO I AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE 0, RATED WALLS AND � II O O I j FLOORS/CEILINGS. PRODUCT +Y. IL GLEAN OUT 0 j CONFORMS TO A5TM E 814, ASTM E 54, AND UL 14.79 t 3 AS REO'D - - - EXIST. F.A.I. TO _ I PROJECT: - - LL REMAIN II i j I TARTAG LIA RENOVATIONI I _ --- - - - - I -- - - - --- II 55255 NORTH ROAD -- - - - - - EXIST. 4 MAIN IIII _ ISTx�snN , 4 DRAIN Q ! GREENPORT, N.Y. 11944 G -- - - HO TO SELECT N 4 1 - - - HOUSE - - - TRAP DRAWi EXIST. I , -- -- - -- - INC TITLE: - - I , - - I - _ - _ _-- --_ _ - PROP. ELEVATIONS I PLUMBING RISER DIAGRAMS I - -- T WATER M TO EXIST. - - - -- I i AIN - ------ - SEPTIC SYSTEM - -- PAGE: ------- Am 3,& 0 0 G I \ / I O ARAOE/AFARTMENT — PLUM3I I�iO R 1 SER — DRAIN / NASTE / VENT O ARAOE/AFARTMENT — PLUM 31 NO RISER — SUPPLY PROPOSED LEFT ELE Y AT I OI�t SCALE: NTS SCALE: NT5 SCALE: I/4" = 1'-0" DATE: 04/27/21 4 OF 4 Go 171, F LD �. I`r• �h.�. �J, �I.-� it � .11 ;I I. I I ,. }}YORK i,^Tf—. PC,— r.[�Uf drf > C!;,MPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED A - S0 VIO "WG BOARD SWN TRUSTEES w .r.DEC Q • .- - - - fie, oyF ti.,� .,. -d �l 4fl r,• .. W.F`hl ea�.w I s,5 .p uj LJ •CAT N !O COX V7 ENT BEFORE Of�OCCUPANCY : I?ER USED k 'vi%n TER SYSTEM -'J"10 OF PLUMBING L PLU"",BMG WASTE H LG: is 9 L=17W o U li.i Q iDAA' _ a ®� mc-\o TE T RE ARCH I C U ANTHONY PORTILLO, R.A. , LEER AP PROJECT: uw,iG aKbaiM-H,�.ta+'.6:'w.i.L46vr.{LeRe �i': AG LIA r � TART x ,y to — — LAUREL 'RANKLINVILLE ROAD 204 25TH STREET, BITE 203RENOVATION N ,Y. 11948 BROOKLYN , N .Y. 11232 55255 AD LLC GR EN ORTRN.Y. 1TH G1 44 0:5:16-2mltam4-0 :160 DRAWING TITLE: TITLE PAGE PAGE: PF DATE: 11/14/19 10174 NOTES � 5FE(1 F 1(ATI ONS PLUMBING CARPENTRY FAOF. <F.)000' : - IT 15 THE CONTRACTOR'S RE5PONSI5ILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDED 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 b BETTER (Fb = 8"15) UNLESS T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON51BILITY TO READ ALL NOTES, SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC OTHERWISE NOTED. SPECIFICATIONS,AND BE FAMILIAR12V WITH THE PLANS PRIOR TO WORK BUILDIN65 BULLETIN 2008-005. INSULATION 4 FENESTRATION REQUIREMENTS T"� I Oo TITLE PAGE 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 5" MIN. FOUNDATION EXPOSURE. ' GENERAL WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 COMPONENT PROPERTIES R402.1.2 NY Err-. 2015 TABLE COMPLIES F AND AT BASE OF VERTICAL WASTE PIPES. PROVIDE SILL SEALAN5ULATION. SIZE OF SILL TO BE (2) 2 xb', UNLESS (1) 2"xbll APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER NYSEGG 402.1.3 AND TABLES GENERAL NOTES 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM FOOT. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR WINDOW U-FACTOR YES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. LEAKAGE 0.30 CFM/SF U-FACTOR=0.35 MAXIMUM STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOW5, UNLESS OTHERWISE NOTED: AIR LEAKAGE=0.30 CFM/5F - DISH WASHER.........................................2" 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - KITCHEN SINK........................................2" FLOORS, ROOFS, AND WALL5. MIN. R-20 A5 PER TABLE AND AUTHORITIES HAVING JURISDICTION. - LAVATORY...............................................2" WOOD FRAME WALL R-VALUE R-21 CAVITY INSULATION 402.1.2 OF NY5 ENERGY YES 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - SHOWER/TUB..........................................2" 6. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, CODE - ZONE 4 A-200 PROPOSED FLOOR PLANS - TOILET........................................................3 U.O.N. OF THE OWNER/BUILDER - LAUNDRY .................................................2" DEMOLITION PLANS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - FLOOR DRAIN..........................................3" 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. WITH THE WORK. THROUGH ROOF. TA SLE R501.1 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE PROPOSED ELEVATIONS 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d P.T. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS UNLESS APPROVED BY THE ARCH ITECT/EN6INEER. DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW PLUMBING RISER DIAGRAMS 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS PROTECTION. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE BEFORE THE START OF FRAMING ON PAGE GENERALLY, SHEATHING IS OF 1/2" THICKNESS E WALLS AND 5TRUGTURAL MEMBER ALLOWABLE DEFLECTION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 15 ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS - AND LOCAL CODES. WITH BACK FLOW PROTECTION. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STAT1 APPLICABLE. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 9• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. W/ NO FINISHED CEILING ATTACHED TO RAFTERS 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR INTERIOR WALLS d PARTITIONS H/180 CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL TO CONGEALMENT OF PLUMBING. 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RAAPPROVED EQUAL. II. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING CODE. FLOORS $ PLASTERED CEILINGS L/360 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT LLJ PERMISSION FROM THE ARCHITECT. NOR ANY POTENTIAL DAMAGE THEREOF. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ALL OTHER STRUCTURAL MEMBERS L/240 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8- RESPONSIBLE FOR MESION INTENT ONLY. O" AND AT EVERY 8-O EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 W MECHANICAL CONNECTIONS: . 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F- k I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON" MAY BE A-2 EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 = J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 5UB5TITUTEM WITH AN APPROVED EQUAL PRODUCT. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA 5PEGIFIED BYV J RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK "SIMPSON" MANUFACTURER. Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 BROOM GLEAN. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES NECESSARY. Q INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 15. THE CONTRACTOR SHALL CARRY 1^IORKMAN'5 COMPENSATION AND GENERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 THROUGH A-3M LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY 'SIMPSON' 5TRUGTURAL DESION LOADS AND ORDINANCES. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I8GOR E.16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER OE. ib. THE CONTRACTOR SHOULD FULLY E�UARANTEE HIS WORK AND THE WORK OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS EOF WALL ABOVE. SUBFLOOR SHALL NEVER EXCEED A 16' SPAN. USE LIVE LOAD DEAD LOAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ` COMPLETION OF PROJECT. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ?. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING EXTERIOR BALCONIES 60 psf 15 psf 17. THE CONTRACTOR SHALL INDEMNIPr' AND HOLD HARMLE55 THE OWNER, ARCHITECT AS PER PAGE A-I THROUGH A-3. AROHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 8. ALL CONNECTORS SPECIFIED A5 A "51MPSON" TOP MOUNTED BEAM HANGER AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN DECKS 40 psf 15 psf ATTORNEYS FEES ARI51NO OUT OF OR RESULTING FROM THE PERFORMANCE OF HANGER ONLY ALONG WITH 5PECIFICATION5 L15TEP ABOVE. ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, GYPSUM WALL BOARD CONTRACTOR 15 TO INSTALL HARDWARE THAT 15SPECIFIED BY P.T. LUMBER ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURER SUCH A5: HANGERS, NAILS, 5GREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE COMPOUND METHOD. ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 sf 15 psf CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY h EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf PARTY INDEMNIFIED HEREUNDER. DEEMED APPLICABLE. A. TRU55 JOIST McMILLIAN 1.9E MICROLAM 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDINGB. GEORGIA PACIFIC 2.OE G-P LAM SLEEPING ROOMS 30 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 3. 5/e,", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALL5 P5L (PARALLEL STRAND LUMBER) DENOTES (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET A. TRU55 JOIST McMILLIAN 2.OE PARALLAM OF CONCRETE, ETC. ARE TO BE CARE'=LILLY SUPERVISED BY THE CONTRACTOR IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING ALL TO BE INSTALLED AS PER MANU. 5PEG.'s STAIRS 40 psf 15 psf A LI SURE THEY ARE IN AGGORD ACT WITH THE DRAWINGS, SPHE PRATION5, EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE GUARDRAILS AND HANDRAILS 200 psf 15 psf AND SPECIFICATIONS OF WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARGHITEGT/EtI6INEER. 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE NOTES, AND TABLES ON PAGE5 A-1, A-2, 4 A-3. THE FASTENING SCHEDULE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 12 psf FOR ATTIC, TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR OATH. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 51HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.s). 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK ALL OPENINGS. HOLDOWN LOCATIONS ARE 5PEGIFIED ON THE FOUND./FLOOR PLANS. "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 6. FASTEN GYPSUM BOARD AS PER FA5TENIN_m SCHEDULE ON PAGE A-1. 23. COLUMN BEARING AS FOLLOWS: ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, SPECIFICATIONS, UNLE55 NOTED OTHE"15E. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WALL w/ STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACGES5I5ILITY 5TANDARD5. GLASS WINDOWS AND DOORS SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. EXIST. WALL5 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY GROUND SNOW LOAD 20 LBS 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WQU POSTING ® G.M.U. ALL SEE PLAN FOR REWIRED REINFORCING (® MIN. 1(0" 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. CLEARANCES ARE PROVIDED. (BUTIIII WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE BASIC WIND SPEED 130 MPH 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W/ WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 8 ANCHOR BOLTS, EXPOSURE CATEGORY B UNLE55 OTHERWISE NOTED. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE W LONG GORES AND REFERENCE STANDARD: w/6" RISE $ w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LF-05 SEISMIC DESIGN CATEGORY B I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN 5TRICT ACCORDANCE WITH SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON FACES A-I THROUGH A-3. BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MANUFACTURER'S SPECIFICATIONS. MWEATHERING SEVERE MAINTENANCE CODE. 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE 2. REFERENCE STANDARD USED FOR A.'-L WOOD FRAMING, CONNECTIONS OF ENERGY CONSERVATION CODE. ELECTRICAL: FR05T LINE DEPTH 3'-0" Z WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM CONSTRUCTION MANUAL BY AF $ PA. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2015 INTERNATIONAL ENERGY ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. CONSERVATION CODE. TERMITE MODERATE TO HEAVY 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING O U CODE. 7 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON . ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL ICE BARRIER REQUIRED YES SCREENS AND HARDWARE NF-CE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COMPLETION OF WORK. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL MECHANICAL CODE AND 2015 INTF-RNA-71ONAL FUEL GAS GORE. 8. ALL GLASS IS TO BE FREE OF 50RATCHF-5 AND IMPERFECTIONS. 6LA55 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: Q SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, SMOKE DETECTORS w/ BATTERY BACK-UP IN: NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE A. EACH SLEEPING ROOM w CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE B. OUTSIDE OF EACH SEPARATE SLEEPING GENERAL WIND PROTECTION CONNECTION NOTES: CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, AREA IN THE IMMEDIATE VICINITY OF ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51DENTIAL ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS THE BEDROOMS (GENERALLY THE HALLWAY) � CONSTRUCTION;55T'D 10-99 AND 2015 555, HIGH WIND EDITION WOOD FRAME REQUIREMENTS. DAP 0. ' CONSTRUCTION 10. WINDOWS IN TUB/SHOWER F-NCL05URES AND WITHIN STAIRWAYS SHALL BE (B ASMENT, FIRST FLOOR,EVERY LEVEL OF DWELLING r� I. A CONTINUOUS LOAD PATH BETWEEEN FOOTINGS, FOUNDATION WALLS, TEMPERED GLASS. SECOND FLOOR, ETC.) FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. c° 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ~`I� r ` INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL ✓ ,,, �� AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL I I I /CJ I I/VI I �I j�o I/VI/�®O �'�,1�,� / J. SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE L ✓ r I `iL� Y PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS Dm F`° AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. G 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING DONT 1 NUOUS E3U I LT-UF O I RL/t�ERS, THREE OR MORE SUFFORTS RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER IS LOCATED NOTATION: IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR of RAFTERS. GONNEGTION FATTERN SCHEDULE A- NUMBER OF 8d NAILS ® EA. END OF STRAPPING (3.7,P. 157-2001) 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.23B,P. 193 -2001) PROJECT: 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY BETWEEN 1/6 G- NUMBER OF FULL HEIGHT KING STUDS 16" WITHIN 4' OF EXTERIOR CORNERS. CONNECTION DESCRIPTION a 1/4 OF A ® EA. SIDE OF HEADER (3.230,P. 193 - ALT'ERNATE;5.23D,PG. 194 -2001) 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED pq i2N ASSEMBLY REQUIREMENTS: D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TARTAG LIA TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER TO END OF HEADER ® EA. SIDE (3.7,P. 157 k WORKSHEET-2001) " " MAX.32 SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE OF �' AND 3X3 X� WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE �(2)Rows lod NAILS 012"aG. � P E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F,PI91-2001) PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE A D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD RENOVATION BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MA5ONRYr3)ROWS IOd NAILS m 12"O.C. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN TO END OF 51LL(5) ® EA. 51DE (DOES NOT APPLY TO DOORS) FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS P^ INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (3.6,P. 157 s WORKSHEET-2001) AND AT SPACING NOT EXCEEDING 4' ON CENTER. (2)ROW5 I/2" m BOLTS® 12"O.G.STA66ERED; TWO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE DBL.• ENDS BUILT UP 61RDF-R P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. L�(2)ROWS 1/2" 0 BOLTS• 16"O.G. E FASTENING 5GHEDULE B 55255 NORTH ROAD NAILING: ROUGH OPENING FRAMING RE:OUIREMENT5 FOR WINDOW/DOOR OPENINGS (2)ROW5 1/2" BOLTS• 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE [IN ACGORDANOE WITH WOOD FRAME GREEN PORT, N.Y. 11944 BETWEEN 1/6 WITH lad NAILS, TWO NEAR EACH END OF EACH PIECE, CONSTRUCTION MANUAL 2001 EDITIONI (2)ROWS 3-3/8"TRU55LOGK 50REW5• 12"O.G. b 1/4 OF A D SCREWED ON SIDE OF MEMBER OTHERS STAGGERED WITH A D15TANGE OF I6 INGHES BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE �I(2)ROWS 5-3/a'TRU55LOGK 5GREWS• 16"O.C. >� A NOTATION DRAWING TITLE: u SCREWED ON(U SIDE OF MEMBER TO BE NAILED FROM EAGH SIDE w/ IOd NAILS, TWO NEAR A B G D E F G EACH END OF EACH JOIST, OTHERS STAGGERED W/ A ROUGH (2)ROWS s-s/8"TRU55LOGK 5GREWS o 24"o.G. GENERAL NOTES D SCREWED ON(U SIDE OF MEMBER DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. OPNG (2)ROW5 5"TRU55LOGK SCREWS m 12"O.G. THREE-PIECE DESIGN DETAILS 5GRE1^ED ON BOTH 51DE OF MEMBER BUILT UP 61RDER P MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS 2'-0" 2 I I I I I (2)ROWS s"TRu55LOGK 5GREW6 o Ib"O.C. ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INGLUDIN6 SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE`. JOINTS, AND w/ THE OTHERS STAGGERED w/ 4' (2)ROWS 5"TRU55LOOK 5GREW5• 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 5GREWED ON BOTH 51DE OF MEMBER b 1/4 of A HORIZONTAL LINE. REQUIRES SILL PLATE OF 2"xb" (MIN.) 6'-0" 5 I 3 3 3 3 NOTE: P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND REQUIRES (3) 2"x12" HDR (MIN.) PAGE: I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE B'-0" 7 2 3 4 4 4 PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P, GIRDER. 2.WHEN 50REKN6 OR NAILING FROM BOTH 51DE5 OF MEMBER- FOUR-PIECE -100 ANCHORING: OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDER5 ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. DATE: 11/14/19 2 OF 4 OENERAL. 5 I I ' 50L= I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. REPLACE EXISTING RAILINGS; EXISTING TO REMAIN WHEN APPLICABLE) MIN. 42" HIGH. CLOSE IN BACK OF EXI5TIN5 OPEN STAIR NEW WOOD FRAME (L.G. NEW FOUNDATION WALL RISERS STL. WHEN APPLICABLE) I I I FLOOR PLAN NOTES FLOOR PLAN NOTES — I STAIR RAILING NOTE: WINDOW / DOOR FRAMING: EXIST. O I. ALL NEW STAIRS SHALL HAVE MAX."7-3/4" RI O SEE PAGE A-100 FOR FRAMING I 4 MIN. 10" Tr - RISERS SHALL BE CLOSED ELEMENTS AROUND DOORS AND COVERED 2. 42" HIGH GUARDRAIL $ SPINDLE 5PAGIN6 WINDOWS (TYP. FOR ALL) U.O.N. PORCH I L NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; - 56" HIGH HANDRAIL $ SPINDLE 5PAGIN6 NOT NEW LAUNDRY ROOM: TO ALLOW PA55AOE OF A 4" 4) SPHERE O I. NEW WA5H / DRY HOOK UP 5. ORIPPABLE RAIL AS PER CODE 2.COORDINATE LAUND. ROOM d DOOR EXISTING WOOD DIM.'s w/SIZE OF EQUIP. m 5 SMOKE DETECTOR / GO DETECTOR NOTES: .PROVIDE HOOK UPS AS REO'S PER n STEP TO REMAIN NE O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MANU. NEW SMOKE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DRYER EXHAUST NOTE: 2.INSTALL ALL AS PER MANU. SPEC.'S I. DUCT SHALL TERMINATE TO EXTERIOR NEW 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.DUCT SHALL TERMINATE MIN. 5'-0" FROM ANY DN, IN COMPLIANCE WITH LOCAL CODE OPENINGS 5. DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER O DOOR NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN _ 3 I. INSTALL NEW INTERIOR DOORS WHEN GALLED CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO i0 L11 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO `p D OUT ON PLANS BY 'THERMATRU' (OR EQUAL). EXCEED 8 FEET AND SHALL BE LISTED AND LABELED EXIST. LIVING EXIST. ~ 5.DOOR TYPE TO SELECT IN ACCORDANCE WITH UL 2155A. U 4.INSTALL AS PER MANU SPEG.'s 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ROOM KITCHEN LLJ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST NEW WOOD = J WINDOW NOTE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL STAIRCASE () J O 1. ALL NEW WINDOWS 8 DOORS SHALL BE SCREI^15 NEW 2"xb" ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, 'T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OR GLIDING (AS NOTED); INSTALL AS PER MANU. LOCATION TO THE WALL OR ROOF TERMINATION. THE F.J. ® I6" O.G. c MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 4'-O" SPEC.S. FOR SUBSTITUTIONS, SEE NOTE#q IN "6LA55 WINDOWS AND DOORS" ON PAGE A-100 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° NEW 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES DUCTLESS :y SHALL HAVE STRAIGHT ARM HINGE WHEN NOT INCLUDE THE TRANSITION DUCT. EXIST. GARAGE UNIT 5M/GO 5.IF DOUBLE HUNG - ALL DBL. HUNG WNDI e TO BE 3-� TILT WASH 4.ALL OLAZIN6 WITHIN IS" OF FF TO BE TEMP. GL. - y EORE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDINGLo CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SM/GO n1 X vl SM/GO EORE55 SHALL BE FOLLOWED: MODIFIED lU NEW "'"'^^^...... a1� 3 5 BATHROOM DUCTLESS UNIT NET CLEAR OPENINO........... 5.7 S.F. ALL EXISTING WA5HER/DRYER NET CLEAR HEIGHT............... 24 MINIMUM N NEWR, 5HOPq NET CLEAR WIDTH................. 20" MINIMUM STRUCTURE TO REMAIN OMODIFIED itm EX15T. BEDROOM BEDROOM NEW DUCTLESS UNITO i tt1 5ARA6E/AFAR7MEN7 FROFCSED F I RST FLOOR 5'- 10'-I" z 0ARAOE/AFARTMEN7 FROPOSED SECOND FLOOR SCALE: 1/4" = 1'-0" 11 II II II EX15TINO RAILINGS TO BE REMOVED I II I - - - - - - t — _� — II � 11 II I II II I II II Lu — �� ---------�I 1 I V EXIST. I I I COVERED 1 Q PORCH 1 1 I I H L _ IIII II II II w II II II I I �.'C3 po /J, EXISTING WALL . ; EXIST. TO BE REMOVED (� ;`� J EXISTING STAIR EXIST. LIVING I I EXIST. 7 � d I I TO BE REMOVED ROOM 1 KITCHEN SOF N �--- ----I II H I 1 i i PROJECT: I 1 � -_-_-_ -_-_ EXIST. GARAGE EXISTING TARTAG LIA SHELVING TO BE REMOVED RENOVATION I I I �J 1 x 0 55255 NORTH ROAD EXISTING WALLS 8 I GREENPORT, N.Y. 11944 DOOR TO BE REMOVED ——— EXIST. i i i exlsT. DRAINING TITLE: BEDROOM II O BEDROOM ii I I EXIST. PROPOSED FLOOR PLANS II ; BATHROOM DEMOLITION PLANS 11 to O PAGE: OARAOE/AFAR'TMENT - FIRST FLOOR DEMOL I T I ON PLAN �� � � a � ��TM� �T - S�G0 �D FLOOR DEO L I T I ON PLAN R-200 50ALE: 1/4" = 1'-0" 5GALE: 1/4" = I'-O" DATE: 11/14/19 3 OF 4 i REMOVE AND REPLACE REMOVE AND EXISTING WOOD REPLACE RAILING;MIN. EXI5TIN5 WOOD 42" HIGH RAILING;MIN. 42" HIGH m in PROVIDE W ENCLOSURE FOR ix BACK OF EXISTINS OPEN h— RISER (TYP) Lu U PROVIDE NEH DOOR AS PER PLAN ENCLOSURE FOR BACK Fl: 1 = J OF EXISTING U J OPEN RISER (TYP) Q 0 . ryn' FRCFOSF-17 R 10HT ELEVATION FROFOSED REAR ELEVATION h SCALE: I/4" = I'—O" SCALE: I/4" = I'—O" LL tL 4" FRESH AIR VENT o 3„I THROUGH ROOF U I QI Q I I I I I LAUNDRY FULL BATH FULL BATH LAUNDRY NOTE: I ALL PLUMBING WORK N r I w SHALL CONFORM TO Z I I LOCAL PLUMBINS CODE w LL IL 1 PROVIDE "ABE500 FF200 FR 0 U O 12119 I EXPANDING FOAM" (OR EQUAL) 1 Q' U I 1 AT ALL PENETRATIONS IN FIREU Q� I LEGEND N I 1 RATED WALLS AND Uj XI 2 110 I I FLOOR5/CEILIN55. PRODUCT --IU SHOWER cV I j iV _____- HOT WATER w 15HOWER 2" I CONFORMS TO ASTM E 814, �_ 1N WASHER I SUPPLY WASHER I ASTM E 84, AND UL I4-7q G.O. 2 --------------- --- GOLD WATER ..—.._.._..—.._.._.._.._.._. _.._.. .._..... F—.._.._..- SUPPLY w CONNECT TO NOTE: EXIST. WATER PROVIDE "ABE500 FP200 FR ALL PLUMBING WORK SUPPLY SYSTEM EXPANDING FOAM" (OR EQUAL) j AT ALL PENETRATIONS IN FIRE �. a® SHALL CONFORM TO I Rr LOCAL PLUMBING GORE Rr RATED WALLS AND , Y O O FLOORS/CEILINGS. PRODUCT e GLEAN OUT O ASTM E 84, AND UCONFORMS TO Lr1419 14 q`�0 ,�/ AS REO'D � Ir EXIST. F.A.I. TO I < i�; �'"'�' O LL REMAIN �L or..._.._.._.. � cJ G.O. I 4" EXIST. 4" MAIN ! PROJECT: U DRAIN U 1 N 4 EXIST. HOUSE TARTAO LIA TRAP I RENOVATION I I 55255 NORTH ROAD 4" TO EXIST. I [KATER AIN G R E E N PO RT, N.Y. 11944 SYSTEM .. DRAWING TITLE: PROP. ELEVATIONS O ARAOE/AFARTMENT - FLUME31 NO RISER - r�)RA I N / NASTE / VENT O ARAOE/AFARTMENT - FLUME31 NO RISER - SUFFLY PLUMBING RISER DIAGRAMS 5GALE: NTS 5r-.ALE: NTS PAGE: A-300 DATE: 11/14/19 4 OF 4