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HomeMy WebLinkAbout49100-Z ��o��cuFFOiX Dy Town of Southold 11/16/2023 P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 c CERTIFICATE OF OCCUPANCY No: 44103 Date: 11/16/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2540 Calves Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.4-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2019 pursuant to which Building Permit No. 49100 dated 4/6/2023 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: roof over existing deck as applied for. The certificate is issued to Bell,Jeremy&Kimberly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49100 11/13/ 023 PLUMBERS CERTIFICATION DATED 0 A o 'zed i nature suFFocK � �p oo .t Town of Southold 5/15/2023 ao Gyp�� P.O.Box 1179 CR C* m{ 53095 Main Rd Southold,New York 11971 diol ,� ,tas�yr CERTIFICATE OF OCCUPANCY No: 44103 Date: 5/15/2023 THIS CERTIFIES that the building DECK Location of Property: 2540 Calves Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-4-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2019 pursuant to which Building Permit No. 49100 dated 4/6/2023 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: deck addition to existing singley dwelling as applied for. (Maintainate es to pool) The certificate is issued to Bell,Jeremy&Kimberly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A ori e S nature �o •= ' yTOWN OF SOUTHOLD �yStlEFD( L,o , BUILDING DEPARTMENT TOWN CLERK'S OFFICE o ¢ SOUTHOLD, NY .1 n1 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 #1 49100 Date: 4/6/2023 Permission is hereby granted to: Bell, Jeremy 3 Chesnut Dr Plainview, NY 11803 To: construct deck addition to existing single-family dwelling as applied for. AMENDED 4/5/23 for roof over deck. Replaces BP# 43466 At premises located at: 2540 Calves Neck Rd, Southold SCTM #473889 Sec/Block/Lot# 70.4-40 Pursuant to application dated 4/5/2023 and approved by the Building Inspector. To expire on 10/5/2024. Fees: PERMIT RENEWAL $143.60 Total: $143.60 Building Inspector TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43466 Date: 2/12/2019 Permission is hereby granted to: Bell, Jeremy 3 Chesnut Dr Plainview, NY 11803 To: construct deck addition to existing single-family dwelling as applied for. At premises located at: 2540 Calves Neck Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.4-40 Pursuant to application dated 2/5/2019 and approved by the Building Inspector. To expire on 8/13/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $287.20 Total: $287.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. �� C New Construction: Old or Pre-e isting Buildingf: '� (check one) Location of Property: Oust House Noo..� Street Hamlet Owner or Owners of Property: `Kl rn Suffolk County Tax Map No 1000, Section Block "T Lot lo Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signatur so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin( town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeremy Bell Address: 2540 Calves Neck Rd city:Southold st: NY zip 11971 Building Permit#: 49100 Section: 70 Block: 4 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Evergreen Electrical License No: 4536ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Notes: Rear Porch Lighting & Outlets Inspector Signature: Date: November 13, 2023 S.Devlin-Cert Electrical Compliance Form OF SOU ���a TgO6 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ /FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v DATE /10 INSPECTOR pFSOUI�,o # # TOWN OF SOUTHOLD -BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a DATE INSPECTOR UF SOUTH°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCA LKING�J [ ] FRAMING /STRAPPING [ FINALDgt)l,,I lapull [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e DATE INSPECTOR N q I OD OF SOUIyOIo ` ` # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] YSPLATIPWCAULKING [ ] FRAMING /STRAPPING PQf F�JNAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL EMARKS: s C o& — o Vcy DATE INSPECTOR OF SO(/lHp�o r/ # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ` INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] ULATION/CAULKING [t FRAMING /STRAPPING [ F NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P r7lz c DATE INSPECTOR OF SOUIyOIo y9 [Go ���C) �/�-➢ V Cq� U�C�� # } TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm a�' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE D INSPECTOR hO��OF SOUTyo� T�-i �l Z � -I© L,�JuoJ # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR � �F SOUIh°� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [XROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A 2 I Yt L .�/ DATE IX INSPECTOR � � / W �¥\zz� \�, - _ > _ . � � // `¥��/w� /^ \��: `� � ����� �� � � � �/�� \ � � , <�«;�y � . � _ � �� �����: .���:�2 . . . . %- . . � /�\- `\ » � ¥ � t « f,y`» 2 . ® `% ��` ���\ � » 9 � ® ���2 w� �� � . , � , . � � x }'��m �&� �� ^� ��\ j . . ��\\��«�. . �� � � 6.�. < \��':y � �\��/y/ \ �.:��� . �}��� ,. . . ¥ � , � \ \\��y ��/� � , �y �� � . . . � : � � ^ � � � , � � �z>d«° � . .22«� ` w > �•^ ~ /��»- \.. , , . � - : ^ � � : � � . � ��\ _ �.� d? ^� � � >�\� \�\ . ���:�/ . © � . . ���� » � ��\\ � � * � . �\ Z�� w» . � . : � ��5 yo CA��es ���•% �ol,J .S�U•�"1� E� !�u r��r, �P,-�l�� � y�i��n r y frfoJ° A S6 y- S5 f.r. e► SQ i �� -' .r','� ice'^+, r✓'^',: � �'�r+} .. �• 51 � � 49 47 46 •"� q s os 43 ' �r b• a, `V ar as 5: r t� i } 4 �syo ( ons N4 4 4d X65 _ 1 � 58 51 56� h� � � r• 59 e54 53 Cyt y 52 y a 50 �' 1 46 f 1 4S . y 44 111 } * G9 F d ax !!! 40 J x iA W r 7 es oo J fvv 7 5$` F. 55 _ e — w J5 =5 50 1 49 m. x-'46 JW 44 t K 4i. ROUGH FRAMING PLUMBINGs INSULATION PER N.Y-. 8TATE ENERGY . . mrav AI)DrrIONAL conpNTS own IML� OWE= • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST e 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 1, f Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&.Separate Truss Identification Form Storm-Water Assessment Form en,aet: Approved ,20-8 :G 11�s' Disapproved c Phone: L Expiration 2 V / 3� ��!T ��1`�� 1 ngnspector FFB 5ti��q� wAe -' "'' AtPPHICATION FOR BUILDING PERMIT T: ,., Date 4 12/q 20A `��"'���"�`''�•t's�^" INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,a e tions;and to admit authorized inspectors on premises and in building for necessary inspections. 11r ( • ature of applicant or if a corporation) 3 f5+(. I�r��e. , Pl aV%vim , flf,y . (Mailing address of applicant) I •� State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises IfAma1U' UGI i (As on the to roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of e f land on whip�t�p�ropod y�ork will be done: F LCL. House Number ber Street Hamlet County Tax Map No. 1000 Section 4Z Block Lot 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �Ad _ �rne b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work u 4. Estimated Cost,��. Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling uits Number of dwelling units on each,floor Il I CL If garage, number of cars A ICL 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. n l6- 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth I.Q. .,.ie of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO___,Vl / 13.Will lot be re-graded?YES_NO I/Will excess fill be removed from premises?YES_NO y TQ((e(kl p14.Names of Owner of pr tnises Irn" M Addresso�ol5Pwetk' LEI• Phone No.,%— ' 0 r Name of Architect W Cf Address 3• •2.S Phone No SeJ is b3 — 5:_7g05 Name of Contractor Address sPhone No. J�-�'{ moi- NLaar 15 a.Is this property within 100 feet of a tidal wetland�r a freshwate *YES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are thele any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Je e IM,y 3 r`r being duly swom,deposes and says that(s)he is the applicant (Name of individupf signing contract above named, n (S)He is the ��©��?��e.�/►/ �� (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 mariner set forth in the application filed therewith. Swo to efore me this day of JASON FISHMAN Notary Public-State of NewYork O.of FI6357362 Notary Public Qualified in Nassau CountySignature f plicant My Commission Expires Apr 17,2 2T l SOW k�o BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CIO Town Hall Annex- 54375 Main Road - PO Box 1179 ^� Southold, New York 11971-0959 'Yyr�jO� rapt Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownn ry..gov -- seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: &) h 2 L23 Company Name: ��5ver- ,- e,✓ Electrician's Name: &W G.ir�5 License No.: /"/r r 7 53 ro Elec. email EvfrrPPh/ a41P%o A 11 n/ /y6?;A c Elec. Phone No: �3�r�3/- 91z3b 1 request ane ail copy of Certi cate f Compliance Elec. Address.: /Y e/ o2r Nle JOB SITE INFORMATION (All Information Required) Name: lGrm Jel`Pm v 132ll Address: Cross Street: , Phone No.: -5716 — qqy— /yl,6 Bldg.Permit#: /QO email: V-Sge// ysCv o oNl�,�e,,✓e Tax Map District: 1000 Section: 7&2 Block: Lot: Z 0 BRIEF DESQRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Cry✓Fred Oec� P�"6So Sf- 1oZ hrl�a�s �GPr�1'N9 �p�✓, � S��`�C�7�°7r / G ��y ✓ > S re Footage: Circle All That Apply: Is job ready for inspection?: dYES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES fNO 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 Reconnect❑Underground❑Overhead ' # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I I of �.e c $v$- LHtoo Os�ttrp��. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD cm Town Hall Annex- 54375 Main Road - PO Box 1179 o • i(� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 -�- rogerr southoldtownny.gov -r seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: X0 23 Company Name: �V,er r �� Electrician's Name: License No.: Elec. email: C Uej- rPPn/ ��,P,Q o /�' �i�� eJ yJgai/,c Elec. Phone No: 031g3I �1�3� I request ane ail copy of Certi 'tate f Compliance Elec. Address.: S5' to 11 � G1 , , e/ o2r IVY 117/3 JOB SITE INFORMATION (All Information Required) / Name: ��rYl Jel`�rr� /3e// Address: ��O IvPS lVe cle 7<J , Cross Street: ��R e�� , Phone No.: -5'16 — qqy— l yli Bldg.Permit#: Ll9/eI email: -)-Slge// qSCv Q o �11,,e,.✓e Tax Map District: 1000 Section: -7e9 Block: , Lot: BRIEF DESQ RIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): CC2v eyed AOec� �6So Sr --�� 3 s-�� � —SqLiare Footage Circle All That Apply: Is job ready for inspection?: BYES❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES fNO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# F-1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION �.e C+ (dcs-�7li"6 $� LH too PERMIT N Address Switches l� k , Outletsl GFI's I I Surface Sconces III HH's UC L t s Fans I I l Fridge HW Exhaust` Oven WAD Smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec ,pecial: .omrnents Scott A. Russell ,��°Su` '� ST0]KMWA\TIE1 SUPERVISOR AWA\l�A.,G]EMIENIr SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold - 01 � CHAPTER 236. - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑[� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:]EJ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[21 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 0 E F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property(wner,Design Professional,Agent,Contractor,Other) S.C.T.M. *: 1000 Date: Dlstrlct u NAME: A 40 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information Mlgh—Numbed Reviewed By: Pro ert Address/Location of Construction Work: _ _ _ _ _ _Date_ �' - a Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 Lo�� Scott A. Russell .0°SOF Ir 5IF01KMWA\T]E]K SUPERVISOR C AWA NAG]EA41ENIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� & Town own of►SO u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORINT --- ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT j ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - -CContra:c:t?, - - - APPLICANT: (Property Owner, Design Professional, Agent, Other) i� ! NAME: A,0, nJ&'ncc.-j<v Date: /� (Pnn ,! Z 3 j � 64 ieI Contact Information: S/ — Z q1 —7/1 j IG-Mad 8 Telephone Number) i Property Address / Location of Construction Site: c;l ALIO CoIVe s ,glpe t 12d S.C.T.M. #: 1000 District li Section Block Lot .I! TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i � I j - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required i ! ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly i j to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit I � DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold j ❑ Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN �I a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. I� i� �I j.I Reviewed By: ` [�v1� Date: �i �j i FfIRM # CVl('P-T(1C()rtnhar 9()1q CALVES NECK (HARPER ROAD) ROAD EDGE OF ASPHALT PAVEMENT w N 34'43'00" E 224.06' In ' P.O.B O� 50 FEET BUILDING ENVELOPE LINE a \ YARD00 G A J I N 0 U I J YARD \\ I GL OF TREE w p' 1.7'±NORTH w ooi\ I W \ I 0 o r o � \ � o 0 bD g YARD cy o a9 . . a 3 2.9' C'PGJ TFOA \. O S �3.2, h G 33?' NGEArGR9D 50.2' si°y \ N GL OF TREE �P� \ ui IO2'. a . . . .ASF.ell 1.6'±NORTH X — O Fly \ 3rdSTO N ti • N C.LF 0+ 9t TOWER 33 31. I 0.6'NORTH 003 63, 62 623 \ 56.3' N40 E Foci \ 10.0000 o- - ��, I r.•-� \ I ' YARD \ Itj Z I O D ' s� I IN N U x.90 Ln i •Lf] N YARD w Q dl N Lu •� wN � L w I I � k ti C'LF X 0.P NORTH I I FOR TITLE PURPOSES ONLY I SURVEYED FOR AMERICAN DREAM ABSTRACT,INC. AND ONLY FOR THE PERSONS FOR WHOM IT WAS PREPARED. IT IS NOT VAUD FOR ANY OTHER PURPOSES OR FOR, NE use S) 19 0 30 60 MAP OF PROPERTY SITUATED AT SUFFOLK COUNTY,N.Y. Gja TOW ORIGINAL SCALE: 1 " = 30' TAX DISTRICT:1000 TAX SECTION:io oTAX BLOCK 04.00 TAX LOT:040.000 NOTES: DATE . DESCRIPTION 1.GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. FEBRUARY Z3 , fTj RVEY 2.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. 3. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ' 4. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 5.EASEMENTS OF RECORD ARE ONLY GUARANTEED IF AN ABSTRACT OF TITLE IS FURNISHED TO THE SURVEYOR. r/ J 9 GUARANTEED T0: LALSA LAND SURVEYING PLLC 1. AMERICAN DREAM ABSTRACT, INC, CITY & LAND SURVEYORS 2. FIRST AMERICAN TITLE INSURANCE COMPANY RECORDS DATING BACK TO 1900-S 3. JPMORGAN CHASE BANK, N.A. 172-24 93rd AVENUE �� �O �v 4. JEREMY BELL AND KIMBERLY BELL JAMAICA, N.Y. 11433 �� X5093 �1`f TELEPHONE (917)882-7394 •PTHF STAGE FAX (718)206-2814 TITLE No. ADA-4470-S EMAIL: GOPAULLALSA@GMAIL.COM ©ALL RIGHTS RESERVED 2014 CALVES N EC (HARPER ROAD) ROAD EDGE OF ASPHALT PAVEMENT u1 N 34'43'00" E 224.06' o P.O.B i 50 FEET BUILDING ENVELOPE LINE a ' - - - - - - - - - - - - - - - ---� o - - _ cal Ott w \ J I1­b I N YARD ci •�, \ 00 0 YARD) \ �Sf CJ I• GL OF TREE w �q1 z I,7'±NORTH � elf w 0 o I \ r Z bo f � � YARD cy c 2. 6`3 \ a' �i��,�AII c'6 ,poo • nPG ���\\. O S •}3 .. sSFo�� AOPn\r` �Y�c nl "4G�y GR9DF '_---50.2' ad },5r . A� CJL OF TREE lop" m AO al. d . . k I 1.9±NORTH Ley \ \ 3rd5TOR N IV C.L.F �® 9� N roweR 333, O.G'NORTH 006 s,3, 62 56'3 N 10 00'00°E 1 �p I W 6 YARD L cL i N cm O °ya � 6 � I2 0 YARD L 3 13 Q I 10c olZEZ 00.m I b I to o I I � s I ! x j I C.L.F x 0.1NORTH FOR TITLE PURPOSES ONLY SURVEYED FOR AMERICAN DREAM ABSTRACT,INC. 6 j AND*ONLY FOR THE PERSONS FOR WHOM IT WAS PREPARED. IT IS NOT VALID FOR F; ANY OTHER PURPOSES OR FOR ANYONE USE e) i 15 0 30 60 MAP OF PROPERTY SITUATED ATa� SUFFOLK COUNTY,N.Y. GUa ORIGINAL SCALE: 1 " = 30' TOWN 0.00SOUTA B TAX DISTRICT: TAX SECTION:070.00 TAX BLOCK:04.00 TAX LOT:040.000 NOTES: DATE DESCRIPTION 1. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND - y' 'LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. FEBRUARY 23 URVEY 3.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 4. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. 5. EASEMENTS OF RECORD ARE ONLY GUARANTEED IF AN ABSTRACT OF TIRE IS FURNISHED TO THE SURVEYOR. GUARANTEED T0: LALSA LAND SURVEYING PLLC 1. AMERICAN DREAM ABSTRACT, INC. CITY & LAND SURVEYORS 2. FIRST AMERICAN TITLE INSURANCE COMPANY RECORDS DATING BACK TO 19005A 3. JPMORGAN CHASE BANK, N.A. �. 4. JEREMY BELL AND KIMBERLY BELL 172-24 93rd AVENUE JAMAICA, N.Y. 11433 ,\ TELEPHONE (917)882-7394 fir/ S•s- i+�?' FAX (718)206-2814 TITLE No. ADA-4470-S EMAIL: GOPAULLALSA@GMAIL.COM ©ALL RIGHTS RESERVED 2014 CALVES NECK (HARPER ROAD) ROAD EDGE OF ASPHALT PAVEMENT w N 34'43'00" E 224.06' I P.O.B �s OL1�r 50 FEET BUILDING ENVELOPE LINE a 3 o -1 \ j I 8 YARD 0 Z I +- O � YARD I CA OF TREE W Or 1.7'±NORTH w O \ I R O o o z I s z Lrn o� r YARD . . 15 ,po \�s�o . A . . . . O c' G 33.z, �.6FAT 6 —50.2' /5 p, F• CA OF TREE �P2 \ of X02'. F'`ryME y I 1.6'±NORTH x 0 Ely \ 3rd5TO ry • ry 1 C.LF �+ 9 TOWER 33 3 0.6'NORTH N 004 631, 62 ' 4. 623 If N 40°06900 E Foci 10.00' YARD I O O G� N o 090 �f '2 z FsJ j � j YARD W i� o 0 cV oor 10.6 j z o A I I I I k ' ,•� 1 j I z %149 0 I ! x ____ x � 0.I'NORTH I I FOR TITLE PURPOSES ONLY I SURVEYED FOR AMERICAN DREAM ABSTRACT,INC. AND ONLY FOR THE PERSONS FOR WHOM IT WAS PREPARED. IT IS NOT VALID FOR ANY OTHER PURPOSES OR FOR i 15 0 30 60 MAP OF PROPERTY SITUATED AT SUFFOLK COUNTY,N.Y. 4ja ORIGINAL SCALE: 1 " = 30' 0 TOWN TAX DISTRICT: TAX SECTION:0700.00.00TAX BLOCK:04.OD TAX LOT:040.000 NTES:1.GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND DATE -- [� ��p p-yam" eESCRIPTION LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. FEBRUARY 250 , \ I,IRVEY 2.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. �� ��� 3.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 4.ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 5.EASEMENTS OF RECORD ARE ONLY GUARANTEED IF AN ABSTRACT OF TITLE IS FURNISHED TO THE SURVEYOR. GUARANTEED T0: LALSA LAND SURVEYING PLLC - 1. AMERICAN DREAM ABSTRACT, INC. CITY & LAND SURVEYORS G r 2. FIRST AMERICAN TITLE INSURANCE COMPANY RECORDS DATING BACK TO 1900'S i0 h+ �^ 3. JPMORGAN CHASE BANK, N.A. 172-24 93rd AVENUE6V 4. JEREMY BELL AND KIMBERLY BELL JAMAICA, N.Y. 11433 `0 050 3 TELEPHONE (917)882-7394THF STATE 0�r FAX (718)206-2814 TITLE No. ADA-4470-S EMAIL: GOPAULLALSA@GMAIL.COM ALL RIGHTS RESERVED 2014 f� AALLSEA-01 DTRINCERI ACOROR CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)3/8/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions of be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CN R TACT The Robert C.Mang1 Agency Inc. AHI N Ext):(516)294-1072 PAX Ne:(516)294-1764 950 Franklin Ave.WE 100 EMAIL Garden City,NY 11530 D R s•service@contractorsinsurance.org INSURERS AFFORDING COVERAGE NAIC k INSURER A;MESA UNDERWRITERS SPECIALTY INSURANCE COMPANY 36838 INSURED INSURER B: Aall Seasons Remodeling&Development Corp INSURER C: 71 Mt Sinai Ave INSURER D: Mt Sinai,NY 11766 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRTYPE OF INSURANCE ADSUBR SD POLICY NUMBER POLI pY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX OCCUR X MP0012014003793 8/17/2022 8/17/2023 DAMAGETORENTED occurrence) $ 100,000 MED EXP An one person) $ 5'000 PERSONAL&ADV INJURY $ 1'000'000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 X POLICY❑imoT F-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMa81 den SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ AUTOS ONLY ED SCHEDULED II N WN BODILY INJURY(Per accident) $ AUS ONLY ATOS ONLY PPeOr acEcRdent AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N A UTE I IFR O�FICEWMEMWSR EXCLUDED?ECUTIVE ❑ N/A E.L.EACH ACCIDENT $ ( andatory In H) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Town of Southold INCLUDED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road Southold,NY 11971 AUTHORIZED REPRESENTATIVE /w/041 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSI F New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � O AAAAAA 113194307 AALL�SEASON REMODELING& DEVELOPMENT CORP RM 71 MOUNT SINAI AVENUE MOUNT SINAI NY 11766 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AALL SEASON REMODELING& TOWN OF SOUTHOLD DEVELOPMENT CORP TOWN HALL ANNEX 71 MOUNT SINAI AVENUE 54375 MAIN ROAD MOUNT SINAI NY 11766 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11274407-4 949114 04/07/2022 TO 04/07/2023 3/8/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1274407-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. ROBERT M ARNEMANN II(PRES) OF ONE PERSON CORP AALL SEASONS REMODELING& DEVELOPMENT CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE- HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:207384653 U-26.3 NYSI F New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^^"^^^ 113194307 AALL SEASON REMODELING& DEVELOPMENT CORP Q ti 71 MOUNT SINAI AVENUE MOUNT SINAI NY 11766 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AALL SEASON REMODELING& TOWN OF SOUTHOLD DEVELOPMENT CORP TOWN HALL ANNEX 71 MOUNT SINAI AVENUE 54375 MAIN ROAD MOUNT SINAI NY 11766 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11274407-4 949115 04/07/2023 TO 04/07/2024 3/8/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1274 407-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. ROBERT M ARNEMANN II(PRES) OF ONE PERSON CORP AALL SEASONS REMODELING& DEVELOPMENT CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:382825852 U-26.3 Yo K Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured AALL SEASONS REMODELING AND DEV CORP (631)473-2255 71 MT SINAI AVENUE MOUNT SINAI,NY 11766 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,I e.,a Wrap-Up Policy) 113194307 2.Name and Address of Entity Requesting Proof of Coverage 36.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD TOWN HALL ANNEX 3b.Policy Number of Entity Listed in Box"1 a" 54375 MAIN ROAD DBL 3042 24-0 SOUTHOLD,NY 11971 3c.Policy effective period 07/01/2022 to 07/0112023 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits ❑ B.Disability benefits only F] C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/8/2023 By e_tl'4*1� '_r��� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 724659 CALVES NECK (HARPER ROAD) ROAD EDGE OF ASPHALT PAVEMENT w N W43b0" E 224.06' b P.O.B 50 FEET BUILDING ENVELOPE LINE < 3 — — — — — — — — — — — — — — — — — — o o' \ 0 J \ / YARD O I �i 2 00 T_ o 0 YARD \ I Cn•OF TREE Ld �+ 1.71±NORTH o Lit � \ I � o •- o z c s z L ul 5 cp.. \ PCoh YARD `5 \y�0 ,2 $oo I o 3 N 8 V' Ica \ 2.9' � 0 . ;�\ a '61 T . \ I Poo \�,9s}0, C'AG �\\. A_ 12�Fo AOPc . .G. . AI'GkAD 50.0 CIL OF TREE CA \ of I . a . . . .SMF.o+ I.G'±NORTH x — 3rd STO nr N . . . N I C.LF 6, TOWEK 0.6'NORTH N O�� 631 62 6rZ3 \ 5G.3' \ N 40°0G9Op�E Foci \ 10.00 A 45 \ 1 I YARD 06 V j I p J'� ib I I N N U X90 �i '� � YARD `u Q cP� O o Q al 01 z! o !z N00. w jI 3t 0N > � �i�6L I ! x c.LF x 0.I'NORTH I � FOR TITLE PURPOSES ONLY I SURVEYED FOR AMERICAN DREAM ABSTRACT,INC. AND'ONLY FOR THE PERSONS FOR WHOM IT WAS PREPARED. IT IS NOT VALID FOR ANY OTHER PURPOSES OR FOR Names Lm S� i 15 O 30 60 MAP OF PROPERTY SITUATED AT moo& SUFFOLK COUNTY,N.Y. 4Ua ORIGINAL SCALE: 1 " = 30' TAX DISTRICT:1000 TAX SECTION:070.00 TAX BLOCK,D4.00 TAX LOT.,040.000 NOTES: DATE _ ..DESCRIPTION 1.GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. FEBRUARY 23fd,newg \ RVEY 2.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. �'�1 3.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 4.ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. 5. EASEMENTS OF RECORD ARE ONLY GUARANTEED IF AN ABSTRACT OF TITLE IS FURNISHED TO THE SURVEYOR. GUARANTEED T0: LALSA LAND SURVEYING PLLC ' C= 1. AMERICAN DREAM ABSTRACT, INC. CITY & LAND SURVEYORS G ) 1 `- I.•_..._.. 2. FIRST AMERICAN TITLE INSURANCE COMPANY RECORDS DATING BACK TO 1900'S 3. JPMORGAN CHASE BANK, N.A. 172-24 93rd AVENUE J!1y �I/O 3 r0v 4. JEREMY BELL AND KIMBERLY BELL JAMAICA, N.Y. 11433 X509 TELEPHONE (917)882-7394 �FTHf STATE�� j FAX (718)206-2814 TITLE No. ADA-4470-S EMAIL: GOPAULLALSA@GMAIL.COM ©ALL RIGHTS RESERVED 2014 . �a a. l .... I'll: 'R3U2.42 DFtAFTSTOPPING u y� ���y 1. O2O RESIDENTIAL TNCOMBusTIBLECONSTRUCTIOIYWHERETHEREISUSABLEsPACEBOTHABOVE&BELOW THE CONCEALED �"`�"•�,1B'►I1IAMETER � J31M02! 'l JbdW �0 11213W�10I SO MON aNVI X 'r OOSfONtltl� ,b �0 .t12f3tN210� SO k THESE DRAWINGS 1NG5.CONFORM TO THE 2 9011A,09 s33a1 10 tnoa Q MON Q�,y� SPACE OF A FLOOR/CEILING ASSEMBLY,DRAFTSCOPPING SHALL BE UiSTAT LED SO THAT THE AREA OF THE ,, ., 3 CODE OF W ' OIRK STATE,, THE 2018 N i'L,M FOR•1 & 2 CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE '. , �- '; 3 , 1- 3 �' � �OO'(j()� '�' qqINTO APPROXIMATELY EQUAL AREAS.WHERE,THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND """ -. '' e.:; ' ;. 1 �'� �� 3 asoe,g:•gpS O FAMILY DWELLING'S, AS WELL ELL AS THE 2 V2O NEW WY YOJ�i1 A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALLBE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE ��� *,:'; 1tf�ttkTil+e►�E: = 3 «O 1. 0. ti� v z 3JN33 NNS N x �z . .+ L 08 L 85 S b < CONSTRUCTION CODE. FOLLOWING CIRCUMSTANCES: �ANTO"� m �° - �.._ ._. '/Ip M, • ' STATE ENERGY CONSERVATIG�� � � .._.._.._.._.. t o f N mgr SZ,s.91 ....M.ctl,f s.6b N _ 1. . CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. _ _ _ - _.._..., .__� 2 - NYSECCC: _.._.. �a �i •'-.._.._.. _ "�-•�. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPENINGS OR PERFORATED MEMBERS. ; �' o�-- •-••._. -•• _ �� . Z _.._,._.._ a n . . . _,. 8310.1 EMERGENCY ESCAPE&RESCUE OPENINGS REQUIRED � :' . ss s.-7"-"--'---:7------..-..-..-.. � .tri w3sr� ?M � �. OPERABLE , s. .00 15.66 tt ��6� �O�C� BASEMENTS,HABITABLE A'1TICS,AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPE 8302.12.1 MATERIALS:: . i# s EMERGENCY ESCAPE&RE11 SCUE OPENING.WHERE BASEEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS;AN .. DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN Y:",GYPSUNf BOARDS,3/8"WOOD STRUCTURAL PANELS OR _ [ ,e.; M EMERGENCY ESCAPE&RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM.E14IERGENCY,ESCAPE& "'OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.D12AFTSTOPPING SHALL BE INSTALLED PARALLEL;TO Avn�nlda 3rlois as snao N t :".4 1. RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR T.Q.A YARD OR COURT THAT OPENS TO A . THE FL jOR FLAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF . ' ' . 'i I. `' ;`•�' .. . ~- --- PUBLIC WAY THE DRArTSTOPS SHALL BE MAINTAINED. -_. ......_ : .._... . . - * ': -- wJ z•gz . 1. r EXCEPTION: 1 N I'D'• �" , -^-� STORM SHELTERS AND BASEMENTS USED ONLI'TO HOUSE MECHANICAL . / 11 1 T NOT EXCEEDING A TOTAL.FLOOR AREA OF 200 SQUARE FEET. 8314 SMOKE DETECTORS !►� I m EQUIPI4 EN 0 E C 8314.1 SMOKE ALARMS SHALL COMPLY WITH NFPA 72&R314. / ",u,U. , a . M 1. �6�,:` q(2rr CH ROOF ° m / 83101.1 OPERATIONAL CONSTRAINTS&OPENING CONTROL DEVICES ��.... . 12314.3 LOCATION Ids coaritxuctlwt type .•, �'TROKE PROPOSED NEW POR / �� `.. EMERGENCY ESCAPE&RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT 1. - ..... I TING DECK } . . , \ SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: ' orsoW,!Iti -4V r r nVER EX S THE USE OF KEYS TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING CONTROL DEVICES COMPLYING WITH 1. .IN EACH SLEEPING ROOM. to RwI,"'1B',a con "m ._ jS�i m - Qr v ��, // ��� • to IrMlestt Ids Constr+fction Q I of ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE&RESCUE 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS clavi Mcatlefi of the O IR . . • o / OPENING. 3. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS&HABITABLE ATTICS AND NOT : �ttuctura under ' DESIGNATION FOR S MICTURAL �� f / �` �, 'INCLUDING CRAWL SPACES AND UNINILA 31TABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH . smetio°602 of O sCNYs • I AMI►QNENTB THAT ARE OF N ( h ' ti6, n .v / +OQ R310.2.1 MINIMUM OPENING AP:EA .. SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN TILE ADJACENT LEVELS,A SMOKE ALARM 7FR tS s 7YP CONSTRUCTION ( I/ , `v 's, " m / .Qo ,�/ C� EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT . a M� autoata rrectumlw I IO7 � .0; W en G DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY TILE NORMAL . ,THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL... ' . i/� 5�0��0� 'o�ii z s 6? ,. �j� �' FEE-17.THE NET CLEAR OPI lVIN D Q w ""'f OPERATION OF THE EMERGENCY ESCAPE&RESCUE OPENIi IG FROM THE INSIDE.THE NET CLEAR HEIGHT . • 4, SMpT;E.AL.ARMS SEIALL SE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FRO THE DOOR OR a. s W�" Ro4F FRAlN1Nr3. o �. ,Z���11' �tO I off / F-1 � OPENING SHALL BE.NOT LESS THAN 201 AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT 0 1 _7 Qe F_ tLAORANTIROOFI'R ltIN3 W rel `�' . s j�p o • PLACEMENT OF A SMOKE ALARM REQUIRED BY 8314,3 " w W I I � sem. / EXCEPTION: • oil - ,. 0- M 6 b l t �j/moo GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A _ ¢ > d y A / c' w EAR OPENING OF NOT LESS THAN 5.SQUARE FEET..' . 8314;4 INTERCONNECTION w I �° � °' NET CL TABLE 8301.5 _ Q. z c��o� 01 ti / O WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE-INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT � ro w s�. s� ti N y MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �/ d- a. I 0 aP � >-f 8314.2.2 WINDOW SILL HE, IN ACCORDANCE WITH,12314.3,THE ALARiY1 DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE Q � o �E E OPENING IT SHALL HA VE A SILL HEIGHT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSIC (111 pounds per SC(UdC@ foot) M I ,e a / ��°� O� w WHERE A WINDOW IS PROVIDED AS T14E EMERGENCY ESCAPE&RESU INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE '. Use ( !VB Load W / ��o ✓' THE FLOOR;WHERE THE SILL'HEIGHT IS BELOW GRADE,11'SHALL BE o •� ( � '� W IIIA 44 INCHES ABOVE A r' / JS��° 15Q OF NOT MORE NINSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM, PROVIDED WITH AWINDOW WELL IN ACCORDANCE WITHR310.2.3 -Uninhabitable attics "' z = = Z . r-CEPTIONI without storageb 10 m I / / ° ����P��\ E-� U 0 414, R310.2,3 WINDOW WELLS INTERCONNECTION OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR � I THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 SQUARE FEET WITH A HORIZONTAL REPAIRS DO NOT RESULT IN•REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE, . Uninhabitable attics with L LJ � ,.y `, `���� W Q; a V-4 PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES.THE AREA OF THE WTND0IV WELL SHALL ALLOW THE . UNLESS THERE IS AN ATTIC,CRAWL SPACE OR BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR •limited storageb' . 20 - � I ,�e3'1' ilk G� �...1 t EMERGENCY ESCAPE&RESCUE OPENING TO BE FULLY OPENED. INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES, �\ E-t . .. Habitable attics and attics Q I i Q�, \v t--i a Z HICT EXCEPTIONS THE LADDER OR STEPS REQUIRED BY 8310.2.3.1 SHALL BE PERMITTED TO ENCROACH 'a3t5 2015 IRC CARBON MONOXIDE ALARMS served with fixed stairs 30. U I � � - , 0 �� of P�e�,� CJ U w 'Q U I NOT MORE THAN 6 INCHES INTO THE REQUIRED DIMENSION OF THE WINDOW WELL. 915 2016 UCS Balconies (exterior) and � QQQ °r'1 `� . . .915.2.3.1_ -ONE FAMILY DWELLINGS i � o �� � &\; ~� O 01 CIO � M8310.2.3.1 LADDERS&STEPS 915.2,3.1.1.1-A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING A SLErP. Ai2EA, cleckse 60 a VERTICAL DEPTH GREATWER THAN 44 INCITES SHALL BE EQUIPPED WITH A ° WITHIN 15 FEET OF THE SLEEPING AREA.MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED � � � w � WINDOW 1VELIS WTTHA V Fire escapes, 40 PERMANENTLY AFFLYED LADDER OR STEPS USABLE THE WINDOW IN THE FULLY OPEN POSITION.LADDERS' 'WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON SUCH A STORY IS MORE THAN 15 FEETAWAY FROM A p 08 STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7,AND 8311.8. 'CARBON MONOXIDE ALARM. Guards and handrails 200h m LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES,SHALL PROJECT NOT LESS . . Guard in-fill componentsf 50h L THAN 3 INCHES FROM THE WALL AND SHALL BE SPACEDNOT MORE THAN 18 PNCkiES ON CENTER VERTICALLY FOR 915.2,3.1.1.2-A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY THAT CONTAINS A CARBON THE FULL HEIGHT OF THE EVIND0IV�JELL. MONOXIDE SOURCE. Passenger vehic{e % , PLOT PLAN ZONE' `840' RESIDENTIAL garagesa_ 50a I;p• g'�. . 8310.2.5 REPLACEMENT WINDOW P3103.1 ROOF EXTENSION . %K-�-b Q 00 * I SCALE:•I"=30' REPLACEMENT\V1ND01VS INSTALLED IN BUILDINGS MEETING THE"SCOPE OF THIS CODE SHALL BE EXEMPT FROM OPEN PENT PIPES THAT EXTEND THROUGH A ROOF SHALI.BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOM Other than TEIE b1AXIMUM SILL HEIGHT REQUII2EMENTS OF 310.1,8310.2.1 AND 8310.2.2 PROVIDED THE REPLACEMENT ROOF OR 6 BNCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER WHERE A ROOF IS Sleeping room$ 40. ��/ •QO D 1. WINDOW MEETS THE FOLLOWING CONDITIONS: TO BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR 19 EXISTING SQ.FOOTAGE 1sT.FL. HOUSE=2,130 FT.2 I. THE REPLACEMENT WINDO'4V IS THE MANUFACTURERS LARGEST STANDARD SIZE WINDOW THAT WILL PURPOSES;OPEN VENT PIPES SHALL TERMINATE NOT LESS.THAN 7 FEET ABOVE THE ROOF. Sleeping rooms 30 0 FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING.THE REPLACEMENT NNTNDOW IDS OF StairS, �Oc LE THAT PROVIDES FOR AN EQUAL OR LOSURE EXISTING SQ. FOOTAGE 2ND.FL.HOUSE= 1,836 FT.2 0 0 ( o THE SAME OPERATING STYLE AS THE EXISTING WINDOW OR A STY P3103.2 FROST C For SI:A pound per square foot=0.0479 kPa,1 square ATE«tVINDOW OPENIir"G AREA, WHERE--THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0 DEGREES F OR LESS,VENT EXTENSIONS . ~ o . GRE inch=645 mm,1 pound=4:45 N (INCLUDES TOWER) 2. THE REPLACEMENT WINDOW IS NOT PART OFA CHANGE OF OCCUPANCY. THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN DIAMETER,ANY INCREASE IN THE SIZE OF THE , a ,Elevated garage floors shall be capable of J Y • Z )✓RMALENVF3APEOFTHEBUTLUING. EXISTIN(T Q FOOTAGE GARAGE-825 FT.2 . -YENT SHALL BE MADE NOT LESS THAN L FOOT INSIDE THE run over a 20 .......... __ _...... .- supporting a 2 000 pound load applied ~ S - square-inch area, I V R310.3 EMERGENCY ESCAPE&RESCUE DOORS TABLE P3201.7 SIZE OF TRAPS FOR LUMBING FIXTURES EXISTING SQ.FOOTAGE PORCH=360 FT.2 ' � U WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE&RESCUE OPENING,IT SHALL BE P b. Uninhabitable attics without storage are those PERMITTED TO BE A SIDE HINGED DOOR OR A SLIDER:WHERE THE OPENING IS BELOW 1'IIE ADJACENT GROUND 1. where the clear height between joists and rafters ds LEAD ENCLOSURE.,_ PLUMBING FIXTURE TRAP SIZE not more than 42 inches,or where there are not Ln ELEVATION,IT SHALL BE PROVIDED W/A BULKi two or more adjacent trusses with web EXISTING SQ. FOOTAGE REAR DECK=666.56 FT.2 H W *4 O MINIMUM(INCHES) . configurations capable of accommodating an A a '4 R310.3.1 MINIMUM DOOR OPENING SIZE assumed rectangle 42 inches in height by 24 . THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EAIEGENCY ESCAPE&.RESCUE -BATHTUB('WITH OR WITHOUT SHOWER HEAD-- --------�-------1 Viz" inches in width,or greater,within the plane of the PROPOSED NEW ROOF OVER REAR DECK=758 FT.2 OPENING SHALL BE IN ACCORDANCE \'ITk1 R310.2.i AND OR WHIRLPOOL ATTACHMENTS) - trusses.This live load need not be assumed to act , - BIDET ----- ----.. ._.___ _____..__-----____�-___ 1 '/o" concurrently with any other live load requirements, ' 8310.2 BULKHEAD ENCLOSURES . . - .. . - • .- .. 'CLOTHES WASHER STANDPIPE--- ------ - -- ----------2" c., 'Individual stair tread:;shell be designed for.the - BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT ACCESS FROM THE BASEMENT.TETE BULICIIEAD ENCLosURt DISHWASHER(ON SEPARATE TRAP)---------____, ._.___.___---------------1''/n" uniformly distributed live load or 300 pound SHALL PROVIDE THE MINIMUM NET CLEAR OPENING EQUAL TO THE DOOR IN THE FULLY OPEN POSITION. FLOOR DRAIN.--- --___--_----I---------------T, ° KITCHEN SINK(ONE OR TWO TRAPS WITH OR -----••-------I%11 TABLE 8301.7 "" - - R310.5 DWELLING ADDITIONS WITHOUT DISHWASHER&FOOD ALLOWABLE DEFLECTION OF STRUCTURAL_MEMBERS WHERE DWELLING ADDITIONS OCCUR THAT CONTAIN SLEEPING R00115,AN EMERGENCY ESCAPE&RESCUE WASTE DISPOSER OPENING SMALL BE PROVIDED IN EACH SLEEPING ROOM.WHERE DWELLING ADDITIONS OCCUR THAT HAVE A . . STRUCTURAL MEMBER ALLOWABLE BASEMENT,AN EMERGENCY ESCAPE&RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. LAUNDRY TUB(ONE OR MORE COMPARTMENTS)---- -- -----1 V 17 . DEFLECTION SHOWER(BASED ON THE TOTAL FLOW RATE THROUGH Rafters having slopes greater than 3:12 with no finished ceiling attached to 8310.6 ALTERATIONS_AND REPAIR S SH01N'VERHEADS AND BODYSPRAYS) rafters J180 AN EMERGENCY ESCAPE&RESCUE OPENING IS NOT REQUIRED WHERE EXISTING BASE1il NTS UNDERGO BLOW RATE' ' ALTERATIONS OR REPAIRS. -- w - _____w-- Interior walls and partitions H/180 ALT •5.7 GPM AND LESS --- ---- --1%" XCEPTIONS: MORE THAN 5.7 GPM UP TO 12.3 GPM ----------------- - --2" W E Floorslseilirsgs-wit i c1 dirag'deck floorsl 0360 . . NEW SLEEPING ROOMS CREATED lit AN EXISTING BASEMENT SHALL BE PROVIDED TALE R301 2 MORE THAN 12.3 GPM UP TO 25.8 GPM - -- -----------3" WITH ENIERGENCY ESCAPE&RESCUE OPENINGS IN ACCORDANCE WITT!R3T0.3._M,,... M__.:____._�______.__�__ -� • "° MORE THAN 25,8 GPM UP.TO 55.6 GPM 4. Ceilings with bri(tle[Wishes(plaster.stucco,etc) L/360 (�� A CLIMATIC GEOGRAPHIC DESIGN CRITERIA . ._ _ .._. -.. . AND G 4 8302.11 FIREBLOCIQNG -•• I.'-- •' '- -" Ceilings with flexible finishes(gypsum board.etc) � ' IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKTNG SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL&_ AG1 E 307.1� �'�►'TU CI:EARADIC�ES_. V1IALL HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND 1. - All other structural members 1. 0240 ~ GROUND SNOW LOAD=25 LBS./ FT.2 BETWEEN TOP STORY&THE ROOF SPACE. - � Exterior walls-wind loads e with p►aster or stucco finish ti/360 THE FOLLOWING LOCATIONS: WALL R3O1.2(5) - X FIREBLOCKING SHALL BE PROVIDED LN WOOD FRAMED CONSTRUCTION IN 15 IN. � . . -Exterior walls with other brittle finishes 1. IN CONCEALED SPACES OF STUD WALLS&PARTIlTIONS INCLUDING FURRED SPACES&PARALLEL RO4YS H/240 WIND DESIGN SPEED- 130 (58)MPH W OF STUDS OR STAGGERED STUDS AS FOLLOWS: _ 30(N' R3OI.2(4)A !J VERTICALLY AT THE CEILING&FLOOR LEVELS. 4 Exterior walls with flexible finishes. H7120° .- TOPOGRAPHIC EFFECTS=NO 1,2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET Lintels supporting masonry veneer walls , 2. AT INTERCONiNECTING BETWEEN CONCEALED VERTICAL&HORIZONTAL SPACES SUCH AS OCCUR AT U60I R3OI.2.I.S SOFFITS,DROP CEILINGS AND COVE CEILINGS. 301N. O PEEN STAIR STRINGERS AT THE TOP&BOTTOM OF THE RUN&ENCLOSED MIN., Note:L=span length,KR span height. 11 SPECIAL WIND REGION = NO 3. IN CONCEALED SPACES B'ETI SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.7. a.The wind Toad shall be permitted to be taken as 0.7 times ire Component and Cladding toads for the purpose of the determining R301.2.1.5 G AND FLOOR LEVEL,WITH AN 21 (N. 21 (N. deflection limits herein. O 4. AT OPENINGS AROUND VI, PIPE DUCTS,CABLES&WIRES AT CEILING OF COMBUSTION.THE CLEARANCE CLEARANCE`•JJ b For cantilever members:L shall be taken as twice the lengtli of the cantilever. WINK) BORNE DEBRIS REGION ZONE= NO EE PASSAGE OF FLAME AND PRODUCTS c,For aluminum structural members of panels used in roofs or walls of sunroom additions or patio cova not supporting edge of O APPROVED MATE TO RESIST THE FR 194 .�.- glass or sandwich panels,the total load deflection shall no,:exceed U60.For continuous aluminum structural members supporting. R301.2.1.2.1 MATERIAL FILLING THIS ANNULAR SPACE SMALL NOT BE REQUIRED TO MEET THE ASTM E136 edge of glass,the total load deflection shall not exceed U175 for each glass lite or U60 for the entire tenpth of the member. MATERIAL FILLING _ - _ 24)N. CLEARANCE 1N whichever is more stringent.For sandwich panels used In roofs or walls of sunroom ad1.dilioris or pato coaers.the total load SEISMIC DESIGN CATEGORY = "B" x, A REQUIREMENTS. deflection shall not exceed U120. 5. FOR THE FIREBLOCIkiNG OF CHIMNEYS&FIREPLACES IN CONFORMANCE WITH 81003.19 "� _ I+I�ONT OF OPENING d,d e deflection for ll not exceed with Interior gypsum board rN::h shalt be limited to an allowable deflection of W180. WEATHERING CATEGORY FOR CONCRETE EXPOSURE SEVERE FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING e.Refer to J J J J- ORNICES OF A TWO A R301.2.2.1 �/ GOFC s , , , 6. FTREBLOCKL\ ISI ~ UNIT SEPARATION. - SHOWER Table 8402.2 8301.2(3} p0,� 2EBLOCKING MATERIALS' FIGURE 307.1 MII�TIMU1VLhDM=CIXA��CES 2, .Minimum Specified Compressive Strength of Concrete . FROST LINE DEPTH=3'-0" � �,.) ~'' R302.11.1 FII .__ .----- - - � a W t�- EXCEM.AS PROVIDED IN 8302.11 I9;EM 4,FIREBLOCKINGSHALL CONSIST OF.TEIE FOLLOWING MATERIALS: VVA A CLOSET Type Or location of concrete construction Minimum Specified Compressive Strength(a) 8301.2{1) 1.' ,'I W(�INGE1�lYOMLNAL.LUh1BER. AP JOINTS. DR BIDET fVeathering Potential 8403.1(1) Z NOMINAL LUMBER W/BROKE,N L . , �j/.i,LL INCH W ^ 2. TWO THICKNESSES OF 1]NCE ., . 3. ONE THICKNESS OF 23/32 INCH WOOD STRUCTURAL PANELS W/JOINTS BACKED BY 23/32 INCH WOOD WALL 15(N Negligible Moderate Severe TERMITE=MODERATE TO HL+'ANY WWA STRUCTURAL PANELS. 151N'............" I . Basement walls,foundations and other.conc. rete not, 2,500 2,500 2,500: w ONE'ILLICITNESS OF'/.INCH PARTICLEBOARD W/JOINTS BACKED By%INCH PARTICLEBOARD. R3O1.2(6) ,, a 4. exposed to the weather WINTER DESIGN TEMP.= 13o F CA ►=Wt l.4 O 1 S. ONE HALF INCH GYPSUM BOARD. 11 6. ONE QUARTER INCH cEnfENTBASED M[LLBOARD Basement slabs and interior slabs on grade,except 2,5p0 2,500 . 2,500c 8301.2(1)ISOLINES 971/2% WINTER DESIGN TEMP. KITS OF]ti11NElLAI. L WOOL OR GLASS FIBER OR OTHER APPROVED MATERMALs INSTALLED #{OOr slabs a U 7. BAITS OR ELAN TUB garage ICE BARRIER UNDERLAYMENT=YES 09 =o � IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. . 8. CELLULOSE IPISUL ATTOtQ INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL263 FOR THE .Basement walls,foundation walls,exterior walls and 2,500 3,0004 3,OOA� 8905.1.2 8905.4.3.1 R905.S.3.1 8905.6.3,1 12905.7.3.1 8905.8.3.1 . other vertical concrete work exposed to the weather P '0 to O SPECIFIC APPLICATION. �. •.. FLOOD HAZARD=NO h•t {'_' t'V C1� . 2 t IN. 2t IN. Parches,carports slabs and steps exposed'to the 2,500 3,0004 e f . 3;5004 e f OR BLANKETS OF MINERAL OR GLASS FIRER CLEARANCE CLEARANCE WALL AIR FREEZING INDEX= 1500 OR LESS i R302.11.1.1 I3ATTS weather,and garage floor slabs - BATT S OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON RIGID MATERIA ST SHALL USING . . R4O3.3(2) PERMITTED FOR COMPLIANCE Vt'iTH TETE 10 FOOT HORIZONTAL FIREBLOCICING IN WALLS C far SI: pound per square inch=5.895 kPa. MEAN ANNUAL TEMP.= BRIDGEHAMPTON 50,8oF > . PE .. PARALLEL ROWS OF STUDS OR STAGGERED STUDS. a.Strtrngth at 28 days psi. TUB b.See Table R301,2(1)for-weathering potential. STATION#300889 c.Concrete in these locations that is subject to freezing and thawing during construction shall be air-entrained concrete in NATIONAL CLIMATIC DATA CENTER accordance with footnote d. (`f _3 _.• 8302.11.1.2 UNPAGED FIBEP.GLASS cxoss SECTION of �---- ' AIR FREEZING INDEX-USA METHOD w - BATT INSULATION USED AS FII2EBLOCKIVG SHALL FILL I'I!E ENTIRE d.Concrete shall be air-entrained. Total air content(percent by volume of concrete)shall be not less than 5 percent or more "`� I �' f' :+ UNPAGED FIBERGLASS I6 INCHES MEASURED VERTICALLY.WHERE PIPING,CONDUIT - than 7 percent. BASE 320E �.� "'A . ,".., A HEIGElT'OF NOT LESS THAN `,% + 'THE WALL CAVITY TO TION SHALL BE PACKED TIGHTLY AROUND THE e.See Section R402.2 for rnaximum cementitious materials content- r SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULA '---1':1,OSETS- WALL. � /^' �.` Iz�_ ��: OR SIM PLUMBING NOTES: f,For garage floors with a steel-troweled finish,,reduction of the total air content(percent by volume of concrete)to not les: a } OBSTRUCTION. . . -' Z.• tHan 3 percent is permitted if the specified compressive st rength of the concrete is increased to not less than 4,000 psi. - TABLE 8301.2.2.1.1 SEISMIC DESIGN CATEGORY DEll'ERMINATIO -- . FREE SOLDER w_--- 1. - , SE FILL INSULATION MATERIAL INTIiE ' . '•1..' USE LEAD• . , , : -__J, «302.11.1.3 LOO . MATE>;IALSHALLNOT BE USED ASA FIREBLOCK UNLESS S2'ECIFICALLYTESTED �;L HOT& COLD WATER LINES SMALL BE'/,z"DIA."PEX"TUBING' ARCHITECTS ENER�sY CERTIFICATION• CALCULATED SD SEISMIC DESIGN CATEGORY :' a T -,,, t LOOSE FILL INSULATION , "; . ,.,• FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE 3. ALL PLUMBING WORK SHALL CONFORM TO THE NEW YORK • TO THE ARCHITECTS ENOWLEDGE, INFORMATION AND BELIEF; SDS_0.17g A '` ` ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE&HOT GASES. ' < ''.Far; , I ITS AB STATE PLUMBING CODE. I THESE DRAWINGS CONFORM TO-THE (2020.NYS ECCC)'2020 NEW 0.17g<SDs:�0.33g B . iF;'`. 4.` :ALL CLEANOIITS SHALL CONFORM TO.THE NEW.YORK STATE ; 8302.11.2 FIREBLocKINc INTEGRITY YORK STATE ENERGY CONSERVATION.CONSTRUCTION CODE, 0.338<Sas<_0.509 C THE INTEGRITY OF FIREBLOCKING SHALL BE IVIAINTAIINED PLUMBING CODE. � . - ._-..._.. .- ...-.--,----I -�.----.-.---.--.�_-.-- .. . . �. a .. ....r,.,,..+,Myw►.....,..w«,..,_.,.-.....i...•.-... 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X 3'-0" BL LOW GRADE BELOW GRADE _ REAR ELEVATION SCALE: t/4"= 1'-0" EXPANSION JOINT _ ACE&WATER - "NEVASTRAL"OR EQUAL -- 30 YR.ARCHITECTURAL SHINGLES TO MATCH W/ICE&WATER SHIELD '� ' t ' t` 15 LB.ROOFING FELT MEMBRANE ' "MNG 45 MLS %"CDX PLYWOOD SHEATHING ' FMANSION JOW 2"X 8"RR AT 16"O.C. 5/12 "NEVASTRAL"OR EQUAL. -2"X 8"RR ' RAFTERS TO HEADER'' AT 16"O.C. - SIMPSON HURRICANE TIES#1110 X 10"]FASCIA BOARD "AZEK"`WHITE , � ►moi A r SLOPED EAR HANGER . LEDGER BD. _ I W S1l�IPSON #LSSU2s 2"X 10" W/'/2" DIA. A "NANTUCKET" — "�, LAG BOLTS STAGGERED �► 2—1 %if X 9 %tl VINYL READ BD. AT 16" O.C. Z LVL GIRDER SOFFIT ! t rfl;h W DIRECT LOAD. PATH TO GROUND i.I 1��► 3'� ,r �. 0 POST . � a 6"X 6"P.T. I V �+ � DECORATIVE COLUMN i O DJT14Z Deck Joist Tie \ POLY CLASSIC 12"X 12"SQUARE PANELED a ~ BY H&B OR EQUAL ( V The DJT14Z Deck Joist Tie is designed to attach 2x deck joists to the side of 4x or •, larger support posts.The DJT14Z can be installed with either nails or bolts. W� a y r; Material: 14 gauge Finish: ZMAX®coating;seo Corrosion Informadjon. hal w �A � A Installation: EXISTING LEDGER BD. a • Use specified HDG fasteners.See Genei Ia Notes. JOIST HANGERS 2"X 8"W/ /2"DIA.THRU a E,.� U . Recommended:install on post first. SIMPSON#U26 BOLTS STAGGGERED AT 16"O.C. O Minimum 2x4 joist and 4x4 post. O ILA 94O - 0.4 w tV t'/1 DECK JOISTS ' 2"X 6"AT 16"O.C. i N POST BASE SIMPSON#ABE4 EXISTING SONOTUBE PIERS 16" ' _ DIA.X 3'-0" L _ y` C"' Fasteners Allowable Loads_ BELOW GRADE fllodel Bolts Nails Bolts Nails oty pia Floor Root Floor Roof \. ` (100) (125( (100) (125) ` Y3 M8 1100 1375 1400 1400 ( � SECTION DETAIL AT SHED ROOF NTS F OJT14Z 8-16d 2 .. `l. .,.i�f�3�i:i.':....:Sh.�`„'. . ...��.4rta�tY�?.•;- .. � .':i^' S'...: it"'.��a. a�,: , :QL"4.S.r.� %:"•;.; .u'Srf,S7}i3.-.3tti�'�ifkR �t3d.,•�....5��'Ser`'at4e►�ruFtemar...�trace�.z,:♦. 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S � x� +k,F `' r� /.. <sr'�.L....trw+ii' ax .w, - _ o•-c.,a3an•+'i' w..br 'w .,'c 4 .y :.3 � t O t +. ti q �..3,•y.a ♦w.qi 'l{wy, `,f ..M': syr Y-,+, 4 '.M.//}f0"IpM' �,- w A .. ` ' +.P••,..•..,rr.«.... wR.ryw.•»w.M•...+•+. .KM.,1,..6M'rww.y, Ae++iriM'b+.ne'4• I•,Gw•V'9'e+w ;.' t� > Y ...'"v-•m•++.N+a.iaa:, va7ti+KwYv".ltr.r n•'.Nr.!%+.1. Y'+•s-..m`K'aew.w.i..t 'v.'.,.�sea•4F•w.t .I.e.oYw.¢,`-f ` •• 4 A . " .' �,' .....� pq . FIRST FLOOR PLAN r•.n-wr,w:..ww..w:.....Y4+:+..... ..•+...w.w...-.•...'vgww,+.+,...+r....r.-4.•wHM..+laWn.«rrsrw'4......r..a.n.e-.-rwn-..rr..,n-.e' 1.n•oa. «+.w +y J"ef'•+i+M'.+MW:- v j ..` ,f�( ',S. ,. , ....Kr.wwa•.;..3.........,.- o....ea•+bana•' ,"A i .- � /.`.1,4 s_' r a�t �,� .w+!w•w.w„+wew++vwa•••n......w.^n.Ynr+r:,..,...+cw. r • `"q� i . ;t", -.,, »s . , ••.+w, w.. ,+w.,n•nfev,r• wW+,sn.•-..s+ .a.++...rr;.n - . _ 3OF5 Y I' qq • t' , Y t I I I Mill 11111!11 \ O O , 3 I U ►--� N 51'-3" Q a M 17'-3" IT-3" -091 �. 17'-3" -------------- . � l r ' � U - M t A � aaa 12'-0"TYP 12'-0" TYP 12 0"TYP 12'-0"TYP .w TA- EXISTING SONOTUBE PIERS NEW SONOTUBE PIERS 16"DIA.X 3'-0" 16" DIA.X 3'-0" BELOW GRADE BELOW GRADE E , t ) � R ��yy .Mr..vn•it•+.yr... .r+e"�...•,..y' ..wwrr,.�•,•�....:r... , - � 1�4 't`` .i,L� ..� .w _ x..:,.t..+..s,n"•ay.rne.' wo. ,.j..c..>..-,.e... .^'..- w0 ...o+w..-un•...."w•«...w:.:ww,.a-,••.. ,..<:t +ne ij R p .. E-+ V 00 wo N con + i '• w-.,..ti�"N� '"r"°�`i"r+s.orr"`u"�">w.,naxrx"oaa�w"n'°�''.."'�+r...a�n...+.v3r..- FOUNDATION PLAN ,x SCALE: I/4"- 1'-0" 40F5 •t` tSSYs'�t .^:cS� ./rlii�i^:''"� .s .��L' S9� _ .., s � ..,A, ,. 'Aat ,. v,:, .. t .: .. x 'X'' .•'t' a^'-:.aY��+s571+ 4 '�'f � rx •'I a �• ,. .. .t, 'a 'Aim . ;•S:. .. .s .•.n .i.♦�•.<r,AI�+,:li'tiC.r/.II .'rr,k.. ! Att1:�, ,x: +• >%Y'jr:1 -;c�'LI;.�,;nai .i'... W.i.....<.,i.?:.:..;7kfi�:,.t�Y.e „ .,. �y. :�. r.!•..::i...«....`::::�...�tiG'�'�1L;s:�.. .....::at':�;;r.�.r.'::a.....«...,'s a«. ...S:�S•T'%' , 1 t I 4 s; i� Q c� ° N U � d' U ' � ►�1- N zzcn r' r" � n ti "oe •'' R 3 r. ~!• 4s: +1M.PMI,r ft w+.MM-M•w•., ,'' - +-1 t ///yyy--- wOt.► ,.�. '�St] ' `�jpr++�,>r .....rwr> rr..,A,..-w w..+.•+.•,�...y...r.uW. �•' - � � +i -•• >��.�:p '• re:,fw+,•e�.�✓ w,-9.�vk�+,�i.w.y1,,;. - , `-�, I\� 'LIj ��// I� � • '� �",T � wh'4uk.�§.+s�+r+LJ.�^ aw '.i++�:>wv- 't v``� �l F-�. ,�.+ti . '11.' 4°R en69Q o-,'t w,r�.►,..,.«+�• r"w�»�. ,.. : <�;,�„-tea+-w .�.....r.....�.,..+.. �*.�•:...-,..•• '9.,�-•-...,-,.... . . � � y.r' -- t P ('..'",r,�,. ,,t n r,�"'^�}fir•�4 p� SECOND FLOOR PLAN jr00 SCALE: '/4" - 1'-0" 5OF5 , • .,- .� � n i , ..iYr,d..V7�1 .'4'Aaw +><. ...• n:iy,", iir,... •:Jiw ... .. a .. .. .. .-. '-f.' ca i 1 • .. r i. M. ... ..,� ,„�. .. ,. ..t zk.0>. w, `;i" � � ao-$x''':;l rlr:�� ti;' _.-. .. :iii'`7,'i .,,x+1«:ul::,..,• irl�"�.c.h,�:_�xE'aifi4Tk�t:Hkx;'-. .�.-. . 'r -`e c Y �. .rrR+ura•...Yrt t ,+.. .ttadle n ..u.eJF. .�.L.u.•r"w,' .a ..:t::,'•a"'�•�'::-? . :Ik `.:a N :.r -. .. , '• ..z.%&:iti _:i;�:..L.'.`i-',�.�...,'1r';i',:.., ., };(�,• c:.�tdrF�1. !'��sitkl: e'�ri..<..�,�:itr E�S�'9���It�J�';,4�c r - ... .L..- i"uar.•...,, . :a:'+:>. ,.c- .. ,.,:.t.;.e,. :�. .,_...,... ........e.ai:: ........._ .... -5iit'.•.. ........... `.:,''1',b4 t;:.:.. .... ..-:,i,;Gdri!..�dr'.... r:. Graftzer & GrIliltzerArchitecture Interior Design JOSEPH MICHAEL GRATZER TOWN OF BROOKHAVEN Architect BUILDING DEPARTMENT TOWN HALL ANNEX 99 WANTAGH AVENUE 54375 MAIN ROAD EAST ISLIP,NEW YORK 11730 P.O.BOX 1179 631-740-1274 SOUTHOLD,N.Y.11971-0959 10/15/23 josephmgratzer@gmail.com RE:REVISIONS BELL FAMILY REAR DPORCH/DECK 2540 CALVES NECK ROAD SOUTHOLD,N.Y. 11971 0100-70-04-10 IN REGARD TO THE ABOVE REFERENCED PROPERTY,THE FOLLOWING CHANGES HAVE BEEN MADE: 1. SHEET 92 REAR ELEVATION— • REVERSE GABLE ROOF REMOVED. • NEW POSTING 6"X 6"P.T.POSTS AT 17'-3"O.C. TYP.OF(4) SHEET #2 REVERSE GABLE DETAILS REMOVED 2. SHEET#3 FLOOR PLAN OF PORCH—FACING PORCH FROM BACKYARD • NEW HIP FRAMING(1'/"X 9'/4"LVL HIP LEFT SIDE • NEW HIP FRAMING 2—1'/"X 9%"LVL HIP RIGHT SIDE • NEW POSTING(4)6"X 6"P.T.POSTS AT 17'-3"O.C. • NEW 2"X 10"RAFTER LEDGER FASTENED BY 1/2"DIA. LAG BOLTS STAGGERED AT 16"O.C.IN LIEU OF V2'DIA. THRU BOLTS. 3. SHEET 94 FOUNDATION PLAN—SHOWING NEW SONOTUBE PIER LAYOUT FOR DIRECT LOAD PATH TO GROUND. THE FOLLOWING CHANGES HAVE BEEN REVIEWED BY ME AND IN MY PROFESSIONAL OPINION;THE PORCH ROOF IS CAPABLE OF SUPPORTING THE LOADS IMPOSED UPON IT ACCORDING TO THE RESIDENTIAL CODE OF NEW YORK STATE 2020 EDITION FOR HIGH WIND LOADING IN A SAFE MANNER. JOSEPH MICHAEL GRATZER y ARCHITECT,AIA,CDT,CSI,ACI z O o p Lu DENCE -j E) ELL RE51 OLu o cf) — w EXPANDED DECK Luz oLu � o � E o — p >- 17 E 0 O (D W C) EXISTING HOUSE - [) STRUCTURE, WINDOWS, Q DOORS. SURFACE MATERIALS, ALL TO REMAIN z x� W 4x4 POST w/COMPOSITE Lu ,n SLEEVE, TOP � BOTTOM RAIL�'�W'/' p-- m NEW DECK BOARDS BALUSTERS ALONG EDGE OF ALIGN D K DECK AREA AND STAIRS I x 10 RIBBON CONTINUOUSLY AROUND DECK STRUCTURE SURFAC S -m EXTENDED DECK AREA L co LATTICE OR EQUAL CONPHIJOU5 STAIR TO GRADE Q -- 3 z i � � R DECK ELEVATION - NEW CONSTRUCTION SCALE: 4" = I '-0" z U z G) .. .. : ........ . PROVED AS NOTED z OCCUPANCY � ` ., OR o DATE: B.P.yd{ dw, Y Erf�jF FEE: , 5: , ' - E• E IS UNLAWFUL a z Y BUILDING DEP C� ART. AT �j1 — o .., . FWITHOUT ERTIF► , C , ► ass-1 802 �- 8 AM T 0 P M FOR R H W 3 FOLLOWING n L WI N ! a t, G N P E CTI S• z F 0 OCCUPANCY N Y C 0 1FOUNDATION UN ATI 0 N TWOREQUIRED 0 0 F RPOURED U R ED CONCRETE R ET E d.,.., .� w2 ROUGH 3. INSULATION PLUMBING .� 00 i � Y4 �re eF _ 4 FINAL CONSTRUCTION CT 0 N M � s rt" � ;,.�Y• E COMPLETE FOR C.O. �-- A '.<. n. � Fre .>. ALL CONSTRUCTION SHALL M U ,s � � � � � �,. �; , MEET THE RIM z REQUIREMENTS OF THE CODES OF NEW RETAIN STOF�PJf WATER RUPIA' Q YORK STATE. NOT RESPONSIBLE FOR ��F z N PURSUANT TO CHAPTER 236 DESIGN OR CONSTRUCTION ERRORS. QR THE TOWN CODE. .&!. �` � ..�, r9110- r.+ei�.• <d:,, ;s �".., n;-::��,�.' .„ }s, r.. :" N E tN COMPLY WITH A Y . '; w�.i .',: ,� ,: : •. !- � ''£ H z- LL CODES OF 0 NEW YORK �� E . ... .k .`, K STATE & T CODE .> p OWN S �,�� ,, EF�o�P,r '4*' sb: ""1^a...' .hk«E iA'�' < - .,.. o, ::.:; � � ., b ` AS REQUIRE : D AND CONDITIONS4 J� -k>e..,+ 'y�✓„','�.�*.'d `xt'°g �' ..` ,xya �gg:1. s°' 'y.sr :�N,#�1 ;�rr,'.a,x' �'y a{�, .r i i. ; .� „- ,''a?',.+ r�.+�i ...- ,� Lax y�,`q,�K'�:a ^,,+� :, :'� a'•,, ��,�i` r.+.::,x,?M'"s„� � <.j —Cn��T�� � r7 �1 �•.pr 7 ,�. '�. .< #g, �*,: � � � � ;�';.�` � .✓ <��.a - yam: �;. ,,e_ �-�+F y W ,�j'",. �3#y` 'l. 7'6_,F s"+r '�'' °3rdr�”n''`'�Sda,•'�.'SE..l�°i, g°'r� a9�`.o yy,- :i,^.' z�" "N"MYP Y' lot;, ,*ID - x4i � NG B y {fi, ?ia �♦ lV,� - al.x s nor., UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW W � ~ N Z g � — LLJ Q — z c� z Q (s) o a m — (D E = o L 0 N N cn O W C, C) Lu EXISTING HOUSE EXI5TING DOOR z TO REMAIN TO ENTRY x� W EXISTING DOOR TO MUDROOM EXISTING GLIDING DOORS Q I � � Lu I � I � r I ' I � r I O m C) L CD I Lu I U C) 4x4 POST w/ COMPOSITE EXISTING DECK STP UC7URE I O SLEEVE, TOP * BOTTOM RAILS w/ 3 Q TO REMAIN; NEW FINIS 1 SURFACES I � BALUSTERS ALONG EDGE OF NEW z \ ACROSS ALL AREASI DECK AREA AND STAIRS LL- N j \ O \ \\ DOWN TO I � \ \\GRADE O \ � I EXISTING STAIRS TO GRADE TO BE REMOVED; \ I z \ \ EXISTING 4x4 POSTS I RELOCATED AS SHOWN \ �' Dowty TO DOWN To — \I GRADE HANDRAIL TO BE REMOVED I GRADE �o --------------------------------------------------© --------------------------------------------------E5 z ALIGN J O T) m zLn - O — m - DECK DECK /z ELEV. i r o NEW CONSTRUCTION W p z R 0 s W U DECK LAYOUT z Q SCALE: 411 = 11-011 z �� (d€rn W yn Ld Lu JFO �°, FE 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW C w O Lu Lu� N Qz O J _ n Z tum ,yam W L � G) E O O oz qY s L O N (n W Lu z cl u FOUNDATION AS EXISTING TO REMAIN / / W 2"X ,5" ACQ LEDGER BOLTED 0-- m / TO HOUSE FRAME WITH 5" "LEDGERLOK' SCREWS @ I G" O.C.; -� HANG D.J. FROM LEDGER WITH 3'-7 112 O SIMPSON LU28 CONNECTOR �C m o OUTLINE OF NEW DECK- L I x 10" RIM BOARD * PANELS c� }° 7-G 7'-G" L) TO GRADE, CONTINUOUS �I AROUND ALL AREAS, BOTH z �0� � � rn ��� m EXISTING AND NEW N I y EXISTING DECK STRUCTURE C) \ uj ASSUMED 2-2x 10 ACO GIRDERS O -Z CvS W/4x6 POSTS ON 16x 6x8" FOOTIIdGS o Q \ AS PER PLANS AND PERMIT DATED 1999. X - 6"X 6" POST ON 10" VERIFY ALL AREAS $TECO PRIOR TO O xx 19 SONOTUBE W/ POURED INSTALLING NEW DECKING ABOVE 70 O BEAR ON EXISTING N CONCRETE FOOTING z \ y POST w/ FOOTING NEW 2- 2"X I O" > – I G"X I G"X 8"d. — z — z dU (TYP ALL NEW FOOTINGS) ACQ GIRDER �j// Adli —� Ln zLn 4" POURED CONCRETE O � PAD UNDER STRINGERS U z . 15-0" DECK v 1 3 53'-3" Q z C/ o W " O NEW CONSTRUCTION � DECK ELFV. F) U z Q MOTI NG FRAME PLAN z SCALE: 41 = I '-0" F NEHr y D E EF o C,:) k`' �►zgr �O ��' � n -- _' I LLJ 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW LU OLLJ � O N 1- 4"MAX. Z p DECK * PORCH NOTES: w � Q — 4"MAX. I). Unle55 otherwise noted,all framing material to be#I ACQ pressure treated lumber. Z 4"DIA. MAXIMUM All fasteners, hangers aid anchors to be galvinized or 5tamle55 steel. ., 2). Girders for deck Jolst5 to be bolted or anchored to each post or pier with washers and nuts. 4"DIA. MAXIMUM — Girders on concrete piers shall be anchored with proper steel connectors anchored Z into concrete with a mmmum 1/2"dia x 7"long anchor bolt with washers and nuts. LU Q � z 3). Posts Supporting grder5 shall be anchored to a 12"x 12"x 12"thick concrete footing. Use a minimum 1/2"diax 7"long anchor bolt with washers and nuts. Footings Shall C) In C) (r] be 4 ft. below grade. m z 4). Deck Joists to haveblockmg at 60 o.c.. �p 5). A minimum of 10 inch flashing shall be installed between the buildmg and ledger. m m Ledger to be fastened;o building with 112"dia. bolts with washers and nuts at I G"o.c. N 6). Concrete piers shal be a minimum 6"above grade. --2s — 7). All Joists to be 5upforted with hangers and anchors. Each Joist shall also be anchored i- O O DECK/PORCH RAILING to girder(5). �[ 0-/ STAIR RAILING z 1-1/2"SPACE NAILING SCHEDULE Q) Lr) _ o° MINIMUM JOINT DESCRIPTIOu NAIL NAIL QTY. SPACING NOTES N (0 O JOIST TO: 4 -8d COMMON PER TOE HANDRAILS SILL,TOP PLATE OR GIPDER J015T NAIL BRIDGING 2 -8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE STAIR TREAD TO JOIST 2 -8d COMMON END NAIL U BLOCKING 1-0. EACH TOE lLJ RIM BOARD SILL OR TOP PLATE 3 - I Gd COMMON BLOCK NAIL LEDGER STRIP EACH FACE BALUSTERS TO BEAM 3 - 16d COMMON JOIST NAIL STRINGER JOIST ON LEDGER � _8d COMMON PER TOE W OPEN BALUSTER ATTACHED TO WALL TO BEAM JOIST NAIL BAND JOIST PER END HANDRAIL CONNECTION TO J015T 3 - I Gd COMMON J015T NAIL ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH BAND JOIST TO: 2 - 1 Gd COMMON PEP. TOE NAIL W SILL OR TOP PLATE FOOT IL OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS STRINGER TO DECK/PORCH CONNECTION SHALL NOT BE LE55 THAN 1-1/4"NOR MORE THAN 2"IN THE PROVDEANEQUIVALNTNGRIPPINOGRSURACEPESHALL CLINVATIC * GEOGRAPHIC DESIGN CRITERIA GROUND WIND SESMIC FROST WINTER ICE5HIELD FLOOD SNOW SPEED D51GN WEATHEP.ING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS FLASHING TUCKED UNDER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TOP PIECE OF 51DING AND W n LAPPED OVER FIRST CONTIN. 45 LBMODERATE SLIGHT TOS. 20 B SEVERE 3 FT. TO HEAVY MODERATE I I NONE CL ui PIECE Of m SIDING BELOW GIRDER/HEADER t` 1/2"DIA. LAG BOLT5 W/WASHERS CONNECTED TO BLDG. @ I G"OC O POST/COLUMN o ° L o FLOOR FRAMING 4 } 3 2x JOISTS z BLOCKING FOR J015T HANGER LAG BOLTS POST-TO-GIRDER/HEADER CONNECTION RIM JO15T/B . LOCATION U5F NUMBER DESCRIPTION APPLICATION ° 4x4 SOLID COLUMIJ PB544/PBSE44/KC44 POST CAP ANCHOF; jAffLY TO EACH COLUMN GxG SOLID COLUMN PB5GG/PB5EGG/KCG6 P05T CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION HOLLOW COLUMN 5IMP50N 51"R 112 1 H.C. ANCHOR APPLY TO EACH COLUMN U z z J � WOOD J015T n JOIST BLOCKING EXISTING HOUSE z TO REMAIN 0 N U � GIRDER/HEADER WOOD GIRDER C77 7J N v L W SPLICED JOISTS OVER HEADER/GIRDER z SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND �/ p LOCATION JU5P NUMBER DLSCRIPTION APPLICATION USE WITH RT 10 TYDOWN ANCHORS + 4"X 6" DECK BOARDS W JOIST TO GIRDER/HEADER RT 10 ITYDOWN ANCHOR 1CONNECT TO EACH JOISTN OVER ALL AREAS, BOTH FLOOR HEIGHTEXISTING $ NEW I x 10 RIM BOARD APPROX. 2xb ACQ DJ @ I G" OC; ALIGN w/ EXISTING CONTINUOUSLY AROUND Q U 2"X 8" ACQ LEDGER BOLTED N PROV. H4 2- 2"X 10" ACQ GIRDER z TO HOUSE FRAME WITH 5" EXISTING CONNECTOR BOLTED THRU POST W/ Q GIRDER -0 "LEDGE RLOK" SCREWS @ I G" O.C.; GRADE SIMPSON ABU44 z HANG D.J. FROM LEDGER WITH (2) -zCARRIAGE BOLTS F05T 51MP5ON LU28 CONNECTOR CONNECTOR(TYP) NOTCH POSTS FOR GIRDER G"X G" ACQ POSTS ON 10" CONCRETE FIE E W/ POURED 12"x 12N 12'. ' \ OTING CONCRETE FOOTING ., A.Q�`J 11DEPTH h F OTINGS) DECK POST FTG. CONNECTION HEADER/GIRDER-TO-POST CONNECTION 0 DECK SECTION rn � ' Z LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 P05T PAU44 OR WE44 F05T/BEAM ANCHOR APPLY TO EACH FOOTING (2)BEAM5 PAU44 OP,WE44 P05T/BEAM ANCHOR APPLY TO EACH PIEK SCALE: " = I '-�" 2D GXG P05T PAUGG OR WEGG P05T/BEAM ANCHOR APPLY TO EACH FOOTING 3)BEAMS PAU66 OP,WEGG PO5T/BEAM ANCHOR APPLY TO EACH PIEK A 4 !�'OFFgS10�P 4 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7205 OF THE N.Y.S. EDUCATION LAW I I . . oa •III . ��___ 11 1� I I !Iml III I ,y _ R302.12�DRAMTOPPING.�.- . tB�'D1lIME7EIit . J31ir1021 'l J21dW �0 �12J3'N2i0� 2l0 MON aN\fl a i �r ��r ,�^� �^t rg+ ! 7��r�• �o...,..... """..".� *Jr OOSi0NV�1� tr �0 THESE DR DRAWINGS S 1.�� � Yl RHE �O�O �I�EI� 1 IAL IN COMBUSTIBLE COIV'STRUCTION WHERE THERE IS USABLE SPACE BQ 1 Ft ABOVE&BELOiV THE CONCEALED aQiM OS } 533b1 �0 M0� 3 .112i3W210j �0 MON ON " �•�+'�]'�,1 SPACE OF AFLOOR/COILING ASSEMBLY,*DRAFTSTOPPII'G SHALL BE INSTALLED SO THAT THE AREA OF THE �3 , ' _� - � - CODE OF NE's YO ST A.TE, THE 2018 WFCM FOR 1 � 2 CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET.DRAFTSTOPPING SIiALL DIVIDE THE CONCEALED SPACE u" m; - � 1 � r00,00� l � � S�3 �j 1 -o Q p 3 �OZS�.9S x ,_ INTO APPROXIMATELY EQUAL AREAS.WHEBE,THE ASSEMBLY IS ENCLOSED BY'A FLOOR MEMBRANE ABOVE AND '' . �'(� � DWELLINGS, AS WELL AS THE 2020 NEW XOR A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL$E PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE a tva.a%rm w� . ®.%�� S u z z w ,_ i �r ��yy - 3gN NN IYFIJ 11 �� ONSTRfiJC'TION CO1JiE. FOLLOyVINC CIRCUMSTANCES: 9L� 8 z o_ - _. _ N STATE ENERGY CON> 'ERVATI �1 � 1 N o ..-,._ _ _•s9, �t �^c 1. . CEILING IS SUSPENDED UNDER THE FLOOR FRAMING, � ^ o o°r �� --.. _..,�.._ S .00,I S.6b N N SECCC. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPENINGS OR PERFORATED A•IEMBERS. � ' r Z L' -- - - -. _ 3 3' A i - _ - �' - _ w w n1 -aun o 6�� 8320.1 EMERGENCY ESCAPE&RESCUI;OPENINGS RI:OUIRED { � . ssssl BASEMENTS,HABITABLE ATTICS,AND EVERY SLEEPING R00i~i SHALT:HAVE NOT LESS THAN ONE OPERABLE R302.12.1 MATERIALS • . . ''' `f •• ���� o� /A.00.IS.6t,N EMERGENCY ESCAPE&RESCUE OPENING.WHERE BASEEi41ENTS CONTAIN ONE OR MORE SLEEPING ROOMS;AN . DRAFTSTOPPI NG MATERIALS SHALL BE NOT LESS THAN'/: GYPSUM BOARDS,318"WOOD STRUCTURAL PANELS OR ,. ' `'' . . 00 00 c. s 1. OPENING.SHALT:ISE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY,ESCAPE& .'OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO ,{ t1. AlAV Rt6 3ttO1S 43HSn21g EMERGENCY ESCAPE&RESCUE Q - „- RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TQ A YARD OR COURT THAT OPENS TO A THE FLOOR I RANTING MEMBERS UNLESS OTHERWISE APPROVED BY THF.BUILDING OFFICIAL.THE INTEGRITY OF _ `*c -_ s,i �- r,� PUBLIC WAY THE DRAFTSTOPS SHALL BE MAINTAINED. . . --•- ••- . -.--. . . ,. s ~ _._ _ F,,; -F,� 41C� Z•S�, .s. EXCEPTION: r c� �' . ONLY xousE l►IEcxANICAI ': M s STORM SHELTERS AND BASEMENTS USED R314 SNORE DETECTORS . EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET. . 8314.1 SMOKE ALARMS SHALL COMPLY WITH NFPA 72&R314 •o • " / . 't ,: :, ,'' 4f2" .. / + -m srrltotce PROPOSED NEW PORCH ROOF `� 01. / r R310.1.1 OPERATIONAL CONSTRAIi'1TS&OPENING CONTROL DEVICES 8314.3 LOCATION . '� +�!+�►�+4" '. ".: ' ' desivMtiba shW be .'•.."-'-- -.__. I OVER EXISTING DECK �. EMERGENCY ESCAPE.&RESCUE OPENINGS,SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT \ . Ij �` ,a'8r 01 z �� / r N6 SMOKE ALARMSSHALL BE INSTALLED IN TIi> FOLLOWING LOCATIONS: THE USE OF KEYS,TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING CONTROL DEVICES COMPLYING WITH 1. .IN EACH SLEEPING ROOM. to dic K1U' �� Qco I w , ' / ASTM F2090 SHALL BE PERMITTED FOR.U51's ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE&RESCUE CI 1111ct+the t MOL ructiots t " "` 2. OUTSIDE EACHSEPARATE SLEEPING AREA IN 7'ITE IMMEDIATE VICINITY OF THE BEDROOMS claselticatiaq of the O ,ate., • i / OPENING. 3. ON EACH ADDITIONAL STORY OF THE DWELLING INCLtJDI�i fG'BASEriIENTS&HABITABLE ATTICS AND NQ`f structure under DESIGNATION 1FgR 5�j<tUCTUItAL N I �1�► /6 •1 •z'� / O �°� INCLUDING CRAWL SPACES AND UNINI�ABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH ���t 802 butte eClaYs GOML�NIE1tTS TiIAF ARE OF N I � ti � / +Q 8310.2.1 MINIMUM OPENING AREA - SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM :'CRt>rS571if'I~C{JNSfRUGTt01� �.�. � 4S d / •Q� C . ,�/ EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE INSTALIFD ONTHE UPPER LEVEL SILALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT • ; "F�. tanenFxueAatr uecwtxet+s ` �• Z`� �� W •R.■ CiRQEres/udf R£AME I I O7' a %� �0�10 / ,a 5�,~62 /� 5 � FEET:THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS.SECTION SHALL BE OBTAINED BY THE NORMAL THE LOVER LEVEL-IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. `s a �'!,v, • q, fir'. - ,k / OPERATION OF THE EdfERGENCY ESCAPE&RESCUE OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT 4. SMOKE ALARNIS SHALL BE INSTALLED NOT LESS TITAN 3 FEET HORIZONTALLY FRO.I THE DOOR OR S ROOF fRAlitilil3. ¢ / w N F BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS tiVOULD PREVENT \\ �C� / OPENING SHALL BE NOT LESS THAN 24"AArD THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20" • OPENI G O A a UJ I `Of' 0`' ��� 2�a��� °� EXCEPTION' PLACEi>'14T OF A SMOKE ALARM REQUIRED BY R314.3 F. tFl00it luau ROOFFRAbttWo- ' l `Ll - . sem. ,•/��° / GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A - . .1 -••-- . .. - ... . .. • - I "�' ¢ ' O NET CLEAR OPENING OF NOT LESS THAN S SQUARE FEET. 8314;4 INTERCON�IIs'CTION = a z c��o�� °1 2�_ / / O TABLE R301.5 � ° s�. s� `° \ t►►•i : WHERE MORE TITAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT _ v � a I . �ti N P� V MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS tr1 8310.2:2 WINDOW SILL HE, IN ACCORDANCEWITH 8314.3,TILE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCIi A MANNER THAT THE Q � o ��, ,�1� \ O�� a r ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL (ill pounds per,Squart:foot} .. C) ,� " `> I e a / o�� � -WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE&RESUE OPENING,IT SHALL HAVE A SILL HEIGHT . INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARiV•IS ARE o W r E FLOOR'WHERE THE SILL HEIGHT IS BELOW GRADE,IT'SHALL BE USe Live Load,. W � QV W F NOT MORE THAN 44 INCHES ABOVE TH , A UPON ACTIVATION OF ONE ALARM.' z I / / ��5�° F:'�1 O INSTALLED AND ALL ALARMS SOUN z PROVIDED\YITHA<VINDO~V WELL IN ACCORDANCE WITH R310.23 Uninhabitable attics / xxZ EXCEPTION: without storageb 10.. m I / '� ��'�lq A F-4 U � 8310.2.3 WINDOW WELLS INTERCONNECTION OFSMOKE ALARMS IN EXISTTiNG AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR WELL SHALL BE NOT,LESS THAN 9 SQUARE FEET WITH A HORIZONTAL Uninhabitable attics.with - W w I / / ,� �o� W 61- � i,--i N THE HORIZONTAL AREA OF THE WINDOW W REPAIRS DO NOT RESULT IN REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE, s PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES.THE AREA OF THE WINDOW WELL SHALL ALLOW THE.. •UNLESS THERE ISAN ATTiC,CRAWL SPACE OR BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR Ijmtted storageb'9 20.' I � / q,"- ���� G ' H � `�' EMERGENCY ESCAPE&RESCUE OPENING TO BE FULLY OPENED. INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES, . A\ EXCEPTIONS I Habitable attics and attics �[ I '' �eP,� \� , t a - ~ qT THE LADDER OR STEPS REQUIRED BY 11314.2.3.1 SHALL BE PERbIITTED TO ENCROACH R315 2615 IRC CARBON MONOXIDE ALARMS served with fixed stairs 30 I .-I / p dF�e�� � U W '� � CI NOTMORETHAN 6INCHES LN70THE REQUIREDDIMENSIONOFTHEWINDOWWELL. .9152016 UCS Balconies (exterior) and iOpo ��� r/1 -C , 915,2.3.1-ONE FANT •Y DWELLINGS I. �`` I 8310.2.3.1 LADDERS&STEPS ' . 915.23.1.1.1-A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING A SLEF.PD''AREA, deckse 60' C1 G � w � WINDOW WELLS WITH A VERTICAL DEPTH GREATWER THAN 44 INCHES SHALL BE EQUIPPED WITH A .WITHIN 15 FEET OF THE SLEEPING AREA.MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED Fire escapes, 40 • PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON SUCH A STORY . MORE THAN 15 FEETAWAY FROM A Guards and handraiiSd 200h OR STEPS REQUIRED BY THIS SECTION SIIALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7,AND R311.8., 'CARBON MONOXIDE ALARM. m LADDERS OR RUNGS SHALL HAVE AN IN WIDTH OF NOT LESS THAN 12 INCITES,SHALL PROJECT NOT LESS . Guard in-fill components 50 h . ^ THAN 3 INCHES FROM THE WALL AND SILt1.L BE SPACED NOT.MORE THAN 18 INCHES ON CENTER VERTICALLY FOR 915.2,3.1.1.2-A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY THAT CONTAINS A CARBON MONOXIDE SOURCE. Passenger vehicle " + �, P]LT PLAN ZONE• `840' RESIDENTIAL THE FULL HEIGHT OF THE WINDOWWELL. - • - - • garages? 50a 1b -% ,. 1Z ;N. R310.2.5 REPLACEMENT WINDOW P3103.1 ROOF E11 I IC E D' 3 IN BUILDINGS ME THE SCOPE OF THIS CODE SHALL BE EXEMPT FROM OPEN VENT PII'ESTxAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE Rooms other than. �//%K �,, SCALE: 1"=3Q� REPLACEMENT WINDOWS INSTALLED . . `// ,o)O THE hfAXIMUM SILL HEIGHT REQUIREMENTS OF 310.1,8310.2:1 AND 8310.2.2 PROVIDED THE REPLACEMENT RCiOF OR 6INCHESABUVE THE ANTICIPATEA SNOW ACCUMULATION,WHICHEVER IS GREATER WHERE A ROOF IS S1egpjng rooms 40. WINDOW,NtEETS TIIE FOLLOWING CONDITIONS: TO BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR �9 EXISTING SQ.FOOTAGE 1ST.FL.HOUSE=2,130 FT.2 1. .THE REPLACEMENT WINDOW IS THE MANUFACTURERS LARGEST STANDARD SIZE WINDOW TIIAT'1VtLL PURPOSES;OPEN VENT PIPES SHALL TERMINATE NOT LESS TITAN?FEET ABOVE THE ROOF. Sleeping rooms 30 i O FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING.THE REPLACEMENT'1')TNDOW IDS OF ' ' Stairs' 40C ' TING WINDOW ORA STYLE THAT PROVIDES FOR AN EQUAL OR, p 103.2 FROST CLOSURE For SI: pound per square foot=0.0479 kPa,1 square EXISTING SQ. FOOTAGE 2ND. FL.HOUSE= 1,836 FT.2 O O 'd' O THE SAhIE OPERATING STYLE AS THE E7►LS S . GREATER WINDOW OPENING AREA. .' W HERE TILE 976 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0 DEGREES F OR LESS,VENT EXTENSIONS inch=645 mm,1 pound=4.45 N (INCLUDES TOWER) rl O 2. THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. - THROUGH A ROOAOlt WALL SHALL BE NOT LESS THAN 3 INCITES IN DIAMETER•ANY INCREASE IN THE SIZE OF THE a. .Elevated garage floors shall be capable of EXISTING SQ. FOOTAGE GARAGE=825 FT.2 , ` VENT SHALL BE?FADE NOT LESS THAN 1 FOOT INSIDE THE:TII]ERMALENVELOPE OFTHE BUILDING: .. n vera 20 . . s... ... . . . ... ......... .. - ........ .. _•--_.. u - - supporting a 2 000 pound d load applied o U Z ESCAPE&RESCUE DOORS square-inch area, ' 8310.3 EMERGENCYFIXTURES b. uninhabitable attics without storage are those'.' EXISTING SQ. FOOTAGE PORCH=360 FT.2 � � �+ TABLE P3202.7 SIZE OF TRAPS FOR-PLUMBING WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE&RESCUE OPENING;iT SHALL BE where the clear height between joists and rafters is PERMITTED TO BE A SIDE HINGED DOOR OR A SLIDER:WHERE THE OPENING 15 BELOW THE ADJACENT GROUND TRAP SIZE not more than 42 inches,or where there are hot. . C.) o F-0 ELEVATION,IT SHALL BE PROVIDED 1v/A BULKID;AD ENCLOSURE. PLUMBING FIXTURE FA[STING SQ. FOOTAGE REAR DECK=666.56 FT.2 MINIMUM(INCHES) two or more adjacent trusses with web ~ W a configurations capable of accommodating an . l A R310.3.1 MINIMUM DOOR OPENING SIZE assumed rectangle 42 inches in height by 24 THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EMEGENCY ESCAPE&RESCUE .BATHTUB(WTTH OR WITHOUT SHOWER HEAD----------~--------------"1 '�2" inches in width,or greater,within the plane of the PROPOSED NEW ROOF OVER REAR DECK=758 FT.2 # OPENING SHALL BE IN ACCORDANCE WITH R310.2.1 AND OR WHIRLPOOL ATTACHMENT_S) - trusses.This live load need not be assumed to act . BIDET------- ---I ------ -----------^----_'-"" '1 '�4'7 - concurrently with any other live load requirements. 8310.2 BULKFiEA D ENCLOSURES CLOTHES WASHER STANDPIPE--- ----------------------------------~-2" c. Individual stair treads shaii be designed for.the .. BULKHEAD ENCLOSURES SHALL PROVIDE'DIRECT ACCESS FROM THE BASEMENT.THE BULKHEAD ENCLOSURE •DISHWASHER(ON SEPARATE TRAP)---------------------------•�-- 1%:" uniformly distributed live toad ora 300 pound SHALL PROVIDE THE MINIMUM NET CLIEAR OPENING EQUAL70 THE DOOR IN THE FULLY OPEN POSITION. FLOOR DRAIN------------------------~_--�.:_._ ____-__ -2" .. KITCHEN SINl(ONE OR TWO TRAPS WITH OR------ 3/2.99 TABLE 8301.7 R3I0.5 DWELLING ADDITIONS __ 1 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WITHOUT DISHWASHER&FOOD WHERE DWELLING ADDITIONS OCCUR THAT CONTAIN SLEEPING ROOMS,AN EMERGENCY ESCAPE.&RESCUE WASTE DISPOSER y OPENING SHALL BE PROVIDED IN EACH SLEEPING Roolvi.WHERE DWELLING ADDITIONS OCCUR THAT HAVE A STRUCTURAL MEMBER ALLOWABLE i BASEMENT,AN EMERGENCY'ESCAPE:&RESCUE OPENING SHALL BE PROVIDED IN THE NEN BASEMENT. ~---^~^1 �y„ DI=FL{CT1t3N ' . LAUNDRY TUB(ONE OR MORE COMPARTMENTS)------ ,. . . SHOWER(BASED ON THE TOTAL FLOW RATE THROUGH Rafters having slopes greater than 3:12 with no finished ceiling attached to, I R310.6 ALTERATIONS AND REPAIRS rafters Lh80 OT RE UIRED WHERE EXISTING BASEhIENTS UNDERGO SHOWERHEADS AND BODYSPRAYS) AN EMERGENCY ESCAPE&RESCUE OPENING IS N Q FLOW RATE: Interior walls and partitions ALTERATIONS OR REPAIRS.- _--- --� I Wo ' . H1f80 U NS: 5.7 GPM AND LESS _w'-` -_~~� - EXCEPTIO MORE THAN 5.?GPM UP TO 12.3 GPM � '2" SLEEPING ROOMS CREATED IN AN EXISTING BASEMENT SHALL BE PROVIDED µ - 3„ Ftoors/eeiGngs wit#paste aFstt�ses#iclistt(includinta deck floor U3.I NEW SLE MORE THAN 12.3 GPM UP T025.8 GPM --- • • WITH EMERGENCY ESCAPE&RESCUE OPENINGS PN ACCORDANCE 1VITI3 R31D.1. - -- 1 ---- - -" -MORE THAN VE 8 GPM'UP.TO 55.6 GPM --- . ---- ----- 4" Ceilings with brittle finishes(plaster,stucco:etc) 1.1 6.4,. TABLE R3O 1 2 (� A GEOGRAPHIC DESIGN CRITERIA _ .. - . .. rh 8302.11 FIRE$LOCKTNG � - -. • .� . • ...-_ .. - .. Ceilings will,flexible finishes(gvnsum board.etc) L1240 ' CLIMATIC AND G y CONSTRUCTION,FIR SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL& 307r.1`I�lIiMUI�'I I IXTURE CI.E+ARANCES... WALL Z r IN COMBUSTIBLE CONSTR , FIGURE HORIZONTAL CONCEALED DRAFT OPEDiTNGS ANDTO'FORt41 AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND � . All other structural members LI240 H GROUND SNOW LOAD=25 LBS./FT.2 rA rA BETWEEN TOP STORY&THE ROOF SPARSE. '' ' Exterior walls--wind toads a with plaster or stucco finish W360 8301.2(5) WALL - FIREBLOCKINGSHALL BE PROVIDED IN WOOD FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1 s IN. 1. IN CONCEALED SPACES OF STUD WALLS&PARTITIONS INCLUDING FURRED SPACES&PARALLEL ROWS j 1 Exterior wails.with other brittle finishes H1240 WIND DESIGN SPEED- 130 (58)MPH .OF STUDS OR STAGGERED STUDS AS FOLLOWS: . a 30 iN• R301.2(4)A Ll VERTICALLY ATTHE CEH:[NG&FLOOR LEVELS. ` _ Exterior walls with flexible finishes1. t{11201 r TOPOGRAPHIC EFFECTS=NO 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET Lintels supporting masonry veneer walls e 2. AT INTERCONNECTING BETWEEN CONCEALED VERTICAL&HORIZONTAL SPACES SUCH AS OCCUR AT U60. R3O1.2.I.S . 3d!N. SPECIAI.WIND REGION=NO SOFFITS,DROP CEILINGS AND COVE CEILINGS. : 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP&BOTTOM OF THE RUN&ENCLOSED MINT Note:L-span length,H=span height. SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.7. a.The wind Toad shall be permitted to be taken as 0.7 times the Component and Cladding loads forthepurpos:of the determining 8301.2.1.5 0 4. AT OPENINGS AROUND VENTS,PIPE DUCTS;CABLES&WIRES AT CEILING AND FLOOR LEVEL,WITH AN 21 1N. 421 IN. deflection er m herein. FLAME AND PRODUCTS OF COMBUSTION.THE CLEARANCE CLEARANCE . b For cantilever members;L shall be taken as twice Vie length of the cantilever. WIND BORNE DEBRIS REGION ZONE= NO Q APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAN . .c,For aluminum structural members or panels�used In roofs or walls of sunroom additions or patio covss,not supporting edge of �/ MATERIAL EJECTING THIS ANNtULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 � ,,. -„ glass or sandvhch panels,the total load deflection shall not exceed U60.For eonnnuous alum num shuctura members supporting 8301.2.1.2.1 edge of glass,.the total load degection shalt not exceed 0775 for each'gla4s lite or U60 for the entirelength of Iha member; A REQUIREMENTS. P4 IN. CLEARANCE IN . ' whichever is more stringent.For sandwich panels used In roots of walls of sunroom additions or pale coven;the total load . SEISMIC DESIGN CATEGORY="B" CES IN CONFORMANCE WITH 81003.19 deflection shall not exceed U120. 5. FOR THE FLREBLOCKLNG OF CHLMNEYS&FIREPLACES R301.2.2.1 _ FRONT d.'Deflection forexteriorwailswithintoriorgypsumboatdUNshshalibelimitedto'anallowebledeilectlonofFr1180. WEATHERING CATEGORY TOR CONCRETE FXPOSURI✓-SEVERE KING OF CORNICES OF A TWO FAMILY D tVELLING IS REQUIRED AT THE LINE 4F DWELLING e.Refer to Section R7o3.7.2. 6. FIREBLOCKING, .. ... .._..-... ._. . -- SHOWER ._ - o ; � �, UNIT SEPARATION. . .... .• . . t -- Tabfe.R402.2 8301.2(3} p..I .-t I�17Q�1[i►�QI1'I�CLEARANCES , _v .Minimum Specified Compressive Strength�'of Concrete • - FROST LINE,DEPTH=3'-0" 94 w U ~ R302.11.1 FIREBLOCKING MATERIALS' FIGURE 307.1 _: - , art F. EXCEFT.AS PROVI ED IN8302.11 ITEM 4,FIREBLOCKING SHALL CONSIST OFTHE FOLLOWING MATERIALS' . ,WATER CLOSET ' Type or location of concrete construction Minimum SpecifiQd Compressive Sf jE:ngth(fl) 8301.2(1} �+ a Z r; 8403.1(1) a 4 Weatherirlg Potential W 1. ' .:Iri�_vgnae��IOMnvAL.LUMBER,. . - � -.OR BIDET , 2. TWO THICKNESSES OF 1 INCH NOMINAL LUMBER W,.BROKEN LAP JOINTS. . . . ............ • . WAIL 3. ONE THICK NESS OF23/321NCHWOODSTRUCTURALPANELSW1 ./JOINTSBACKEDBY23/32INCIiwooD " wA� • _ 15TH . . - Negligible .. Moderate Severe TERMITE= MODERATE TOIIEAVY A STRUCTURAL PANELS. - 15 IN.;_" Basement walls foundations and other.caricrete not- 2,500 . 2,500 2,500.: R301.2(6) W 4. ONE THICKNESS OF'/.INCH PARTICLEBOARD W/JOINTS BACKED BY'/.INCH PARTICLEBOARD. _.. ' a . exposed to the weather WINTER DESIGN TEMP.- 13o F � adt o S. ONE HALF INCH GYPSUM BOA". . 6: ONE QUARTERTNCHCEMENT'BASED.MILLBOARD OTHER MATERIALS INSTALLED Basement Slabs and interior Slabs On grade,eXCept .. 2,500 . 2,500c 8301.2(1)ISOLINES 97 '/x% WINTER DESIGN TEMP. E-I U . 7. BATTS OR BLANKETS OF NEIN ERAL WOOL O8 GLASS FIBER OR OT a rage floor slabs IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. . TUB g ICE BARRIER UNDERLAYMENT=YES 0 9 = � 8,' CELLULOSE INSULATION INSTAcri LLED AS TESTED BNACCORDANCE WITH ASTbf E119 OR Uf 263 FOR THE Basement WaIiS,foundation walls,exterior walls and 2,500 3,0004 3,000 8905.1.2 R905.4.3.1 R905.5.3.1 8905.6.3.1 It905.'7.3.1 8905.8.3.1 �.; Q SPECIFIC APPLICATION. . . other vertical concrete work exposed to the weather FLOOD HAZARD=NO a N . 21 IN. 21 IN . Porches,carports slabs and steps exposed to the 2,500 . .3,OOO. . . . 3,500def_ AIR FREEZING INDEX= 1500 OR LESS 8302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER CLEARANCE CLEARANCE WALL weather,and garage floor slabs BAITS OR BLANKETS OF MINERAL Oil GLASS FIBER OROTHER APPROVED NON RIGID MATERIALS SHALL BE R4O3.3(2) PERMITTED FOR COMPLIANCE WITH THE 10 FOOT ITORIZOZ\TAL FIREBLOCKING IN WALLS CONSTRUCTED USING For 51: pound per square inch=t3.89s kPa. MEAN ANNUAL TEMP.= BRIDGEIIAMPTON 50.8oF PARALLEL ROWS OF STUDS OR STAGGERED STUDS. - . . a.Strength at 28 days psi. TUB b.See Table 8301.2(1}for weathering potential.. STATION#300889 c.Concrete in these locationsthat is subject to freezing and thawing during construction shalt be air-entrained concrete in : NATIONAL CLIMATIC DATA CENTER 8302.11.1.2 UNPAGED FII3ERGL�►SS accordance with footnote d. • " AIR FREEZING INDEX-USA METHOD -----~' d.Concrete shall beair-entrained. Total air content(percent by volume of concrete)shat!be riot less than 5 percent. mon: . UNPAGED FIBERGLASS BATT INSULATION USED AS FI1iEBLOCKiNG SHALL FILL'fHE ENTIRE CROSS SECTION OF than 7 percent. BASE 32oF r THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES NIEASURED VERTICALLY.WHERE PIPING,CONDUIT e.See Section 8402.2 for maximum cementitious materials content - R SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE WALL. . 0 E. ^i OSETS .'- . OBSTRUCTION. PLUMBING NOTES:' f.For garage fioorswith?sleet-troweled finish,reduction of the total air content(percent by voleme of concrete?to not les:. . 'than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. TABLE 8301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION 4 8302.11.1.3 LOOSE FILL INSULATION MATERIAL � . .1.• USE LEAD-FREE SOLDER .•... LOOSE FILL INSULATION MATERIAL:>HALL NOT BE USED AS A FIRE UNLESS SPECIFICALLY TESTED IN THE • Z: ALL HOT CUED WATER LINES SMALL BE-1/2'DIA."PEX"TUBING ARCHITECTS ENERGY CERTIFICATION. CALCULATED SD SEISMIC DESIGN CATEGORY . FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE 3. ,�;.pLUMBiING WORK SHALL CONFORM TO THE NEW YORK . TO THE ARCHITECTS KNOWLEUGIE; INFORNIA-TION AND BELIEF; SDs�0.17g A ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE&HOT GASES. 1. STATE PLUMBING CODE. 0.17 <SDS 0.33 B THESE DRAWINGS CONFORM TO THE(2U20.NYS ECCC)2020 NEVA g g I 8302:11.2 FIREBLOCKING INTEGRITY �, ;ALL CLEANOUTS'SHALL CONFORM TO.THE NEW PORK STATE � . 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O NEW 6 x 6"" P.T.POST 14 ` �,;� _ 2"X:6" CROSS MEMBERS POST DRESSED IN 5/4"AZEK •- �, O 6"X 6"P.T. t r U O DJT14Z Deck Joist Tie DECORATIVE COLUMN DECORATIVE COLUMN POLY CLASSIC DJT14Z Deck Joist Tie POLY CLASSIC rhe DJT14Z Deck Joist Tie is designed to attach 2x deck joists to the side of 4x or 12"X 12" SQUARE PANELED 12"X 12"SQUARE PANELED _ Q; U larger support posts.The DJT142 can be installed with either nails or bolts. BY H&B OR EQUAL BY H&B OR EQUAL The DJT14Z Deck Joist Tie is designed to attach 2x deck joists to the side of 4x a 4 Imo' Material: 14 gauge larger support posts.The DJT14Z can be installed with either nails or bolts. WHITE Material: 14 gauge Finish: LMAX coating,see Co-rosion Information. 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