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HomeMy WebLinkAbout44917-Z �Q�OSF 04cpG, Town of Southold 1/14/2021 P.O.Box 1179 0 C* 53095 Main Rd $y,�0 �V�or Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41736 Date: 1/14/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 55 Crown Land Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-2-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/18/2020 pursuant to which Building Permit No. 44917 dated 6/25/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including front and side stoops, to an existing one family dwelling as applied for. The certificate is issued to Anthony Portillo LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1206 12/19/2020 ELECTRICAL CERTIFICATE NO. 44917 11/20/2020 PLUMBERS CERTIFICATION DATED 12/21/2020 AhiNwot Plumbing& eating i d ignature �o�suFFot,��o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44917 Date: 6/25/2020 Permission is hereby granted to: Gatewood, Kay c/o Charles Gilliland III 2043 Quail Creek Cv Memphis, TN 38119 To: make alterations to an existing single family dwelling as applied for. At premises located at: 55 Crown Land Ln SCTM # 473889 Sec/Block/Lot# 109.-2-12.1 Pursuant to application dated 6/18%2020 and approved by the Building Inspector. To expire on 12/25/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $556.80 CO-ALTERATION TO DWELLING $50.00 Total: $606.80 Bui ing c or 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 I%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 I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building:� (check one) /f' Location of Property: 1;5 L / (i Mqw- House No. Street{ Hamle Owner or Owners of Property: o_(7 Suffolk County Tax Map No 1000, Section Block Lot Subdivision G� 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: $ 5V A ' ant rignature rif so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Kay Gatewood Address: 55 Crown Land Ln city,Cutchogue st. NY zip. 11935 Building Permit#: 44917 Section- 109 Block: 2 Lot- 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA- T Best Electric License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 44 Ceding Fixtures 18 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 2 Transformer UC Lights 10' Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect Switches 34 4'LED Exit Fixtures 11 Pump Other Equipment. Hood, Fridge, W/D/ DW, Micro Notes " AS BUILT, NO VISUAL DEFECTS " Whole House Renovation Inspector Signature: ,� Date: November 20, 2020 S.Devlin-Cert Electrical Compliance Form As r ®F so�rya�o Town Hall Annex Telephone(631)765-1802 54375 Main Road 41 Fax(631)765-9502 P.O.Box 1179 G Southold,NX 11971-0959Q� BUE.DING DEPARTMENT TOWN OF SOUTHOLD J AN 7 6 2021 CERTIFICATION 1 c.a Ty 'N' '. Date: 112 2 Building PermitNo. q �- Owner: 6 n k A e(,*-+ � (Vlease print) Plumber: P'� (Please print) s I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. . 1 i (Plumbers Signature) Sworn to before me this day of'heC M&CLe, 20 Z.O Notary Public, PHILIP FCIaY aL Of f Notary Public-Stat of New York 1 No.()1SW4506950 Qualified in Suffolk County My Commission Expires Oct.31,2021 � a a l M� �aOF SOGT�O # # TOWN OF SOUTHOLD" BUILDING DEPT. �0 • �o 765-1802 INSPECON [ FOUNDATION 1ST [ PROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� t�✓'1 3 cp DATE INSPECTOR OF SOGlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. • io �yco 765-1 802 l 1 NSPE.CTION 4 [ ] 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 REMARKS: DATE ��/ 2� INSPECTOR l�q' OF SOUIyOI - # f TOWN OF SOUTHOLD BUILDING DEPT. 'COO 765-1802 ANSPEC ON [ ] FOUNDATION IST [ UGH PL13G. [ ] FOUNDATION 2ND [ NNSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O REMARKS: DATE INSPECTOR u l� OF SOUI�O ` # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PLBG- [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 /00000 vJ A � �- r wvw in yw6th6er: DATEINSPECTOR oF souryo6 f # TOWN OF SOUTHOLD BUILDING DEPT. `y�ou►m ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ -],-FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:467) M Uk!A,,2 _ lqq,s_o vm Ca* ` • D � DATE I INSPECTOR SOUTya� _I 9 -l # TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�'` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND _ _ [y ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: U 1 OVi DATE It INSPECTOR ��- t. i¢¢ Operating Business Address:1075 Franklinvilie Rd,Laurel NY 11948 '1;fRCHRECTURE Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 p uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 November 16th,2020 , RE:55 Crown Land Lane Cutchogue, NY 11935 To-Town of Southold Building,Department: I conducted a site visit at S5 Crown Land Lane,Cutchogue NY to inspect the footing and rfloor foundation. Based on my inspection,the lit floor foundation and damp proofing were completed to meet NYS Building Code and the architectural plans. Please feel free to contact my office if you have any questions. Sincerely, Ctyi �G� o c' Anthony Portillo,RA,LEED AP a ` �e�OF FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) z ' (�o 0Y--v000, (� > H ROUGH FRAMING& PLUMBING VT / 4 .�E-f 1000 I ti0 -- p .� e� TIP INSULATION PER N.Y. �`H STATE ENERGY CODE t ll� -fo ren y 'Y tyk Wt., X10 A I Ott h �� FINAL Wt/vvtu • ff:1 , ADDITION4L COMMENTS o rn C r�an2� 0 z H _ d TOWN OF SOUTHOLD - - BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4`sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 -Survey Southoldtownny.gov PERMIT NO. 7 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- z® - Contact: A/�'E� ftV-N 1'1LeC`V[e Approved 20 ' Mail to:l.'07� F/Gl. V�ll� 4 Disapproved a/c //�� Phone: JS] (� al y 0100 0— Expiration ,20 uilding or APPLICATION FOR BUILDING PERMIT Date (J ri• 1<� ,20 RO INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the'premises available for inspection throughout the work." I - 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.' - __ 1. 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 of for removal or'demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Int , i (Signature of applicant or name,if a corporation) 1n7s �'�f�'J���ia yl�Lg �,a vr�el (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, a ineer, general contractor,electrician,plumber or builder npy Name of owner of premises ]�R-�hny)q PEE� 1 1() It I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done. ss- know 6 Land L - - C ,hoave House Number Street Hamlet County Tax Map No. 1000 •Section A-(2� s�.r �,�•��lock,�.�;s^�,•��s� Lot X4:00)i'a" �•ra;;s'�+!suC Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancyof pro ose construction: a. Existing use and occupancy � b. Intended use and occupancy ` 3. Nature of work(check which applicable):New Building Addition Alteration— Repair lterationRepair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front� � Rear , Depth \ Height Number of Stories Dimensions of same structure with alterations or additions: Front OZ`1 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories G 9. Size of lot: Front Rear vaS79 a-I+ Depth' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Q 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X " 13. Will lot be re-graded?YES NOy/Will excess fill be removed from premises?YES NO->� 14.Names of Owner of premisesfMW r ' OAddoress b7S 1 Phone No:.! I 0) Name of Architect (� f I l U Address 1675- 4:eLW/V-161' WP Phone No 1 l Al COO Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO _ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAYBE 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 16 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF& klr��Olkkl it d being duly sworn,deposes and says that(s)he is the applicant 11 V (Name bf individual signing contract)above named, (S)He is the ftwi - (Contractor,Agent,Co rate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application'filed therewith. Sworn to before me this f off ' day of (1 U rj-2 _20_00 AZA Notary Public ► ' ature o Applicant PUBLIC,STATE OF NEW YM R�g18tPe0on N0.OIMC64036M Scott A. Mussell ,��°su ��� STOWMIWAT]E]k SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v- 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) { _ DOES THIS PROJECT IN VO)LVE ANY OF THE FOLLOWING: -- --- � Yes No (CHECK ALL THAT APPLY) ❑d A. Clearing, grubbing, grading or stripping of land which affects more III 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. 1 ❑E4i C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. j ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑E . E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑aF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management I Control Plan was received by the Town and the proposal includes a 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 Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Dlstnct NAMEAfflo- 10 Ia. ) ( nI ) ` ao Wr l Section Block Lot ® *FOR BUILDING D RTMENT USE ONLY **** Contact Information. f �ITekplmrc Num6v1 i l Reviewed By: 4 - - - - - - - - - - - - - - i` i � — � l Property Address/Location of Construction Work: Date: 6&-d� r2o — — — — — — — — — — — — — — — — I I� Approved for processing Building Permit. 55 ridI� ® Stormwater Management Control Plan Not Required. { I j Stormwater Management Control Plan is Required. —__ E (Forward to Engineering Department for Review.) ` FORM # SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerlDsoutholdtownwgov - seandO-southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: - a.o Company Name: T Bc:f>T t:Lfc�('I C -T- L,c. Name: -I10./-lo_ S Z' i;S<fST-:n7 License No.: M - L4 9 4y email: T6�s I ®®, Address: 39 u.3ifLS ST C-'eI'LTe �- Phone No.: JOB SITE INFORMATION (All Information Required) Name: _ _,_,= i e; w o � Address: C->a C V0 kjJ(I- g-(Ld L a/tC) CL4-.1 C k Cross Street: FA ct A Roc� oj Phone No.: Bldg.Permit#: y Lt ctt 1 7 email: Tax Map District: 1000 Section: J[)9 Block: a Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) C®l�-(�fo�T Circle All That Apply: Is job ready for inspection?: YES Q O Cou In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION lee- Request for Inspection Form.xls 6c� = ID � 0 DING DEPARTMENT-Electrical Inspector, AUG ZQO `" TOWN OFSOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 r Southold, New York 11971 - r - -0959 phM,DTNG DEM one (631) 765-'1802 - FAX (631) 765-950? roaerr s utholdtovacnny ta7. o ..civ.--.: seand(Msoutholdtownny.pov APPLI-ATION FOR ELECTRICAL INSPECTION, ' ELECTRICIAN INFORMATION (All Information Required) Date;: 08/26/2020 Company Name: _ , BeT_ _L�lectric Inc.. - - - Name: Tom Best License No.: ME-49446 email: tbestelectricin ahoo.com ; f Address:__ .. 39 Newins Street_ Center Moriches. NY 11934 Phone No.: , 631-833-1339 JOB SITE--INFORMATION (Ail Information Required) 4 ` Name:_ Address: 55.Crown Lan&Lane Cutcho u NY-- , Cross Street: Main Road Phone No.:� 16,57Z4741 - - =- bldg.Permit#: email: a ortillo am architect.com -_Tax_Ma District:._ 1000ecttQrt: �g__ -Blocky _ 2 . t.of;_, _ 12.1 _ BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ Upgrade existing service_ A. Circle All That Apply: Is job ready for inspection?: NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On_ p �i�nr�u�ll of .�=�-20 `r ---v Temp Information, (All information required) Service Siz 1 Ph Ph Size:___200 _A #Meters ___ 1_ _ Old Meter#-. 1__ New Service- Fire Reconnect- Flood Reconnect-Service Reconnected-Underground Overhead Underground'Laterals 1 2 H Frame Pole Work done on Service? Y N Additions-rnformatiorf: _ - - PAYMENTWE 1NITH.APPLICATION- - Request for Inspection FormAs ff PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's � r UCLts Fans Fridge I HW Exhaust Oven Drye . II Smokes DW Service I ?-&OA- � � 2 Z� v sem Carbon Micro Generator Combo Cooktop Transfer AC - AH I Mini Special: Comments. Town Hall Annex �� `f '�� Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P.O.Box 1179 CM Southold, NY 11971-0959 BUILDING-DEPARTMENT NOTICE OF—UTILIZATION OF-TRUSS TYPE':CONSTRUCTION, PRE=ENGINEERED' �T ^ WOOD-CONSTRUCTION AND/bR TIMBER CONSTRUCTION-_ z Owner:`- Location of Property:._'�35 . _C (_Q_ IA,in Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure n to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) C Pre-engineered wood construction (PW) Timber construction;(TC) in the folll wing location(s) (check applicable line): Floor framing, including girders and beams (F) - Roof framing (R) ZIand roof fra ng (FR) Signature: Name (person submitting this form):: ._ Capacity(check applicable line): X Owner Owner representative TrussRegl5.docx Effective 1/1/2015 XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251h St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: CI I TO: 2c)Lwvy FROM: J A N - 6 2021 AMP Architecture, PLLC JU75 ]2ranklinvillf, Rd Laurel, NY 11948 Enclosed please find: -voe gnnc,i 4e_ tens 4-D dc)':m OLt+. C rc)wn La�6 , 4u N) . v -r- kp ()n(k j f4ew :::Lk\121 �Z� eLLcrd k) C, 2A IL 04 LL)CILJIN On j Regards, AMP Architecture (516) 214-0160 CHffECN Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RE Brooklyn Office:204 25w St,Suite 203,Brooklyn,NY 11232 LLCBrooklyn Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 06/12/2020 TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Rd Laurel, NY 11948 Enclosed please find: - Building Permit Application for 55 Crown Land Lane, Cutchogue -Application for CO -Stormwater Management Work Sheet -Truss Form -4 sets of plans Regards, a Anthony Portillo t• AMP Architecture ° 1 JUN 1 5 ?0�0 (516) 214-0160 Gatewood, Kay October 14, 2020 c/o Charles Gilliland III 2043 Quail Creek Cv Memphis,TN 38119 Enclosed you will find a renewal letter for expired Building Permit#22352. Before we can schedule your final inspection for Building Permit#44917,you must pay the$87.50 renewal fee. At that time we will set up final inspections for both building permits. Thank You, Building Department - wood LOT COVERAGE 07Jo2020 SITE LAYOUT NOTES: - ELEVATIONS REFERENCE NAVD 1488 -- TEST HOLE DATA I. THIS 15 AN ARCHITECTS SITE PLAN 4 15 SUFFOLK COUNTY TAX LOT NO. 1000-IOa1-2-12.1AMP ARC. ITE:Q'n1M 5UELECT TO VERIFICATION BY A LICENSED - THE FOLLOWING LOTS WITHIN 150' OF 10`75 FRANiCLINVILLE ROAD PROPERTY UTILIZE PUBLIC WATER AS PER SGWA: LAUREL.N.Y. IW2 SURVEYOR. THE INFORMATION I ZONE R-40 51b.214.01EO REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. 1000-104-2-8 % LOT 1000-104-2-q DESCRIPTION AREA B�� E 2_SURVEY INFORMATION WAS OBTAINED 1000-104-2-12.2 COVERAn` \` C GE a• Rola 1000-104-2-123 / 2 ILOAM FROM A SURVEY DATED JUNE 24, 2020 TOTAL LOT AREA 40,483.0 S.F. AND PREPARED BY: 1000-10q-2-12.b ` / '��' ` ♦� ` ST.i Ei l sP PALE elzowrt Ft1�E 1000-104-2-135 ` � O EXISTING HOUSE 1,158.6 S.F. 2A% sA►ry JOHN G_ FREERS LAND SURVEYOR 1000-104-4-5 a N.Y. STATE LAND SURVEYORO' EXISTING SHED 835 S.F. 02:K LIG. #50202 AP OF GROWN LAND LANE' DWELL I NO 6 EAST MAIN STREET FILED AUGUST 27, Ig75 TOTAL AREA OF ALL STRUCTURES 1242.1 S.F. 3.1% RIVERHEAD, N.Y. 11401 FiLE NO. 6284 �1-01 ♦ PRIVATE MAXIMUM COVERAGE ALLOWED = 20% NOTE: DHELLINO / ` HATER I. FLOOD MAP DATA FROM SURVEY: `-SH TO!'EDRINI PALE f Wm SAIm V MAP #: 3610300163H PURL I G HATER / � ` KTH VM- MAP DATE: O4/25/200q / 10%� FLOOD ZONE: X 2.51TE PROTECTIOWSILT FENCING TO BE ,, ��, INSTALLED AS REQUIRED BY THE TOWN OF �,�-{/ `;� D WELL I N�� . " .Y .w souTHow. {� O / PUBL I G \ :,� f. '� •: - 3_NO SURFACE WATERS OR VETLAND5 ARE i-y �":;.� ;« ` "� fit"� * `. LOCATED WITHIN 300' OF THE PROPERTY_ V a " !��• �� • Y � HATER GOM�IT'S:NO wAT�i Diccuf TES I/ 000,1000 \ ' "'� ,a, »'1 SO a•`7 a!'w` `�`� �'" '/^n r } 1y` `�` / lopO i s�= ,"q .�f9, G,lp". m ' / / O O fo Uj ' , '' 1,6*f•` * '""`^" / R `` do 6 F. / .�` 3 U x`00/ ./� % �� a ]!q W.g,,t"b, 4F F,SyR"..,,. ��;�.•A ib p Fr- ,'" ' .~y: � i� `6 V `'`1 '•` �! 'AJ1 ISO / //-1� `` SUBJECT PROPERTYr ' ` 4 \ /do O % ` " \/> /"y 4 * . ,s � . ,•.; " " ..yb , <yk*.A . .. ..$ "µ q �`, s�w�`�" V•' �� O1E�t 9 T. NEW DOMESTIC WA / �,\ Y ` O HOLE MIN.SEPARATION w� r 44 IN 10' s t * .t A Y � f, O ` TEST ' SUPPLY LINO,TO TEM "y s: 5F_YVA6E 015POS . t '�j� ! .•.-.f' '�.� 4 `''9� �A� r A. r4� . 4 n" ��V' =,�� � ♦� yp -.ir � � � �" � �' 1 p ,_* oR # t ,f t, M,�}' !r h� /-j/ ♦ Vl _ ` GRAVEL DRI Y i[ce�"x "+,",r. �`,. _, (•�,y+`�V�ry�y',,r'i.µ. ;�."'�' r '�'•'',4• 'r a '"�" ,,,� �N.. ��.�?'':.• a5''r.'r-,-: x";..* s,,. `s,..+'_/ry� �.y+a',`���+�°'"d';` r�"dl,i yew�.�"�V E_"y `DI` 'v\/p ATED RELOCSHED/ % ,.' OO` f O r{' ' s'•+' es C* �a R� u .R r°'' .° ".s r� } ` EXIST-OAS LINE; TO MAINTAIN 5'MIN. TION FROM SEPARA 5EWACE DISPOSAL EXIST_ \ � ` SYSTEM AERIAL PHOTO K3-LN SCALE: NTS �I�-To PROPOSED SEPTIC SYSTEM DETAIL DHELLINO '��; ��o�� � �z,'N NOT TO SCALE PRIVATE �`` � �-�Q`N' ,o�6) GS �� ` . 00 T. s EXIST, ISEDT,(4M HATER ����` O��Q� y�z c� •�a o e DW1,=4 DHELL I NO \ '� d,- 4 �° Lp e• GOVER TO GRADE IF ` ,/� FF.rT 15 u5ED oN !N_.ET HEAVY DUTY PRIVATE ATE ` LOCKING CAST IRON /� / zGRADE EL = 210' COVEIR TO GRADE HATER `` � �1'` � ♦�\ (y O. 5% MAXIMUM SLOPE ' m uni o r MIrL r MAx MIN.4'DIA_ I'MIN. o ` �, ` �� 2- z MAX. DHELLINO ti , U) GaO. � 8. O� SDR 35 PVG . ' . •,g• it OR EQUIV. y MIN.4'IDIA- n o p MIN.PITCH�':I' PUBLIC, HATER ♦ �/ I" w ------------------ OR EQUI G FLOH LIM f� X MIN.PITCH ' I' 'O ` �/{/� O BAS ♦ 0 EL=15.4' 1250 MAKE DROP `T' .00 Q GALLON 4�; ACCESSIBLE FOR /��MTAWO MAINTENANCE K\L J Q f----8-o—ter 01 LEACHING POOL Ck O� / SEPTIC TANK[I) V EAST. ♦ \\� O U- BUILDING ` ��` I. MINIMUM SEPTIC GAP�4CiTY FORA 4 BEDROOM HOUSE IS 1250 GALLONS►�/34 SF_LIQUID AREA, w (I)&0 SEPTIC TAW,w/4'EFFECTIVE DEPTH PROVIDES 1250 GAL_CAPACITY 4 44 SF_LIQUID AREA- ` / 2. CONCRETE SHALL HAVE A MNIMUM 1VE STRENGTH OF 3,000 PSI AT 28 DAYS. �0 3- TANG SHALL HAVE MRK WALL THIC:KNC-55 OF 3',TOP THICKNESS OF b',AND BOTTOM THICiQES6 OF 4'_ i- 4_ ALL WALLS,BOTTOM,AND TOP SHALL CONTAN REINFORGIN6 TO RESIST AN APPLIED FORGE OF 300 P5F. SiGPPEP. 04 SLATE OR OTHER STOPPER Oa, mac/ S. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATER CA-IT ( END PLUG Erin PLUG Fr SUITP9_E CCfdEP, (� 41 b. THE SEPTIC TANK SFL4LL BE INSTALLED AT LEVEL N ALL DIREGTiOP15(WITH A MAX TOLERANCE OF 31/4) 8'-0' �sv a rs W Y ON A MNIMUM 3'THICK BED OF GOT-R'AGTED BAND OR PEA GRAVEL. I H �. 4 ?4 t9<'"•r --�i 9- A IO'MN-DISTANCE BETY�1 5ET1G TANK AND HOUSE SHALL BE MAINTAINED_ - . - p z Q sEvrEp Pme 45' ELBN}S 30" ELBOW i > *1 5�„ EAGHING Poo I Of �ZN !� PROJECT: I- LEACHING sY5Tl3•t FOR A 4-B®ROOPt RFar-IDENGE SHALL PROVIDE 30o FTS SIDE-WALL AREA N 8'4'x 12'(E'FFEGTIVE DEPTH)LEACHING POOL_PROVIDES 300 FTS SIDE-MIALL AREA REPLACE EXIST.SOIL I 45 ELeOVJ �-eox-;� PROJECT.- ml 3'GLEAN SAND a EFRATE n" a'-FwarE [;' N 8'm x 12'(EFFECTIVE DEPTfU LEACHING POOL PROPOSED FOR 5oG EXPANSION DOLLAR SURROUNDING CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC O I O 2_ LEAGHNG 6AILEYS'ro BE coNSTRxTaO OF PREGA5T RELNFoRaw cow-;RETE(OR EQUAL). LP WHERE EXIST_SAND S 1 TE PLAN PO RTI LLO 3 ALL COVERS SHALL BE OF PRECAST REINFOWW CONCRETE(OR EQUAL) 4 CRAVE-(5P/SVV IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERCATE "B' IS FCR USE WITH BLDG_ R7EM1SION/CONNECTION 6RAP7+IC SCALE LAY13,1 NOT PRESENT R E N OVATI O N 4- A 10'MIN.DISTANCE til 1FACHIN6 GALLEYS AND WATT LINE SHALL BE MAINTAINED. GLEN—OUT DETAIL SCALE: I'-0" = 20'-0" S. AN b'MIN.D15TANGE BETNIEEI`I ALL LEAGHtNG GALLEY'•AND 5E Mr-TANK SHALL BE MANTAIi EO- SUENOL.K GOUNTI' HEALTH DEPARTMENT APPROVAL SCALE: NTS 55 CROWN LAND LANE MINIMUM 5EWAGE DISPOSAL SYSTEM DESION REG2UIREMENTS: 8.Water testing: Seal tank;fill tank with water to outlet Invert CUTCHOGUE, NY 11935 P� ® 1... elevation,let stand for 24 hours.Refill the tank to the outlet invert 6_All joints shall be sealed so that the tank is watertight.See section 3. All outlets from the septic tank must be provided with an 18'drop 'T' L� I�0L I'"' U N T 4 E P T i E lvIT 0 HEAL � H SERVICES 1.Septic tanks shall be constructed of precast concrete,fiberglass, after the 24-hour period Is complete_Let the tank stand for an 5-114,B.10.Tanks that ore cast h place require prior approval from the or equivalent approved baffle extending into the 1/3 of the septic tank DRAWING TITLE: polyethylene,polypropylene,theTnoplostfcs,or other materials h additional 10-hour period.The tank is approved if water level is held Department and must be certified by a Licensed Professional Engineer. liquid depth. bas deflection baffles are recommended for installation CON -"-� �. accordance with Department standards and IGWORK Appendix 75-A. for the 10-hour period-Water pressure testing Is recortmended to be At a minimum,the floor and walls of a concrete tank must be below each effluent drop 'T'_ APPROVAL Of-- 01 ISI i '#, TED krtf I. FOR The use of steel tanks is prohibited_ done onsite after Installation. rnonollthically poured. SITE PLAN 4_A distribution box/manhole or distribution leaching structure shall be //�� /� �I" [�"�^ _ _ 2.Unless otherwise specified,the leaching structure/system that follows 9.Septic tank manufacturers shall provide a label of non-corrostve T.Whenever practical,concrete septic tanks shall not be located within required for all systems with more than(3) leaching structures unless on PROPOSED SEPTIC SYSTEM "e I 6 L /" 'w 11-Y ! i I 1 aseptic tank shall be dcsic_ned h accordance with section 5-101 and material h a prominent location at each access opening to warn that groundwater_For installations that are placed within groundwater,the alternative design is approved by the Department. 5-110 of this standard. 'entrance Into tank may be fatal'_ bottom and side portions,up to IB inches above highest NOTES recorded/expected groundwater elevation,of the septic tank shall be S.The top of the septic tank shall not be located greater than 25 feet 3.At a minimum,all septic tanks shall have 20-inch covered access PRE-GAST GONGRETE SEPTIC TANK G0N5TRUGTICNI REQUIREMENTS: monoilthicaily constructed- In cases where this is not practicable,the or less than one foot below final gradc- openings within 12'of grade or to grade located over the inlet and septic tank shall be waterproofed up to 18 inches above the highest Dc to 12/19/20 1-11 S. i �'p4g R-20-1206 outlet,respectively.Govern shall be either 20-Inch diameter watertight I.Reinforced concrete shall have a minimum compressive strength of recorded/expected groundwater elevation and leak tested to ensure 6.At a minimum,all sampling manholes shall have 20-inch covered and Insect-proof locking cast iron covers or thermoplastic covers at 3,000 pounds per square Inch(psi)at 28-days set. tightness prior to operation. access openings to grade located over the inlet and outlet.Covers PAGE: final grade.All covers and chimneys/risers shall be designed h shall be either 20-Inch diameter watertight aid insect-proof locking o� f i - accordance with section 5-III of this standard_ 2_Wall thickness shall be a minimum of three Inches unless the design 6. In cases when concrete tanks are Installed h groundwater,the cast Iron covers or thermoplastic covers at final grade.All covers t has been certified by a New York Licensed Professional Engineer as design professional shall submit buoyancy calculations to prove the shall be designed h accordance with section 5-111 of this staidard- Thee Cwt"J 00 dl<l�OS""E "'Id rial. t 1, ti aPPr ay complying �°� em gin h9 �:.r , ` �, ,�+ d, C,:; C Supply � �1�1�1, S �i ��I 1:� � �1 � halve� �� � 4. When a septic tank is owed to be installed h a driveway or I with all ate r Irements for thin wall construction_All weight of the tank(with or without anchor or the addition of ballast) perking area,the unit shall be designed and/or instalted to withstand walls,bottom and top shall contain reinforcing to resist on applied will be at least 15 times more than the weight of the water displaced- '/.When sampling manholes are approved to be installed h o SOP 100 r g( t ^ r t* �'Ih or other0v! found H5-20 or H-20 loading as designated by AASHTO. force of 300 pounds per square foot(psf)_ The buoyancy calculations shall be done using highest driveway or parking area,the manhole shall be designed to be j O r t' ` 1'� by I1" G _ ' I expected/recordcd groundwater elevation with the tank empty-Soil traffic bearing to meet the requirements of AA5HTO H-20 or ¢•A r r n o i" I r 5_Septic tanks shall be watertight and constructed of sound and 3.Pre-cast concrete sections shall be sealed with one(1)Inch butyl cover on top of the tanks)shall not be considered when determining HS-20 loading. to s a t I a 3 E wR O r y FORA Iii r I u 1 6 of 1 017--.1-- 4.....__. Q E D t"O O�19€S durable materials that are not subject to excessive corrosion or rubber joint sealant which conforms to A5TM 6-990. the amount of anchoring or ballast weight required_ DATE: /14/20 1 ��y" B.The outlet Invert elevation shall be a minimum of 0.1 foot OF 1 F 4.Septic tanks shall have (2)�. Single unit septic tanks SEPTIC,TANK INSTALLATION STANDARDS: below the Inlet Invert elevation cit sampling manholes and b_All tanks must be watertight_Two methods of ensuring tanks are shall be divided into two by a transverse wall_ The first distribution boxes. watertight shall be either vacuum testing or water pressure testing corrnpertment shalt have a liquid Volume of 50--15%of the rc-q&ed li uid 1. Install septic tanks according to manufacturer's recommendations while methods as follows: volume and total system capacity. conforming with these standard_All applicable recortmnendations 9.Sampling manholes shall have an Inside diameter of 2 feet or provided by the manufacturer shall be implemented. an inside arca of 2 foot by 2 foot_ § P 1 _$�� 7.Vacuum testing: Seal the empty tank and apply a vacuum to four(4) S.All sewer s shall trate the vertical sidewall of the tank and on All sewer trattons h the I manhole shall be ���r1� 1�f�Lf � ��, P.�., CI-11 1= P►Pc P� hches(loomm)of mercury. The tank is approved if 90%of vacuum is shall be sealed with grout or other means acceptable to the 2.The septic tank shall be hstolled at level In all directions (with a pipe pene same h9 0 ice of krva sten.°c ter f4 anage n20t held for two minutes_ Department such as watertight sealed flexible joint and the pipe maximum tolerance in any direction of +/one quarter Inch)on a minimum watertight_ gasket fastened to the pipe with stainless steel retractable clomp(s)_ 3-inch thick bed of properly leveled and compacted sand(free from rocks)or pea gravel. - --- - - ,� I I -____ NOTES � SPE:G I F I GATI ONS CARPENTRY -1 -1 ' _ Y ' _ I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BET'T'ER (Fb = 8.15) UNLESS INSULATION - ----------------------------------- - - --- TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 'I. � 1 IT I5 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT D ! _ ___________--------- ________ OTHERWISE NOTED. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK INSULATION FENESTRATION STR TION REQUIR M NTS A- 100 .0 GENERAL NOTES 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN FOIL TO BE PLACED TOWARD WARM SIDE. I 6' MIN. FOUNDATION EXPOSURE. -- - ___ - -.- - - - __ll________________________ - - -- - - - - STRUCTURAL DESIGN CHARTS 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATIONl I ) 0- a 000 NYSEGG 2020 1 Q Q d CD GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY COMPONENT i PROPERTIES COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (U 2"xb" CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ___ _ __ _ _- _ _ ___ __--_____, _____ __-_-.____-_____-._-___-__ __ ____ _ ____ -1- _____ _ __ __ W Tq 0, APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. FOUNDATION WATERPROOFING. - -- - --- - ---------- --- ___._--_.._ ____ ---_-- ---- -- - -- I As PER NYSEcc 202o - -- y DEMOLITION PLANS _ - Ti EXISTING BUILDING WALL R-VALUE 2X4 R-15 CAVITY INSULATION CHAP. 5 YES - -�-200 - -- I J �; N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. �� I - R503.1.1 EXCEPTION # 2 Q j Z ('0 l ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL FOUNDATION PLAN 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO OR 5TRIJGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOL O S: - - q" R-30 FOR FLAT CEILINGS __ _ 'I - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - 3.5" R-13 FOR 2'x4 WALL CONSTRUCTION NYSEGG 2020 402.1.3 AND - - - - --- M Uj J Lo �- 5.25" R-21 FOR 2 xb WALL CONSTRUCTION WINDOW U-FACTOR U-VALUE= 0.250 AIR TABLE5 402.1.1 AND 402.1.2 J FLOORS, ROOFS, AND WALLS. - YES O LEAKAGE 0.30 GFM/SF MAXIMUM U-FACTOR=0.35 AND AUTHORITIES HAVING JURISDICTION. - 5.25" R-21 FOR FLOORS '' I I --- -------�-------------------------------- -------.___-- ____-- J Z = O 6. DOUBLE ALL J015TS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, EL-OTR i k MAXIMUM AIR //�� J 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY k LEAKAGE=0.30 GFM/5F I'' J°` -500.0 I 1 FIRST FLOOR PLAN TO HAVE MIN. OF 3-I/2 SEARING - - - - --- - - 0 - - -- OF THE OWNER/BUILDER "I, ALL BEAMS, GIRDERS, ETC. ETO 2011 NERGY CONSERVATION GODEODE, NEPA '10 AND 2020 INTERNATIONAL i I ' SECOND FLOOR PLAN m I1- U.O.N. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM _ ____ _ _ __ __ _ ___ ________ ____ II AS PER NYSEGG 2020 I � O 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 2X8 R-4q INSULATION CHAP. 5 a EXISTING CEILING R-VALUE YES / � ~O SHALL BE CLARIFIED WITH THE AROHI'TEOVENCINEER BEFORE PROCEEDING 8503.1.1 EXCEPTION # 2 WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS GERTIFIGATE UPON I, 1 _ - Z r-I COMPLETION OF WORK. _ ___ _ _______ _______ __ __ - - - I--- ----- -- - - - - - --- -------- - --- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE -I ------------------ ------------------ ---------- AS PER NYSEGG 2020 ��-Qr� I PLUMBING RISER DIAGRAMS --.--- _ UNLE55 APPROVED BY(b. NO DEVIATIONS OR CTHE NARCH ITEGT/ENG STRUCTURAL SYSTEM SHALL BE MADE - GENERALLY, VERIFY OR PROVIDE HARD WIRED I EXISTING FLOOR R-VALUE III 8503.1.1 EXCEPTION # 2 YES I ~ P.T. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 'T2: 2X8 R-30 INSULATION CHAP. 5 -____- __ ------ 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE SMOKE DETECTORS w/ BATTERY BACK-UP IN: GAS RISER DIAGRAM Z 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE A-1. GENERALLY, 5HEATHING I5 OF 1/2" THIGKNE55 ON WALLS AND --- I I --- -------- _------- -__-_____ ___-__- _______I Q - -- - - DETAILS ` BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS A. EACH SLEEPING ROOM -- - --- ----- --- -__._ - - - -- -- 8. DRY WELLS AS REQUIRED BY 5TATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ,_------------- --- --- --- --- - -- - --- -- _ _:_ ___ L___-__ ___ - . -_--_-__ ----_ -_-_______-__--_ __---_ _. -_-__ ___ APPLICABLE. B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF - - - -- -- -- 11 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE T,4BLE R501 .7 II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THIGKNE55 AND OF GDX GRADE. THE BEDROOMS (GENERALLY THE HALLWAY) NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. I 10. OWNER/BUILDER ARE RE5PON515LE FOR ALL INSPECTIONS, APPROVALS, G. EVERY LEVEL OF DWELLING I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR ,� (BA5MENT, FIRST FLOOR, 8 SECOND FLOOR, ETC.) 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORT11-1-0, RA APPROVED EQUAL. STRUCTURAL MEMBER ALLOWABLE DEFLECTION AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT MECHANICAL, FUEL OAS: L,J - ' --- - -------- ' PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE I RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' OR055 BRACING AT J015T5, STUDS, AND RAFTERS WHEN SPANS NYS MECHANICAL CODE AND FUEL GAS CODE RESPONSIBLE FOR DESIGN INTENT ONLY. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I ~ EXCEED 5'-O" AND AT EVERY 5'-O". --- -_ - - - , - - -- - . -- ----- ---------- ----- ------------------- --- - I W MECHANICAL CONNECTIONS: 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. INTERIOR WALLS 4 PARTITIONS H/180 H 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE J A-2 I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED -- - - --- -- - ---- -- -- --- -- _ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WITH AN APPROVED EQUAL PRODUCT. • FLOORS d PLASTERED GEILINCS L/360 U J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL w RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 3. THE OADINANUFAC URI 5 SHALL MATCH EXAGTrLY OR EXCEED VALUES BY 1___-_-__ -- ---------__ --__ __ _- _. _ --__-____-__ �__ __ -___ _ _______ __ ____ __.._-_-__ NECESSARY. "SIMPSON" MANUFACTURER. Q BROOM GLEAN. ALL OTHER STRUCTURAL MEMBERS L/240 I 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA5E5 A-I INDIGAT'ED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL - ---- - - _----- ----- ---------- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES EXTERIOR WALLS Vy/ PLASTER OR STUCCO FINISH H/360 AND ORDINANCES. --- ----- f 1 15. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "51MP50N" ' EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES -- - - L/240 ,: � ,, / I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OFCENERALLYPARATE --- ___________._i OOR SHALLENEVE EXGEEDLA Ib JOIST SPAN. THIGKNE55 OF WALL ABOVE. SUB 5. MANINSTUFACTURER SPECLATION IFICATIONS OF THS SHALL E PRODUCT BEING YS BE CARRIED �STALLEDUT AS � -- - - - - -- THE SUB-GONTFZAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPINC SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ___ -_ - -- - _ - -- -_ . - -- -_- - . - . -. - -__- ,_ -- __ _--- _-_ ___-I' I"I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. "1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT _ - ___- -_--- -- -- __ __ -_ '� -- -- --- ARCHITEOT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 8. ALL CONNECTORS SPECIFIED ASA "51MPSON TOP MOUNTED BEAM HANGER ' AGAINST ALL CLAIMS,DAMAGES, LOEs5ES AND EXPENSES, INGLUDIN6 20. P.T. 5PEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER 11 ATTORNEYS FEES ARISING OUT OF OF: RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ONLY ALONG WITH 5PEGIFIOATION5 L15TEP ABOVE. i i STRUGTUR L DES I ON LOADS • THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER W COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I ___ _ _ __ _ __ __ ___ _ _ _________________ ____ METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO i INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, USE ;I LIVE LOADDEAD LOAD, ITSELF INGLUDIN6 THE LO55 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER - -_- -_- - ,_--_--_- I— „______--_--- _- --------- [-------.-_-___--------._ ------- _---_�___ MANUFACTURER SUCH AS: HANOER5, NAIL5, SCREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, EXTERIOR BALCONIES 60 psf 15 psf CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER: OR NOT IT 15 CAUSED IN PART BY A DECKS 40 psf I5 psf PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: _____ ___ A. TRUSS JOIST McMILLIAN I.qE MIGROLAM PA55ANGER VEHICLE GARAGES 50 sf AS PER PLAN B. GEORGIA PACIFIC 2.OE G-P LAM p 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING , -- ----- -_____---- _----------._._-_'I _____-- --- I 1 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PSL (PARALLEL STRAND LUMBER) DENOTES - - - -- 1 10 psf 15 p5f I 1 A. TRUSS JOIST McMILLIAN 2.0E PARALLAM ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PEGIFIOATION5, ALL TO BE INSTALLED AS PER MANU. SPEG.'s ___ APPLICABLE GORES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS -- -- - - p- - - psf-� 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN I- I I CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARCHITECT/E�IGINEER. II NOTES, AND TABLES ON PAGES A-I, A-2, 4 A-3. THE FASTENING SCHEDULE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf NEEDEb,Icl. THE �NLE55 OTHERWISE CTOR SHALL SPERESPONSIBLE FIED ALL DIME AND CONDIIN05 iiTIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING I ---_------ __- -_- - - ---- - -- - - - - -- - - SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING - - SLEEPING ROOMS � 30 psf 15 psf j M I SGELL�NEOUS FR,�M i NC C RAPH I GS I � SHEARWALL 5Y5TEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). I - - - - _ ---- --- --- - ----- - (THAT EXCEED FRAMING STANDARDS, IT 15 ,EO'D FOR FRAMER TO HAVE A PERTAINING ARE TO BE FIELD VERIFIED. 5GHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED i 20. CONTRACTOR TO REMOVE +� RELOCATE A5 REQUIRED ALL EXISTING WORK HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 11 STAIRS 40 psf 15 psf WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK I I I I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. AND ALL REUVANT PORTIONS OF THE RESIDENTIAL CODE) 23. COLUMN BEARING A5 FOLLOWS: j GUARDRAILS AND HANDRAILS 200 psf 15 psf I I I - - - - - - - - ___ - C-- - - -------- - - -21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, ISPECIFICATIONS,UNLESS NOTED OTHERWISE. TREATED WOOD 8 FLASHING. STEEL COLUMNS AFE TO BEAR UPON FOUND. i i�__________ INTERIOR STUD DETAIL WALL w/ STEEL SHIMS 6 A MIN. 3/4" OF NON-SHRINK GROUT ` i 22. PROVIDE FIREBLOGKINC A5 PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ROOF LOADING (LIVE = GROUND SNOW LOAD) � I 1 12 psf FOR ATTIC II l 1 20 psf 15 psf FOR CATH. I "j 666 666 1 EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIREDREINFORGING (® MIN. 16, I _ _ -__ -_ ___ - __ --_ -I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). 'BALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH I ' COPYRIGHT PROTECTION ACT OF IggO (AWOPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 6 ANCHOR BOLTS, ___-__-,- i I i �- - __ --- - - U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG GORES AND REFERENCE STANDARD: -- --- -- -_-, _-- - -. I -__-- __- -- ---------------- w/6" R15E 8 w/(2) 1/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS CLIMATIC AND SEOGRAPHIC DESIGN CRITERIA I I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 INTERNATIONAL SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-I THROUGH A-3. _,I . BUILDING GORE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2020 PROPERTY - - I GROUND SNOW LOAD �I 20 LBS MAINTENANCE CODE. PLUMBING _ __ 2. REFERENCE STANDARD USED FOR P; I. CONTRAOTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DW) III N EsUILDINOS BULLETIN 2006-005. i - WOOD FRAMING, AND CONNECTION TO 'FOUNDATION - 2012 WOOD FRAME --__-- LL WOOD FRAMING,CONNECTIONS OF I B S G D SPEED I- - 130 MPH III W CONSTRUCTION MANUAL BY AF b PA. SYSTEMS TO NYC, PLUMBING GORE AND NYG DEP REGULATIONS AND NYG i _" -_ _--- __ TOP PL�tTE EXPOSURE CATEGORY B II INTERSECTION DETAIL 2 1 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 INTERNATIONAL 2° PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ----------------,-..----------------�-..- -]i DE51ON CATEGORY B -11 U PLUMBING CODE. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION - --- -- AND AT BASE OF VERTICAL WASTE PIPES. WEATHERING SEVERE UPPER TOP PLATE LAPS -- `- 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 INTERNATIONAL oNrlwous LOWER H I MECHANICALCODE AND 2015 INTERNATIONAL FUEL GAS CODE. I TOP PLATE �_ I 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, FOOT. 1 FROST LINE DEPTH 3'-O" NFPA"10 AND 2020 INTERNATIONAL ENERGY CONSERVATION CODE. 5. GENERAL TRAP AND WA5TE SIZES A5 FOLLOWS,UNLE55 OTHERWISE NOTED: - -"- - -- - -- -- - - JAI; - �0?_1 > I - DISH WASHER........................................2 TERMITE ! MODERATE TOHEAVY -- --- w I i - KITCHEN SINK........................................2" - --- - -- -- -- ---- - w I - LAVATORY..............................................2" I ICE BARRIER REQUIRED YES GENERAL WIND PROTECTION CONNECTION NOTES: - SHOWER/TUB.........................................2 --- --- ---------- ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RE5IDENTIAL - TOILET........................................................3 ---------- --- CONSTRUCTION;55TP 10-qq AND 2015 5130 HIGH WIND EDITION WOOD FRAME - LAUNDRY ................................................2" A 1 A CONSTRUCTION - FLOOR DRAIN..........................................3 F� ---. 'f.. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, e77 " "' [`� '� '�ti p ��' . n n >•,:a ': ^3g :,sk:,$"', :x,• = 4. ''.' 'eq.•`:.-m•: . ' T^°'�'C;E�'.: s2 1v' ..,%'_'";'g'".5�;�.::i,r , �' •.��� •{,��� •�,i.^.. FLOORS STUDS AND ROOF FRAMING SHALL BE PROVIDED. 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 ' . ,. f11 �. «o ?!r • I°, k< �, ;10, i qi6;� ..p tl..'m° 'n,loley% ' to S �. � r, '��''& ; y�',' :;& .3, .J. i ? Im 2. APPROVED CONNECTORS ANCHORS AND OTHER FASTENING DEVICES NOT THROUGH ROOF. _ ". ," ,, " INCLUDED IN THE STANDARD BUILDING CODE SECTION 2306 OF IBC SHALL19". ., ", 3g � "` °` + .s`. '. '_? " 3'k _ �. •`.fi` .s", w'Y•e:a, ML_»7,:,,., �• e°n :.'"�' " i��� ` .`>r:'ij s PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN ff [ ."-1-1' ; . a. .. < . .", . _•.° a .< ,, .a , . s \� BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1 '* :': :�' _ ,_ ;.+. .+s>�, , r:x� ,,y �' w,� ,� ... = , <.',„ ;,, , fr DRAIN COCKS AS REQ D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW ,» :s:< ,- s,< : ,':, s _- ,%,• a?, :, , �,. .1<1 ;:�, e' ,;. , .,, '" I `t I J� NL./ S�R �� NL/ Y N1�®Y `l �j :I c' .>s- 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXPOSED } y w / /D O O R I I E A�E R R R SUBJECT TO SALT CORRO51ON IN COASTAL PROTECTION. r'" � ' � i l ;J t ,�: � '. •a.Wll: 0EI ` ERAL EXISTING TO 13E DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN TA Q 0 CARBON MONOXIDE LLI W ""14 5TL. WHEN APPLICABLE) Q Z C� NEW YJOOD FRAME (L.G. CO DETECTOR J N - - =1 NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. STL. 5M/00 MONOXIDE DETECTOR COMBO J W LA N1 BATTERY BACK-UP O Y = O WHEN APPLICABLE) J Z Q NEW FOUNDATION WALL ® FA G.F.M. EXHAUST F=. � J FAN w/ DAMPER LL, REPLACE D.H. REPLACE D.H. it O LO 2'51WX4TH A 25"111X4'1"H A REPLACE D.H. 8 DBL. Z - O. ❑ � G.F.M. EXHAUST -- Z O MIN. (2) 2"x4" STRUCTURAL Fl- FAN N $ LIGHT GOMBP EGRESS EGRESS 2'6'WX3'O"H POST 6 c POST FOR 4" .WALLS w/ DAMPER _ 1 (MIN. (2) 2"xb" STRUCTURAL 45 12 l0'-6 5-b" O 4 5 4 5 2 xb 15 4 5 POST FOR 6" WALLS), U.O.N. iv H r//^( _ ' L.AU DRY GM - - - � 7 O L. � � Z X ' 4 5 _ /MODIFIED i51 -- . - t BATHROOM #I Q //512x56 5LD =m FLOOR PLAN NOTES FLOOR PLAN NOTES tu o MODIFIED \ 4'-11 51-O" NEW 2) 2°X5" HD 2 z iv MASTER DOOR NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE BEDROOM #I 312x6$ O I. INSTALL NEW INTERIOR DOORS WHEN GALLED �? VENTILATION 15 NOT MET BY MEANS OF NATURAL 3n� - -_ _-_- - r _ I= d� OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR _- v �• 26xII i� 3 O q. 5 10 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED SPACES AS PER NYS MECH. CODE SECTION 403.5.2.3; r - H 5M/C0/I/ I 5 _,- OUT ON PLANS BY THERMATRU' (OR EQUAL). INSTALL AS PER MANU. SPECS p •d- i m SM/GO - NEW 2"xb" GJ z 3.DOOR TYPE TO SELECT - - �� �� I �-•� \ W 4.INSTALL AS PER MANU 5PEC.'s NEW EXHAUST FAN WITH LIGHT SHALL BE INSTALLED \ / w 1A WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL ® I6" O.G. 1 NEW ( ) 2"x95" HDR CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 212x6$ 5LDR I -- 4'-0"- STAIR 4 RAILING NOTE: SPACES AS PER NY5 MEGH. CODE SECTION 403.3.2.3; O2 INSTALL AS PER MANU. SPECS NEW 2"xb" FALSE R.R. 212x66 / d z Lu I. ALL NEW STAIRS SHALL HAVE MAX. T-3/4 RI \\ I 5 HALFB - 6 MIN. 10" Tr - RISERS SHALL BE CLOSED ® I6" O.C. 2. 42" HIGH GUARDRAIL # SPINDLE SPACING GAS METER: H I GM NEW TA Q = .J NOT To ALLOW PASSAGE OF A 4" 0 SPHERE; O EXIST. GAS METER REGULATOR ' GL. I 5 r Q I- 36" HIGH HANDRAIL d SPINDLE SPACING NOT LOCATION TO REMAIN f FL N �- TO ALLOW PASSAGE OF A •4" (P SPHERE s 4 5 NEW 5. GRIPPABLE RAIL AS PER CODE in STORAGE 212x6$ \ / 4 5 -- � WOOD FRAME STAIR: Ll 4'-0 m G g NEW STORAGE NEW STORAGE ® I. SEE NOTE ABOVE FOR STAIR. b RAILING INFO. uz cV 2.RAILINGS SHALL BE WOOD OR PVC, O DER 3 DBL. _ N 'i NEW (2)12'xi0" HDR NICHE NE 17RP. (2) 2"x O' HDR OUNTER - IN POST ` ::,.<:: G I IGHTIiG..�z s-LVL HEADER REFI REF. / I _ ,. / (2)Iq.S" LVL HBADER OSMOKE DETECTOR / GO DETECTOR NOTES: 4 5 I 561, GAS _ / /Y I \\ I � : g O EQ / NEW DINING \ o Q MODIFIED I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RANGE i SMOKE /CARBON MONOXIDE COMBINATION DETECTOR w NEW / / 1 ROOM \ o__.!t BATHROOM #2 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. KITCHEN / \ ar V N I-- 2.INSTALL ALL AS PER MANU. �iPEG.'s Q z= -- x b'-O' - - m w w \\ w .t Q -- - - - - -- -- - - -- -- - MODIFIED N gyp- \ m 4 5 E �_-- \ - -- - - - 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR p - p \ 1 __ _ MR IN COMPLIANCE WITH LOCAL GORE w < N - U 112 - V _ ►Q I I 4 5 �9 (� BEDROOM #2 W - z { 13 _ � O P -// = * \ H O z S'�" WINDOW NOTE: - ® /- I. ALL NEW WINDOWS d DOORS SHALL BE I/ z I.__/ --. --_-_--- I z I' v v -� - \ O 3 m ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG, 4 5 �/ O I ® Q 15 G v z Q u1 w / in �n w N i m 15 z OR GLIDING (AS NOTED); IN57-ALL A5 PER MANU. / iu / / dp �1 = SPEC.'S. FOR 5UB5TITUTION5, 5EE NOTE #q IN / / - N / w - -�.__- __�- a m EXIST. `.tutu "GLASS WINDOWS AND DOORS" ON PAGE A-100 F' / ---------- z HALLWAY ( 3 3 (V= 2.IF CASEMENT WINDOWS - ALL. G5MNT WNDWS �� m / F 0 • f J SHALL HAVE STRAIGHT ARM HINGE WHEN m _ / --- • m - SM/GO N ® j 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE m I3_O I I // ITRAY 4 5 / SM/GO 26x66 f 5 w TILT WASH �rq5" L HEADER 2 q.5 LFj]3ADER Q 2 4 5 j 1 4.ALL GLAZING WITHIN Ib" OF I=F TO BE TEMP. GL. 01 i, L EILING 1 3-xbi_ SL - .0 30 - I 5 a PANTRY'1j ST DBL. V 11 2 II - NEW EGRESS NOTE: 1 NEW � q.5" DRP. LV HDR. POST - U I - -NE - GL. J m IN COMPLIANCE WITH NEW YORK: STATE BUILDING - - � DO N - NEW DRP. - O I 4'-0" CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 77,77Rl _77171­7 (2) 2"x10) HSR I I - - EGRESS SHALL BE FOLLOWED: / NEW \ _- q_0\\ / PANTRY \ - N a m ry x I ---r 1--- NET --- II 3 NET CLEAR OPENINO........... 5.7 S.F. / ++ j NET CLEAR HEIGHT............... 24" MINIMUM 1 -� \ \ 2 X ® I_ • NEW 1 NEW W I 5 \ NET CLEAR WIDTH................. 20" MINIMUM 1 tL \ p ^_ \ \ -7 4 5 ' F � a �� S>M/Go BEDROOM #3 � rn \ 4 5 - ^�- \ dJ I GAS \ in x 0 I FIREPLACE N J WINDOW /DOOR FRAMING: I � V ; N OS SEE PAGE A-100 FOR FRAMING / I \\ x O C ELEMENTS AROUND DOORS AND / N ® 1 --- ---�-- /45 ----- --- WINDOWS (TYP. FOR ALL) U.O.N. ` X I x I �' F Lu 4 5 1 NEW LIVING 3 3'-II" - 3---6" - -= W NEW LAUNDRY ROOM: (L= 1 ® T O I. NEW WASH / DRY HOOK UP o i ® M ROOM Q w �N ' I \ �_ - NEW b zp 2.COORDINATE LAUND. ROOM ,L DOOR I EXIST. ~ I I \I I p I\ NEW I \ I -- EXIST. - 3.PROVIDE HIOOK UPS AS REQ'S PER D 1\FOYER UP III i �\ \ _ REPLACE GE E STORAGE -- - - - - -- - - I 5- - -- - - -- ---- - -- --- --- 4 5 \ 1 I \\ --- PROVIDE 0 CELLAR GM \\ -�}ae�v,Foo 2 II I \\ 20"STONE - DOOR - m DRYER EXHAUST NOTE: T HARTH j/ 4 5 :� L DUCT SHALL TERMINATE TO I°XTERIOR 1 I - \\ 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY I , OPENINGS - \\ j �- - - \ / ;n _ _ NEW STORAGE H 5.DUCT SIZE AS PER MANU. 11 1 m / z N I i Z 4.DUCT SHALL BE EQUIPPED N/A BAGKDRAFT DAMPER _ - 'I'-5" 15'-5�� w 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - ry CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ---------- CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM W FIX. SASH K NEW FIX. SASH K NEW FIX. SASH sToop RPL. D.H. D RPL. D.H. D '5"WXI'S"H 4 5 2'5"WXIS"H 4 5 2'5"WXI'5"H 4 5 - SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO -��•-oa� 2'5"WX4'3"H w ! EXCEED b FEET AND SHALL BE LISTED AND LABELED 4 S 2'5"WX4'3"H 4 5 IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID O, Q METAL W SMOOTH INTERIOR SURFACES WITH JOINTS �t 2 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - _ �in 5,-10,, DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL -�r SCREWS --- +i ®- - - -- -- --- - - - . - 'T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER � I I LOCATION TO THE WALL OR ROOF TERMINATION. THE z MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND S FEET OR G O BEND. THE MAX. LENGTH OF 'THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITIONDCT. 5,-10,,-, 7'-II" T'-II" 3'-10" 9 RL ,yi R` 5 PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN �, SCALE: I/4" = I'-O° SCALE: 1/4" = I'-O" ` � PROJECT: PO RTI LLO NOTE: _ _ - - - -- ------- RESIDENCE ALL DECKING SHALL BE FASTENED NAILASEE CEILING NUMBER OF w/ COATED DECKING SGREW5 BY 5/4"x REO'D NEW DECK AREA - SEE JOIST SIZE NAILS BLE FOR "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER NOTED ONOARDS S P.T. DECK JOISTS AS TAQUANTITY 2"xb" 55 CROWN LANE PLANS NOTED ON PLANS � �-' _-_---_- -_---_J_ .---___----- DECK BOARDS " Z 112"xb" I��b, IGD COMMON � CUTCHOGUE - MIN• NY 11935 4 THK. x b WIDE x MIN. I"xb" .••..•.•• --- _ -� WIDTH OF STAIR P. ,S•o � u 1 � GONG. PAD I"NOSING(TYP FASCIA $D. y • •••••••• �y RAISED 2"xIo" ••.••• ---- -- G.J. - .. NAILS ® EA. �'2"x12' ��-- R.R. �_ = _ - - - _ - - _ -__� DRAWING TITLE: 2"xb" P.T. BLOCK IN BETWEEN EA. II. 2"x BLOCKING a EA. -� �x 5TRINGER. FASTENED TO P. GONG. 10"MIN TRINGER TO MATCH 51ZE PAD w/ Iq/64" x 5-1/2" CONCRETE I OF P.T. DECK JOISTS (5) bd NAILS FLOOR PLAN SGII BY "GALIBURN" (OR EQUAL) TOENAILED FROM DETAILS R.R. TO PLATE - MIN. (3) SCREWS PER BLOCK u,"' FASTEN STRINGER � TO BLOCKING (MIN. 6 (2) Ibd NAILS FROM PLATE TO GRADE HERS) LATE a 12" O.G. 8 (2) Ibd fQ GRADE ' NAILS FROM PLATE TO STUD -(4p11N) 2"x12 P.T. 5TRINGER5 ® Ib" O.G. (MIN. 5 PAGE: STRINGERS a EA. STAIRWAY) EX7E I Oil MOOD 57A I R DETA 1 L COLLAR T 1 E DETAIL A-300mu A-300. SCALE: 5/4" = P-O" A-500. SCALE: 5/4" = P-O" DATE: 09/10/20 4 OF 6 TRUSS PLACAPJ)ING RPOI -P-0 0-1) - I`TOTES 4 5FE:G I F I GAT I ONS CARPENTRY � � ' IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLESS INSULATION -- TOGETHER AT ALL TIMES. IT I5 AL50 THE GONTF ACTOR'S RESPONSIBILITY ro READ ALL NOTES, OTHERWI5E NOTED. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED F:ETAIN, S I QI m WATErS R SOF ST ALLGATIS. I AND 5 FAMILIARIZED WITH THE PLANS PRIOR TO WORK FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. INSULATION i$ FENESTRATION REOU I REMENTS PURSUANT 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE 50RATCH GOAT. MAINTAIN FOIL TO BE PLACED TOWARD WARM SIDE, a OO GENERAL NOTES PORSUAf`T TO CHAPTER 236 a" MIN. FOUNDATION EXI=O5URE. - STRUCTURAL DESIGN CHARTS OF THE TM%C DE. 2. PROVIDE 2" R-10 R15ID FOAM INSULATION FOR EXTERIOR FOUNDATION .2020 Q O 00 e0O-I GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY COMPONENT PROPERTIES COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. FOUNDATION WATERPROOFING. - --- - - W m O 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. „ AS PER NYSEGG 2020 W W � 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: EXISTING BUILDING WALL R-VALUE 2X4 R-15 CAVITY INSULATION CHAP. 5 YES A-200 DEMOLITION PLANS -� J >:� N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TING EQUAL. - q" R-30 FOR FLAT CEILINGS 8503.1.1 EXCEPTION # 2 5TRUGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS FOUNDATION PLAN Q Z ('� 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - 3,5" R-13 FOR 2"x4" WALL CON5TRUGTION NYSEGG 2020 402.1.3 AND U-VALUE= 0.250 AIR TABLES 402.1.1 AND 402.1.2 ~J W IA FLOORS, ROOFS, AND WALLS. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WINDOW U-FACTOR LEAKAGE 0.30 FM/SF MAXIMUM U-FACTOR=0.35 YES O Ycr AND AUTHORITIES HAVING JURISDICTION. - 5.25" R-21 FOR FLOORS --- O MAXIMUM AIR 'J =)4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ELECTRICALLEAKAGE=030 CFM/5F: A®500 FIRST FLOOR PLAN _j < U.O.N. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM . OF THE OWNER/BUILDER TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 INTERNATIONAL AS PER NYSEGG 2020 SECOND FLOOR PLAN Ix 4- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING ENERGY CONSERVATION CODE. O EXISTING CEILING R-VALUE 2X8 R-41 INSULATION CHAP. 5 YES (L t- SHALL BE CLARIFIED WITH THE ARGHITEOT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 8503.1.1 EXCEPTION # 2 > O WITH THE WORK. COMPLETION OF WORK. --- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE A5 PER NYSEGG 2020 A®�'Q0 PLUMBING RISER DIAGRAMS � UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. P.T. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 2X8 R-30 INSULATION CHAP. 5 - GENERALLY, VERIFY OR PROVIDE HARD WIRED EXISTING FLOOR R-VALUE 8503.1.1 EXCEPTION # 2 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE SMOKE DETECTORS w/ BATTERY BACK-UP IN: YES GAS RISER DIAGRAM Q 1 BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS A. EACH SLEEPING ROOM DETAILS 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ---- --- __-- APPLICABLE. B. OUTSIDE OF EACH SEPARATE SLEEPING L AREA IN THE IMMEDIATE VICINITY OF q. DO NOT SCALE DRAWINGS, WRITTE4d DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. THE BEDROOMS (GENERALLY THE HALLWAY) TABLE R501.7 " ID. OWNER/BUILDER ARE RESPONSIBLE= FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. CERTIFICATES, CERT, OF OCCUPANCYIBL OR COMPLETIONLINSPE AND U.L. APPROVAL G. EVERY LEVEL OF DWELLING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS >� � �111� �� �r.wr� � $ 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR PI_>j M 81 I N (BASMENT, FIRST FLOOR, � SECOND FLOOR, ETC.) -L(atz��d_:�p -%.--t- I I1. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. &I,' 'LER I<`IG Vt,lE r ° AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN MECHANICAL, FUEL GAS: STRUCTURAL MEMBER ALLOWABLE DEFLECTION _ / �iv c�T i e�i1T1".f3 I_I���3 t':!"��t r /' W PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDLOCK IGE SEAMS OF EXTERIOR SHEAOR STUD HALLS AT HALF R SIGHTS AND AT - TE ItdG Ei=F01'�L COV!_RiPsG ?S' ?I�, .- 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 I I`- aI i;-' .l-„l 5?_ s r c 12. THE ARCHITECT 15 NOT RETAINED FOR 5LJPF-RV15ION OF THE WORK AND 15 NY5 MECHANICAL CODE AND FUEL GAS CODE r rr7 n I `'(�j si"' RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS W/ NO FINISHED CEILING ATTACHED TO RAFTERS 7�;,-1���. c��:,� TMJ � �fi i- ; EXCEED 8'-O" AND AT EVERY 8'-O" , 1r f ^ IN,'.°^r- T-i;i `'_. MECHANICAL CONNECTIONS: _ ,. _ ; - t f lFICAT�ON " " ,.�. I_ : Lu 13. THE CONTRACTOR SHALL OBTAIN OERTIFIGATE OF OCCUPANCY. INTERIOR WALLS 8 PARTITIONS H/180 fill ;�'/�Ti:J'^I �''"'`� '�"I T'L� 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE AD CONTENT BEFORE A_2 I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED r A-1,1`'`." -'- V 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WITH AN APPROVED EQUAL PRODUCT. `SATE OF OCCUPAN I�C`� `�`} ~� _ -� TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL FLOORS d PLASTERED CEILINGS L/3b0 "r ' .;.. IiC)i,)(,,, _ F��'i�''.A , i�'�'.-,m.\i () ,J RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY "SIMPSON" MANUFACTURER. -yr IE1 1 USED I IAIATER 3, It'J 7ULA'(IC N NECESSARY. ALL OTHER STRUCTURAL MEMBERS L/240 "1;!_i °­ '''`"' MI r ` Q BROOM GLEAN. 3. ALL LOADING GAPAGITIE5 SHALL MATCH EXACTLY OR EXCEED VALUES ' ;. , ' ;1L CEJ' r,­ BROOM Irl. �YSTFM c„1N.r,Of. F;Ia "tom:.` 17 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL - ' rl s�. 15. THE CONTRACTOR SHALL CARRY {NORKMAN 5 COMPENSATION AND GENERAL THROUGH A-3 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 1.'.`,C.•: _:_,:. �I OF 1% LEAD. CO'ti TE „r�': (I.�J, , "" 11, .•«_ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" ALL ', ! „ „�I_ (Uid AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED F. r- - ��� �� rtiq+r -N' EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 F::O+JIR4�4r NT" O(= I E C✓D'E"S OF N NF IA' THE CONTRACTOR SHOULD FULLY SUARANTEE HIS WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER YORIK' STATE. t,O I RFS,rOIdSIQL,E FOR THE 51.0-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. D'ESICN OR CONS I RUCTION ERRORS. �� COMPLETION OF PROJECT. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 (;(Vj�fpL�WITH ALL CODES OF �''., Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLEDL --_ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON TOP MOUNTED BEAM HANGER NEW YORK STATE & TOWN CODES AGAINST ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER /� AS REOUIRED.�r4% CO"r�'3► I 1S OF ATTORNEYS FEES ARISING OUT 5, OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. STRUGTUR�AL DESIGN LO>aADS THE WORK PROVIDED THAT ANY 5UC14 CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER A COPPER NNO, DIFFIN WHICH SHALL CONTAIN E COPPER r \\\ IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SOUTHOI TO�NN ._ INJURY IB OR DESTRUCTION IN TAY, SICKNESS, PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, USE LI\/E LOAD DEAD LOAD SOUTHOLDT IN PLANNING BOARD CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER _ ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, 50REN5,FLASHING, ANCHOR BOLTS, SOUTH - TXIN TRUSTEES WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, EXTERIOR BALCONIES 60 psf 15 psf CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. ---- EMPLOYED BY ANY OF THEM, OR AN"ONE FOR NH05E ACTS ANY OF THEM MAY N.Y. .DEC BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: DECKS 40 psf 15 psf �", �` �R�°QLI'tES! PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN I.qE MIGROLAM i_11 j�e�Ff'r[ ``ly I8. ALL MATERIALS, ASSEMBLIES, ANI7 METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.OE G-P LAM PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES ,E ' s,~',!° 3�`I R OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS JOIST McMILLIAN 2.OE PARALLAM ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf A' @`^� `-' `'IAF. " "- TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.5 e! r;_F r^j ___ ~-'tU �+ APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf �' ,, I :.'. E � { [- AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE K°' AUTHORIZATION OF THE ARGHITEGT/E'.NGINEER. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, �- 00 �11,,Y!f" NOTES, AND TABLES ON PAGE5 A-I, A-2, b A-3. THE FA5TENING SCHEDULE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING NEEDED, UNLESS OTHE"15E SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPEC-MIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING MISGELL,4NEOU5 I-RAMINO ORAi�HIG5 5LEEPING ROOMS 30 psf 15 psf 1 PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPER�7E IN CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM (INSTALL AS f''>=R APPLICABLE DETAILS 4 MANU. SPEG.'s). (THAT EXCEED FRA.t.�ING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOJND./FLOOR PLANS. STAIRS 40 psf 15 psf WORKING KNOWLEDGE C�`- THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK WHICH INTERFERES WITH NEW CONSTR'JUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN SEARING AS FOLLOWS: GUARDRAILS AND HANDRAILS 200 psf 15 psf AND ALL �L.`VANT PORTIONS OP THE RESIDENTIAL CODE) 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANU'FACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FO!1P,.).:^IALL W END GRAIN, SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD d FLASHING. STEEL COLUMNS Ani. TO BEAR UPON FOUND. WALL W STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT TERIOR STUD DET/�IL 22. PROVIDE FIBEBLOGKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf I2 psf FOR ATTIC EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEVI FOUND. WALLS). FOR ANY P IS psf FOR CATH. 23. PLEASE NOTE THAT THESE PLANE') ARE PROTECTED AGAINST ANY P05TINO ® G.M.U. WALL SEE PLAN FOR REGUIRED REINFORCING (® MIN. IV' UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH COPYRIGHT PROTECTION ACT OF IggO (AWOPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE . ASCE 7-ID (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.,V4" BENT PLATE 8" LONG CODES AND REFERENCE STANDARD: w/6" RISE 8 w/(2) s/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEG5 CLIMATIC AND GEOGRAPHIC DE51ON CRITERIA 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 INTERNATIONAL SET 6' DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PA5E5 A-1 THROUGH A-3. __ � 4z;q BUILDING GORE, 2015 INTERNATIONAL RESIDENTIAL CODE,AND 2020 PROPERTY GROUND SNOW LOAD 20 LBS k;;�o MAINTENANCE CODE. PLUMBING I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC, WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME BASIC WIND SPEED 130 MPH Z BUILDINGS BULLETIN 2008-005. TOP N=LATE w CONSTRUCTION MANUAL BY AF 6 PA. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXPOSURE CATEGORY B INTERSEGTION DETAIL 2 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 INTERNATIONAL PLUMBING GORE. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION SEISMIC DESIGN CATEGORY B V - _ UPPER TOP PLATE LAPS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 INTERNATIONAL AND AT BASE OF VERTICAL WASTE PIPES. NTINJOUS LOVER Lij MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS GORE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER WEATHERING SEVERE TOP PLATE Q 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, FOOT. FR05T LINE DEPTH 3'-0" o NFPA 70 AND 2020 INTERNATIONAL ENERGY CONSERVATION CODE. 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS,UNLE55 OTHERWI5E NOTED: - P15H WA5HER.........................................2" TERMITE MODERATE TO HEAVY w - KITCHEN SINK........................................2" - LAVATORY...............................................2" GENERAL WIND PROTECTION CONNECTION NOTES: - SHOWER/TUB..........................................2'I . __J_L____ -_ I ICE BARRIER REQUIRED YES r ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL - TOILET................................<.......................5" CONSTRUCTION;55TD 10-qq AND 2015 SBC HIGH WIND EDITION WOOD FRAME - LAUNDRY .................................................2" CONSTRUCTION - FLOOR DRAIN..........................................3" 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, z,. .':,;y'. ,..>"':r 'a`'' .,; r:r: .: *::. •=e% .•-' a '" �`� M �A FLOORS STUDS AND ROOF FRAMING SHALL BE PROVIDED. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" jI 11 ,.., _. igi",' ;. '&; ',.-A^ « Nj,I?; v> ',t.}, ?',^ s ,. :. r, ] � ; 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT THROUGH ROOF. :a �y, ,:. :: W - �% : : ? % t STANDARD BUILDING GORE SECTION 2306 OF IBC SHALL " "` �' ° " , "" ''`° k' e e INCLUDED IN THE STAN 4..2. . (, x,a'� ": .,, t}, ? w73 v- a OF HOSE BIBS WITH EASILY AGGESSIBLE DRAIN # ,, ..",r.: ... r>.-5, °, :: _6 ,. , w"*:.' ;'�� a}' - ) , BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 7. PROVIDE FROST PRO Qr, ,,. .+.,+'- .,., ,.;,?>-':' fz;"..,,.,.., k ,;hl. .."<r. ° .r t"; :, A, A CONNECTORS SCREWS BOLTS AND NAILS EXPOSED DRAIN COCKS AS REC�'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW `_; , =,,y,a, #• ,.` �4 -,w „ . : OE I ` DR'AL I I " 150L <ENr : : _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR CL 0000 SM w/ BATTERY BACK-UP EXISTING TO REMAIN Q O M TA O CARBON MONOXIDE NEW WOOD FRAME (L.G. CO DETECTOR W LU '�-f O W W d' STL. WHEN APPLICABLE) HARD W HIRED SMOKE AND CARBON .1 WOOD FRAME (L.O. 5TL. SM/GO MONOXIDE DETECTOR COMBO J N w/ BATTERY BACK-UP Q � Z NEW PARTIAL HEIGHT 0 Lo WHEN APPLICABLE) 0 J W 50 G.F.M. EXHAUST O 6 J Z O NEW WALL ALL FAN w/ DAMPER J Z 50 G.F.M. EXHAUST FOUNDA71ON FLAN N07ES O W ® MIN. (2) 2"x4" STRUCTURAL FL FAN 8 LIGHT GOMBP POST FOR 4" WALLS w/ DAMPER 0. Ln (MIN. (2) 2"x6" STRUCTURAL N POST FOR b" WALI U.O.N. FOR WOOD 5T,41 R5 © C 'SDE: p o OI 4" TH< P. GONG. FAD 8" WIDE x REQ'D LENGTH UPON F=. 6" O RAVEL UNDER 2"x 12" P.T. STAIR STRI NOERS Z Q MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) W U W ~ U = J U J Q REMOVE 8 REPLACE REMOVE & REPLACE REMOVE g REPLACE REMOVE ,a ATGH WINDOW TO MATCH WINDOW TO MATCH WINDOW TOM — — — — — — — — — — — — N EXISTING EXISTINGEX15T1 G - - — — — — — _ - - - - REMOVE --- --- ---- I I -- I .�;• I I '`••'f: I :":� ——— � - �` PORTION OF WALL I REMOVE NI 1= WALLS (TY :2"X( ffP.) I / I� I DOOR REMOVE P.T. D.%J O.G. I EXIST. � I I� I v EXIST. REMOVE I KITCHEN �� I m I ." CRAWL I I � I WINDREMOVE I II I I 1 I - I I SPACE I cV Ll I III WALL5 (TYP.) iIII I w '• I f 2 EXIST. DINING I REMOVE e I r� J G �— `.: I I I •'.,• I J ROOM REPLACE ALL I EXIST. BATHROOM GL. I I I I • I ... I ',;. I--- FIXTURES-- - -- ---- -- EXIST. L---J REMOVE WINDOW REMOVE 8 REPLAGE ALL BATHROOM BATHROOM FIXTURESI X/ I EXIST. " -�, REMOVE I I REMOVE 3 REPLACE _ BLOCK DBL. I ?•' — PORTION OF u.� �I I ___� I( 11 \ / O I ':. I�,�_ I r--- c F r -- 1 1 I L----1 / REMOVE & REPLAG_ - I POST ON. TO WALL WINDOW TO MATCH — — — — — — — — — — REMOVE I I EXIST. /X\ III WINDOW TO MATCH III %O� — �I III I WINDOW _ _ _ 51RDER�_ „ p EXISTING — —d1— EXISTING III l i r� I M1 •.'.v•.•c .. I O \\ BATHROOM / \ II III \ �/ I/%- \ I I I REMOVE II N W (2) II We)" DRP. GIRD R L I f 'F ULI _ / I I • _/ _ J WALLS (TYPJ - to -___� / \ L---1--- ----- L----� -------- ---- - 1r EXIST. I II ! III I II / j REMOVE REMOVE I 1 I II / III REMOVE WINDOW SWIi7EN REMOVE N III I WINDOW REMOVE ff REPLACE WAL 5S(TYP.) If 1 r OPENING FOR REMOVE BTREPLACE ----� I -- -J u- PORTION OF nl; WINDOW TOXMATGH I u REMOVE I WINRDGOW EXIST. WINDOW .O MATCH II WALL I E ISTING II DOORS 8 / I� BA67MENT EXISTING I III II /1 REMOVE EXIST. REMOVE DOOR i� I II I HALLWAY I IALLS (TYP.) / - II II RELO U III I I // \� I I DOORS g N I I I UNHEATED I III I I i I WALLS I II Ij q p UNFINISHED u li I �I URNA E 0REMOVE REMOVE 8 r J I I N REMOVE 4 REPLACE WINDOW REPLACEtu WINDOW TO MATCH� III 1 STAIRS EXIST. I I x I EXIST. III III DOWN I I I I EXISTING \I III EXIST. LIVING III -- -- -� �� _ �� I BEDROOM _ ___ REMOVE I III REMOVE _ E I II I ROOM PORTION OF Nle REMOVE 8 REPLACE r 0 I DOORS 8 I Z 11 WALL 1 I WINDOW TO MATCH +i * I WALLS (TYPJ u�\ I EXISTING I II REMOVE 8 REMOVE DOOR REMOVE 8 N I I REPLACE 8 WALL E III - I EXIST. �� II II REMOVE DOOR I DOOR --1 I GL. /7 II II REMOVE I BLOCK DBL. 0 DOOR -I P05T ON. TO F- ( U RfT-�\ ff WALL _ --c c__ I /// 111 WINDOW ffWiREN I - -�I - GIRDER- /REPLAr I / R-� 4 OPEN'NG FOR r I I - I I I ------- I I I REMOVE _ I V LARGER - - - N W (2) I I i/8" DRP. 51RD1*R II \ DOORS & 1 Lu WINDOW I 1- II \ I - -- ---- ' - -- -I r -I I I I \(NALL5 (TYP.)- ---------------- REMOVE & REPLACEWINDOW TO MATCH ------------ EXIST. WALL = — — — — — — I II WIN')OA J PORTION OF EXISTING 1 IRE DOW I— — GL. u� I - - - - - - - - -III - - REMOVE WALL N i i i III _ REMOVE ff � EXIST. I I EXIST. ':•. 4�iR EPLACE STORAGE I I WADS E GL. '. dqaED A&C,STAIRS - ® x REMOVE d REPLACE III WINDOW I L� ttl ( µ F� m `� I (7� r p�iQ WINDOW TO MA7r.HEXIST N6 II - t- II �� III IN EXIST. Hill II Q s' BEDROOM u�W ! EXIST BILGO EXIST. - a~-- I I ENTRANCE N rr ti HALL.WAY _ c c REMOVE DOOR �: s; . I A� UP IST. WALL I �•0 N�`v� REMOVE PORTION OF I \\ WALL I L— — 1 ry l i I .� - - - - - - - - - - - - - - - -- - - - - I PROJECT: �____� II 1- - - - - - - - - - - - - - - - - - - - - - - - - -j _ - ---- PORTILLO _-- - J-7- RESIDENCE REMOVE 8 REPLACE REMOVE B REPLACE REMOVE 8 REPLACE WINDOW TO MATCH WINDOW TO MATCH WINDOW TO MATCH EXISTING EXISTING EXISTING 55 CROWN LANE FIRST FLOOR DEMOLITION PLAN SEGO1�D FLOOR DEMOLITION PLAN i CRFOSED FOUNC)AT1 Oil FLAN CUTCHOGUE, NY 11935 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DRAWING TITLE: DEMOLITION PLANS FOUNDATION PLAN PAGE: a DATE: 06/10/20 2 OF 4 _ EXISTING TO BE DEMOLISHEDO HARD WIRED SMOKE DETECTOR a 0 O 5M w/ BATTERY BACK-UP Q O e1 EXISTING TO REMAIN Q CARBON MONOXIDE W UJ wt U1H I O NEW WOOD FRAME (L.G. GO DETECTOR W J STL. WHEN APPLICABLE) - Z CI O HARD WD > Lo IRESMOKE AND CARBON Q SM/CO MONOXIDE DETECTOR COMBO rvq NEW PARTIAL HE'.IGHT WOOD FRAME (L.G. STL. w/ BATTERY BACK-UP O I O WHEN ADPL I GAB;_E) J Z Q NEW FOUNDATION WALL 50 G.F.M. EXHAUST F- cr J FAN w/ DAMPER O LL 0- Ill- Lo ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST �L FAN $ LIGHT GOMBP POST FOR. 4 WP LLS w/ DAMPER (MIN. (2) 2"x6" 5TRUCTURAL O R POST FOR 6" WALLS), U.O.N. Z Q REPLACE D.H. REPLACE D.H. << 2'5"WX4T'H 2'S"WX4T'H REPLACE D.H. DBL. z FLOOR PLAN NOTES FLOOR PLAN NOTES EGREss EGREss 2'b°Wx3'o"H POST b -+ O DOOR NOTE: O OAS METER: 4 5 4 5 2Qxb$ I = - 5 4 5 NEW I. INSTALL NEW INTERIOR DOORS YVHEN GALLED 8 EXIST. GAS METER REGULATOR OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). LOCATION TO REMAIN NEW 7 O AU DRY ! 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 4 5 BATHROOM #1 Rug d OUT ON PLANS BY 'THERMATRU' (OR EQUAL). in Q 5Qxb� SLDR 3.DOOR TYPE TO SELECT ?m _ 4.INSTALL AS PER MANU SPEC.'s Oq LLI EXIST. MEGH. ROOM: Q ~ ct I. RELOCATE EXIST. FURNACE d GAS WATER ® ® NEW(2) 2"x8" HD 2 HEATER TO THI5 LOCATION z cOV - 3-O �� I 5 F- STAIR 4 RAILING NOTE: 2.INSTALL AS PER MANU. SPEG.'s �� O I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 3.F.A.I. THROUGH WALL V b MIN. 10" Tr - RISERS SHALL BE CLOSED 4.FLUE THROUGH WALL 3 f 3Qxb� 5. DISCONNECT, REROUTE, $ RECONNECT • = 3 Oi 4 5 Oi W 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGING - - NEW DEN 1 5M/GO cv = J NOT TO ALLOW PASSAGE OF A 4" <P SPHERE; EQUIPMENT TO EXISTING PIPING AS REQ'D r • V 36" HIGH HANDRAIL d SPINDLE 5PAGING NOT TYPICAL MEGHANIGAL ROOM NOTES: I 5 TO ALLOW PASSAGE OFA 4" 9 SPHERE SM/COI NEW STORAGE NEW STORAGE = ye NEW 2"x8' F SE R.R. NEW 2'x8' GJ z 3. GRIPPABLE RAIL AS PER GORE I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY cl ® 1 O.G. _ ® Ib" O.G. " E VERIFIED THAT 2Qxba SLDR NEW O 2"x8" HDR DUROGK (OR EQUAL) - 2. WHEN EXIST., MECH. EQUIP. SHALL B cy OSMOKE DETECTOR / GO DETECTOR NOTES: IT CONFORMS TO NYS MECH. AND FUEL GAS CODE 2Qx6a 3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 3. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FRESH AIR INTAKE FROM EXTERIOR HAL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL NEW = NEW 15 Q w y m `9 Q`t 2.INSTALL ALL AS PER MANU. SPE:C.'s EMERGENCY SHUT OFF SWITCH STORAGE CL. I 5 r I- 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5. FOR GAS SE=RVICE, PROVIDE GAS SHUT OFF SWITCH ' - a tYn � MODIFIED --- - --- - - - - - - :. IN COMPLIANCE WITH LOCAL GCDE b. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER x 4 5 ;p 7 BATHROOM #2 Oi w CLEARANCES AS PER CODE =m 2Qx6$ w 4'-O" 2'-O" 4'-O" 5'-2' N OWINDOW NOTE: - z 4 I. ALL NEW WINDOWw S a DOORS SHALL BE = O a` _ Q O ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG, z OO O O NEW (2) 2"x10" HDR NICHE s 3 NEW DRP. (2) 2"x10" HDR DOST m I 5 I 5 U w Q OR GLIDING (AS NOTED); INSTALL AS PER MANU. 5PEC.'5. FOR SUBSTITUTIONS, SEE NOTE #q IN REF. Q _ O O OF _ 3 "GLASS WINDOWS AND DOORS" ON PAGE A-100 ttl MODIFIED 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 ,�36" RANGE,--EQ-� R cV EXIST. _ BEDROOM #2 ry SHALL HAVE STRAIGHT ARM HINGE WHEN 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE Lu NEW im HALLWAY 3 m5M/00 D • TILT WASH 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. x KITCHEN in = `fl 4 5 SM/GO `� 2¢xb� - I 5 �w 4 5 v in4 5 � '_ " � w 3Qxb& SL m m 8 0 -; �r D EGRESS NOTE: X o N = v NEW DINING x 2 m ,� =- -NEW IN COMPLIANCE WITH NEW YORK STATE BUILDING N Q N m ry _� ROOM c`�v noyyN NQ : -9 GL• m CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF dJ - N ® 4-0' EGRESS SHALL BE FOLLOWED: m m _ - =. NET CLEAR OFENINO........... 5.7 S.F. ' X cV w �- NET CLEAR HEIGHT............... 24" MINIMUM = r O 3 NET CLEAR WIDTH................. 20" MINIMUM 4 5 w w N I 5 • 4 5 z WINDOW/ DOOR FRAMING: SM/GO U ' _ m 5 SEE PAGE A-100 FOR FRAMING O m x N ELEMENTS AROUND DOORS AND = 0 N= � W 147 NE_1INDOWS (TYP. FOR ALL) U.O.N. �n � _ NEW LAUNDRY ROOM: I 5 q PANTRY DBL. NEW (2) q.5" DRP. LVL HDR. DBL. z 0 N X O 1. NEW WASH /DRY HOOK UP _ POST _ _ _ _ POST 3'-II" w 2.COORDINATE LAUND. ROOM 6 DOOR 0 O m�t NEW NEW DRP. DOWN DIM.'s w/SIZE OF EQUIP. (2) 2"x10" HDR 3.PROVIDE HOOK UPS AS REGIS PER �?= 4 5 MANU. $ - - - - - - - - - - - - - - - - 2 � I 5 DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR NEW EXIST. m 2'-O" 13'-O" 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY FIREPLACE OAS z cV b STORAGE OPENINGS 3.DUCT 51ZE AS PER MANU. - NEW 5TORA6E 4.DUCT SHALL EE EQUIPPED w/A. BAGKDRAFT DAMPER _ 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN m I - PROVIDE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO = d �' - �j 20"5TONE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 4 5 0 NEW LIVING HARTH SHALL BE LIMITED TO SINGLE L.ENGTH5, NOT TO ROOM EXCEED 8 FEET AND SHALL BE. LISTED AND LABELED IN ACCORDANCE WITH UL 2155A. EXIST. ® w b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID FOYER c X METAL w/SMOOTH INTERIOR SURFACES WITH JOINTeNEI. w REPLACE RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST UP _ BILGO U DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2 O CELLAR SCREWS m 4 5 DOOR •7. MAX. LENGTH SHALL NOT EXCEE=D 25 FT FROM DRYER - z tt LOCATION TO THE WALL OR ROOF TERMINATION. THE Q Q MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 w FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0" BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES z r NOT INCLUDE THE TRANSITION DUCT. 3 3 ry w NEW EXHAUST FAN SHALL BE INSTALLED WHERE RPL. D.H. RPL. D.H. OVENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 2'S"WX4'3"H 4 5 2'S"WX4'3"H 4 5 SPACES AS PER NY5 MECH. CODE'_ SECTION 403.3.2.3; INSTALL AS PER MANU. SPECS RE ARcy O M p O r,� Pr ;.A � Q Q i� FROi='OSE1� F I i�5T FLOOR PLAN FR0P05EF.,> SEGOND FLOOR FLAN d� 50ALE: 1/4" = P-O" SCALE: 1/4" = I'-O" �? -4 y� FirN- PROJECT: PORTILLO NOTE: MAILABLE NUMBER OF RESIDENCE NG ALL DECKING SHALL BE FASTENED NEW CEILI DECK AREA - SEE JOIST SIZE MAILS W COATED DECKING SCREWS BY 5/4"x REQ'D BOARDS AS TABLE FOR "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER 2"xb" NOTED ON P.T. DECK JOISTS AS QUANTITY 5/4"x6" P.T. PLANS NOTED ON PLANS . Y �-� 55 CROWN LANE 4g Is° 2"xb" (8) IbD COMMON CUTCHOGUE NY 11935 4" THK. x 8" WIDE x DECK BOARDS MIN._ - _ WIDTH OF STAIR P. MIN. I"xb" , \ GONG. PAD i'NOSING(1YP) " ° " FASCIA BD.I -- bd RAISED 2"x1o" - - - - - - - - - - NAILS ® EA. - _ G.J. - l_ - 2"x12" R.R. � of -' DRAWING TITLE: 2"x6" P.T. BLOCK IN BETWEEN EA, i1° 2'x BLOCKING ® EA. FLOOR PLAN STRINGER. FASTENED TO P. GONG. lio"MIN TRINGER TO MATCH SIZE PAD W Iq/64" x 3-1/2" CONCRETE OF P.T. DECK JOISTS TOENAILED FROM SCREWS BY CALIBURN (OR EQUAL) DETAILS R.R. TO PLATE - MIN. (3) SCREWS PER BLOCK FASTEN STRINGER zm 07 TO BLOCKING (MIN. b (2) Ibd MAILS FROM PLATE TO _ GRADEFjANERS) NAILS FROM PLATE A GRADE TO(STUD ' I¢ \:2"xI2" P.T. 57RINGER5 PAGE: e" ® Ib" O.G. (MIN. 3 STRINGERS ® EA. STAIRWAY) A-300 r EX7ER I OR NOOD 57A I R DETAIL rfC.,OLLAR T 1 E DE7A I L. „ _ A-300 SCALE: 5/4 I -O 50ALE: 5/4" = P-O" - DATE: 06/10/20 3 OF 4 (L 0000 Q 0 TA UJ r+ 0 w J 4 JZN Q 0 J W Lo O Y = p J Z W a. Lf) ti Z 0 /�4" FRESH AIR VENT J I L THROUGH ROOF I ILL Z I I I I I I I I MC)DIFIED BATHROOM I MODIFIED BATHROOM L1J r--��--- I Nom D ALL PLUMBING WORK NOTE: I- 0 1 1 1 w SHALL CONFORM TO U ALL PLUMBING $ REFL. I 1 1 1 O �Pl-• LOCAL PLUMBING CODE FUEL OAS WORK LJJ 1 I LAV. O SHALL CONFORM F- LL LAV. 1 I I IL IL TO LOCAL U PROVIDE 'ABESGO FP200 FR z 1 12" REPL.1 I EXPANDIN6 FOAM" (OR EQUAL) p . I REFL. p PLUMBING GODS d V _J I I z K' 1 WG. z FUEL OAS v I WG.I I AT ALL PENETRATIONS IN FIRE O vI I 3Q4 NEW v EGEND w NEW I RATED WALLS AND v - X _ v I �S nJB CONNECT TO w Q N 1 FLOORS/GEILING5. PRODUCT N N� I vl I TUB W - 1= cV 1 m EXIST. ATER ------ ASTM E 84, AND UL 14"iq HOT WATER N PIPING PENETRATIONS: I I CONFORMS TO ASTM 814, 1� �I jN SUPPLY 5'5TEM SUPPLY I. PROVIDE "ABE5G0 FP200 FIR .. II I _ .-----• •-« 1 1\ -------- -- EXPANDIN6 FOAM" (OR EQUAL) 2' I --� -------------- -------------- GOLD WATER AT ALL PENETRATIONS AT WALLS �.._..-..� b., x _�..-..-.,�.._.._.._.._.._....�._.._.. _.._..-..-..-. _.._..-. -..� SUPPLY _ AND FLOOR5/GEILIN65. NEW MODIFIED MODIFIED NEA NEW MODIFIED BATHROOM MODIFIED j 2.PRODUCT CONFORMS TO ASTM E �. HALF BATH BATHROOM LAUNDRY NOTE: 814, ASTM E 84, AND UL 14-Tl KITCHEN ALL.PLUMBING WORK HALF BATH KITCHEN LAUNDRY 1 PROVIDE "ABESGO FP200 FR NEW _ _--r- - _ CL. SHALL CONFORM TO I EXPANDIN6 FOAM" (OR EQUAL) EXIST. NEW LAV. -r- _ I j_ 1 LOCAL PLUMBING GODS GL I I AT ALL PENETRATIONS IN FIRE p NEW LAV.-_ --_i I I I 1 a I RATED WALLS AND 6A5 VENT OUTLET „ I I I I O NEW I 1 CONFFLOORMS ITO ASTM E 814,PRODUCT KODHEND NEW T. (1) 6A5 METER LAV. __-r_- - 2 I 2 I 1 REPL. GLEAN OUT NEw NEW I 13 LAUNDRY E 2 NEW I I I REPL LL Q4 LAV. 1�. : LAv. SPL I A5TM E 54 AND UL 14-11 „ ISINK AS READ E I SINK EXIST. I I II IIL2 WG. W.G.I EXIST. F.A.I. TO I REPL. I REGULATOR I I N �W�I NFL 1 1 1 NEW 3" REMAIN I I WC. XI I I Q4 WG. K I I I 0. FLOOR �L. U: IT v V. I v: I 3: 44 v vl I I .� 1 tZ EXIST. 2" 2" 2" ISHOWER I REPL. DRAIN w/ cVl �_ �I �* Q: �= V1 I REPL. (V' �* 21 :V I REPL. FIREPLACE 3 I NEW 6A5 ° GUT OFF VALVE I I WA_�HER TRAP �� 1Q m I ry I N NI I= SHOWER m �I I_� REPL. c\V �N I RANGE REPL. z I I— I— I I WASHER — I— I I DRYER G.O. ----=--- ---= ---��-------------- — — — ------ _.._.._.._.. y._.._. _.._.._.._.._.._.._.._. TO GA5 C.0. III MAIN CONNECT TO EX15T.HOUSE 1 I TRAP EXIST. WATER �----------------------------� EXIST. HOUSE SUPPLY SYSTEM CONNECT TO MAIN DRAIN 1 �.._.._.._. _. _. _. _. _. _. _. _. _. _. _. _. -.. EXIST. 6A5 LEI G.O. � I I SUPPLY z z 11 I w N Q I � 1 x TO SEPTIC U Ad 1 TO STREET SYSTEM IrWATER MAIN v + O Li RELOG. —'> FURN. FLUME3I NO RISER - DRAIN / NASTE / VENT FLUME I NO RISER - SUFFLY OAS RISER - SUFFLY Z SCALE: NTS SCALE: NT5 SCALE: NTS 0 U W Q W SECURE HANDRAIL TO WALL ON AT �FiED ARC LEAST ONE SIDE OF STAIR IN _ MIN. 4" BETWEEN EDGES OF � M. P SPECIFIED;ON S ANDHEADER 5 NOT PROJECTINO MOP�EG.'s; LL �(STYLEOTO 9�LEGT)S�ROPITCHED TAL J HANGER THAN Aye" INTO STAIRWAY; Z SEE HANDRAIL GRIP SIZES ADJACENT BY 'SIMPSON' OR EO SECOND LEVEL SIMPSON H2.5A RAFTER €opt' ,- - - -- - - — - - — — \ — — — — — — — — — -- -- TIE (OR EQUAL) �w m \ DECK BOARDS 'N �7 yO� IY2" MIN. SPACE BETWEEN \ OF N��~ 5/4" PANE ISE WALL AND HANDRAIL R � \ 5/4" PINE TREAD STANDARDS FOR GRIPPABLE HAND RAIL I I FLOOR SYSTEM \ SCALE: NTS x (2) 1/2"cD HOT DIPPED GALV. BOLTS ® NEW 5TL. GAP PL. AS NOTED PROJECT: 10" &l< - p CFOSS SECTION A. POST W OVER51ZEP WASHERS $ WELDED TO COL.;SEE MIN.' r< d)z HANDRAIL P.T. F.J. AS -. \ p CLEARANCE CIRCULAR NON-CIRCULAR PER PLAN ivz END NUT PRE50RED INTO BEAM, POST, GAP PL. DETAILS NEW WODD BEAM AS DECK TIE 4 RIM 5OARP A55EMBELY NOTED ON PLAN PO RTI LLO " ROUNDED N051 w - w/Y4" RADIUS z 4'-6Y4' NEW 3-I/2' O.D. SGH. 40 HOT RESIDENCE (NOT INCLUDED IN �'�" vw-2. PERI- 2Y4" i _- -. iv- P.T. BEAM AS NOTED TREAD DIMENSION) O MIN. pE {Z MAX. SOLID BLOCK ® 12" O.G. BASE PLATE 'A' WELDED DIP GALV. 5TL. COL. (ASTM (2) 51MP50N DJT14Z TO COL.; SEE BASE PL. A123) AS PER FOUND. PLAN W DECK JOIST TIE ® EA. (1) 1/2"0 H.D. GALV. THRU BOLT w/ DETAILS FOR BOLTING BY SIMS STEEL (OR EQUAL) POST OVERSIZED WASHER 4 END NUT / - 55 CROWN LANE NSUxI2" P.T. STRINGERS 0 SIMC,0 ABASE JOIST TIE GRADE BEAM FLUSH w/ NEW 4" POURED GONG. v P BO D TO Pc05T$ DECK IS XI2 DEEP P. GONG. w/R-21 31 2 CATION, IF UNDERSIDE rn ® COLUMN BASE PERIMETER GRADE SEAM SLAB CUTCHOGUE, NY 11935 15 FACING 5TORAGE'/NON-HABITAL SPACE - �N 4x4 P.T. P057 GRADE Y211 GYP. BD. 8"O 'SONOTUBE' FILLED I I P; DRAWING TITLE: 50LID w/ P. GONG. °U n a �a� ., o PLUMBING RISER DIAGRAMS D II a GAS RISER DIAGRAM \ II z • a T TREATED 2"x12" SILL - a . �I�• FOR CONTACT w/GONG. °— (IF APPLICABLE) 12"x12"x8" FTG. j1 m (1) #5 BENT FIRST LEVEL REBAR Ib" O.G. PAGE: tv 100 0 INTERIOR V400D STAIR DETAIL 2 D�G�G SUFFORT DETAIL STEEL COLUMN DETAIL 4 -400 A-400 „ _ ?�-400 SCALE: 1/2" = I'-0" SCALE: 3/4 - I -O SCALE: 5/4" = 1'-0" DATE: 06/10/20 4 OF 4