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HomeMy WebLinkAbout46325-Z �g�FFQLL���r Town of Southold 3/4/2023 P.O.Box 1179 o _ -�.4 53095 Main Rd y it Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 888 Date: 3/4/2023 THIS CERTIFIES that the building FIRE REPAIR Location of Property: 2125 Petes Hill Rd., Orient SCTM#: 473889 Sec/Block/Lot: 17.-4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/12/2021 pursuant to which Building Permit No. 46325 dated 6/1/2021 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: fire repair alterations to existing single family dwelling as applied for. The certificate is issued to Gemmel Charlotte M Liv Tr&Or. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 463&5 5/4/2022 PLUMBERS CERTIFICATION DATED A o 'ze Si nature r� TOWN OF SOUTHOLD °�g1)FFQiK�o - Gy23 p BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46325 Date: 6/1/2021 Permission is hereby granted to: Gemmel Charlotte M Liv Tr PO BOX 166 Orient, NY 11957 To: Construct repair alterations to fire damaged, single family dwelling as applied for. At premises located at: 2125 Petes Hill Rd., Orient SCTM # 473889 Sec/Block/Lot# 17.4-19 Pursuant to application dated 5/12/2021 and approved by the Building Inspector. To expire on 12/1/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,048.00 CO-ALTERATION TO DWELLING $50.00 Total: $1,098.00 "��A Building Inspector OF SOUryDI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 ��ly� N �� sean.devlinCaD-town.southold.ny.us MUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gemmel Charlotte M Liv Trt Address: 2125 Petes Hill Rd city:Orient st: NY zip: 11957 Building Permit#: 46325 Section: 17 Block: 4 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BG Electric License No: 42967ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY .Service 1 ph Floor Heat 2 Duplec Recpt 26 Ceiling Fixtures 3 Bath Exhaust Fan 5 Service 3 ph Hot Water 30A GFCI Recpt 11 Wall Fixtures 6 Smoke Detectors 4. Main Panel A/C Condenser Single Recpt Recessed Fixtures 67 CO2 Detectors Sub Panel A/C Blower Range Recpt gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 5 Dryer Recpt gas Emergency Fixtures Time Clocks Disconnect 2 Switches 66 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Mini Fridge, Oven, DW, Micro, Hood, Central Vac, W/D, Elevator w/ 30A & 20A Fused Disconnect Notes: Whole House Fire Renovation Inspector Signature: Date: May 4, 2022 S. Devlin-Cert Electrical Compliance Form IV/ I� AF � S v��yolo, Town Hall Annex a i3UILUIMb U&I. elephone(631)765-1802 54375 Main Road 70WN0FS()l►-I�-1(11l Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-09590. OUN BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION Date: Building Permit No. Owner: CA480,r1TC &MM L (Please print) Plumber: A s[o �1+ + �l uanM�ll,- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plunib& Signature) Sworn to before me this day of 2023 Ic em JENNA CRISTINO Notary Public-State of New York No.01 CR6326550 Qualified in Suffolk County Notary Public, U County. My Commission Expires June 22,2023 i pf SO(/l�o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ FOUNDATION 1 ST [ GH PLBG. [ OUNDATION 2ND INSULATION/CAULKING FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]� PRE C/O REMARKS: l All OV *A0 ©F- 60"Xg� e ?trIvArvl DATE INSPECTOR i"lx�& pF 50bTHp�o Li 2,42-5 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O `uA � REMARKS: I�h ae DATE �� NSPECTOR c OOvfSOUTyo -:TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]:. ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING , FINAL [ ] =FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS;° l �rC co���,t o� Efe -- rdu- Ci SM�Ca de�'c� old T DATE 3 /Sr INSPECTOR OF SOGTyO lei # TOWN OF SOUTHOLD BUILDING DEPT. coutart '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ° ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]° FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE'C/O REMARKS: C k1l >wm M r 3wC cm o &MA 2 rC �Gry`o-,�or /h fie _ G�c r DATE -7 6-11A. INSPECTOR w OF SOUTyOIo * # TOWN OF SOUTHOLD BUILDING- DEPT. cou765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ];FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � �Jvc,) DATE INSPECTOR �� SOUTyOlo - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONACAV- 11, [ ] PRE C/O [ ] RENTAL REMARKS: i ON ovim A-1v DATE 41ni INSPECTOR 1 ALLaWAVS loop- 4 Umaw". 66MI-Ways At Your Sevva?ice" March 16, 2022 Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 Re: Gemmel Residence 2125 Petes Hill Road Orient,NY 11957 Permit#46325 To Whom It May Concern: Please be advised that the Roped Hydraulic Residential Elevator equipment provided and installed by All-Ways Elevator, Inc. was installed in accordance with ASME/ANSI A17.1 Safety Code for Elevators. The elevator was inspected and tested in accordance with this code on December 20,2021 by Jason Dalvano—NAESA Certified QEI—Certification#C-5086. This letter is being provided not withstanding any building or general construction items which are not code compliant that may or may not have been approved by the Building Department or Fire Marshal and are outside the scope of Elevator Work. Sincerely, Jason Dalvano QEI Inspector All-Ways Elevator, Inc. ��10e%q- Corporate: 5 Davids Drive, Hauppauge, New York 11788 ......-` Branch: 62-26 Myrtle Avenue, Suite 103, Glendale, New York 11385 A P: 631-563-1240 P: 718-628-1240 F: 631-563-1246 FIELD INSPECTION REPORT I DATE COMMENTS un ioLLt FOUNDATION(1ST) H ------------------------------------ A O FOUNDATION (2ND) h.�n z Q � � o f � �� Kick dk ROUGH FRAMING& t� PLUMBING f� H 1 111174 CWAV4 r INSULATION PER N.Y. H STATE ENERGY CODE Itclw Cc�`�'c�,k FINAL 4. 0,14 Al- fi ,wQ Gll1 cau�(1� re &W a'► At AfAff Jhn .S� p,✓fi ADDITION C MMENTS mmimm wr Auti 'r .tu��✓w.(I ( a. a 1( QC2 Ne low GS e �0 -)tJe H O z x H x d b H c o�0,%3fFotK��a TOWN OF SOUTHOLD—BUILDING DEPARTMENT ?= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hups://www.southoldtowm.gov 1� '1• Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 7 i PERMIT NO. rF' � Building Inspector: - MAY ) 2 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an r�f -. ;,,;-�•,�F Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Charlotte M Gemmel Living Trust&Sanders Maureen Living Trust SCTM#1000-017.00-04.00-019.000 Project Address:2125 Petes Hill Road, Orient, NY 11957 Phone#: UD,— Mailing ,_Mailing Address:PO Box 166, Orient, NY 1.1957" CONTACT PERSON: Name:Chris Wahl - Wahl Design & Build Corp_ Mailing Address: 10 Country Oaks Drive, Kings Park, NY 11754 Phone#: 631-252-6624 " TEmail:Wahldesig nandbuild@gmaii.com DESIGN PROFESSIONAL INFORMATION: Name:Alessio Petrella. ProHome Designs, LLC Mailing Address: 1050„W Jericho Tpke",Suite A, Smithtown, NY 11787 Phone#:(631).522-4777 Email:Alessio@pr ohomedesignsllc.com CONTRACTOR INFORMATION: Name:Wahl Design & Build Corp._ Mailing Address: 10 Country Oaks Drive, Kings Park, NY 11754 Phone#:631-252-6624 Email:Wa"hldesignandbuild@gmaii.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration RRepair ❑Demolition Estimated Cost of Project: ❑Other $ .Dolo a.m Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Sln le Family DWellin Intended use of property:Sin le-Famil DWellin Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _ �� this property? Dyes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B pp y(print name): C oel s i-DIDkiee2 WA"1- BAuthorized Agent Downer l>o1 q1 - torsi trN Anf o �u(LO.-� Signature of Applicant: Date: /rj Z STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Chris Wahl - Wahl Design & Build Corp being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in'this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this p day of / ,20.? / ✓`" Notary Public LINDA J. CLARK O'SHEA PROPERTY OWNER AUTHORIZATION Notary Public, State of New York N o.01 C L4614753 (Where the applicant is not the owner) Qualified in Suffolk Co my ab / Commission Expires I, a lresiding at PO BOX 166 Orient, NY 11957 do hereby authorize Chris Wahl - Wahl Design & Build Corp to apply on my behalf to the Town of Southold Building Department for approval as described herein. C Lsl hf-- H CI—J-- H 11111 Owner's Signature /Datk V"r-,� Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Charlotte M Gemmel Living Trust&Sanders Maureen Living Trust PO Box 166 I, � � 4,Nw..q 11 Sar esiding at (Print property owner's name) (Mailing Address) Orient, NY 11 957do hereby authorize Chris Wahl (Agent) Wahl Design and Build to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) Girl L e, VA Gl (Print Owner'stame) BUILDING DEPARTMENT-Electrical t9 r' ` ' at y� TOWN OF SOUTHOLD N z ' Town Hall Annex- 54375 Main Road% P Bc�x11 2021 Southold, New York 11971-0959 'yjj®1 �ao�y Telephone (631) 765-1802 - FAX (631) 765-9T502�` r roaerrCc�southoldtownny.gov seand�southol6tntnir�ny. o�r ... _.. ,._. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date.: C9 2QZ1 Company Name: G f u-CTQ-�C- Name: License No.: email: Phone No: —ijZZ`s ❑I request an email copy of Certificate of Compliance Address.: - JOB SITE INFORMATION (All Information Required) Name: Address: 2125 Qe-T-,c-,b t4ii,-L- Q-D. �� 5 Cross Street: Ikkw f , Phone No.: 2ti -TD _ 9 Bldg.Permit#: 4C0S25 email: A, M- l��1�_Canf► Tax Map District: 1000 Section: Block: q Lot: IC( BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: AYES ❑NOough In [:]FinalDo you need a Temp Certificate?: ❑YES10 Issued On Temp Information: (AII information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame Opole Work done on Service? ❑Y ❑N Additional]hf ormation: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx 5 d ' � fFOj BUILDING DEPARTMENT-Electrical;ln s �4 ,y� TOWN OF SOUTHOLD Town Hall Annex - 54375.Main Road P , Bu011 2021 a5T Southold, New York 11971-0959, Telephone (631) 765-1802"- FAX (631) 765-9502 rogerr@southoldtownny.gov seand a[7southoltwrn ' gf' APPLICATION FOR ELECTRICAL INSPECTION L ELECTRICIAN INFORMATION (All Information Required) Date: CQ 2Q2_ Company Name: (_: f.L:ECvbc_ Name: Q l G11 ,a2 License No.: 42-910-7_M email: E>G-ELkCTbC_J Phone No: q4) 3D, -=4225 . 01 request an email copy of Certificate of Compliance Address.: 3 'Ft"vtiE_w D2.. b� JOB SITE INFORMATION (All Information Required) r Name: Address: 2-t25 Pe3--f-3 FkILk .ZDe.z- Cross Street: N, kw f p, Phone No.: CS\ "�-p - 19 1 Bldg.Permit#: L1( sZS email: Tax Map District: 1000 Section: t Block: Lot: Ic( BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: YES ❑NOough In ❑Final Do you need a Temp Certificate?: ❑YES10 Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service 0 Service Reconnect ❑ Underground ❑Overhead # Underground Laterals 01 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx � �1' Sd PERMIT# Add es Switches C� Outlets • Gf I's - � Surface 1�t 1 Sconces f a 11-F1" I f t�v I " UC Lts ar 7." S� 51 Fans Fre HW x• Exhaust Oven W/D 4 14 SmokesIf DW Mini �� �O I 1 Carbon Micro I Generator Combo 1` Cooktop Transfer AC AH Hood ( t Service Amps Have Used Special: n, \ Comments v �- c o r J ,�•- C e f ve� BUILDING DEPARTMENT-Electrica It E, Ics tA TOWN OF SOUTHOLD , Town Hall Annex - 54375 Main Road P B(Ad 1 T% 2021 Southdld, New York 11971-0959 t5 Telephone (631) 765-1802"- FAX (631) 765-9502\ seand(�southol6i i .'b rogerr@southoldtownny.gov RQ_V' T01 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Cq 2Q2.1 Company Name: G U-cf-V Q-A C- Name: License No.: email: �6c-ELFZ(-Tbc-i 2J hi Phone No:LqI-� Su t —.tj7- �-5 01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: ci"Au-�= 6-owapi Address: 2125 pr, A k C)e'LELr-, N q i 9,_ q Cross Street: A-kw f �, Phone No.: 6.s --I-cq - q 19 Bldg.Permit#: L U S'2- email:S C-14AaM&-V--MMEL- 'VV --CE)M Tax Map District: 1000 Section: :T Block: LA Lot: IR BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: 21YES F]NOough In OFinal Do you need a Temp Certificate?: E]YES AO #Issued On Temp Information: (All information required) Service Size F-11 Ph F-13 Ph Size: A # Meters Old Meter# ❑New Service F] Service Reconnect El ondergroundF-1 Overhead 1# Underground Laterals [:]l 02 [-]H Frame [-]Pole Work done on Service? Ely 0 NJ Additional Information: PAYMENT DUE WITH APPLICATION 0- Electrical Inspection Form 2020.xlsx PERMIT# Add res : Switches Outlets GFI's Surface Sconces H H's ovD4 I I� UC Lts ar J IS Fans lige r I HW Exhaust Oven WID""'Z4,, ( ,� Smokes t t( 4� DW Minin/� Carbon Micro I Generator Combo 1� Cooktop Transfer AC AH Hood I I Service Amps Have Used Special: Comments Aq, C (,(1 :Z> WAH1MAY 1 2 2021 Tz"17-7 T N G y Wr DESIGN AND BT-TUAD CORP. DESIGN ♦ BUILD 4P MANAGE 10 Country Oaks Dr Kings Park NY 11754 (631) 252-6624 wahldesignandbuild@gmail.com www.WahIDesignandBuild.com COMPANY: Town of Southold RE: Fire Repair Damage 2125 Petes Hill Road STREETADDRESS: 54375 Main Road Orient, NY 11957 PO Box 1179 Southold, NY 11971 Attention; Mr. Michael J. Verity, Chief May 10, 2021 Building Inspector Good Afternoon Michael. Please find the attached Building Permit submission package for the above referenced property for the fire repair work. Please call or email me with any additional questions. Thanks, Chris ` 7N :. ! Go- 11i. ly • r., '' •4 We ••��,-d r:���r ti.S,•.• t.X •t �''_ •� %S.'• •ic - "r- .;�.�b'=�"•�'�•i���- Y 06 • •�+ - _. ` � 4 '�. `1���.,..� .c •r\,�+\",y�l}_h,, r .ky,J'-•,'•2.,,•� -pr• 'w`s"• . •{ ,h �� .. i t r � '"Vf{ ` �•�.6.,•�.�Y r''�• �, �'•}•{� 1't~�*y'4T1R•• �'1��1i '� :,�• -. •i�K•_' - • ••-,''r. - ' '`'f y' s' .I k` �^ may �+ r '' ,.. - •, • .. •y ��'7' Y������� !�YY�' r"\'�405 . t , _ •, . :_' .} ��_ .. ' - ;- ' • -.�= �`• 'may f'`••'�!`}:'f ..;'' •�^J .- - . '1 a y^:S.l: •1i 5w} .' - •: 1 ..r(• • - .�- :i'fir*`q .� .nyf�i:� '�-•+.• d, �• =G,�LJ � r,� t. _ I . - '.e'.i-tiT •J s.' 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'd�Iyi- y'., '.rf`y '4 .��: �� c `yam• :,.Q s"?'t_z, f_' :' ";, 4 wj�,F.-X ; . . .<_.�r• @sem k� �+d sok �;�«' ; � �11 vo •= � JUL �?'�1�6c1� • MY141951 M61329 �" Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name CHRISTOPHER R WAHL I This Certifes fhaf thn Business Name bearer is duly licensed WAHL DESIGN AND 13UILD CORP by the County of suffolk License Number:H-58416 Rosalie Drago Issued: 04/20/2017 Commissioner Expires: 04/01/2023 WAHLDES-01 AMOSCA ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 4/28/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONAME _NTACT UNFCU Financial Services,LLC dba Industrial Coverage (acNNo,Ext>: (631)736-7500 NC,No:(631)736-7619 62 South Ocean Avenue E-MAIL Patchogue,NY 11772 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Merchants National Ins Co 12775 INSURED INSURER B:Merchants Mutual Ins Co 23329 Wahl Design and Build Corporation INSURERC: 10 Country Oaks Dr. INSURER 0: Kings Park,NY 11754 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBINSDDR POLICY NUMBER POLICY EFF POLIICMIDDNYYY) DY NYYYI EXP LIMITS LTRA X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE [X]OCCUR X CEP3000006 3/312021 3/3/2022 REM DAMAGE RENTED occurrence) $ 100,000 MED EXP(Any oneperson) $ 10'000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑jp& FILOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY EO accidEDtSINGLE LIMIT $ 1,000,000 ANY AUTO CAP1075695 4/28/2021 4/28/2022 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY Per accident $ X HIRED X NON-OWNED PR P. RZt)AMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER FJ(CLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is included as additional insured for General Liability if required by written contract In accordance with the terms and conditions of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Townof Southold, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Route h ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE _41 0_1 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD voRKCompensation workers' STATE CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured WAHL DESIGN AND BUILD CORP. 631-252-6624 10 COUNTRY OAKS DR. KINGS PARK, NY 11754 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 815266483 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 53095 Route 25 3b.Policy Number of Entity Listed in Box"l a" PO Box 1179 DBL548844 Southold, NY 11971 3c.Policy effective period 01/18/2021 to 01/17/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 4/28/2021 By wid hf (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111111111°°�!°°°°°1°1°°u�!�u1111°°�IIIIII NYSIF New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE r ^A^^A^ 815266483 WAHL DESIGN AND BUILD CORP. _ 10 COUNTRY OAKS DR. KINGS PARK NY 11754 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER WAHL DESIGN AND BUILD CORP. TOWN OF SOUTHOLD 10 COUNTRY OAKS DR. 53095 ROUTE 25 KINGS PARK NY 11754 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 22447 735-8 482175 04/01/2021 TO 04/01/2022 4/28/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2447 735-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:712448170 Generated by REScheck-Web Software Compliance Certificate Project Gemmel Residence - 2125 Petes Hill Road, Orient Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: A . . • . ff Compliance: 3s.i%a Better Than Code Maximum UA: 344 Your UA: 292 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cdnt. 0-Factor UA Ceiling: Flat Ceiling or Scissor Truss 1,164 38.0 0.0 0.030 35 Ceiling 1: Cathedral Ceiling 455 30.0 0.0 0.034 15 Wall:Wood Frame, 16"D.C. 1,733 21.0 3.0 0.048 83 Floor:All-Wood joist/Truss 2,435 30.0 0.0 0.033 80 Window:Wood Frame 100 0.300 30 SHGC: 0.30 Door:Glass Door(over 50%glazing) 162 0.300 49 SHGC: 0.30 Compliance Statement, The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck InspectionC e7list. l� Name-Title Signature Date O F \ R CO 0 Co. r F 095 AROF`S�i�n)Q�•�� Project Title: Gemmel Residence-2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req:ID 103.1, :Construction drawings and ;❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ;❑Not Observable ;building envelope.Thermal ; ;envelope represented on ;❑Not Applicable construction documents. i 103.1, ;Construction drawings and ', ;❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate ❑Does Not 403.7 j energycode compliance for i [PR3]1 ;light and mechanical systems. ; }❑Not Observable Systems serving multiple ;❑Not Applicable { :dwelling units must demonstrate i compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies :Requirement will be met. 403.7 !sized per ACCA Manual S based ; Btu/hr Btu/hr UDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ;❑Not Observable ; approved by the code official. ; Btu/hr ; Btu/hr ;❑Not Applicable i Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) J41Low Impact(Tier 3) Project Title: Gemmel Residence -2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies ;Requirement will be met. [F011]z protect exposed exterior insulation :❑Does Not ;and extends a minimum of 6 in. below ;❑Not Observable,: }grade. ;❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]2 installed. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gemmel Residence -2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: I Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ',Glazing U-factor(area-weighted U- U- :❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, ; 402.5 ;❑Not Observable ; [FR2]1 UNot Applicable 303.1.3 ;U-factors of fenestration products( ,❑Complies Requirement will be met. [FR4]1 ;are determined in accordance i❑Does Not with the NFRC testrocedure or I` i ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier . ;❑Complies Requirement will be met. [FR23]1 ?Installed per manufacturer's r M❑Does Not U instructions. .i❑Not Observable i. ❑Not Applicable 402.4.3 ';Fenestration that is not site built ; ;❑Complies ;Requirement will be met. [FR2011 :Is listed and labeled as meeting i S❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC r ❑Not Observable 400 that do not exceed code ; ❑Not Applicable limits. 402.4.5 . ;IC-rated recessed lighting fixtures ❑Complies I Requirement will be met. [FR16]2 'sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable 9leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;❑Complies ;Requirement will be met. [FR12]1 'Insulated>=R-8 where duct is j❑Does Not >>=3 inches in diameter and >= Q) R-6 where<3 inches.Supply and; " i❑Not Observable return ducts in other portions of ;[]Not Applicable ,the building insulated >= R-6 for p }diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with i i❑Does Not Joints/seams compliant with i Not Observable International Mechanical Code or '❑ International Residential Code, as!, {❑Not Applicable applicable. ; > 403.3.5 Building cavities are not used as ;❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ;❑Not Observable I a❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FRIT12 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to a-R- `3 ;❑Not Observable 11 :❑Not Applicable 403.4.1Protection of insulation on HVAC i❑Complies ;Requirement will be met. [FR2411 piping. S _ i❑Does Not f. ;❑Not Observable i❑Not Applicable 403.5.3 i Hot water pipes are insulated to R- R- ;❑Complies :Requirement will be met. [FR18]2 }aR-3. ❑Does Not ❑Not Observable i ;❑Not Applicable 403.6 ?Automatic or gravity dampers are; ❑Complies ;Requirement will be met. [FR19]2 ;installed on all,outdoor air ❑Does Not intakes and exhausts. ; ❑Not Observable . ,❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gemmel Residence- 2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gemmel Residence -2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 iAll installed Insulation is labeled ;❑Complies ;Requirement will be met. [IN13]2 ;or the installed R-values ❑Does Not \ ?provided. ❑Not Observable ; } ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- [:]Complies ;See the Envelope Assemblies 402.2.6 j❑ Wood ;❑ Wood ❑Does Not table for values. [IN1]1 E] Steel j❑ Steel ;❑Not Observable '❑Not Applicable ; 303.2, ;Floor insulation installed per ! ❑Complies ;Requirement will be met. 402.2.8 ;manufacturer's instructions and ( �=❑Does Not [IN2]1 in substantial contact with the } underside of the subfloor, or floor; ;❑Not Observable ; !framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous ;insulation is installed on the ; underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- C-lComplies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1h of the ;❑ Wood ❑ Wood '❑Does Not ;table for values. 402.2.6wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation :requirement applies(FR10). E] Steel ;❑ Steel ❑Not Applicable ; ; 303.2 ;Wall insulation is installed per 1 ;❑Complies Requirement will be met. [IN4]1 ;manufacturer's instructions. - []Does Not , 9 � ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Gemmel Residence - 2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, !Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope assemblies 402.2.11 ❑ Wood ;❑ Wood ;❑Does Not ;table for values, 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not [17I2]1 ;Blown insulation marked every f 300 ft-. ❑Not Observable ; ❑Not Applicable 402.2.3 }Vented attics with air permeable ;❑Complies ;Requirement will be met. (FI22]2 insulation include baffle adjacent UDoes Not Ito soffit and eave vents that i + extends over insulation. i ;❑Not Observable i j❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies ;Requirement will be met. [FI3]1 i insulation all-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3*3 1Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ;Requirement will be met. [FI27]1 ;determine air leakage with ft2 ftz '❑Does Not either: Rough-in test:Total ;leakage measured with a ;❑Not Observable 1 pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ; ;enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ;w.g. across the entire system I 'Including the manufacturer's air handler enclosure. ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or 1 ftz ; ft2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to ; ❑Not Applicable occur during Framing Inspection. I ` 403.3.2.1 ;Air handler leakage designated {❑Complies ;Requirement will be met. [FI24]1 ;by manufacturer at<=2%of 1 ❑Does Not :design air flow. ' ❑Not Observable I 113Not Applicable 403.1.1 i Programmable thermostats ❑Complies'❑ ;Requirement will be met. [FI9]2 .installed for control of primary I ,'' Does Not j heatingand coolingsystems and initiallset by manfacturer to i , ,❑Not Observable code specifications. I ;❑Not Applicable 403.1.2 ;Heat pump thermostat installed i j❑Complies !Requirement will be met. [FI10]2 ion heat pumps. j❑Does Not I❑Not Observable I 1❑Not Applicable 403.5.1 !Circulating service hot water #❑Complies I Requirement will be met. [FIJI]2 isystems have automatic or f E❑Does Not laccessible manual controls. tNot Observable ; f I ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gemmel Residence - 2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? CommentslAssumptions • & Req.11) 403.6.1 " ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 'fans not part of tested and listed " , ;[:]Does Not HVAC equipment meet efficacy and air flow limits per Table ,. -,❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ;❑Complies :Requirement will be met. [FI26]2 +through one-or two-pipe heating ; ❑Does Not systems have outdoor setback control to lower boiler water ,❑Not Observable ; #temperature based on outdoor ❑Not Applicable temperature, 403.5.1.1 ;Heated water circulation systems ;❑Complies ;Requirement will be met. [FI28]2have a circulation pump.The ❑Does Not j j system return pipe is a dedicated S!return pipe or a cold water supply;; '❑Not Observable pipe.Gravity and thermos- ,❑Not Applicable }syphon circulation systems are not present.Controls for circulating hot water system R pumps start the pump with signal r {for hot water demand within the j occupancy. Controls } automatically turn off the pump ,when water is in circulation loop = i is at set-point temperature and no demand for hot water exists. 403.5.1.2 'Electric heat trace systems ;' ❑Complies :Requirement will be met. [FI29]2 'comply with IEEE 515.1 or UL i E❑Does Not 515.Controls automatically J adjust the energy input to the }. ❑Not Observable heat tracing to maintain the ; ❑Not Applicable desired water temperature in the ? piping. 1. ; 403.5.2 !Demand recirculation water ; ❑Complies ;Requirement will be met. (F130]2 ;systems have controls that, i' '❑Does Not +manage operation of the pump ❑Not Observable and limit the temperature of the ;❑Not Applicable ,water entering the cold water piping to <=1049F. ' 403.5.4 IDrain water heat recovery units ; ❑Complies ;Requirement will be met. [F131]2 itested In accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat ; )[]Not Observable recovery units < 3 psi for ; ;❑Not Applicable individual units connected to one or two showers. Potable water- ,,side pressure loss of drain water heat recovery units< 2 psi for i. individual units connected to i a ;three or more showers. 404.1 ;90%or more of permanent r ;❑Complies ;Requirement will be met. (F16]1 Mixtures have high efficacy lamps.I '❑Does Not ❑Not Observable -.i❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ;❑Complies :Requirement will be met. [F123]3 'no continuous pilot light. i ?❑Does Not f !❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ' ❑Complies Requirement will be met. [F17]2 I ;❑Does Not f .;❑Not Observable ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gemmel Residence- 2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions, Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for J❑Complies ;Requirement will be met. [F[18]3 i mechanical and water heating ❑Does Not systems have been provided. 1❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gemmel Residence - 2125 Petes Hill Road, Orient Report date: 05/10/21 Data filename: Page 9 of 9 • 2018 IEC Energy Efficiency Certificate Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glast s . . o U:-Factor S,H6C' Window 0.30 0.30 Door 0.30 0.30 Heating . . Heating System: Cooling System• Water Heater: Name: Date• Comments J i NOV 2 5 2021 _ DLL EVfVTO TOWBUILDING UOLD m. Anuf. actur'ing- comp-a.ny, inc. P.O. BOX 749, 5191 STUMP ROAD, PLUMSTEADVILLE, PA 18949 PHONE# 215-766-3380, FAX# 215-766-3385, WEBS[TE: CUSTOMELEVATORINC.COM ROPED HYDRAULIC RESIDENTIAL ELEVATOR LAYOUT DRAWING SUBMITTAL CUSTOMER: ALL-WAYS ELEVATOR, INC. ADDRESS: 5 DAVIDS DRIVE HAUPPAUGE, NY 11788 PHONE#: 631-563-1240 FAX#: 631-563-1246 CONTACT: NICOLE ANGAI-GALINDO PROJECT NAME: GEMMEL RESIDENCE LOCATION: 2125 PETES HILL ROAD ORIENT, NY 11957 CUSTOMER P.O. &/OR REFERENCE#: 6954 DRAWN BY: JON CUNNANE �Q- ��ONY SOFT PRELIMINARY DATE: 08-04-2021 APPROVED BY: NICOLE ANGAI-GALINDO APPROVED DATE: 10-14-2021 RELEASED BY: JON CUNNANE opR�FESSIONP�� FINAL DATE: 10-26-2021 f l lbly REVISIONS FINAL REV. DATE DESCRIPTION: 1 08-31-21 MODEL WAS SIGNATURE, CEILING WAS C-8. 2 10-26-21 TRAVEL WAS 17'-8", HOISTWAY WAS 5'-9"(D) FINALS, JOB NAME: JC. GEMMEL RESIDENCE 3 10-26-21 CAB LIGHTING ADDED. DRAWING NUMBER: ALWY-22496 PAGE 1 OF 7 CONTRACT DATA CHARACTERISTICS: CAPACITY: 950 LBS. OPENINGS: 3 IN—LINE SPEED: 40 F.P.M. TOTAL TRAVEL: 17'-10" LANDINGS: 3 OPERATION: S.A.P.B. EQUIPMENT: MOTOR HORSEPOWER: 3 RPM: 1725 PLUNGER: 2 3/4" / .188 WALL PIECE(S): 1 F.L.A.: 14 L.R.A.: 56 CYLINDER: 4 1/2" / .237 WALL PIECE(S): 1 G.P.M.: 6.2 UP/DOWN OVERTRAVEL: 3" / 5" WORKING PSI: 676 HOIST CABLES: (2) 3/8" DIA. — 6 x 19 RELIEF PSI: 845 GUIDE RAILS: 8 LBS./FT. OIL LINE: 3/4" NOM. SCH. 80 (1.05 O.D., .154 WALL) CAR SAFETY: TYPE "A" OIL REQUIRED: 35 GALS. TYPE: AW68 BUFFERS: RUBBER PIPE RUPTURE VALVE: 3/4" HOISTWAY DOOR LOCKS: E.M.I. CAR CAM: N/A ELECTRICAL: CAR WEIGHTS: MAIN POWER: 220-1-60 HZ — 30 AMP SLING: 210 LBS. MISC.: 90 LBS. LIGHT POWER: 110-1-60 HZ — 15 AMP CAB: 529 LBS. PLUNGER: 70 LBS. SIGNAL VOLTAGE: 24 VDC EMPTY CAR: 829 LBS. EMERGENCY POWER: 110 VAC U.P.S. CAB DESCRIPTION: SIGNAL FIXTURES: B-1 -2 CAB MODEL: PREMIER CAR STATION: FINISH: LIGHT OX. BRASS WALL FINISH: HARDWOOD OAK W/DARK STAIN ®CALL BUTTONS W/ACK. LIGHTS CEILING TYPE: C-12 ®ALARM SIREN W/PUSH BUTTON CEILING FINISH: HARDWOOD OAK W/DARK STAIN ®PUSH/PULL EMERGENCY STOP SWITCH CAB LIGHTING: 4 DOWN LIGHTS ®CAR LIGHT ROCKER SWITCH CAB SILL(S): DARK BROWN ®DIGITAL CAR P.I. W/ARROWS HANDRAIL: LIGHT OXIDIZED BRASS — FLAT ®EMERGENCY CAB LIGHTING FINISHED FLOOR: 3/4" (BY OTHERS) ❑KEYED (OPTION) CAR DOOR DESCRIPTION: DOOR TYPE: ACCORDION OPTIONAL: DOOR FINISH: HW DARK OAK W/BROWN CONN. ®PHONE BOX FINISH: LIGHT OX. BRASS OPERATION: ❑MANUAL ®POWER HALL STATIONS: FINISH: D OTHER OPTIONS: ®CALL BUTTON W/ACK. LIGHT '� y • PRE—WIRE CAR & HATCH (ADJ. MACHINE ROOM) ®CAR HERE LIGHTKEYED (OPTION) +l A. c'C • 6'-0" LONG x 3/4" DIA. HOSE ASSY. W/ 90'S k DBL. SWIVELS �. • ADJUSTABLE RAIL BRACKETS • CONTROLLER PROVISIONS FOR E.M.I. LOCKS • CUSTOM ELEVATOR'S GATE OPERATOR LA'OFE,S'3 S IONP� FINA ALL—WAYS ELEVATOR, INC. 2125 PETES HILL ROAD P.O. BOX 749 5191 STUMP RD. PROJECT: GEMMEL RESIDENCE ORIENT, NY 11957 PLUMSTEADVILLE, PA. 18949 PHONE: 215-766-3380 PRELIMINARY DATE: APPROVED BY FINAL DATE: L E V�TQ>t FAX: 215-766-3385 08-04-21 10-26-21 DRAWN BY: J.C. REV. #: DRAWING NUMBER: ""tornP:ny,Inc °'s ROPED HYDRAULIC SCALE: N.T.S. 3 ALWY-22496 RESIDENTIAL ELEVATOR PLAN NUMBER: Contract Data PAGE 2 OF 7 REVISIONS REV DATE DESCRIPTION FINAL 4'-5" CLEAR FINISHED HOISTWAY 9" 3'-2" PLATFORM 6" 3'-0" INSIDE CAR 4 3/4" RAIL 4 1/4"(NOMINAL) z dt 0 z � p HANDRAIL Q Q Y Z_ U) U ::E O 0_ N 3 O 2 (7 Z x U NY Q O Cn U E4d0� § g z �Y o�U w to j wm Z I CV � w � u) U CAR OPERATING - PANEL 00 1) I CAR COLUMN [V � CLEAR CAB OPNG. 3/4" MAX. Ld HOISTWAY DOOR Q 0 ()IF NF y ACCORDION TYPE ( <LOCK TYP.) ¢ NY SOT O9 CAR GATE w p U co `? 9" 3'-0" WIDE SWING DOOR 8" d z 'I * REF. OPENING O 8&1 ONLY Z I Ln HALL STATION TYP, x � AT ALL FLOORS � � 0668.1 9�FESS10�? GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT H O 1 STWAY PL N DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM p SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. (I -1_950) 2.ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS R INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 3.ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BEOLI P.O. BOX 749 5191 STUMP RD.PLUMSTEADVILLE, PA. 18949 COORDINATED WITH ELEVATOR CONTRACTOR. PHONE: 215-766-3380 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, V(iTO� FAX: 215-76766-3 AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER 6-3385 OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE manst:cturlat camp my,ine. ROPED HYDRAULIC REQUIRED. ALL HOISTWAY DOOR OPENINGS MUST BE PLUMB FROM FLOOR TO FLOOR RESIDENTIAL ELEVATOR WITHIN 1/8- (NO DEVIATIONS). IT IS RECOMMENDED THAT ENTIRE WALL AROUND EACH ALL—WAYS ELEVATOR, INC. 2125 PETES HILL ROAD OPENING BE LEFT OPEN UNTIL ALL HOISTWAY FRAMES/DOORS ARE SET IN PLACE. PROJECT: GEMMEL RESIDENCE ORIENT, NY 11957 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4- AND CLEARANCE PRELIMINARY DATE APPROVED BY FINAL DATE BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4' DIA. BALL AT ALL POINTS 08-04-21 10-26-21 PER ANSI/ASME A17.1-2016 CODE. 6.ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. DRAWN BY:J.C. REV. #: DRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCALE: N.T.S. 3 ALWY-22496 PLAN NUMBER: IR-1-950 PAGE 3 OF 7 REVISIONS REV DATE DESCRIPTION 4'-5" CLEAR FINISHED HOISTWAY 9" 3'-2" PLATFORM 6" 3'-0" INSIDE CAR RAIL (NOMINAL) a 4 3/4" 4 1/4- Z 0 Z M p HANDRAIL Q z I 0 < N J 0 _ M a w 0 v 0_ 0 m L)�a w x g U) U Z RY m oof o U) M z CV w p U CAR OPERATING \ PANEL 00 LO CAR COLUMN N 2'-10" CLEAR CAB OPNG. ----------- F3/4" MAX--- 0 LLJ 0 OF N� HOISTWAY DOOR ¢ U ACCORDION TYPE-7rLOCK (TYP.) to < �����Ot�IY so �O CAR GATE i�� 1,L(JJ 0 stn 9" 3'-0" WIDE SWING DOOR 8" Z ONLY OPENING O 2 z Ccr HALL STATION TYP. AT ALL FLOORS FO 06688 � �R�FESSIONA�'� GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT H O I STWAY PLAN DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM A SILL TO BEAM ABOVE INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. 2.ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 3.ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BE P.O. BOX 749 5191 STUMP RD. PLUMSTEADVILLE, PA. 18949 COORDINATED WITH ELEVATOR CONTRACTOR. PHONE: 215-765-3380 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, L,EV�7TO�Z FAX: 215-766-3385 AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE mene1eomp:uclurIn, o ROPED HYDRAULIC ylee. REQUIRED. ALL HOISTWAY DOOR OPENINGS MUST BE PLUMB FROM FLOOR TO FLOOR RESIDENTIAL ELEVATOR WITHIN 1/8' (NO DEVIATIONS). IT IS RECOMMENDED THAT ENTIRE WALL AROUND EACH ALL—WAYS ELEVATOR, INC. 2125 PETES HILL ROAD OPENING BE LEFT OPEN UNTIL ALL HOISTWAY FRAMES/DOORS ARE SEI IN PLACE. PROJECT: GEMMEL RESIDENCE ORIENT, NY 11957 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4- AND CLEARANCE PRELIMINARY DATE: APPROVED BY FINAL DATE: BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4' DIA. BALL AT ALL POINTS OB-04-21 10-26-21 PER ANSI/ASME A17.1-2016 CODE. 6.ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. DRAWN BY:J.C. REV. #: DRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCALE: N.T.S. 3 ALWY-22496 PLAN NUMBER: IL-11-950 PAGE 4 OF 7 GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS r 1.A FINISHED HOISTWAY GUARANTEED PLUMB WITHIN 1/2' FROM TOP TO BOTTOM,AND Lil CONFORMING TO THE DIMENSIONS INDICATED ON LAYOUT DRAWING PROVIDED. ALL WALLS N U AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. INTERIOR OF HOISTWAY SHOULD BE `N FINISHED PRIOR TO INSTALLATION. HOISIWAY DOORS MUST BE PLUMB FROM FLOOR TO x FLOOR WITHIN 1/8' (NO DEVIATIONS). HOISTWAY MUST BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 AND ALL STATE AND LOCAL BUILDING CODE REQUIREMENTS. Qp 2.WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2' X 12's SPACED AS INDICATED I+7 ON LAYOUT DRAWINGS,AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE = RECOMMENDED. 0_ II p > 3.FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND In 0 O INSTALLED BY THE GENERAL CONTRACTOR. �w = 4.TOTAL TRAVEL DISTANCE FROM FINISHED BOTTOM FLOOR TO FINISHED TOP FLOOR I J MUST BE HELD WITHIN 1' OF THAT SHOWN ON LAYOUT DRAWING. 07 U U U 5.OVERHEAD CLEARANCE: (TOP FLOOR TO UNDERSIDE OF HOISTWAY CEILING OR OBSTRUCTION) TO BE MAINTAINED PER THESE LAYOUTS. IF 9'-6' CANNOT BE ACHIEVED, CONTACT FACTORY FOR ALTERNATE ARRANGEMENT. Ppp 6.A POURED PR TH CONFORMING TO E DIMENSIONS INDICATED ON THE LAYOUT DRAWINGS s0 MUST BE PROVIDED. THE PR MUST BE DESIGNED FOR THE IMPACT LOAD INDICATED AND 0 MUST BE GUARANTEED DRY AND LEVEL FROM WALL TO WALL I7.A SUMP PUMP AND SUMP PUMP HOLE WITH COVER IS RECOMMENDED IN THE ELEVATOR PIT WHERE WATER SEEPAGE IS ENCOUNTERED.A RECEPTACLE IS REQUIRED IF A z SUMP PUMP IS FURNISHED. COORDINATE LOCATION WITH ELEVATOR CONTRACTOR. 8.A PR LIGHT WITH SWITCH IF REQUIRED BY LOCAL CODE O_ 9.ALL SCREENS, RAILINGS, STEPS,AND LADDERS AS REQUIRED FOR LEGAL HOISTWAY. lcq II Z 10.BARRACADES OUTSIDE ALL HOISTWAY OPENINGS FOR PROTECTION SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. N I o z RAIL BRKT. SPACING CHART _ BRKT. ELEV. FROM PEDESTAL CYL. RAIL � p NO. PIT FLOOR BRKT. BRKT. BRKT. z Z 6 26'-6" 8 LB/FT GUIDE o0 w z 5 22'-4" w 3 Q RAILS REQ D. D_ o 4 18'-2" NO. OF RAIL Z 3 14'-0" PCS. LENGTH w = 2 9'-0" 4 10'-0" 1 3'-11" 2 6'-10" w w O J O lCo 10 LANDING LOCATION CHART EJ Co N __3 O N LANDING FRONT REAR SIDE Cr I 2 d n Of w z r 1VCCn r N r� B a y UQ� ONY80' x 0� pL6 PIT REACTIONS a Jo I �� c� CAD ON JACK 4275 LBS LOAD ON BUFFERS 4750 LBS z R'FE SSioN. OP HOISTWAY ELEVATION z p w D_ P.O. BOX 749 5191 STUMP RD. PLUMSTEADVILLE, PA. 18949 PHONE: 215-766-3380 L E YRi TDe"; FAX: 215-766-3385 J Mg~ I `D neanQloetu�ing ROPED HYDRAULIC ow B eompasy, Inc. RESIDENTIAL ELEVATOR D_J ALL—WAYS ELEVATOR, INC. 2125 PETES HILL ROAD `ol a- PROJECT: GEMMEL RESIDENCE ORIENT, NY 11957 PRELIMINARY DATE: APPROVED BY FINAL DATE: 08-04-21 10-26-21 DRAWN BY: J.C. REV. #: DRAWING NUMBER: SCALE: N.T.S. 3 ALWY-22496 PLAN NUMBER: 3 STOP ELEVATION PAGE 5 OF 7 GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS 3 5I8 INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 2. WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2" X 12" SPACED 2Q AS INDICATED ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF G THE HOISTWAY ARE RECOMMENDED. 3. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 3 FINAL (4) 5 01 R01 LG 121 G►� NOTE: / ool- R111-10625,) RAIL BRACKET AND PEDESTAL ,� IE 5+ BASE MOUNTING HARDWARE IS I 1 Z (2 TO BE FURNISHED BY ELEVATOR CONTRACTOR �E( G RS�PPOP� � 2 FIXED RAIL BRACKET i I (STANDARD) o RAIL FORCES W R1 105 LBS R2 250 LBS NY 3 y R3 3,730 LB lop Q 6688. af*_ RAIL B RACKE ROFFssio'0"pAIL 12 � ?A 5' x P.O. BOX 749 5191 STUMP RD. / gR� (2 PLUMSTEADVILLE, PA. 18949 PHONE: 215-766-3380 FAX: 215-766-3385 manufsnyj Inc.cluring ROPED HYDRAULIC �G�E( aomp: RESIDENTIAL ELEVATOR I�PpRT%� ALL—WAYS ELEVATOR, INC. 2125 PETES HILL ROAD RS�P� 12 PROJECT: GEMMEL RESIDENCE ORIENT, NY 11957 (2 PRELIMINARY DATE: APPROVED BY FINAL DATE: ADJUSTABLE RAIL BRACKET 08-04-21 10-26-21 DRAWN BY: J.C. IREV. #: DRAWING NUMBER: (OPTIONAL) SCALE: N.T.S. 3 ALWY-22496 PLAN NUMBER: Rail brkts. PAGE 6 OF 7 MACHINE ROOM LAYOUT O TELEPHONE CONNECTION PUMP UNIT (SEE DETAIL FOR SIZES) WITH CONTROLLER (24"x24'x9") MAIN LINE MOUNTED ABOVE P U DISCONNECT & CAB N LIGHTING DISCONNECT iv ABOVE J 2 Q Cn Z :D O J H CL_ Lu O LIGHT SW. & GF] N w DUPLEX RECEPTACLE CL Q U OfH aL amEr J U Lu o W \ Q I m M Z I N O 12 1/2" (#1 TANK) Z 29 3/4' (11 TANK) 1'-3" 3'-0" MIN. CLEAR 6" NOTES` 1) SHOWN WITH CONTROLLER MOUNTED TO PUMP UNIT. CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. 4'-9" RECOMMENDED MINIMUM 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0' AND FOR 10 HP MOTORS. 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. OF N FINAL Q� �oNY Sor O �j ',p ASME A17.1,RULE 3.19.3.3.1 CIO FLEXIBLE HOSE AND FITTING ASSEMBLIES SHALL NOT BEINST NORaPROOJECTFN THEIINTO ORHTHROUA H GENERAL NOTES AND PROVISIONS ANY WALL i PIPE MATERIAL AND ASSOCIATED REQUIRED BY OTHERS FITTINGS SHALL COMPLY WITH ASME A17.1, SECTION 3.19 AND.SHALL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, 2cP O668S_, C7 FURNISHED BY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL F� �� CONTRACTOR. HAVE SUITABLE ACCESS, A LOCKABLE DOOR, A CONVENIENCE OUTLET, AND '�gOFESSI��P� LIGHT SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN 60 AND 100 DEGREES FAHRENHEIT. RELATIVE HUMIDITY NOT TO EXCEED 95%. MACHINE ROOM 2. A 220V, SINGLE PHASE, (30 AMP.O 3HP or 60 AMP.O 5HP) SERVICE WITH NEUTRAL l� I �Q 7 TO A LOCKABLE SAFETY DISCONNECT SWITCH, FUSED WITH TIME DELAY FUSES SHALL BE FURNISHED IN THE MACHINE ROOM IN ACCORDANCE WITH N.E.C. A NORMALLY OPEN ELECTRIC INTERLOCK CONTACT IS REQUIRED IN THE P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE 'D" CAT#H-221N; PHONE: 215-766-3380 ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC FAX: 215-766-3385 CUTLER HAMMER CAT. #DH221NGK; ELECTRIC INTERLOCK #DS200EKI. L E V�'TV IZ (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE -D' CAT#H222N ELECTRIC INTERLOCK EK-300-1; n n r f ae t u.r!n 4 ROPED HYDRAULIC ITE CAT.#SN-322 ELECTRIC INTERLOCK #SC-5. compny, Inc. RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. #DH222NGK ELECTRIC INTERLOCK #DS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT ALL—WAYS ELEVATOR, INC. 2125 PETES HILL ROAD SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED PROJECT: GEMMEL RESIDENCE ORIENT, NY 11957 FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE LINE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR CONTROLLER AS PER ASME A17.1 CODE. 08-04-21 10-26-21 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: J.C. REV. #: DRAWING NUMBER 6. KNOCK—OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY • FOR ROUTING HYDRAULIC AND ELECTRICAL LINES SHALL BE COORDINATED SCALE: N.T.S. 3 ALWY-22496 LAN WITH ELEVATOR CONTRACTOR. PNUMBER: Machine rooms PAGE 7 OF 7 A ZONING ANALYSIS AREA DIAGRAM BUILDING.DATA Vladimir Constant,PE FLOOR AREA BREAKDOWN 7 Melrick Ct. N Flasr Laval Esishn9 Pmposad Tafal Westbury,NY 11590 ^ n Phone:(516)779-2343 4. 1'I(v�,1, \L\IJ' J ^ Collar Level(finished) Email:v.constant@yahoo. s (E W N/^ 1O First Fl-Leval 2.482 sq.R Z02 sq.ft `��61 () w 1,442 R 1.442 my m:lon vum NOV 2 5 = � wyo m. Zone:R-80 6eantl Floor Level sq. sq.R Attic Fl..,Laval 1w Ina Noert eimt o/ BE N crvwmat mart.°"°t1Oa" •.t RRer tined. T°tal 3,924 sq.R 3,924 sq.R p1m"90d^�itm cm..m o/u.G9m PI,,, Frent_60it Q (Engineer of Record) DEPT,EPT, Sitle=45 R total j O Garage 772 sq.R 772 sq.ft �+ Si tle=20 it min. d 0 of SOU - Rear=75it J LL Paths 99 sq.ft 99 sq.ft n t eT�`f o r e n o v a t o n me�nw �lta akaa9an Building Height: 0 deacliatrom PRO m allowed=35 it LL aheabons p r 11 H®IVQE -sbn a per sect `m LL 9aa9e paNag AJ58AJ6 m AIDESIGNS E xrai nr.x.iac•e��wu xxoi x. v Alessio Petrella > 1050 W JeNcho Turnpike Suite A J SmitMorvn.NY 11787 Phone:(631)522-0777 oEmail:alessio@prohomedesignslk.mm LL monar abmt.n d-slfiatian: aItaanons (Project Designer) sla al 11 reef below a per eecL 0 AJ 58AJ6 N 42821 Existing Concifiuns •- -, • - - - - '- - 8/1021 Issued for Construction SITE PLAN. scALEc,^=20 ... COBE. DATA SHEET INDEX VF.PLACARD: ,. , NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2020 R.C.O-N.Y.S.,first printing Sheet No. Description PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES 2020 E-C.C.C.O.N-Y-S first printing C-1 Project Data Q.aaoN wM Tela 19 NYCRR PART 1265) 2020 R.C-O.N.Y.S.for Lateral 8x Gravity Design TO:TownofS°uthold TOWN OF SOUTHO LD G1.1 General Notes OWNER OF PROPERTY:Chadoffe Gemmel General Specifications SUBJECT PROPERTY//1DDRESS AND TAX MAP NUMBER): USE:Single Family Detached Residential 2125 Pdea Hill Roatl.Oderd.NY Construction:Wood Frame(un-sprinklered) G1.2 Elevator Details SCTM#1000-17-04-019 PLEASE TAKE NOTICE THATTHE(CHECK ALL THATAPPLY): - Elevator Specifications ENERGY CODE COMPLIANCE ❑ New ResiEertbal Structure ❑ Addmanl9EarsbMResidem.ISf -. G1.3 Electrical Notes V R."ludaban to Extatin Realderpal Struture No. Date Description TOBECONSTRUCTEDORPERFORMEDATTHESUBJECi Plumbing Notes PROPERTY REFERENCE ABOVE WILL UTILIZE Plumbing Riser Diagram (check each appl-bk brie) N/A g g Protect: ❑ TaaaTypeCatrsWctianOn Symbols/Abbreviations ■ P-1-1-Wa°d CansWdion(PW) Interior ° RD) A2.0 Foundation Plan Renovation IN THE FOLLOWING LOCATIONS)(CHECKAPPUCABLE UNE): ■ Film,Famatg,Including Gudarsan4Be-(F) 'Chmatio&GA2.1 First Floor Plan ❑ RaafFaming(R) eoHraphicDesign`Crite_ria:'Tablarz�D12c1) _ _ -- _- n to n t i o n a l l y ElFlwrFremntgand RoafFammg(FR) GreundSnawLaad 30Psf A2.2 Second Floor Plan For Speed: 130 mph ukimate windspeetl(128 actual) SIGNATURE: DATE c TopogaphicEffects: rya A6.1 Strapping Details PRINT NAME' m Wind UP-Category: B CAPACITY(Check Ona):❑ Owmw li Own.ea R°preaeruntna a Nailing Schedule Charlotte eft blank g Sp-ml Wed!R.B fegory C Special Wind!Region Yee Framing Details Gemmel �6"DIAMETER I Wind Borm Debns Zone Yes Utility Protection Detail 2125 Petes Hill Road m Weathering. Severe Refer t Survey Rf Ec NEwHRE c Fros t.: Depth 36 M.d.r es OneIlt,AIY Tertnbe Motleate to Heavy s Town of Southold Suffolk County Winter Design Tempeature 15,Table D101(NY,Kennedy) la Banner Underlaymenf Required Valleys 8 Perimeter It Flood Hazards WA An Freezing Index 1500 Mean Annual Temp. - ¢omponerlt and Cladding Loads: Tabb R30.= ' ZONE4 1B.2 -19.0 1/2^ ZONE5 182 -24.0 STROKE d aommnu 11 hpa ZONE 16.7 -18.0 aaz9am r,ober ba I. ,acu1-,'IV"°r'V' - ZONE2 16.7 -21.0 I.maketethaaatrswcuon _ Darvn By: Chatted By: Job No.: das+e name - ZONE3 167 -21.0 drwdma wnaarDESIGNATION FOR STRUCTURAL sacrox sot ortha._,a COMPONENTS THAT ARE OF - ZONE 10.5 -16.0 AP. V.C. 2120 TRUSS TYPE CONSTRUCTION ZONE2 10.5 -29.0 ^F^ FLOOR NN6iRiiCTION.IN4u- - Sheet Title: GIRO6i6AN0 eE4MS - ZONES 10.5 -43.0 N .R. ROGPFRnxImG - ZONE 10.0 -18.0 Cover Sheet ^FR^ F-RANOROOFFRAMMG ZONE2 10,0 -30.0 8 T A':DARDS AND COT..S _ ZONE 10.0 A6.0 - Project Data II I�rGjI:Ci#'e'�fla ®� -.-, Zone Diagrams . •�Ela"dtdefwyorUaea M: 0a►04msu- t1 �Can1>reoatt4a,.G11V N >_ 4 °' Drawing No.: ftlIbm W1114i1 R�711xd-,M m.�1s ' ';11m,sMUYaIM=OW. ® eraIId01,11 Its as Gable '' ®IZrdonear - -- C.1 -Tm+>oararrsln+a Mpaklnp' W.11 /' W.. CaUm aeya, plopoasd Elwvatlon _._ Zoe °�! Y�` ®m�e eter o- 4a` GENERAL CONDITIONS STEEL NOTES FRAMING(continued) EXTERIOR WINDOWS AND DOORS GLAZING GUARDS 1. M work hall cmfpm to the.due fisted.the[aver sheet All[odes 1. M Sled shall how a minorum no of 33,000 p•sc h.Fee blocking1.A]I exterior windows and an-hall be designed to resist the campmmt All Glazing Shan cast-to section 8308(glazing)of Ire Guards Req.,retl Vladimir Constant,PE as required and cladding d loads specified m the cover sheet 2020 Residmtid Code of New York State. Porches,Balconies.Ramps,Stairs or Raised Floor Surfaces Located I shall supersede the drawings and shall be incorporated into the drawings,whether 2. All Steel shall conform to the latest A.S.T.M.specifications far 2.Bowing Walls six g win P the indicated m the Alms or not. g pealing one Floor or more: R3084 Hazardou3 bcabme The fdlowin shall be considered More Than 30'above the Floor or Grade Below shall have Guards 7 Melrick Ct. y mem A992/A572 sleet Pipe columns shall conform 1.AS.T.M.A501. 2 All exterior windows and Biding doors hall be tested by an approved g a.ofPartitionsplmust be con unless of minimum 2 x 4 studs spaced 16'cc. anecifc haxardaus locations(or the ouosm al alozina' not Less than 36'in Height Westbury,2 Contractor shall check and renfy all d'unmsionx halm and conditions at the 3. All note shall conform to the latest AI.SC.specifications of type lumber specifha unless otherwise noted an plans independent laboratory,and hew a label identifying monufolurer, NY 11590 site helms any crosuuor.work is starld.The Contractor shall notify the b.If a double to late of less than 2-2 x 6's or 2-2 x 4's is used,floor Perfwman.characteristics and approved inspection agency to indicate 1.Glazing in fixed and operable panels of swinging,sliding door antl Open sales of stairs shall hate gumd9 not less than 34'b,height ontl not Phone:(516)779-2343 Engineer of any discrepancies w conflicts is the drawings and/or field P p compliance with AAMA/WDMA/CSA 107/1.5.2/A440.Exterior side-hinged bifdd dao. more than 38'measured vertically from the nosing of the treads. Email:v.rnnstant@yahad.aom conditions belts,starting the work The disorery of we .in.after FRAMING Fists shall be contend direc8y over and below bearing wall studs with a doors shall be tested and labeled as amfaming to AAMA/MDMA/CSA 2,Glazin ,ginning y o 1. Minimum header size lv be(2)2x6 unless noted otherwise an tolerance a(no ewe than I'unless substantiated engineering I t g in storm doors. b the work shall be the Nn responsibility f the Contractor/o correct. cera a ions. im/1.5.2/A640 or AND 100. Guard Opening Limitations. O,let..bearing stud walls must be sheathed with a mbirnum 1/2'gyp.bel. 3.Glazing in all unframed swinging doors Required Guards on open sides of stairways,raised floor areas, .m,u.wm.m o1 w.+..ontl 3. Contractor shoo locate&stake out an existing underground utnitres error to any 2 All structural hung Lumber to be dog fa 12 a better, 3.Gore z doors shall be tested in accordance with either ASTM E 330 a 4.gazing in doors and enclosures for hot tubs,whMpools,saunas,steam roams, balconies and porches stroll here intermediate rails or omamental "Z.-..w„P.ny o1 u.rnolne.r. excavation.The unities shown an the plans an an app dwi location only. fastened according to drywall manufacturer recommendat'm and fireblacked. -,- ..r u..�navt.ma d..w^i4.a. (min.Po=900,e=I.Sx10)Higher stress lumbo Such w sy.pine,ecL may AN4/PASHA 108,and hall meet the a.oplance critmia of ANO/DASMA 108. bathtubs and hovers Glazing In any pmt of a bolding wall endosing there closures that do not allow passage of a sphere 4'or more int�,,,u..w ma.i cy,mm e. 4. C=boclor to be mecouni fa marling all necessary permits and be substilued for dog fir,No sof lumber may be used except for sill, Caner Bill cwpadmmis where the build,exposed edge of the glazing is less than didmeler. f twit or ue horn 60 inches measured vertically above any standing or walking surface. in:owe mazt,ui Zs r=.ori.. .r inspections,btludmg obtaining Ue Cedifiot,Df Occupancy(C.OJ. plates,and studs. I. Unless otherwise noted,brace exterior comers of building with 4 x 8 plywood 4.Window and lass door assublies shall be cndlored in accordance with the Exception. �� r e.aprw, 9 hon. .w a,mwa..ta.r4 m.usin. sheet o!thickness to match that of sheathing. 5.Glazing in an individual fixed a operable panel adjacent to a door shall be 5. Written dimmsims shill hove precedence over sold dimensions and larger 3 All eateries lumbo and/or Iubw in contod with mwmry/conaele Shag be g published mmufac{urers recommendations to achieve the design pressure considered to be a hazardous location where the bottom exposed edge The triangular openings formed by the riser,tread and hallo roil Scale detous shall here precedence ova smaller scale detoas drawn s. pressure treated unless otherwise noted. 2. Oved Sped g sys speci g.i of a guard at the open side of a stairway ore permitted to be of (Engineer of Record) Drawings me not to be soled / g ap plates ori all corners. fief.Substitute denufa t tams uovi for substrates net fled of U¢glazing b less thou 60 inches above the floor a walking surtace and 4. All wood subfloors shall be�'thick T&G outflow pith v minimum Neiline. by the fenestration manufacturer hall provide egad or grouter anchoring it meets either of the followIng conditions such a size that a sphere 6'tmnal pass through. 6. Any lI!vioUm ham the Engineers drawings must be submitted to the Engineer span rating of 48/24,to be glued and ruled to joists 1. All nail', hall coon with ruling schedule in the 2020 Residential Code performance as demonstrated by accepted engineering practice 51.Where the lain thin 24 inches of either side of the door In in 'lin fa appra.s. 9 s comply vi g sc glazing is within � g 5. All wood hue openings in Haas,routs,ceilings shall hate a minimum of Nen York Slate and waning schedule sham,an Alms. espe a doe the plane of the door in a d.rea p=itbn. HABITABLE SPACE 7. Contractor shall be responsible far adequate) brain d 5. Emeroen.g room ontl when nine flow,d Basements,habitable auksAll y s. protecting all work double'trimmer and header'framing unless noted otherwise on plan. every Beeping roan and,here noted on floor Alms shill have not less than 5.2.Where the glazing o m a wall within 2 i nth to the plane of the 1. Int Habitable spares shall conform to the following sections of the 2015 PESO during cenrtrvc6an against damage.breakage.ollop e.Gstodian and 6. All woad home wall shall here minimum of single Jack slue 1 1. M rafters and joists framing from opposite Sides shall lop al Inst six me Variable emergency door in a closed position and within 24 inches of the hinge side International Residential Code: - (� x�e misalignment accor to opplica a codes,sf ndarde and good practice. opmmgs ge pus gency escape and rescue opening.Where basements c=loth of.n lin-swinging door. HOME single King stud posts It each and (3)bhes and be holed together with min.(3)10d face nuns m or more sleeping rooms,an emergency escape and resae opining shall g g R304(mini um moven,and hofmg) `/ B. All wade shall ll mA..11 ki ip fest lass cold m with an new materials. 7. All hanging wood t d rofters shill be supported with steel 2 When train d to end'joists shall be seared together b ¢required in each Seepin Exc tiros R304(minorum roll areas) Contractor shill provide all equipment labor and materials necessary for 9in9• joists m 9 m^ A 9 y metal strove be r 9 roam,Emergency escape and resure openings W C g the proper exs.tim and tbdd letion of the work.Contractor hall Fist hangers. shall open directly into a public way,or to a yard w court that opens to 1.Ommatire glazing. R305(ceang height) DESIGNS be responsible for all moleridsyadd equipment stand a the sits. a public way. 2.Where there is an intervening well w other pere anent bonier R306(sanitation) x z a,o c . - 8 When Fist hangers&mstaners err¢in contact w/pressure heated lumber, DRAFTSTOPPING/FIREBLOCKING& be wind the door and the oori is R307(tells,both and shower aparea) y insurance protect ts exposed to the exterior use sminless steel err hot-dipped galvanized Ext¢t Basemmis usd only td house mechanical e t 3.Whore access thrall me mfr is m k ddael w alma AlessiD Petrella 9. All contrmlom ontl then subcontractors hall carr that will lett 'pis)hangers&e eaters only. pion: y equipment 9h le area the oma and En9meer ran dams from damages for personal bpriex FIRE PROTECTION rat ex.¢aing a marl near arm of 200 square feet. 3 feel a less In depth.Glazing in this apputa6dn ands=,ply DRYWALL NOTES 105'W Jericho Turnpike Suite including death,which may mise in collection with this project. 9.All sheathing shall be a minimum of)¢•COX plywood on root 1.Install Fireblocking required as per,set'=R302.11 and Droftsteppn ig as per with Section R308.4.3. Smithtown,NY 11767 and its OSB plywood o walls unless noted otherwise an plans and section R30212 of the 2020 Residential Code of New York Slate, Operational=nalmods and,during control devices'Emergency escape 4.Oozing that is adpcent to the fixed point] wn e]of patio doBathmkm wells&Ceinms 10.Contractor to indemnity Engineer ane Omer and hold harmless. fastened to studs as per nali e;schedule. and rescue openings shall be operational from the inside of the raven Prodtl¢1/2'mole&moisture resistant gypsum board by'National Gypsum' Phone:(631)522-4777 OmWopptng required: without the use of keys,tools or 6.Glazing in an individual fixed w operable peel that meets all of the following Email:elessio@ rehomedesi Re.ro n 11.The En inner is not re sole(a construction mems,methods,techniques, 10.Provide Double of Floor Joists under All Parallel Walls Above unless noted )s, special knowledge.Wmdue Woning contrd Gold Bond Brand XP(purple board)or equal to all molls and ceilings, P gns 9 �"" open' Who,there,usable,pace both above and below the=ncedled f a devices complying with permitted for use a^Windom conditions shill be considered to be haxardaus lowlier: includingII bathroom rolls and venins and m t arms.All sequences.procedwes a far the safety precoutbnr and progress m Otherwise m plan. D spore o I' (h ASTM F 2090 shall be connection with this project. floor/ ling assembly,draftstops shall be installed so that the area of the serving ce a required emmgency escape and rescue opening.Emergency 6.1.The exposed area of m bdivimol pone is larger than 9 square feet. board hall resolve one coal of tape and four mats of spackle gypsum Desi her 11.All top plates I,wood hue walls shall be doubled and ondop with ceded spate does not exceed 1,000 sf.Draftstappbg shall divide the using'Pro-Finn Brood%P Ready Mix Joint Compound All walls,ceilings,and (Project Design.,) 12 Match all existing dillons as the elate to finishes,fighting.oursh,, intersecting walls i(possible. malha space into a I areas Where the aasubl Imed b ischia and rescue openings shall hove min'vnum dimensions as specified 6.2 The dor. edge of the glazing is less than 10 inches above led m to receive file or stone shill be set on 1 2' .mi board. g cm Y r li t g m approx.,qua y is me Y e this sectand re. Th floor. 9 / dunmsimx height.,ligament.etc More and re-loot,my poditions,wiring, 12 Laminated Veneer Lumber to have a min.of 2650 Fb bendw tress a floor mubrane,bow and a celing mubmne below drafteiWping shall be p edge glazing is more ( ] 9 a 6.3.The to d e of the lazb than 36 Inches above the Garage walls&Ceilings plumbing and ductwork that may ex conceded in walls a callings being revised, and a min,df 1.9x10 (E)modulus of Elasticity. provided in floor/ceTng assemblies under the fallowing cirdemetences, Minimum ocemna are:Emergency and escape rescue openings shall have a floc;and to provide a complete job in all respmts Provide one toyer of 5/8'type in g)alt p oda bawd ip o walls and ceilings 428/21 Existing Conditions 1.Ceiling is suspended under Aka hwbg net dew opening of not less than 5.7 square feet.The net dear opening 13.All commuters and subcontractors shall be Iicanaed and insured as required. 13.AI shuns under cellon girders to be slrel only. 6.4 One or alae racking surfaces are within 36 inches measured la all gore es and room enclosing hot producing interior home Provide one 9 2 Flour framing hutted of truss-t eb m erforated members. d'vnensians required by this seclim shall be obtained by the nmmd horizontally d in a straight Ione,of the IoMn. la (1 Z't II board at all interior house wills comm 8/10/21 Issued for Consaucuon g is cons yye oPem_w P Y u^ 5W 9 9 layer o type-x gypsum nor g approval for dl materials, 14,Wrap all girders that sit in concrete boom pockets with soft flashing to operation of the emergency comps and rescue opening from the Inside.The to garages Tape and 3 mals spackle Its a level 3 finish 14.Cmirotw to obtain Owners a En inners a finishes, Ex limn. and equipment Dilor to Durhasng All equipment and maldds are to be prevent citral contact with conaele Materials' net dour height Opening shall be not less than 24 Inches and the net dear inst"Ils l per mmuf icturer's wdllm specifications Draftstopping In shall,at be less than 1/2 inch gypsum board.3/8 width shall be not less then 20 inches. 1.Decorative glazing. Typical(all other sdems)' Bares in Woad Fmmmg, inch wood stmcnuml panels,3/8 inch Type 2-M-W particleboard or other 2 Where a horizontal inn is installha m the accessible sides)of tna 15.Contractor hall keep Site dem and tree of debris 1. All bolts in wood framing,where specified on plans shill be standard approved materials adequately supported Draftstappbg shall be Installed Exception-Grade floor or below grade openings shall have a net dear glazing 34 to 38 inches above the walking olobl The rot shall Provide 1/2'gypsum board to all walls&celings not otherwise noted 16.These erawin s ore the machine halts with stmdwd malleable iron washers a steel plate washers. parallel to the floor framing members unless otherwise approved by the opining of not less than 5 square feet be capable of8inchehorizontalaoralInd of.,face ds above.All gypsum board shall receive one coat of tape end four coals g proprl f the Engineer and shall not be used be Rating official.The integrity of all draftstops shall be maintained. withstanding apour per of spackle minimum for a levet 4 finish. without his consent Drawings shat not be used for issuing of a budding 2. Steel plate each,sizes shall be as(allows: - linear fool without contacting the glass and have a crass-sectional Permit unless signed&sealed by the Engineer. I.1/2'and 5/8'Dia..balls-2-1/4•sq.x 5/16' Fire Blocking Required. Window Sill Height Where a window is provided as the emergency escape and height of not less than 1 1/2 inches ELECTRICAL 17.Contractor to follow Of morefodurees specifications,recmmmdations and to.3/4'Dia.bolts-2-5/8'sq x 5/16'. Faeblockin shall be provided fou Out at!all canceled draft.Feelings rescue opening,it shall have a all height of,at more than 44 inches above 1. M,electrical work shall conform to rules oral regulations of the / g allg gra provided with a 3.Outboard pones in insulating glass units and other multiple glazed 9 installation dells m all products used n this F ry 9 the floor,where them height is below 0e,it Shall be 2017 National Electric Code.NFPA 70-2014 and the p pro'cl Notify the Engineer }, Ekh boll hale b nod shill be drlld 7/i6'Inger than diameter kl belt. (both,and and dariz top S and m foo oo effective fire.shier hall be wbdon hall in accordance with Section 8370.23 panels where the bottom,dye rf the glass is or feet a mare 2020 Residential Code of Nen York State. of amroconflicl band the Dims ane details pnor t inst cation f prod stories,and between a lop stay and Ue roof space.Flreblocking shill be above grade,a roof,walking surface or other horizontal ewithin endalims and and 11 be espoDria to omenctanan.t educt on 4. Fa sal anhors,see typical decals an architectural drknings 45 degrees a hortzontal]surface adjacent to the glass externa. 2 The ElecUicd equipment and hiring shall be installed in a.admce this h projSet.Coat shall be resp,TIe/.r orreclim of any work that provided bwad-home consWcBon kh the following cautions 6.All exterior windows and doors.ccuring in hazardous locations as pts Section with h t 34 thry 43 of the 2020 Residential Code of Nen York Stale prevents the correct msidl.lian of a specified prduct w ham o"the B=�' ft308.4 of the 2020 Residential Cde of New Ymk Stole and'mdimtd an flow plans 2 gazing in guards and raTmgs,inducing structural baluster prods and up em dmwIn 1. All la bolls where specified on plans shall be of structural de sled. a.In conceded spaces of stud walls end partitions,including furred Spaces re to have tem erect lass.See laze tion of this sheet and section 8308 ansWclurul in-fill panels,regardless of area or height above a walking 3. Electrical nark to be Fire Underwriter's inspected and approved. 9% 9 Sped D gra D 9 glazing set " and parallel rows of studs or stoggered studs,as follom of the 2020 Residential Code of New York Slate. surface shall be considered to be a hazardous location. 18.Contractor shall m reainst de fairag.breakage bracing and protecting d work 2. Washers shall be placed undm the head of lag bolts boring an woad. -vertically al the ceiling and flour levels. 4. All electrical outlets b•net'areas to be grand foul)inlertupter miring crostruced against dwage,code%s collapse, d good and Length of lag belts shill be minimum 2/3 depth of members being bolted 7.NI exterior window and doors are to hone a maximum U-mlue of 0.35 and B.Glazing in walls,en steam oo farces owls,sh or a old hot tubs,spas. (G.FI.)type. misalgnmml according to oppliceble cdex standards and god practice. together. -Horbmtally at intervals mol exceeding 10 IL a moxmu outdoor Si steam rooms,bathtubs,showers ane inflow a m Salm hot gam coefficient(accts of O.d0. Ins than swimming pods where the bullar exposed edge of or glazing is 5. Waking cofInstance d d msians de x 6 e6'hi=1 vanel to be o 3. All balls that ore in contact with pressure treated lumbar or exposed to b.Al all interconnections between cancealha vertical and horizontal spaces less Non 60 inches measured vertically above any scantling or walking minimum of 3fi'deep x 30'wide x 6'-6'high. DEMOLITION NOTES(for existing structures) exterior are lel be stainless Steel or hot-dippd gd,onized men as attar at admi,drop celings and ere celings. WIND-BORNE DEBRIS PROTECTION a rare hall be considered to be a hmwdous location This shill apply to 6. All elecblcol work to be performed by o local licensed electrician, Menng Struduml Members single glazing and each pane in multiple glanbg No. Date Description 1. Demull'an work shall be done in strict confomande with local,state and c In conceded spaces between stair stringers o the tap and bottom of Mind-Boone Design Protection:Protection io s if specified wbdaws and glass saws In GroL.caFaun Cama-Interzu.ter Pmtecu'on. 1. No alrvclurol member hall be witted,notched,tut,blocked out or the run.Endorsed spaces under steel shall hove volts.undm-stair surface buildings located In sinal-borne debris regions if opoifid m the cover beet Exceptions Glazing that is more than 60 inches mosuref horizontally L..hans Neral regulations,including all permits and unity.l-offs relocated without prior approval by the Engineer.Do not altar size of end my soffits protected on the mdaced side with a 1/2•gypsum board shall be in accordance with section R30I.2L2 0!the 2020 Residential Code and in o straight lime.from the waters edge of a bathtub,hot tub, 1,All bathroom receptacles are to have G.F.C.I.protect mabere noted without approval of the Engineer. of New York Slalom spa,whirpan or swimming pad or from the edge of a shower,soon. 2. The Contractor ed,sti sndi at all Imes yrso a protection against weather,matd M openings wound pmts,pipes,ducts,cellos and free at ge of and or steam room 2 All garage&accessory building receptacles are to have G.F.C.I.protection. (rain,wind,slams host or heal)so as la maintain all nark,materials gmH-uo Beams: floor level,with an approved material to resist the tree passage of floe Pmtedipn end Openings Exterior glaZ6,g in bundings located'm eindb.me Pmlaci equgmml and fixtures free fro damages Repair any damage to 1. Bull-up boas or joists formed by a multiple of 2 x dimensional lumber and products of combustion. table regions shall be protecld fru,inmome debris.Glazed opening 9.Gazing adjacent to stairs,landings and romps tUme the bottom deposal edge 3.All outlaw rereptades me to have G.F.C.I.protection. Property of the Omer/Client which is to reran in use,or that of any members hall be interconnected an follows: protection for vindbome debris shall meet the requirements of the Large of the glazing is less then 36 inches above the plane of the adjacent walk!' 4.All wall voted... Interior 9 space receptacles me to have G.F.CI surface of stairways,landings between flights of stairs and ren s shoo be person,Or persons=or off the site caused by the demolition work a.Members 12•and less In depth:glue and Inlemd w/2 rows e.For the feeblackings of ch'unne)s and fireplaces,see Smhm R7003.19. Mimte Tesl o!ASTM E 1996 and ASTM E 1(186 as modified in Section ya' g g p S.All uhf ihha basements roue t dm are to hate C.F.C.L protection. without additional expense to the owner, 16D tall al 12'o.d.staggered. 301.21.21 of the 2020 Residmtid Code of New York Stale.Gauge door glazed considered to be a hazardous location. D a Dro ec ion. 99ere L Flreblok'mg al murices o!a lora(amity dwelling is required al the line opening protection for wbdbo nd debris hall meet the requirements of an 10 Glazingadjacent t.the lending t the bottom of a aloewa where the 6.All kitchen receptacles that serve countertop surfaces shall here Renovation 3. Provide of nenesswy temporary supports as may be required to share all b Members greater than 9-1/4'in depth or multiple 3,members or dwelling unit separation. ap g a y glazing through boll with 12 diameter machin bolts at 24'a.c approved impact-resisting stmdmd a ANSI/DASMA 115. is less than 36 brew above the landing and within a 60 inch harconsidered arc Ins All tau.prolmlity existing bystructures prior to the installation of new sWciural elements 9 / Less tarn 180 degrees fro the bottom tread nosing shall be crosiderd to be 7.All foundry,unity and bar sink receptacles that one looted within 6N. d b the demolition work shorn httem. staggered lop&bottom,1-1/2•ham edges. Materials' Exception.Wood StNemral panels with a thickness of not less than Re a hazardous location requ"ve y inch and a s t not arae than 8 feel shall be permitted far.penin al the outside edge of the sink are to have G.F.C.I.protection 2 Bull-up amts w joists Pond re a multiple of engineered lumber Except as provided In Section two chic Ito 4,f blocking shall consist protection.Panels shall be preat and atlatched to the framing surrounding ROOF VENTILATION 8.Electrically healed floors,hydromassage bathtub,spa and hot tub 170I 4. Any and all he aittenti not shorn human and odidid in the field shill be members are to fallow manufacture species actors of 2 inch nominal lumber,or lwv thidmesses o(1 inch nominal lumber, the owning g g locations me 1.have CF.C.I. brought to the Mention of the Engineer"unmediatcly,prim to my action Cutting a1 Beams,Jed antl Rafters. err Iwo thicknesses of 1 inch nominal tuber wiU broken lap Finis,a 9 containing the Droducl with the glazed opening. seal be Vmldalim Reau'eed. protect!=. involving soma pred Td as required for the anchorage melhd and shall be secured with 9.All plates within 6 feet of the outside 1. Cutting of wad bells,joists and rafters hall be limited to cuts and bored ane thickness of 23/32 Inch mod structural pangs or one thickens of Fndosed attics and mdmd,(ter spaces farad whore ream applied edge of a bathtub or P attadunml hardware provided Attachment tv be pmnanent ge are opV d dvecuy shaver stall we to have G.F.GI protection. 5. All existing elements to remain,shall be protected during demolition. holes non deeps than 1/6 the depth of the membw and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard,1/2 -¢sistont hcrd,ore provided and anchors tl Idled to the.underside of roof raftere hall have adss vmna0an for ouch stomata space penmen y ins bold in the middle of 1/3 of the span.Notch depth of the ends al the inch board a 1 4 inch cement-based mnlboard Batts or blankets canon n r by tialmg be prow protected against the out m rain or ants,.Vinland 6. All existing ductwork,electrical equipment,etc in arms to be demdihd intend / on Ua bold g,Attachment of accordance with Table ss,h e e permitted Mall be protected and relocated a5 required according to field conditions. ember shall mol exceed ler the depth es the member.Hues bored a out r In vol or glass finer or other approved materials installed in such fa buildings with a mean root height of 45 teen or less,here the ultimate openings shall be aoddha with canosian-resdmt,Bewirmesh,with 1/8•mb'vnu lv AmFauk qr=tl-Idemder Protection. Charlotte 'ado an shall not be dorm than 2 inches to the lip a bottom of of anrer as to be securely retained in plots shag be permitted as an design wild speed is 180 mph.r less. 1/4'moianum opmIngs Lo=bons. 7. provide dust-fight light partitions between areas where ed or in joists and ie diameter of whole hall not exceed 4 the depth of the r" 1.All braneb circuits that supply 120-root.singe-phase,15&20 amp Gemmel L The lmsian side of bees, ! and of 9 inches m t acceptable fire block Bolts w blankets of mineral or glass fiber m other TABLE 8301.21.2 work Po being performed me areas which are finished Or in use. Jmis joists m grin er Mhe col Amor outlets installed d kitchens,forty rams,dbIng rooms ns. roams trot Uidness shoo mol be notched,except at ends of members. vODroved nonrigid materials shall be permitted fa compliance with the 10 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE The told net free vmlla8ng arm shall not be less than 1 per 150 of the wed of omaas 13rvries,alms bdroans,sunrooms,reaenliun roans,closets, P,ces m Stud beannq N.,,a It Shear Nails fool horizontal fimbloeleing in,Oils onstrucled using parallel rows of studs FOR W00D STRUCTURAL PMELS(a,b,c,d) the spa.vmnated hallways,laundry,we and smdw roams or meas shall be protected by 2125 Petes Hill Road EXCAVATION AND BACKFILL 1. Notches err bored holes to studs of bearing walls or partitions shall,at be ar staggered studs Loose-nI insulation material shall mol be used as afire FASTENER SPACING a combination type.-fault circuit btenupler bell lv provide ore than 1/3 the depth of the stud. block unless specifically tested In the form and manner intended for use to Visit pear protection of the branch ciraits Orient,NY 1. Contm<ta shall locate and stake out dl existing underground utilities prior m Panel Span 4 FL 6 Ft. ,roe. to an lion.The utilities shown on the Tans are an a Bridging antl Blocbng: dem.slrate its ablity to remain in place and to retard the spread of foe Fastener Type <Pand Spm <Panel Spm Where dare a cornice rents are bldld,insulahan a mmkn en of a 1'spa.shall be y sauce P pprokmate <4 Ft. <6 Ft <8 Ft. MINIMUM UNIFORMLY DITRIBUTED LIVE LOADS Table R301.5 location anly. 1. There hall be not less than ane line of bridging when using dmensiend ontl hot gasses. provided between the insulation and the roof sheathing al the Imal'mn of the veil lumber in every eight feet of span in flow,attic and flat roof framing. No.8 wood screw basil Z Ex.wle dl meas.r inaPo.ld m the drawirge al ex.rgfiana shall be the Th¢brio in hon mmslst o!not less than one b three inch lumber USE LIVE LOAD DEAD LOAD Town of Southold m depths required ahieving dean undisturbed virgin sal with stable g 9 Y Flre ProlechanpfFbors antra with 2-inh 16• 10• e• FLASHING Sk CAULKING NOTES anoisNre omtmt and non-shifting d non-shrinkin 1 characimislia double nand at each and or o!equivalent meld bracing of equal ngidity All flaw assemblies are to be f-rdst...e rated with a minlnum of 1 2• abedmmt length Exterior Balconies and decks 40 f 10 f Suffolk(Stour g an g poi / 1. Providing meld flashing where morning lumber is b contact with sod w conaele. Ps ps County The Contracts shall be ll,at proe for with thew of poor sail characteristics 2 Block solid at all bearing supports where adequate lateral support is not 9yysum wall bond,5/8'woad structural peel a equirelml m the underside No.Mo 10,add screw bond to the En inner and shall not proceed niU the work urn receiving insWctions anhor eith 2--inch 16' 12" 9' Provide conl'muos hidden(blind)metal flashing,here tops of r..(intersect Flre Escapes 40 psf 10 psf from the Engineer, otherwise provided.Block dl stud walls at maximum intervals of eight of the floor framing member.Penetrations or openings for ducts,vats, embedment lengthverticalWali surfaces.Provide metal sin Ooshin around dl hirnne feet with mbirnum of 2 x solid material with light joints. electrical outlets,fighting,devices,luminaires,wires,speakers,drainage,piping p g ys,skylights Passenger Vehicle Garages 50 Pat as per plan and similar openings a penetrations shall be pmnitted 1/4-ouch lag screw based and where sides of root Intersect vertical wall surfaces.M maid flashing shall }. The Engineer hos prepared the droning and,ass coed s it con assumed 3. with Si blocking under all posts down to foundation,baa and/or column Unhabltable ATTICS without Storage 10 psf 10 Ply bearing capacity of 2000$per sq.Il.and an assumed sol characteristic of sed, with s6nilar material. anmcha vith 2-mh 16' 16' 16' extend up vertically a minima of 4•hw the root unless hold otherwise. Exceirrana: bedmenl length Unhabitable ATTICS with Stora 20 Dsf 10 f snty s=d,clayey sed,silty gravel and clayey gravel(SW.SP,4A,SC,GN and GC) � 9¢ Ds .line o sol lest anal has bear preformed as pts table R4D1.4.1 of the 71Ywootl 1.Floor assemblies located deotly over o space protected by-on automatic 2 Flash,calk and sed all;unctions of nen and existing rots,walls and ysis I. All plywood shall be Doug fa or equal.It shall be,enuloctured and Mer to b accordmce with Smtim P2904,NFPA 13D,or other a This table o base an 180 mph u]t'anate design d speeds,V, Habitable ATTICS and ATTICS 2020 Residential Code of Nen York State. ed 9 q app" aye P 9n arm sp PLUMBING to fors a watertight assembly. 30 psf t5 put lyd¢a b attadatre with: aPprdrea equivalent sprinkler ayalem. and a as Iml tarn roar height. PLUMBING ryes with fixed aura 4. All exm eticas for concrete piers and(doings shall be a minimum of 3 ft. U.S..Pr1"t Standard l4 1-83 fa C=sWctmn and Industrial Plywood b.Fasteners shall be installed at appalling ends of the wood ROOMS other than sleeping room, 40 psi 15 Psf 2 Flow assemblies located directly aver a crawl spade not attended far 1. All I bin nark to be installed in strict accordance With the bgon finished grade unless hold otherwise on the plans. structural puna.Faslners hall be located not less than 1 Inch p um g 2 Each plywood sheaf shall hem the'APA'trademark storage or Poel-fad appliances. 2020 Residential Code of New York State and local codes. Sleeping Rooms 30 Pat 15 psf 5. All backnl shall be dem granular 611. 3. All end'pints shall be staggered aid shall bull along the center lines from the hale en the pond. of framing members. 3.Padims of flour assemblies shill be permitted to be unprotected where C. Anchor hall penetrate through the exterior wall covering with an 2. All Son Plumbing Lines which need to run Perpendicular to Floor Joists Stairs 40 psf 10 psf 6. No Backnl shall be permitted against concrete or mas=ry foundation walls complying with the fdloebg: embedtml Imgih of not less than 2 inches into the bustling frame. shall be located as dose as possible to center joist span t.maintain Guards and Handrals 200 psf lateral without flow framing w proper bracing an required to prevent damage to walls 4. The face groIn of the plywood shall be laid at right angles to the joists Faslmers shall be looted mol less U.n 2 1/2'inches ham the sWctural integrity of joists.Refer to Ue framing seclim of this sheet. Th BI shall al permitted within a luny dam of two reeks after and Wsses and parallel to the studs 3.1 The aggregate area of the unprotected portions does not exceed BO d f the denote blade or onerete. 3. Materials for water six d distributions t tables P2906.4, omponen per pemi Feeling. pa feet t e9 e o supply an yp ems,per Guard in-fill c is 50 ! The Cmlroclw shall be responsible for an damage to conaele a mason 1. quare per story. y or masonry/s Orawn B Cneck,M B Jal No,: opomt y g y nor 5. Nils hall be placed 3/8'minimum m nom a edged the heels. d.Ponds er,timtl to maser loco shall it attached P2906.5 and P2906.6 of the 2020 Residential Code of Nen York State. ,: Y: The minimum not t t 3.2 Flreblacking In acmrdvnre with Section R302.11.1 installed along the ROOFS 30 psf 15 psf 7. All gracing to of 5 sudace water ahoy from foundation walls al o minimum Pen,ra ion bon framing member hell be 1 1/2• song v3rlian-resistant anchors having m ultimate withdrawal perimeter of the unprotected the fl to sopembl the unprdtold 4. Materials and drains,haste,and vents,per tables a of New York State. al a minimum of 57,slope. for Bit nods and 1 3/8'for lOd ods. porl'ron hu the remainder of the floor assembly. capacity of not less than 1,500 pounds. P3002.2 and P3002.3.f the 2020 Residential Code.!New York State. AP. V.C. I 2120 6. All filers and walls snag be add as per nal g schedule. 4,Wood floor assemblies using dimmslm lumber or structural composite 5. All exterior hose blobs pre to be frost-proof type. ALLOWABLE DEFLECTION: Table R301.7 CONCRETE PedNons lumber equal to m greater than 2-inch by 10-inch nominal dimension, FALL PROTECTION 1 feral: 6. In areas prone to flooding,drainage,,date and vent systems shall be Structural Member Allowable Deflection Sheet Title: M other approred Floor assemblies demonstrating equivalent fire 1. Foundation welts la be a minimum 3,000 p.s.L,unless noted otherwise m plans, In duelling units,where the lop of the sill of an operable window located and installed to prevent infiltration of floodwaters into the a Provide said bloking of 4'-0•a.c.betaeen the Fist and f t intdor Per g is systems and discha from the systems t Floodwaters. R.flers having 1 t than 3 12 with no L/180 an the above sod asmmptim.It other sails ore encountered lover bearing II 1 t a opening Iodated less than 24 inches above the finish floor and rges ys ems in a g capes greater / General Notes lives lois t all gable walls. lu are to assumed m the foundation must be rhaesi greater h inches above the finish rade nd other surface below finished,ailing attached to rafters. re es be ass d u 9nha Combustible Insulalon Cleamrroe 9 e than 72 9 g b.Splices of the top and f 24'. portion of double lop plates must be on the exterior of the bolding,the operable window shall comply with 7. th areas prone to Flooding,vents stroll be located at err above the 2. Porches,Carport slabs exterior slops and gavage floor slobs are to be a staggered o min'anum o!24'. Cwbusible insulation shall be separated not less than 3 inches from .no of following: design flood elevation. Interior Walls and Partitions H/1B0 minimum 3,500 p.s.i r ...d Iuardi ,(n motors and other heal-producing devices. g p Floors and Plastered ceilings L/360 c Joints b lop plate need not occur over studs a 1.operable eindaw with openings that will not allow a 4 inch diameter S. All plumbing fixtures to be installed as per Chapter 27 of the 3. Concrete shall be air-entrained.Total air content Dwceot b volume of onaete d Lap to Idles al toners and intersections Exceptions 2020 Residential Code of New York State. ( Y ) P D sphere to pass through the opening where the owning is m its All other Structural Members L/240 Mail not be less than 57 or more than 7f less Where heat-producing dentes me listed ion on clearances, e Plates shall,at be less than 2 x nominal Uickness comtwice insulation cam I'n with the listing requirements shall be largest opined position. 9. Vents:(sect.P3103.1-P3103.4) 4. The nominal maximum size of course a le shall not exceed me-fifth the PY h wi 9Exterior Walls with plaster or stucco finish H/360 9fe9a I.Notcnin:An cud in an exterior hall a borIn partition shall be separated b accordance with the cmdili=s stipulated in the listing. prerenli=devices 10.For trap sizes,see table P3201.7 on plumbing Exterior Walls-wind leads with brittle finishes H 240 vest distance between fuer a t red side of the dear spacing between � y s 92 operable windows that are provided with vindon fall p p g riser diagram / reinforcing Dars a between a bar and the side of Ue tam. permitted is in out or notched i o a depth not exceeding be percent its that comply vinh ASTM F 2090. width.Studs b excednonbearing0 partitions hall be permitted wid to be roto de to Exterior Walls-wind loads'with flexible fmihea H/120 5. Fours shoo be made of mod,steel,aluminum,plastic,a composite of won't a depth not to exceed 40 percent of a single stud width.Refer to decals 3. able window that are 'dud with window opmm Dramin No.: and to insulation,a=posits of cement and wood hips,or outer approved ATTIC ACCESS mer 9 contra a,dtea material suitable fa Supporting d containing W.Farms shat de far ex.ssive hatching studs. that amply with seclim R 12.2.2. Linteir Supporting Masonry Veneer Walls L/600 9 pnt g an g comae prop g,Drilling:Any stud shall be permitted to be bored or drilled,provided An attic access shill be provided our any attic waw that exceed 30 square feet sufficient strength 1.contain concrete during c, conaele placement pro^ Not,:L=Span Length, H=Spon Height opttalion.Fora lies hal be steel,said plastic,loam plastic,a composite that the diameter of the resulting hale is not more than 60 percent and have a vedlcd height of 30'or more The rough homed opining hall not Sectron R312.22(window opening control devices) of cement and eo.d Mips,a composite of cum)and farm plastic,or other of the stud width,the edge of Ue hole is not more thou 5/8 inch la be less Uan 22•x30•and shill be I=aced in a hallway w other readily accessI suitable malenol capable of resisting the forces created by fluid pressure of the edge a(the stud,and the hale is mol looted in the sue seclim loatim.A 30'minimum obstructed he dram b the attic space she be provided Window opening control devices shall comply with ASTM F 2090. G1 ■ fresh concrete. w a.l or notch.Studs looted b exterior won,or bearing pwUri s at some pont above the access opening, The rot d' opening control device,after operation to,atrole re the 1 circled over 40 l and up to 60 {rot device allowing the window lel fully open.shall t area the percen percent hall Refer o dotal with mol net clear opening area of the Window unit to less than the area we tins two successive doubled studs bored.Refer Ia decals for required by section R310.2.1. ' excessive dnTling o!studs Vladimir Constant,PE 7 Melrick Ct. Work Done by Others FINISHED 50" 11590 Luxury Lift SHAFT (46-1/2•M ) Phone:(516)'779--2343 Hydraulic Elevotor IN. Residential Elevators Inc. O MAXIMUM 361/2" 91/2• Email:v.rnnstant@yahoo.rnm 20 Residential Drive PLATFORM (34"MIN.) in: .��° Crawfordville, FL 32327 3-1/4' 5 1 8" 4 3 8' PH 1-800-832-2004 FAX 1-850-926-5319 3-5/8' / / m •��1•Nma�m M. )aa io u"memt.°xnT x u.m.. www.ResidentiolElevctors.com R3 Prior to job site arrival for installation of elevator, REI requires the following ;,1 O IF PLATFORM SIZE IS REDUCED, THEN THE BLOCKING IS TO BE P�•(Engineer of R.-rd) work by others to be completed. 36-1/4' POSITIONED SUCH THAT IT IS CENTERED ON THE PLATFORM. ELEVATOR HOIST-WAY: Provide an enclosed finished LEGAL hoistway with INSIDE 3-5/8' 22-1/2" (PLATFORM DEPTH /2)+ 2" =CENTERLINE OF RAIL BLOCKING CLEAN, CLEAR, SQUARE AND PLUMB (including pit) dimensions recommended 3-1/4' 35" OFF OF INSIDE FRONT WALL. (MIN. 27"DIMENSION) to be a minimum of 52 inches wide by 57 inches deep (52'X 57') including CLEAR INSIDE blocking, which will provide an interior cab dimension of approximately 12 WIDTH O 2 A 12's O CAR TO WALL(CTW)DIMENSION IS 3"MIN. WITH WALL MOUNT square feet (As detailed in REI Plan View-HP1). Additional Hoistway Plans are o HOME z _ PHONE AND 4" MIN. WITH PHONE BOX HOMEDESIGNS available at www.residentialelevators.com or by contacting your local REI Sales � ? vt= N Rep. REI will build to your specifications if smaller than the above, but only to Mei_ z a f the smallest dimension inside the clean, clear, square and plumb (including (4)9/16'x 1' 72" (•) °° <wo O3 HOISTWAY DOORS AND FRAMES TO BE INSTALLED IN A 2"x 4" NOT TO EXCEED n pit) finished hoistway(plywood walls preferred). SLOTS VARIES WITH CAB SIZE,CAB WEIGHT, o LJ r O _ i WALL CONSTRUCTION OR RECESSED INTO A DEEPER WALL Alessio Petrella Barricades and/or any/all other legal methods required by any jurisdiction to o R 1 R2 JACK SIZE, TRAVEL,ETC. Lu, M¢ 0 5 `u CONSTRUCTION TO EQUATE TO A 2"x 4"WALL. 1050 W Jericho Tumpike suheA V)4 D O N Smithtown,NY 11787 prevent access into shaft shall be required outside each floor landing for the ¢ 1- a 2 A 12's _ THIS IS REQUIRED TO COMPLY WITH 3"x 5"RULE. Z= F Phone:(631)522-4777 protection of workmen and all other subcontractors and/or occupants until v1 x a Q J CATS OPEN ' Emailekssio@prahomedesignslk.com the elevator is installed completely and turned over to home owner. These R1 705 LBS. M a. 28" ,f � � ® HOISTWAY DOORS TO BE SOLID CORE(BY OTHERS.) devices shall be the sole responsibility of GC. GC TO PROVIDE SOLID CORE O v (Project Designer) HOISTWAY/LANDING DOORS WITH HINGES LOCATED ON RAILSIDE. RAIL BRACKET R2 246 LBS. O CLEAR CAB DIMENSIONS BASED ON A 3/4" FLAT WALL '3 X 5'RULE (Clearance between hoistway/landing doors and gates AND SUPPORTS R3• 3900 LBS. EMI LOCK CAB DESIGN. PICTURE FRAME AND FRAME/PANEL CABS- landing sills): DOOR SIDE WALL TO BE OF 2'X 4'CONSTRUCTION. Regardless of REDUCE CLEAR INSIDE WIDTH BY 1-1/2"AND CLEAR INSIDE 4'28/21 5usting Conditions type EACH DOOR MUST BE RECESSED TO MEET THRESHOLD 3 DEPTH BY 3/4". REQUIREMENTS AS CONTAINED IN THE ANSI A17.1 (3'X 5-SPACING CODE). The 7 Rail Brackets / Rail Forces HALL 8/10/21 Issued for Construction distance between the backside of hoistway/landing door, in the closed 1 STATION position, and the elevator gate(s), in the open position, shall not exceed 5 not to scala _ diagram inches. The distance between the backside of hoistway/landing door, in the 5"7734" t1" closed position, and landing sill shall not exceed 3 inches. ELEVATOR CANNOT (MIN.) BE OPERATIONAL UNLESS LANDING DOORS ARE IN COMPLIANCE (See Page 3 of Minimum Requirements for Hydraulic Elevators this Contract for further information). Hoistway Plan sAstom size THRESHOLD: Contractor shall provide a threshold from each floor to within 2 y 1. 52"x 56"clear inside hoistway dimensions when using an 1/2"minimum to 1-1/2'mcximum of the elevator platform AFTER the elevator s/a••=a-o•• accordion style solid gate. has been installed. Doors shall NOT be centered but installed per REI specs to 2. 8"minimum pit built to withstand a 3,900 Ib. load. allow proper rail side return measurement. Rail Side return measurement of at -Hydraulic, Luxury Lift 950 least 12 inches is required. Hoistway side of landing door frames shall NOT SSD#.RH RAIL,IN-LINE OPENING, 3. 96"clear hoistway overhead for 6'-8"cab. have casing or door trim that exceeds 1�'thlckness. SCISSOR GATE.+/-11 SO.FT.(custom size) A MINIMUM PIT OF 8"INCHES IS REQUIRED built to withstand 3,9001b maximum 4. 11"minimum return on rail side wall. If this cannot be obtained, -Sig Hato ra Sarias,cab design load. Minimum 96'overhead clearance is required for 6'-8'cobs(108'for 8'-0' contact office for approval. cabs.) to ANY TRAVEL DISTANCES over 28'-O'requires a special piston which requires -Sall optionsba all paint gratia to ba selected by--nor 5. If masonry construction, rail wall needs to be poured No. Date Description installation during framing stage due to piston length. Contractor to allow REI 6. Rail side blocking for wood frame hoistwoys must be two 2 x four(4) weeks notice to order, deliver and install 'Hydraulic Jack'prior to 12's sandwiched sheetrock. OVERHEAD CLEARANCE together, running vertically the entire length of the hoistway 12"on Project: WOODFRAME HOME BLOCKING REQUIREMENTS: Four(2 sets of 2 ea.) -2"X 12' LINE ELEVATOR SHAFT WALLS NTH center of either side allow pine studs running vertical) the entire length of the hoistway 12"on 96" MIN. FOR 6'-8" CAB HEIGHT Interior Y P� 9 Y 9 Y of the rail wall centerline. (Please see rail wall structural drawing.) center on either side of rail Wall centerline(centerline of rail wall must be 108" MIN. FOR 8'-0"CAB HEIGHT PLYWOOD (PREFERRED) OR DRYWALL INSIDE AND OUT 7. Any travel distances over 28'-0"will incur a special order charge Renovation minimum of ZS'off inside front wall), 2'x 12'to be face nailed, glued and (IF LESS THAN 96" IS for larger piston " edged with 2'x 4"for structural integrity. The yellow pine boards shall all be AVAILABLE, CONSULT R.E.I.) CHECK LOCAL CODE travel. (Add approximately one month to the standard delivery time.) fastened to the wall supports with 3/8'by 2-1/2'lag bolts to support REQUIREMENTS FOR THICKNESS elevator rail system. To insure adequate support in wall for guide rail 8. Machine room to be located adjacent to rail wall on first floor. For fastening the blocking should not exceed 10 vertical feet without intermediate 9. Remote machine rooms to be approved by office. horizontal support and shall meet all pertinent building codes (see blocking 10. Machine room to be 48"x 48"or large enough to accommodate detail on page 3). ELEVATOR RAILS & BRACKETS CONCRETE BLOCK HOME OR HOISTWAY: All dimensions shall remain the some LANDING DOORS pump and controller without restricting access,and as per node. Charlotte for INSIDE CLEAN, CLEAR, SQUARE AND PLUMB hoistway. Rail sidewall blocks BY R.E.I. AND INSTALLED BY R.E.I. shall be filled solid with concrete the entire length of hoistwoy. One (1) 4' 2'-8"OR S-0"W Gemmel Knockout shall be provided between hoistway and machine room. All patching, BY 6'-8"OR 8'-0"H fire caulking, painting/grouting required after installation is the responsibility SOLID CORE TOP FLOGRI 2125 Petes Hill Road of GC. RECOMMENDED LANDING Orient,NY MACHINE ROOM: An elevator machine room shall be provided by the (BY G.C.) contractor. UNLESS OTHERWISE SPECIFIED, MACHINE ROOM IS ASSUMED TO BE A LOWEST LEVEL ADJACENT TO ELEVATOR. This area shall be a minimum sizeTELEPHONE CONNECTION TO BE CONTROLLER of 4'X 4'and to meet all electrical codes. Contractor/Owner is responsible for ED TERMINATIN ELEVATOR r �Ao•ABOVE FLOOR Town of Southold notifying REI if Machine Room is located within a Flood Zone and contractor CONTROLLER(BY G.C.) LIGHT SWITCH THE E TOP 0' Suffolk County is responsible for building platform or room above Flood Zone per REI (BY G.C.) _ specifications. If machinery is located in attic, a deck must be built to support loads imposed by unit(Contact REI for Details) height and o e QQ 220 V.2 PO.E,51N(iE PHASE.NSEO DISCONNECT W ELEVATOR O 'MIN 20 NAP RK-5 FUSES(PER NEC 2002-BY OTHERS.) accessibility for service and installation should be provided minimum height 60 a Of ALSO,PROVIDE 120 V.,FUSED DISONNECT OR 15 AMP inches includingcatwalk to deck area, scuttle hole and attic ladder. Attic not CONTROLLER W ORCAT BREAKER FOR CAB LIGHTS(PEA NEC 2002-BY O HERS) recommended for hydraulic installations. If machine room is remote (not rail ~ Z 2 r ------ — —^ O PROvDE A PHONE UNE TO THE ELEVATOR MACHINE ROOM side adjacent) Contractor is responsible for coordinating the timely installation ¢ _ a I CONTROLLER I Aro INSTM1 IN A C.CUM T°TH COVER(e'-IV WILL NPL) of 3/4'seamless schedule 80 black pipe. REI will install, but we must have p CAR LIGHTING I I 2 (BY OTHERS.) '- FUSED DISCONNECT ample time and access. HALL PUSH I PUMPING I LUGHTOCK IDE OF TO BE INSTALLED ADJACENT 10 ELECTRICAL: Standard 220 Volt 30 Amp dedicated service 10-3 wire with SWITCH(BY G.C.) I u.IT I LOCK SIDE OF THE ODOR(BY OTHERS) BUTTON ground and standard 110 Volt, 15 Amp single pale circuit breaker(both with MAIN LINE Z O6 MAAIINE ROAR POOR TO BE A MINIMUM Or 30•"DE STATION BY FUSED DISCONNECT � I-- IO BY OTHERS eight feet of length from inside machine room wall penetration)and telephone ELEVATOR ( ) R.E.I. TYP. SWITCH(BY G.C.) so DEaR. line shall all be located in machine room. PLEASE BE ADVISED THAT POWER PUMP UNIT s 000R 3 Drarvn By: ChecheG By. JaO No.: QS A Gn RECEPTACLE IS TO BE PROVIDED IN THE ELEVATOR ON THE 220V LINE MUST BE A 10-3 WIRE WITH A GROUND AND INSURE THERE OPENING NADINE ROAI/SPACE(PFA NEC 2002-BY OABRS) IS A DEDICATED NEUTRAL TO THE UNIT. IN ADDITION, ELECTRICAL CONTRACTOR BorroM ^ "c'Ot"'GE aP. v.c. zlzo TO SUPPLY AND INSTALL 240V-30AMP DISCONNECT WITH INTERLOCK KIT PLUS FLOOR 5'-0'MIN.HEADROAA REVD FOR ELEVATED PLATFORM/STANDS 2 EACH 250V RK5 FUSE, AND SINGLE POLE 110V-15A DISCONNECT. PIT DEPTH LANDING DISCONNECT Q FLOOR MOUNT PUMPING UNIT DIMEASIORS 1­/Cii.30'L.31 H LOCATED ON Loa Sheet Title: Explanation: The 220V feed should have a black, red, white and ground wire • n " SIDE OF CONTROLLER comingto the machine room. All electrical contractors will have full knowledge 8" MIN. 2'-6" MIN. ACCESS 9 "3�_ 2"- 3"KNOCKOUT DOOR BY Elevator Details of this requirement. Simply insure they are aware of the requirement. Black ( G.C.) and red are powered with 110V each totaling 220V. White is neutral to feed BY(G.C.) ELEVATOR PIT MINIMUM ELECTRICAL MONT low voltage transformer with 110V. Ground to ground standard. (See REI CLEARANCE IN RiONT electrical requirements sheet.) MINIMUM 4" THICK ® of coNTRODER General Contractor and/or Owner shall Indemnify and hold REI harmless for all REINFORCED CONCRETE SLAB (REO.BY CGDE) claims subject to this 'Work Done by Others'. Cancellation fees apply. See REI Representative for details. ANY WORK DONE BY OTHERS HEREIN NOT FULLY Typical Elevator Section COMPLETE PRIOR TO TIME OF INSTALLATION SHALL RESULT IN A not to soata diagram only REMOBILIZATION FEE OF$750. NOTE: INFORMATION SUBJECT TO CHANGE not for�onstrA.^tion Alternate Machine Rm. Layout Drawing No.: WITHOUT NOTICE. _, G1 .2 ABBREVIATIONS LEGEND ELECTRICAL PstwJslez 1. All electrical rack shall conform to rules and regulations of the ASO ALKALINE COP PER QUATERNARY L.C. LINEN CLOSET 2017 Notional Electric Code,NFPA 70-2014 and Me 2020 Vladimir Constant,PE ACT ACOUSTICAL TILE MAX MAXIMUM MATERIALS RPSIs Nancsz Residential Code of Nen Yoh Stale, 7 Melriek Cl. AL ALUMINUM MIN MINIMUM 2. ALT ALTERNATE MO MASONRY OPENING ® BRICK VENEER EARTH stele. AFF ABOVE FINISHED FLOOR MRe MARBLE Electrical work e n r n -w _ dmlt� oh Pheoneu(516)779-2343 �- ASF ABOVE SUBFLOOR M.S. MARBLE SADDLE _' _ ,.,. D dchopters Email v mnsta @y oo cam I equipment and wuby shall be Odd in octad i 34 thin 43 err Me 2010 Resi Code of Ne« 3 rk to be Fee U der.r'te's inspec and approved. �` 4. All electrical outlets in'wet'areas to be ground fault interrupter tit ah A S. ALUMINUM SADDLE MTL METAL CONCRETE MASONRY UNIT INSULATION(THERMAL) A In B. ANTHONY POWER BEAM WA NOT APPLICABLE (G.F.IJ type. B.C. BRICK COURSE(S) NIC NOTINCONTRACT ® 9 panel to be a BD BOARD NOM NOMINAL STEEL 'PVC'or COMPOSITE MATERIAL 5 works clearance dimensions mame electrical °"'°^°�'"•`tier-t°"'"�mie amu° �PhaP�r m uea ou.ar. minorum or 36'deep w 30'Bide x 6'-6'high rn s.,mt•° =w°m dm 1d-x BOT BOTTOM NR NOT REQUIRED 6. All electrical wok to be performed by a Ionil licensed electriden. W°Mrtee tomine mn�."Irn toiva I°w BLDG BUILDING NTS NOT TO SCALE ROUGH WOOD RIGID INSULATION 'ATER OB E RPE - pNPw�,ypp,.e q, nm°<u°1 CBS CEMENT BACKER BOARD OC ON CENTER(S) Ground-Fault Circud-Interrupter Proleclo n 1 Pill !=,,I:fd�0�vb� CL CLOSET OCC. OCCUPANT(S) , CLG CEILING OH OVERHANG CONCRETE \'., `"�/� FINISH WOOD - A Localnons. CLR CLEARANCE) PART. PARTITION _ 1.All bathroom receptacles are to have G.F.C.I.protection. (Engineer of Record) COL COLUMN P.C. PANTRY CLOSET PLYWOOD GYPSUM BOARD Ns1 - Ss1.5_ m m"11 2 All gouge&aa.asmy budding receptacles are to have G.F.C.I protection. CONIC CONCRETE P.L. PROPERTY LINE _ _ - '- 3.All widow receplades ere to hove G.F.L.I.protection. CONT CONTINUOUS P.T. PRESSURE TREATED �' / 8 p 4.All cowl space recwlodes are to have G.F.C.I.protection. _ CMU CONCRETE MASONRY UNIT PT-EGS PAINT,EGGSHELL SHEEN Nal -- _$ CT CERAMIC TILE PT-FL PAINT,FLAT SHEEN - ° 5.All unfinished bwemenls receptodea ore to have G.F.C.I.protection PR® CS CORRIDOR SUPPLY PT-SG PAINT.SEMI-GLOSS SHEEN SYMBOLS ° 1 N $ _ 6.All kitchen receptacles that serve countertop surtoces shill have HOME O C C.J. CEILING JOIST PKT POCKET _ _ G.F.0 I.protection. G CANT. CANTILEVER OT QUARRY TILE 0 E)(ISTING WALL AAs -r SECTION Nst 7.All laundry,utility and bo sink receplodes that ere located wiUin fill. ESIGNS CMD CARBON MONOXIDE DETECTOR RAD RADIUS of the wlside ed f the sink we to have G.F.C.I. t t DIA DIAMETER REO'D REQUIRED edge o pro ec ion. e e i o 1..i a 1•t e u x.t a t i t. DIM DIMENSION REV REVISION(S),REVISED NEW PARTITION r B.Decbically heated floors.hydranassoge bathtub,spa and hal tub OR DOOR RM ROOM m p� Y uNEs locations are to),are G.F.G.I.pmteauam. Alessio Petrella DTL DETAIL RJ ROUGHJAMB DETAIL DWG DRAWING R.C.N.Y.S.RESIDENTIAL CODE OF `� 9.All receptacles within 6 feel of the outside edge ala bathtub 1050 W Jericho Tumplke Suite Ha53330a1.5 outsidea r shower still ore to have G.F.C.I protection. Smithtown,NY 11787 DN DOWN NEW YORK STATE 1� DOOR on- EA EACH R.R. ROOF RAFTER ( /-m N51 Phone:(631)522-4777 EL ELEVATION RIR REMOVE&REPLACE `n..r REVISION CLOUD WINDOW o Aro-Fauttcimun-IMerruoter Pmtecaon. Emelt:elessio@pmhomedesignslk.mm EO EQUAL ' LoaM1ons SAB SOUND ATTENUATION BLANKET (wen HVAC mase) Mmcez I.All branch circuits that supply 120-:0L single-phase,15&20 amp Fx EyBsnnc --- STRUCTURAL BEAM RNs, PSPN51e2 LOPD eFAfema wAu EXH EXHAUST SEC SECTION S.F. SQUARE FEET 211 WINDOW/EXT.DOOR NUMBER PSPNSwZ wtlda nnalaned in knmema,hooray rwms,during roans,ruing rooms, (ProjeR Designer) EXT EXTERIHALI EXTERIOR SIM SIMILAR (see schedule) 1O JOISTS/RAFTERS - _ pntars Imrmies,dens,bW-I,summons,resection-me,dpsets, EW EGRESS WINDOW SPR SPRINKLER(HEAD) L `gPszBz haways,laundry meas and s'unlo rwms or areas shall be protected by BO SQUARE a combination type arc-foul(circuit interrupter installed to provide FAI FRESH AIR INTAKE ss STAINLESS STEEL 2l1 � � INTERIOR DOOR NUMBER Q2 REVISION NUMBER protection of the branch circuits. 4/2627 Existing Condl6ons FC. FIRECODE STC SOUND TRANSMISSION CONTROL (see schedule) FD FLOOR DRAIN STD STANDARD m4.d Single-antl MubnoleStahon Smoke Alarms. 8/1021 Ise-alfor C.T t cucn FIN FINISHED) SMOKE DETECTOR P I u m b i n g E I ectri ca I & H VAC Protection Guards al smoke dorms snarl be r:tee in aaamaan.with UL zn and FLR FLOORING) STL STEEL 11 ROOM NUMBER _- y installed in accordance with the f Section R314 or the SD SMOKE DETECTOR r.o-elan 12 provisions a FPSC FIRE PROOF SELF-CLOSING um see schedule) not to sealer comply with the provisions FT FOOT FEET T.C. TOP OF CURB ( ) QSv�tm ROOF PITCH 2020 Residential Code al New York Stale and cam I ) TEL TELEPHONE u.d of NFPA 72. F.J. FLOOR AU THK THICK(NESS) � WALLTYPE - ABOVE/BELOW/HIDDEN LOMbona Sam,,8314.31 GA GAGE,GAUGE ----"- GALV GALVANIZED T.O.S. TOP OF SLAB Single and multiple-stotmn smoke dorms shdl be bsldled in GA GROUND FAULT INTERRUPT TP. TOILET PAPER the following locations. GL GLASS TPF TEXTURED PAINT FINISH ELEVATION MARKER CENTERLINE t.In each dew'vhg roam. T.S.P. TEXTURED SPRAY PAINT z epna sleeping area m GWB GYPSUM WALLBOARD , 2 Outside of caab s led the immediate TX TOILET EXHAUST GYP.BD. GYPSUM BOARD 1❑ DRAWING REFERENCE 1 xT 3 a INTERIOR ELEVATION nainity or the bedracms. T%F TOILET EXHAUST FAN HC HOLLOW IC TV TELEVISION (see reference notes,same sht.) n summon 3.On each addiliond story of the dwdl'ng,indudmg bosem.ls HC HOLLOW CORE aid habitable attke but nal adud g-1 spaces and uninhabitable TEP TYPICAL HDW HARDWARE attics In dwellings err dwelling units with split levels and.ithwl TEMP TEMPERED HM HOLLOW METAL intervening dons between the adpcml levels,o smoke alarm HOR HORIZONTAL U.O.N. UNLESS OTHERWISE NOTED VB VINYL BASE installed on the upper level shall suffice far the adjacent lower HP HIGH POINT level provided that Me lower IeM is less Man one full slay VCT VERTICAL CONTROL JOINT below lire upper level. HR HOUR(S) VCT VINYL I FIELD ION FLOOR TILE FIT HEIGHT VIF VERIFY IN FIELD 4.Smoke alarms shell er instilled not less than 3 feat h a bathtub HD HEAD WC VINYLWATT WALL COVERING from the door or wsning of o ballroom that contains a clamm HVAC HEIkT1NGNENTILP.TING/AIR CONDITIONING WC WATER CLOSET r shower unless this world prevent placemen)of a smoke dam IN INCH(ES) WD WOOD required by Section R314.1 No. Date DescNptlon INT INTERIOR WR WATER RESISTANT Wnen mow than are smoke alarm is required to be msldled within on INV INVERT ZR ZONING RESOLUTION individual dwelling unit the alarm devices abdl be interconnected in JT JOINKITT .6 a manna that the at of,.of ane darn eel adnate all of the LAV KITCHEN alarmsooin the ind idual dealing unit The dorm shall be deoriy audible in LAVATORY dl bedrooms over backgroand noise levels with all intervening g dos dosed Project' LVL LAMINATED VENEER LUMBER PLUMBING 1. All plumbing nark to be installed in strict accordance with the 2020 Combination Delecars, Interior Residential Code of New York State and local codes. Combination make and carban monoxide alarms shall be permitted 2. All Soil Plumbing Lines which need to sun Perpendicular to Floor Joists to be used in lieu of smote darme, Renovation 1 thrv•roaf d t Ihru•roof shall be located as close as possible to center joist span to maintain Power Samoa. (lp all vents) m.E (Ip all vents) E structural integrity of joists.Refer to the framing section of this sheet. The requited smoke dorms shall receive their primary power from Roof J L JL Roof 3. Materials for water supply and distribution systems,per tables P2906.4, the building wiring when such wiring Is served from a cammerdd source, 3'0 P2906.5 and P2906.6 of the 2020 Residential Code of New York Stole. and when primary power is natemupted,shall receive power from a 110I ventbattery.Wiring shall be permmenl and without a disconnecting switch 3'0 4. Materials for drains,waste.and vents,per tables P3002.1(1),P3002.2(2), other than those required For overomart protection.Smoke alarms Bathrm.#2 _ Vert Bathrm.#3 P3002.2 and P3002.3 of the 2015 Residential Code of New York Stale. ahall be permitted to be battery operated when installed in bWdngs --r---r-- 5. All exterior hose bobs are to be frost-proal type. .'thou(canme'dol power 6. In meas prone to flooding,drainage,waste and vent systems shall be CarhonMmumd.Alarms.(Secban915ofMe2020RC.0.N.Y.S.) Charlotte located and installed to prevent infiltration of floodwaters into the Carbon monoxide olorms shall be installed in the following lacdion. I I /R--J d,-R R - systems and discharges from the systems into Floodwaters. 1.Carbon Monoxide ere required on each level an which /� qub sleepingGemmel 3'0 vent 12'0 vent 12"0 vent RIAR 7. d areas prone to flooding,rents shall be located at or above the spaces are located,n m 15ft d the sweating area. I 1 I I I design Flood elevation. Mair nen one carbon monoxide nano shall be provided I I I I mw. Lm. 2'°vent I - where necessary to assure that no Beeping ilea.a awry I I B. All plumbing fixtures to be installed as per Chapter 27 of the 2020 is are than 1511,away from a carbon monoxide alarm. 2125 Petes Hill Road I I w Residential Code of New York State. I 2 On any story whore afuel-fred appliances and equipment Secand Flr. I I Ra[R R/R R a 2'0 Shawn 9.Vents:(sect.P3103.1-P3103.4) did-fud burning appliances and equipment. Orient,NY u t bidet sle Second R, fireplaces a attached garages we located I 1 10.For trop sizes,see table P3201.7 on plumbing riser dnagmm Intercanmecmn of Carona Mnnwds Alarms&Defeat— I I When more than me curb,manoxde adman ar defector' required to Town of Southold I 1 R/Rs2'0 be installed within an individual dwelling unit a sleeping area,the I Powder I Ria iea R/o ° to can devices and be ntwaarmeded in s an a rammer that the actuation Suffolk County I I s of one damn will aaliwte all of the damns in the incl idad uAL Powder Room#2 SIZE OF TRAPS FOR PLUMBING FIXTURES The alarm shall be clearly audible in all bedrooms over background nesse Room#1 1---__ _ - r '- Bathrm.#1 ngcable,are 7 levels with all intervening dears dosed _r r I 1---- Plumbing FlXblre Trap Size KitchenI I I T BathWb(wnth or wdh,W shows head Equipment. 1 1 and/or whirlpool allachemenls) 1-10 Cmbm Mmonde dor is shall be listed,labeled as complying with Lound ibreok R/R� R/R-4 I R/R4 R/R- I 1 I UL2034 or CSA 6.19.Carbon Mmoxiee detectors shall be rated and 2.0 vent 3'0 vent 2'0 re t 3'0 vent) Bidet 1-114" labeled as cmnpl' M UI2075 and shall meet the sometrtit testing food der n I I I I Yn9"i Y 9 gar Lay. I I Lay. 1 Clothes washer standpipe 2^ and dorm thresholds of U12034 or CSA 6.19.Carbon klmodde alarms, detectors and alarm contr l units shall be installed in accordwas R/fi g/R wW.C. W-C, I Dnshwashw(an ueparato bap) 1-12 with the R.C.N.Y.S mtl the mmufacturars installation msWctiate. RNAs 2'0 toast pW R/RR2'0 Floor Drem 2" s Furst Flr. to to Tub First Mr. Power Source. lutdmm Sink(on or lona traps,wM or Corbin Monoxide alarms and detectors shall receive Ue'a prbnary power <'0 vvMmd dishwasher and food waste dnspoeer) 1-10 ham the building wiring,where Inch hiring is served from a canmercid source and shall be equipped w'th a battery backup sptem that to Laundry Tub 1-12" Omwn By: Chechetl By: Job No.: Ra 2'0 R/Rs 2'0 / ry power is irate protides power from e p or more and ids.hen primary to R/Fist'0 R/R t'0 / Lavemry 1-1Iq^ purer is interrupted.Minng shill be permanant and wilhwt o drsmva arecling switch other than those required for ocurrent protection. 3'0 waste stack Cellar Shower(hased on the total flow rate through AP. V.C, 2120 3'0 waste stack / sh.-rhead.and boeysprays) Usrngs. ( flour rete. Carbon monoxide elarms shall be listed h accordance with UL 2034. CO. 5.7 gam and less 1-12• Sheet Title ora Men 5.7 gram up m 12.3 gpm T Cambmabon Alarms. CO. ( ore then 12.3gpm upto25.8gpm 3" Combination curb.mmoxide/smoke alamhs shall be an acceptable Electrical Notes 4'o Wed. / ( ore than 25.8 gpm up to,55.6 Spm 4• alternative to cobra mm aiki.alarms.Cambinotian carbon monoxide/ 1/4'pitch 4'0 Waste / House Trap To Existing smoke adonis shall be listed in accordance with UL 2034 and UL 217. W /4' ast artery System - Plumb'g Notes Cellar - Plumb'g Riser Plumbing Riser Diagram Drawing No.: not to scala G1 .3 Vladimir Constant,PE 7 Meldck Cf. Westbury,NY 11590 Phone:(516)779-2343 Email:v.mnstant@yahoo.conr ea.pans me m�xebumw�t er w+in m�e ne up+ear - m Vm m�n�1 tme ev�:p;km. .mea Nor b. .a..t w u.i... �aaM.ntlm canaml of Ua Enq'mew. (Engineer of Record) v I�II`Q HOME r__ __________________________________________ �p ------------------- Alessio Petrella F 1E c I 1050 W Jericho Turnpike Suite A 2 Smithtown,NY 11787 m t ' Phone:(631)5224777 g m 8 "'- ---"" Email:elesslo@prohomedesigrlslk.com EBailar9 as W I; w a o. (Project Designer) bn9 W2 nOfew 3-100 Steal Column w/ song �' newP 3fi x3G"xlTdeap P .C. HWH \spa Ftg.w/e4 mbare at Toc E.W. 4/28/21 Existing Conditions deteil 2,sh..tA2.1) song ♦♦ 8/1021 Issued for Construction Wail m Enaw elevator pit.set pit - --- -' slab down 8"from Aebng Wo tld Existing (sea M.1',same sht) xx - Unfinished Cellar F""stung(3)2"x1T� Existing(3)2'x12" s )Tx1T__low —to— low_am_ b be to remain 9 E I 'x E I n F�bn92z10"FJ. Eusting TxlT FA ry o ExMWTx1(y FJ. t `- .1115"acroremein u. E-jabV 2x10'FJ. i6 l 16'ac to reman at 1Mx to remain `a T ��: . iv I c E at 161xlo lemon n I W -e adbbd1tob—.V-1 9 p o i s rn m e g $Ia W _ mE 4-5 w o eD _ aroundb el g tall \�� t w ba.mrs wall No. Date Description s�'- - -- a around elevator CM. 9 W I mmr:bacbrto d ' dasat a achanrcal for elevator t g I �______ � I rnrNacmrfo rnaNinata Project: ezact dimension with elavamr specs. U P - - - (sea M.W,am,G7.2) Interior ______ __________ _ _ _ - _ ._-c_«___4_4_x_, r_1______________________- __ --- --- - - - ---- ---------------- - - Renovation ----------s R ' ew 16'mda x 81.11 n p.C.Haunch F : Unexcavated �. Ez sting (sea dtl.•,•.aama shL) , � arHandlar ' For ---------------------------i ------------------------- i i ezist'g E.P. Charlotte ------------------------------------------ emmel 2125 Petes Hill Road Existing orient,NY Slab On Grade Town of Southold Suffolk County —cut 16' LEGEND: ex.slob existing dab new slab existing slab • rg Foundation Wall toe Steel Col mn to remain Wall ______________ , a m see P an r saes _ ,1 <. (••--� `•.• NewFoong Foundation ___—__________ On ______________________� - _ top of we (0•-0") Orewn By: CneckedB Job No. beach way oc Lower lop of Wall _______________ Y: (see plan) ' A.P. V.C. 2120 16' New Poured Concrete Footing Sheet Thle: Foundation Plan Detail at Elev. Pit Typ. Interior Ftg. MI. Detail symbol II—e Foundation Plan 3/4.._1-0- 3/4..=I.-0.1 NOTES: 1. Double All Fl—e. ar Dntle(Pallel plan northWalls Above Unless Noted Otharn:sa. 2. UBlae Steel Shims Only Under All Gird- 3.Wrap all wood girdam that at in a beam pkL n a pier with ice 8 watersh.ld soft ftash,ng Drawing No. to prevent direot nomad wM.—ta. A2.0 Vladimir Constant,PE Saddle to be Doar 7 Melrick Ct. leemd Max.slope of 1.2 Westbury,NY 11590 375'-0° Tile Fir. '+ SubFlr. Phone:(516)779-2343 E Email:v. nstant@yahoo.com 374'-71 ±14'-24' ,, I I, 20 i �` VYaod Flr. 345-t0 mud boss I lnew vI, s.-n. or....ke a.e —.1 er me evne ti�',r., �IrFyammte o I— � N the vncepte and ------------ Existing Blocking ❑ ❑ Q--------------------------------------- LesrMu ioa:uMi.roh mss�..a.o c.n or Deck Detail of saddle 3'•_ -,•-o•• (Engineer of Record) up 5 unless nand up otherM_on plan L HOME axaans ADESIGNS estin9 existing -sting ------------ a b�9am� mai----------_ Existing Alessio Petrella 315'-1° D I n I n 9 h 105'IN Jericho ike Suite A Smown,NY 1178 R/R skyllght Existing - Phone:(631) 9n Family Room Email:akasi ohvmedesi slk.com 22^" 2 Typ- Door Jamb Detail Existin -------------- opento have eis�,6ng e4sfing Existing 3"= �•-O'• (Project Designer) g D 11 fieplace firapp Bedroom#1 Den ------- ---------------- In -------------------------- -------------- -- 10 Gyp.Board Caa� tobeselecbd -----ezisEn9l+aam to remain - " g ---'-------------"'- --�-� (hPim9 4/26/21 Existing Conditions ------- --------------------------- --� Kitchen 1/4'reveal 8110/21 Issued for Construction '� ltrl>i�0 R/R skyllght e Tsang51° - - -\_.._�_ _._,�/ i to belpa paat inted Poplar fireplace 2 316'111• 52, �� I : o Shim Spa- it pace I n ry �I I 311'-7- exishn9 beamtoreme:n ry �_____ -j--I_______ _________ e _______ _____________________________ '� elevator machine mom � ezlsh g n to be loeatod in new ostler E--bV F.J. o�sef9 o Rough Open g et 16'atorertraui $ (ase plan)n - - p -------------' X52 n9 0(5)2"x4° �n Typ. Cased Opening Dtl. Exlstl flwh beam d 1° - t.l 1° atbaktoflusin-_ 314'-6° SD / Foyer new butt n / " ��v S.D. Bathroom#1 0 3„_V-0•• RIR skylgM i (5)2"x4° \% - '`AO, J L.At pgt -y a79 I ___________________ ________________________________E_ w closet ezisllnH beam--remain_________ n room#1 __�____ open to shave 4'-5° 3< n 4'-3' t m L __ _ _________ axon o law dasat +Boy R/R® --_` ---� i hid wR rn ) + No. Date DescripLan totlef //�yq O `0 s I cvenrty /' m ��l '7tl tf ' � �34'-6' 01 10'-3° E ` , Prolect: _ " install 5/8' _ owemtypex Room.#2dryweil an aII mallsInterior levator shaft (5)2^x4• .' 31/ 3Z new Existing - Renovation axisang I n $ x�sbng Sz 11 0° dryer s+�" existing Existing (eP ai -'abrlg Bedroom#2 / landing vardto eMenor Portico (Z)7%'z9Y'NI flush beam For "gam 315'-le R Existing - Charlotte Garage m Existin : exisang Gemmel g Elevator Note: 2-Garage see sheet G1.2 2125 Petes Hill Road for elevator specification Orient,NY and details i Town of Southold Suffolk County NOTES ,. ,. 1° m See - -- 52 310'-8° 2 32,'-71. 52 .S -.V w..,,....�.--�-_ -•------`-` ._ 2.Install all smoke detectors throughout home as required by the 2020 R.C.O.N.Y.S., sect.R314 and noted on sheet G1.3. existing 3.Install all carbon monoxide detectors throughout home as required by the 2020 R.C.O.N.Y.S., ex:sang existing ,/ sect 915 and noted on sheet G1.3. Drawn By. I CI—.,:l 1011-) FLOOR PLAN LEGEND: AP. v.c. z,zo STRUCTURAL POST ■ ±22'-64' ±16,-O"38'_111• 36•_111° (see plan for size) Sheet Title: 311'-11' TALLER/LOWER WALL �or 3'0'-6° First Floor Plan PROPOSED WALLS � EXISTING WALLS Details First Floor Plan ABOVE SUBFLOOR A.S.F. SOFFIT ABOVE/WALL ABOVE - DETAILED SECTION Drawing No.: a-n plan north EXHAUST 100 fm) A2, 1 (min.100 cfm) Vladimir Constant,PE 360'-0' Seddie ta b0 over 7 Meldck Ct. 329 ±14'-2;' selected Max.slope of 1:2 Westbury,NY 11590'-10' 316•_0• Tila Flr. w SubFlr. Phone:(516)779-2343 E Wood Flr. Email:v.mnstant@yahoo.cnm �± w mud base Blockingv...nt ioih. Toz cNao....wrr up rom�r n[ Detail of saddle p— anamtaMSF rd xisting o 1 3.._�._O., (Engineer of Record) Deck Existing own Deckunless no xistng aMn plerwise an plan ' e n ex,sexistingHOME down \ APRO 44 DESIGN-S 51• 313'-31 5} 5}• 5}' 315'-1• v ) j Alessio Petrella 1050W Jericho Turnpike Suite A Smithtown,NY 11787 Existing Phone:(631)522-4777 Bed rm.#3 Email.alessio@prohomedesi9nsllo.com a Existing 2 Typ. Door Jamb Detail 42" Bedroom#5 s'•_-I•_o'• (Project Designer) x,sting fimpia[x .Q 12•Gyp.Boats Casing to be selected open tv below (typical) 4/28/21 Existing Conddons 1ltyaiceO l 8/10/21 Issued for Construction .\>L 1"x Flat Poplar / /•�I\ to be paintad S.D. \, ` ,'mm 'sy (3)1 'x9y'Ivl \�r 1'r 1� Shim Space closetg does flush beam cM i z\ S.D. v n a oso� c.M exis aoez, .Q o ugh Opening o code to code ( e plan '. m Existing \ faacrre-11 dated3 0, _......__.... 1513Typ Cased sed Opening MI.Balcony 2❑ 51 3t 2• 7'-O• 2 5_py_2• 3 _p axrstn9 is69 n closet -ra apenbbelow existing4•-5• 32 ( clO9Btex'stmg ,/ - exrsset NOTES taoode tl0 elevator I ar clvaet S.D. _ - No. Date Description ;\ten\ n I\ .Install all smoke detectors throughout home Existing _ ung 2 as required b the 2020 R.C.O.N.Y.S., _. q r Project: Bedrm.#4 Bad�room a2 sed.R314 and noted on sheet G1.3. m - m 5/8" pe-x 3.Install all carbon monoxide detectors throughout Interior rr _z __- _ drywa loot shaft wells _ ___ _ _. 52 ® * 52 -.. .-. ._. _ _ ._ __ _ __.- ._a .._., _—_ _ _..._—_..___.. _ _ t5_ home as required b the 2020 R C. .N.Y-S., reeler Renovation .m = -`---- -- -'-- --- ---- - parch well sed.915 andnotedan sheet G1.3.0 as require R 52 313'-3• 52 52a_8 'x89" is 3'• 5}• 04.4. 5}• FLOOR PLAN LEGEND: For l _ STRUCTURAL POST ■ (see plan for size) TALLER/LOWER WALL 777or Charlotte existing _ existing PROPOSED WALLS Gemmel Elevator Note: EXISTING WALLS see sheet G1.2 ABOVE SUSFLOOR A.S.F. 2125 Petes Hill Road for elevator specification Orient,NY and details SOFFIT WALL CABINET ABOVE ABOVE DETAILED SECTION Town of Southold N Suffolk County 32'-8• 38'-101• 32'-8• 34'-6• 37'-0• t4'-6' EXHAUST FAN EF 314'-2• 329'-10• 316'-0• (min.100 dm) 360'-01 PLAN REFERENCE NOTES � caanm snywer wile -- - -_ - __ _ - _ -Cusmmtemparatl glass Ondasum. -shower seat(16"tall x 18•deep) -Tie over tinneet mortar over Schluter-Kara,DS weterpmofing membrane over - -- - - -- m,n ater , pmdoped shower tray over dtinset mortar over plywood subflvor to be Drown By: Checked By: Job No.: incdlied by mam f ct,.s specifiptons or other approved waterproof pan system A.P. V.C. 2120 (see deta,I,she.t A6.2) -tnple 2"x4"curb -Secum the water supple riser from the shower Sheet The Second Floor Plan -Shower theto eowerhtlW o hepermanent a aowm. balanceurwrNal valves. ,y4••_ Su_um Second Fir. Plan -sarroand a w,lrng m be ole ever 1/z^cement bd. ® p eathtubInbeseladydwith: - Details 90"x60"tub to be selected _ plan north -Curtain Rod -Secure the water supply^ser from the shower lw,to the shower head to the pennan.M structure. -Shower to beequiprd w/ preswm balance control valves. Drawing No. -Surround 8 ceiling to be tie aver 12 cement bd. © Counter top to be seeded by owner A2,2 Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING..SCHEDULE:­a— lo,R6a25(11plNazaaaaR.Cr.nY.S STRAPPING DETAILS Contractor to contact local building dept.for required strapping inspection. Vladimir Constant,PE FILLER BLOCK xoTE. .a.aa•or sot nous.none, r 1m•ta1�o,snip• ossa seam_for ewppn9 ma maubanm•vac rough wMq k�Nq 7 Melnck CH. q I.a q•�wel<P.omovekw It­H..m,i..•^at.a au..b. Westbury,NY 11590 PLATE ONE 16d w dmnt Desmpeon I N.—.TN—., Nauspecin *fter) IP Porch/Deck Strapping Details Phone:(516)T79-2343 a TO FILLER R RAFTER Email:v.crorlstsudC@yahoo.cgm TWO led BLOCK THREE16d ROOF 8CEILING FRAMING SIMPSON STRONG-TE To FILLER Ron•m 1.Pta•(m•-"ea) (y)tea wmmo^ Ps Pans /,/•aa-.Coil Strap /.BLOCKsang bbl to rap Pmte(<w-.au P rafter SIMP2'(�)m cpmma^ •.wal '/I 3 8d Noi `^*Y lad Q.n J.ht-t amawa t.raw avN omni-ver) (s)tba aa^mm EPA Lap V) () —(3)ad Np1a HCP2' singlej�%STAGGERED whg Jasl anises t°omnia nam(mpswa) 1Ai•aeaa.s2 Eaa Lw 'HCP4"12"O.C. n (5)8dz1-1/2•Nags ' uwt th• 1fid 12"O.C. VERTICAL cdim .m aanm IDGE to rafter cW°Pza 1.TO SPACER (fact-^°°) (3)totl mmmw EOA Ga rl( RD ma esSTUD fthor t m aafla(toe-non) (3)le momma^ Era Fns it ,• -11146((bt.6•Post?a s(Engineer of Record)n�STAGGERED - amge Boma(e^a-^aa) (Z)tba'ammo^ ROOF (2)Bd.t-1/Y Nae -18144(4•.4•Pott)Rana to WALL FRAMING R OFTER RAFTER \� / to Plates -18166 6•x6•Post))FillVoid with TO FILLER is oc STUD THREE 16d Top mala tolapPmte (e)tsa wmmmi ,Rigid Insulation 10d TOE- BLOCK peva.top anile wlkt Dace-"°a ,plPrior to Sheattyg NAILED sl a ) Oz)tea vv^mm rt-Era see SH2A at STRONG-TEH2A at sash ratterTypical Post Base PROTO SOLE a m swa(far•-nae) ;z)the zr ac.SHOE xepam to H..-(moa-A edem^mo^mm .�uanoEdges (5)eo stud2 N,tConnection Detail HOME TW of Bettem Plain l°eWe(me-nae) (3)the mmmpn t6 Pp eWtl r stud C. C'1 Rafter to Rafter C�� of Rafter to Plat S Hip Rafter ADESIGNS �Plat•to Ram Ja,I. �7 Connection Detail S to II Stud De S to Plate Detail Fntl bt.>manna(m®-^ao) (z)'se F°°` 2•c Ledger fastened SHOE - - to nail It..... sae iv En as•.rcuu aapi a. FLOOR FRAMING Jobs to W lop moa m craw(toe-.w) (c)ea v°mmen Jw.t (5)ad Na1s 'Simpson'H2.5 A joist hanger AlessiD Petrella of typical exterior of typical Bragng m Jobl(td'.-^aa) (2)se—.or —E.d Q See Rafter to Beom to 1050 W Jericho Turnpike Suite A Detail partition intersection Detail ext. etr post 131-11 to—1(w nva) (t)ea comm. Era Fns Post Stlrappmg Detail(55) Smithtown,NY 11787 AOC to scale AOL t0 scale meaanp to seri a Tap Plae Cta.-nae) (s)led am.mr. EaA ekn N 'ShIpsmi L70 °o l w y J ( ) t,egm stao to eem.(maw^mT) (3)tea.ammo^ Era Ja.t Phone:631 522-4777 Email:elessio@prohomedesignslk.com 1.1..—m e•mo 0°°-"m) (y1 m romman Pw Ja°l }J t - � em�a to Jo;a(..o-eoa7 (3)16d cpmmoe Pr J.a SIMPSON Mode STRONG-TIE— _t oeom NAILING 8c STRAPPING at �1/I Model HRC7.81' ll °alta. (Projec Designer) a Top Rate(tae OF (2) G wmmm Pw root y/ HIP 11 j't,i : „,. \ joist hanger�� EXTERIOR WINDOW/DOOR HEADERS e•e a.<a=m ROOF SHEATHING p HIP R R v 4,, °m I, j�,). 2•a Ledger fastened SWaura Pmiea(se zwa a'. T ° I to non swcture (Required for all New Construction and/err New Additions) °�') O RAF I/ (5) lili 4128121 Existing Cond)ions Nta1ai Zmiv sz-OC' RIDGE ° ad Nails ���' Porch Rafter a/1or21 Issued for Construction Pww am qm. the s' NAILING SCHEDULE'B': (Wood Ft—Construction Manual) Esq.:... IM mm m .•ate 0 ° 'CS20'SIMPSON STRONG-TE Connection owcr a can strap Assembly Detail ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS n CEILING SHEATHING Iatr/ very stud Y Notationcos "Ho— ser m .. r Esq./to'nee LL (8)ad Nails Rough A B C D E F omni WALL BREATHING ip Rafter �+� Porch Roof Rafter to S6 Common Rafts Roar Beam Open ing swa..a pee. as ammnm E J V V /If raa to Ridge Detail Beam to Post Detail Hi /Valle Rafter —at ad mammon trap 2'-0• 2 (1)2.4 1 1 1 1 WI co—in, ed—_ rz nm al hmnnq p Y t Each Ens of strap 4--0• 4 (1)2.4 2 2 2 2 °1p°Y ^mmO°`a r Edo./r rra wrap 1121 Strap Conti..... 6'-0• fi (2)2x4 or(1)2x6 3 3 3 3 FLOOR SHEATHING(Subfloor) From Porch Bir.ora Roof BID. Back Down to Porch Bm. 6•-O• B (2)2.4 or(1)2x6 3 3 3 3 t• 4 8d Nails As Sheen Sea Rafter to Plate to m iota ed'aamnmr V Edo•/V Ma se () 6 alar.hen p re e...S18 10•-0• 10 (2)2.6 4 4 4 4 swa Correction Detail r..atw Umi t• tin mmmm 6'Erg•/6•Me N (B)8d Nails � I cord flr. haalfer,then p;wlee one CS18 12'-0• 12 2 2x6 5 5 5 5 strapfmmtopphtetochpoeswe Laad-Barg Hallow () �` (� _ ea 6hommppkstudtoheadm Notations: CS20'CoSIMPSON s Shap-71E w Fiberglass Cdumn (8) o'er every stud (8)ad Nails A.Number or ad nails at each end of strappings o (8)ad Nails —�3)Bd Camman Nails B.Number of sill studs an the flat(does not apply to doors) A h)OteS: O w _ t Each End of Strap - SIMPSON STRONG-TIE 1.Sheathing As Port Of Sheorwall Segment(SflS.)Where Nates On Floor Plan, 'C518•Coil Strap Porch Girder No. Date Description C.Number of full height king studs at each side of header Shall Be Continuous From SII To Ta Plate Or Adequately Blocked At Joints. 0) Post to Beam Strapping P qu^ Y every jack&king stud D.Number of 16d nails end-^ailed through adjacent king stud to end B 8d Common Nails®6'oc in field and 3•oc at edge. [ 7SIMPSON STRONG-TIE II PPm9 of header at each side 2.Hold Donn Required Al All 4 Canes Of Structure Unless Otherwise Noted. C520'Coil Strap -. Smpson H2.5 a ova every stud f t floor [Install'Simpson CMS776 .', (B)ad Nods Post C E a l for 16 ft wide sliding door post Base Project: E.Number of jack studs at each end of headers(assume double headers) I Provide strap for Aw F. Numberof 16d nails and-nailed through adjacent jock studs to each jack stud when I`-` Interior end or slll(s)at each side(does not apply to doors) multiple jack studsCommon Nails ' >rR'T' 4• (8)e (8)ad Na l Convae Piae required0 3bc at edge ln N ,lm pest are Renovation CONNECTION OF MULTIPLE PIECES li Hollow Porch Column OF TOP-LOADED BEAMS(I) p,,"p Plywood Sheathing ',�ir I, (8)Bit Nads to Deck Assembly Detail ad Common Nails 1%°Width Pleases: ii i ll a 6•ac in Field l i' Gable Stud Wall C�Q First Floor to S lid C+C1 Jack Stud at For •Miniiwm of 3rpws]Ori(3°x0.128'rmilsa lZ°oc. i•. ii '11 i' - _ �7V J7 •Minimum of4rows]Ori(3'x 0.1281mils at lZ°oc. 'l l Solid Blocking --" '-'I to Wall Stud Dtl. Floor Wall Stud De Header Opening fpr Iword deeper beams '11.1 at plyncad pint _.`n ..N''_i Roof Beam •If sing 12d(aY.°)or kwger;mils,th.romber ii ii ii -ai=.ii--'� of milirg rows may he reduced by ore. a ,II ,.iii n'_S it a-_il —Path Roof Rafter to Bean Charlotte 3Y:"Wldlh Pleases: Hold Da.n (n (8)ad Nails to Post Strapping(55) •Mi im f2rotvs)i°bcltsaf °e pSIMPSON STRONG-TIE far detail Z 8d Nails Gemmel 24°o,c staggered (tl 'owr a Coil Strap SIMPSON STRONG-TTE Itu•eemnaee.�mµ.a...a��mw�m. : Y rery stud SIMPSON STRONG-TIE 'C520'Coil Strap g omda.a Bruer Plywood Sheathing ow,wary Strap ova every clad' 2125 Penes Hill Road Q) r two saw wood Post Ad6tf—if nathn baton be Inane Holm.Cd— required w/(b s)deloaded mul0o/e-member O (a)ad Nails ba=ne.Rarer to currant Product literature. Typical Shear Wall 2 Rim Joist ad Nails blacking ay Laad-Baor'g Holton [ (8)ad Nads \a �qrs _ (2)Bd Naas o t I' Finaglaa column Town of Southold Baa�a Q wrapunder s4�Q (5)Bd Nails ) _ Suffolk County r1 sill plate wrap under l 'Simpson H2.5 A ° ( p� HOIIo wColuma(see Da.) ki ell plate (B)8d Naas lop plate joist hanger mil VIII mil 861-1/2-Nails SIMPSON STRONG-TIE (n VIII ppna°tion Ind I .il 'cs20'Coil S rap —Consists Foundmivn 100 stud ata every stud' 0 IIII III bll III (e)ad Naas (a)ad Ncds RIDGE 0 Stud to S 11ra Wall Stud to Sill Plate 1 Cantilevere II Stud LL im Joist Detail at Gage Wall to Rim to Top P etail Solid Post Porch Column ATTIC to Found'n Assembly MI. I, Be.-to JoStrapp'ng STRAPPING INSTRUCTIONS 5'vnpson H25st(hot-dipped gala.) Orervn By. Checked By. Jab No.: BLOCKING 2 BAYS (a 1.or Strapping To Be 1-1/4•Wide 20 Ga.Steel see deck ledger A.P. V.C. 2120 BACK a3 4B• AY Nate: r'Simpson Equivalent C520(..!led strap) (4)ad Nails Deck Joel\ se.deck ledger ID R ed nhere note Unless Noted Otherwise. / br etmchmant SECOND FLOOR n Ions 2.Use Stainless Steal Straps&Fasteners or to house did Caner Post Solid her Post � ° D Hol-Dipped Galvanized When m Contact "'Si Sheet Tifle: Q HD with Pressure treated Lumber. !, (4)ad Nails Porch cider I I 'SIMPSON'HOUR-SD52.5 3.Install Stropping For All Nen C—t—tion. vppmg Stra ' Details � And nhere noted on plops Pant to H25 h`rt d ¢d 7/8•die. 2-lad Common 4,Install Strapping for Each of itis Folloning: Psis^ (o-ipp ger v.) PP 9 BLOCKING 2 BAYS V 'Simpson'HDUB- 5 Threade d nails®6•o.c Post BACK®48•o.c. Hddann for fulllength Pla_Rafter to'oterl."r'idge Past Base - Nailing Sch. Stud FIRST FLOOR C locking ° a -Hip Rafter to Plate to Stud - rr and floor o = - - Framing Details o il. Endwall -Cam man Rafter o Hip/Valley Rafter f o-End Wall Slues to Wall Studs Comets Pier (..) -Header to Jock Stud - 7/8•die. ed Rod 1 -Jack Stud to Rim Joist Rim Joist Embed' 2•into Concrete -Wall Stud to Rim Joist BLOCKING 2 BAYS 3 mpson'SEr Adhesive rs BACK®48•o.t. O -Cantil—rad Stud to.all below II fooling Drawmg No.: -Rim Joist to Sill Plata msloll($)pa dowels 'SIMPSON'HDUB-SD52.5/ firstfloor _Rafter to Ledger with joist hanger Gable Wall Blocking Dtl. o A -aeeotmr`°B°am`° al A6�1 u H own Connection Dtl. u Holddown Conn on Dtl. -Floor Beam°<`Pa<I°°r B'°m Deck Strapping net to scale 1� for limit floor to foundation wallconnection Hl far first floor to second floor cornet; -Post to Pier Q..tog) Assembly Detail -Joists to Beam ZONING ANALYSIS AREA DIAGRAM BUILDING DATA - Vladimir Constant, PE FLOOR AREA BREAKDOWN 7 Melrick Ct. N Floor Level Existing Proposed Total Westbury, NY 11590 N Phone: (516) 779-2343 J Cellar Level (finished) Email: v.constant@yahoo.com N/A M . First Floor Level 2,482 sq.ft. 2,482 sq.ft. VThese plans are an instrument of service and are the exclusive property of the Engineer. Second Floor Level 1,442 sq.ft. 1,442 Sq.ft. Infringements of the concepts and design Ideas presented on these drawings shall be Zone: R-80 .J prosecuted to the fullest extent of the law. Attic Floor Level Copyright 2021:All rights reserved, no part of the plans may be reproduced without the Setbacks: N expressed written consent of the Engineer. Required: L_ Total 3,924 sq.ft. 3,924 sq.ft. Front=60 ft ` (Engineer of Record) Side=45 ft total > repair of 0 Garage 772 sq.ft. 772 sq.ft. Side=20 ft min. N Area of Fire fire damage 0 Rear=75 ft J Damage (2,482 sq.ft.) V. Portico 99 sq.ft. 99 sq.ft. N r411211 0 classification: Building Height: 0 alterations maximum allowed=35 ft level I o as per sect c L existing AJ5 @ a� LL garage existing portico R E S 1 0 E N T I A L-C 0 M M E R C I A L . m Alessio Petrella 1050 W Jericho Turnpike Suite A -I repair of Smithtown, NY 11787 Area of Fire fire damage Phone: (631)522-4777 0 Damage (1,442 sq.ft.) Email:alessio@prohomedesignsllc.com LL classification: alterations level I C as per sect. (Project Designer) U roof below AJ5 N 4/28/21 Existing Conditions SITE PLAN SCALE: 1" = 20' VF PLACARD CODE DATA SHEET INDEX 5/10/21 Issued for Construction NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2020 R.C.O.N.Y.S., first printing Sheet No. Description PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES 2020 E.C.C.C.O.N.Y.S., first printing C-1 Project Data (In accordance with Title 19 NYCRR PART 1265) TO: Town of Southold 2020 R.C.O.N.Y.S. for Lateral & Gravity Design G1 . 1 General Notes TOWN OF SOUTHOLD OWNER OF PROPERTY:Charlotte Gemmel General Specifications SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): USE: Single Family Detached Residential 2125 Petes Hill Road,Orient, NY Construction: Wood Frame (un-sprinklered) G1 .2 Energy Code Notes SCTM#1000-17-04-019 PLEASE TAKE NOTICE THAT THE (CHECK ALL THAT APPLY): Insulation Schedule ENERGY CODE COMPLIANCE METHOD ❑ New Residential Structure Air Barrier Schedule ❑ Addition to Existing Residential structure These plans have been prepared as per section © Rehabilitation to Existing Residential Structure N 1 102.1 .5 - Total UA Alternative Path by utilizing REScheck-Web Software G1 .3 Electrical Notes No. Date Description TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations) Plumbing Notes PROPERTY REFERENCE ABOVE WILL UTILIZE g (check each applicable line): ❑ Truss Type Construction(TT) Plumbing Riser Diagram Project 11Pre-EngineeredWood Construction(P" Repair of Fire ElTimber Construction(TC) Symbols / Abbreviations IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): A2.4 Foundation Plan Damage ElFloor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) Climatic & Geographic Design Criteria : Table R301.2(1) ® 30 sf A2.1 First Floor Plan ❑ Floor Framing and Roof Framing(FR) Ground Snow Load: p For n t n t iSpeed: 130 mph ultimate wind speed(128 actual) A2.2 Second Floor Plan SIGNATURE: DATE: rn Topographic Effects: No PRINT NAME: ) Wind Exposure Category: B A6. 1 Strapping Details CAPACITY(Check One): ❑ Owner ❑ Owner's Representative -o Charlotte Seismic Design Category: C t `� nC2 Special Wind Region Yes lamb, Af!1111111% MAMPk Nailing Schedule a�CjU�Ar, NC 1 OIVE bi lk 6" DIAMETER Wind Borne Debris Zone Yes �r m� Gem-mel USE IS UNLAWFUL Framing Details I�ICA�E o Utility Protection Detail 2125 Petes Hill Road WITHOUT CERT �- y _ rn Weathering: Severe REFLECTIVE WHITE E Frost Line Depth: 36 inches Orient, NY OF OCCUPANCY REFLECTIVE RED 'a PANTONE#187rMEMW-J f Emma o Termite: Moderate to Heavy U ry Town of Southold co Suffolk County Winter Design Temperature 15,Table D101 (NY, Kennedy) Y Ice Barrier Underlayment Required Valley's&Perimeter APPROVED AS fIO a Flood Hazards N/A _-- z Air Freezing Index 1500 6 3aS Cf A11PLY WITH ALL CODES O �. DATE: ��B•P•� � Mean Annual Temp. NEW YORK STATE & TOWN CODES FEE: `t 0 l� BY: NOTIFY BUILDING DEPARTMENT AT AS REQUIRE AND CONDITIONS OF �°, ' Component and Cladding Loads: Table R301.2(2) 765-1802 SAM TO 4 PM FOR THE SOUTHOLD TOVA ZBA H N ZONE 4 18.2 -19.0 f FOLLOWING INSPECTIONS: M _ _ 1. FOUNDATION - TWO REQUIRED SOUTHOLD TOM PLANNi,IGBOARD 1/2" ZONE 5 18.2 -24.0 FOR POURED CONCRETE S09HOLD TOM TRUSTEES STROKE 2. ROUGH - FRAMING & PLUMBING The construction type `` 3. INSULATION N.Y.S.DEC ZONE 1 16.7 -18.0 designation shall be � 4. FINAL - CONSTRUCTION MUST to in I","III","IV ostru � o BE COMPLETE FOR C.O. to indicate the construction � � ZONE 2 16.7 -21.0 ALL CONSTRUCTION SHALL MEET THE ALL of the �2 Drawn By: Checked By: Job No. structure under DESIGNATION FOR STRUCTURAL `D ZONE 3 16.7 -21.0 REQUIREMENTS OF THE CODES OF NEW section 602 of the BCNYS COMPONENTS THAT ARE OF -16.0 A.P. V.C. 2120 YORK STATE. NOT RESPONSIBLE FOR rn N ZONE 1 10.5 DESIGN OR CONSTRUCTION ERRORS. TRUSS TYPE CONSTRUCTION o 0 0 o M ZONE 2 10.5 -29.0 t r6diltion "F" FLOOR CONSTRUCTION,INCLUDING t GIRDERS AND BEAMS ZONE 3 10.5 -43.0 Sheet Title v � F r "R" ROOF FRAMING "' ZONE 1 10.0 -18.0 UILDING o Cover Sheet r4ny Ec Pxq ircd. I "FR" FLOOR AND ROOF FRAMING o M ZONE 2 10.0 -30.0 C"" "-", �•-^ STANDARDS AND CODES a ZONE 3 10.0 -46.0 - Project Data Zone Diagrams : - PLUJ"W'S rs CERTIFICATION _ r � .�: � �..... - - 2 ON LEAD CONTENT BEFORE , F OCCUPANCY Electric Power Lines 2 CER i rFICATE O Gas,011,or Steam SOLDER USED IN WATER Communication Lines,CATV °c 5 s � 5 -� Drawing No. : SU_'PLYSYSTEMC,4iNr"`OT Potable water 5 5 h,1 AY 1 2 2021 EXCEED 2110 OF 1% L Eft C: 3 4 4 Reclaimed Water, Irri�atlon,Slurry Sewers and Drain Lines Gable 5 5 ,, Interior 5 5 Kmwwhars below. Temporary Survey Markings Wall -rtti® Zone _. Call before you dig. Edge Perimeter / Proposed Excavation Zone Zone � GENERAL CONDITIONS STEEL NOTES I FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING GUARDS -- 1. All Steel shall have a minimum Fb of 33,000 p.s.i. h. Fire blocking as required. 1. All exterior windows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the Guards Required. 1. All work shall conform wi the codes listed on the cover sheet. All codes g q and cladding wind loads specified on the cover sheet. 2020 Residential Code of New York State. Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located Vladimir Constant, PE shall supersede the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: " the are indicated on the plans or not. R308.4 Hazardous locations. The following shall be considered More Than 30 above the Floor or Grade Below shall have.Guards Y P A992/A572 steel. Pipe columns shall conform to A.S.T.M. A501. a, partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. 2. All exterior windows and sliding doors shall be tested by an approved 9 „ 7 Melrick Ct. P specific hazardous locations for the purposes of glazing_ not Less than 36 in Height. - 2. Contractor shall check and verify all dimensions, notes and conditions at the 3. All work shall conform to the latest A.I.S.C. specifications. of type lumber specified unless otherwise noted on plans. independent laboratory, and bear a label identifying manufacturer, Westbury, NY 11590 performance characteristics and approved inspection agency to indicate 1. Glazing in fixed and operable panels of swinging, sliding door and Open sides of stairs shall have guards not less than 34" in height and not Phone: (516) 779-2343 site before any construction work is started. The Contractor shall notify the b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged bifold door. more than 38" measured vertical) from the nosingof the treads. Engineer of any discrepancies or conflicts in the drawings and/or field joists shall be centered direct) over and below bearing wall studs with a y FRAMING � y g doors shall be tested and labeled as conforming to AAMA/WDMA/CSA Email: v.Constant@yahoo.com conditions before startingthe work. The discover of discrepancies after " 2. Glazingin storm doors. y P tolerance of no more than 1 unless substantiated engineering calculations. 101 I.S.2 A440 or AMD 100. Guard Opening Limitations. beginning the work shall be the full responsibility of the Contractor to correct. 1• Minimum header size to be (2) 2x6 unless noted otherwise on plan. / / 3. Glazing in all unframed swinging doors. c. Interior bearingstud walls must be sheathed with a minimum 1/2" bd. Required Guards on open sides of stairways, raised floor areas, / gYP• These plans are an instrument of service and 3. Contractor shall locate & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir #2 or better, 3. Garage doors shall be tested in accordance with either ASTM E 330 or 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, balconies and porches shall have intermediate rails or ornamental are the exclusive property of the Engineer. Infrifastened according to drywall manufacturer recommendation and fireblocked. P P y g excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may ANSI/DASMA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. bathtubs and showers. Glazing in any part of a building wall enclosing these closures that do not allow passage of a sphere 4" or more in presented on these the concepts and design ideas compartments where the bottom exposed edge of the glazing is less than presented on trete drawings shall be 4. Contractor to be responsible for arranging all necessary permits and be substitued for doug fir. No spf lumber may be used except for sill, Comer Bracing: P P 9 9 g � diameter. prosecuted to the fights extent of the law. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood 60 inches measured vertically above any standing or walking surface. Copyright 2021:A11 rights reserved, no part of inspections, including obtaining the Certificate Of Occupancy (C.O.). plates, and studs. 9 P Yw 4. Window and glass door assemblies shall be anchored in accordance with the Exception. the plans may be reproduced without the sheet of thickness to match that of sheathing. 5. Glazing in an individual fixed or operable panel adjacent to a door shall be expressed written consent of the Engineer. 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be published manufacturers recommendations to achieve the design pressure considered to be a hazardous location where the bottom exposed edge The triangular openings formed by the riser, tread and bottom rail scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. Substitute anchoring systems used for substrates not specified of the glazing is less than 60 inches above the floor or walking surface and of a guard at the open side of a stairway are permitted to be of (Engineer of Record) Drawings are not to be scaled. y the fenestration manufacturer shall provide equal or greater anchoring it meets either of the following conditions: such a size that a sphere 6" cannot pass through. 4. All wood subfloors shall be Ni"" thick T&G subfloor with o minimum Nailing: performance as demonstrated by accepted engineering practice. 6. Any deviation from the Engineers drawings must be submitted to the Engineer span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2020 Residential Code 5.1. Where the glazing is within 24 inches of either side of the door in in writing for approval, of New York State and nailing schedule shown on plans. the plane of the door in a closed position. HABITABLE SPACE 5. All wood frame openings in floors, roofs, ceilings shall have a minimum 5. Emergency escape and rescue opening required: Basements, habitable attics, 7. Contractor shall be responsible for adequately bracing and protecting all work double "trimmer and header" framing unless noted otherwise on plan. Alignment: 5.2. Where the glazing is on a wall perpendicular to the lane of the 1. All Habitable spaces shall conform to the following sections of the 2015 r �- r p q y g p g every sleeping room and where noted on floor plans shall have not less than g 9 P P P 9 during construction against damage, breakage, collapse, distortion and 6. All wood frame wall openings shall have minimum of single Jack stud lis 1. All rafters and joists framing from opposite sides shall lop at least six one operable emergency escape and rescue opening. Where basements contain door in a closed position and within 24 inches of the hinge side International Residential Code: �1, 1 , I misalignment according to applicable codes, standards and good practice. g P 3 inches and be nailed together with min. 3 10d face nails. of an in-swinging door. R303 li ht ventilation, and heating)single King stud posts at each end. ( ) � 9 ( ) one or more sleeping rooms, an emergency escape and rescue opening shall (light, 9) 8. All work shall be performed in a first class manner with all new materials. 7 All hanging wood joists and rafters shall be supported with steel 2. When framing end to end joists shall be secured together by metal straps. be required in each sleeping room. Emergency escape and resuce openings Exceptions: R304 (minimum room areas) Ar � r ,LV 11 a M PL r-• r r-1 Contractor shall provide all equipment, labor and materials necessary for joist hangers. shall open directly into a public way, or to a yard or court that opens to 1. Decorative glazing. R305 (ceiling height) � I the proper execution and timely completion of the work. Contractor shall j 9 be responsible for all materials and equipment stored at the site. a public way. 2. Where there is an intervening wall or other permanent barrier R306 (sanitation) R E s i o E N T I A L•C 0 M M E R C I A L 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, DRAFTSTOPPING / FIREBLOCKING & between the door and the glazing. R307 (toilet, bath and shower spaces) or exposed to the exterior use stainless steel or hot-dipped galvenized FIRE PROTECTION Exception: Basements used only to house mechanical equipment 3. Where access through the door is to a closet or storage area 9. All contractors and their subcontractors shall carry insurance that will protect joist hangers & fasteners only. g 9 AI@SSIO Petrella the Owner and Engineer from claims from damages for personal injuries, not exceeding a total floor area of 200 square feet. 3 feet or less in depth. Glazing in this application shall comply DRYWALL NOTES p including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of X" CDX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per with Section R308.4.3. 1 mit to Jericho Turnpike Suite A and tis OSB plywood on walls unless noted otherwise on plans and section R302.12 of the 2020 Residential Code of New York State. Operational constraints and opening control devices: Emergency escape 4. Glazing that is adjacent to the fixed panel of patio doors. Bathroom Walls&Ceilings: Smithtown, NY 11787 10. Contractor to indemnify Engineer and Owner and hold harmless. fastened to studs as per nailing schedule. and rescue openings shall be operational from the inside of the room " Phone: (631) 522-4777 6. Glazing in an individual fixed or operable panel that meets all of the following Provide 1/2 mold & moisture resistant gypsum board by National Gypsum Draftstopping required: without the use of keys, tools or special knowledge. Window opening control g P P g 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted Ys• P 9 P 9 Gold Bond Brand XP (purple board) or equal to all walls and ceilings, Email:alessio@prohomedesignsllc.com 11. The Engineer is not responsible for construction means, methods, techniques, When there is usable space both above and below the concealed space of a conditions shall be considered to be hazardous location: sequences, procedures or for the safety precautions and programs in otherwise on plan. P P devices complying with ASTM F 2090 shall be permitted for use on windows including all bathroom walls and ceilings and any wet areas. All gypsum floor/ceiling assembly, draftstops shall be installed so that the area of the serving as a required emergency escape and rescue opening. Emergency 6.1. The exposed area of an individual ane is larger than 9 square feet. board shall receive one coat of tae and four coats of spackle minimum connection with this project. 9 q 9 Y P P 9• 9 Y P P 9 q P P 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the escape and rescue openings shall have minimum dimensions as specified using 'Pro-Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and (Project Designer) intersecting walls if possible. concealed space into a rox. equal areas. Where the assembly is enclosed b PP 6.2. The bottom edge of the glazing is less than 18 inches above " 12. Match all existing conditions as they relate to finishes, lighting, coursing; 9 P P PP q Y Y in this section. the floor. ledges to receive the or stone shall be set on 1/2 cement board. �, J dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 12, Laminated Veneer Lumber to have a min. of 2,650 Fb bendingstress a floor membrane above and a ceiling membrane below draftstopping shall be plumbing and ductwork that may be concealed in walls or ceilings being revised, and a min. of 1.9x10 E modulus of Elasticity. ( ) provided in floor/ceiling assemblies under the following circumstances: Minimum opening are: 6.3. The top edge of the glazing is more than 36 inches above the Garage Walls&Ceilings: ( ) Y Emergency and escape rescue openings shall have a floor; and to provide a complete job in all respects. 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening Provide one layer of 5/8" type-x gypsum wall board to all walls and ceilings 4/28/21 Existing Conditions 13. All shims under cellar girders to be steel only. 6.4 One or more walking surfaces are within 36 inches measured of all garages and room enclosing heat producing equipment. Provide one 13. All contractors and subcontractors shall be licensed and insured as required. 2. Floor framing is constructed of truss-type open-web or perforated members. dimensions required by this section shall be obtained by the normal horizontal) and in a straight line, of the glazing. 5/10/21 Issued for Construction q 9 YP P P Y 9 9 9 layer of 1/2 type-x gypsum wall board at all interior house walls common 14. Contractor to obtain Owners or Engineer's approval for all materials, finishes, 14. Wrap all girders that sit in concrete beam pockets with soft flashing to operation of the emergency escape and rescue opening from the inside. The Exceptions: to garages. Tape and 3 coats spackle for a level 3 finish. 9 PP Materials: P • and equipment prior to purchasing. All equipment and materials are to be prevent direct contact with concrete. net clear height opening shall be not less than 24 inches and the net clear Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 1. Decorative glazing. installed per manufacturers written specifications. width shall be not less than 20 inches. Typical(all other spaces): Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other 2. Where a horizontal rail is installed on the accessible side(s) of the 15. Contractor shall keep site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials adequately supported. Draftstopping shall be installed Exception: Grade floor or below grade openings shall have a net clear glazing 34 to 38 inches above the walking surface. The rail shall Provide 1/2„ gypsum board to all walls & ceilings not otherwise noted machine bolts with standard malleable iron washers or steel late washers. parallel to the floor framing members unless otherwise approved by the opening of not less than 5 square feet. above. All gypsum board shall receive one coat of tape and four coats 16. These drawings are the property of the Engineer and shall not be used P P 9 q be capable of withstanding a horizontal load of 50 pounds per 9 P P Y 9 building official. The integrity of all draftstops shall be maintained. of spackle minimum for a level 4 finish. without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: linear foot without contacting the glass and have a cross-sectional permit unless signed & sealed b the Engineer. a. 1 2" and 5 8" Diam. bolts - 2-1 4" s x 5 16" Fire Blocking Required: Window Sill Height:Where a window is provided as the emergency escape and height of not less than 1 1 2 inches. ELECTRICAL P 9 Y 9 / / / q• / 9 / „ „ " rescue opening, it shall have a sill height of not more than 44 inches above b. 3/4 Dia. bolts-2-5/8 sq. x 5/16 . Fireblocking shall be provided to cut off all concealed draft openings 1. All electrical work shall conform to rules and regulations of the 4 17. Contractor to follow all manufacturer's specifications, recommendations and " the floor; where the sill height is below grade, it shall be provided with a 3. Outboard panes in insulating glass units and other multiple glazed - 9 installation details on all products used in this project. Notify the Engineer 3. Each bolt hole in wood shall be drilled 1 16 larger than diameter of bolt. (both vertical and horizontal) and to form an effective fire barrier between panels where the bottom edge of the glass is 25 feet or more 2017 National Electric Code, NFPA 70-2014 and the of an conflict between the plans and manufacturer's specifications, / g window well in accordance with Section R310.2.3. Y P P stories, and between a top story and the roof space. Fireblocking shalt be above grade, a roof, walking surface or other horizontal [within 2020 Residential Code of New York State. recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. provided in wood-frame construction in the following locations. 6. All exterior windows and doors occuring in hazardous locations as per Section 45 degrees or horizontal] surface adjacent to the glass exterior. 2. The Electrical equipment and wiring shall be installed in accordance this project. Contractor shall be responsible for correction of any work that Lag Bolts: 7. Glazing in guards and railings, prevents the correct installation of a specified prcduct as shown on the R308.4 of the 2020 Residential Code of New York State and indicated on floor plans 9 • 9including structural baluster panels and with chapters 34 thru 43 of the 2020 Residential Code of New York State. drawings. 1. All lag bolts where specified on plans shall be of structural grade steel. a. In concealed spaces of stud walls and partitions, including furred spaces are to have tempered glass. See glazing section of this sheet and section R308 nonstructural in-fill panels, regardless z area to height above a walking 3. Electrical work to be Fire Underwriter's inspected and approved. and parallel rows of studs or staggered studs; as follows: of the 2020 Residential Code of New York State. surface shall be considered to be a hazardous location. "wet" 18. Contractor shall be responsible for adequately bracing and protecting all work 2. Washers shall be placed under the head of lag bolts bearing on wood. - vertically at the ceiling and floor levels. 4. All electrical outlets in wet areas to be ground fault interrupter during construction against damage, breakage, collapse, distortion and Length of lag bolts shall be minimum 2/3 depth of members being bolted 7. All exterior windows and doors are to have a maximum U-value of 0.35 and 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, (G.F.I.) type. misalignment according to applicable codes, standards and good practice. together. - Horizontally at intervals not exceeding 10 ft. whirlpools, saunas, steam rooms, bathtubs, showers and indoor or a maximum solar heat gain coefficient factor of 0.40. outdoor swimming pools where the bottom exposed edge of the glazing is 5. Working clearance dimensions around electrical panel to be a 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces less than 60 inches measured vertically above any standing or walking minimum of 36 deep x 30 wide x 6'-6' high. DEMOLITION NOTES (for existing structures) exterior ore to be stainless steel or hot-dipped galvenized. such as occur at soffit, drop ceilings and cove ceilings. WIND-BORNE DEBRIS PROTECTION surface shall be considered to be a hazardous location. This shall apply to 6. All electrical work to be performed by a local licensed electrician. a single glazing and each pane in multiple glazing. Altering Structural Members: c. In concealed spaces between stair stringers at the top and bottom of Wind-Borne Design Protection: Protection of exterior windows and glass doors in Ground-Fault Circuit-Interrupter Protection. No. Date Description 1. Demolition work shall be done in strict conformance with local, state and 1. No structural member shall be omitted, notched, cut, blocked out or the run. Enclosed spaces under stairs shall have walls. under-stair surface buildings located in wind-borne debris regions if specified on the cover sheet Exceptions: Glazing that is more than 60 inches measured horizontally Locations. federal regulations, including all permits and utility cut-offs. relocated without prior approval by the Engineer. Do not alter size of and any soffits protected on the enclosed side with a 1/2" gypsum board. shall be in accordance with section R301.2.1.2 of the 2020 Residential Code and in a straight line, from the water's edge of a bathtub, hot tub, members noted without approval of the Engineer. of New York State. spa, whirpool or swimming pool or from the edge of a shower, sauna 1. All bathroom receptacles are to have G.F.C.I. protection. 2. The Contractor shall at all times provide protection against weather d. At openings around vents, pipes, ducts, cables and wires at ceilings and P P 9 P 9 or steam room. 2. All garage & accessory building receptacles are to have G.F.C.I. protection. (rain, wind, storms, frost or heat) so as to maintain all work, materials Built-up Beams: floor level, with an approved material to resist the free passage of flame Protection and Openings: Exterior glazing in buildings located in windborne Project equipment and fixtures free from damages. Repair any damage to 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber and products of combustion. debris regions shall be protected from windborne debris. Glazed opening 9. Glazing adjacent to stairs, landings and ramps where the bottom exposed edge 3. All outdoor receptacles are to have G.F.C.I. protection. property of the Owner/Client which is to remain in use, or that of any members shall be interconnected as follows: protection for windborne debris shall meet the requirements of the Large of the glazing is less than 36 inches above the plane of the adjacent walking P q 9 4, All crawl space receptacles are to have G.F.C.I. protection. Repair of Fire person, or persons on or off the site caused b the demolition work " e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section surface of stairways, landings between flights of stairs and ramps shall be p P P Y a. Members 12 and less in depth: glue and intemail w/2 rows 301.2.1.2.1 of the 2020 Residential Code of New York State. Garage door lazed considered to be a hazardous location. 5. All unfinished basements receptacles are to have G.F.C.I. protection. without additional expense to the owner. 16D nails at 12" o.c. staggered. f. Fireblockingof cornices of a two family dwelling is required at the line 9 g Damage Y 9 � q opening protection for windborne debris shall meet the requirements of an 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing 6. All kitchen receptacles that serve countertop surfaces shall have g 3. Provide all necessary temporary supports as may be required to shore ou b. Members greater than 9-1/4" in depth or multiple 3x" members of dwelling unit separation. approved impact-resisting standard or ANSI/DASMA 115. is less than 36 inches above the landing and within a 60 inch horizontal arc less G.F.C.I. protection. existingstructures prior to the installation of new structural elements through bolt with 1/2 diameter machine bolts at 24 o.c. P " � less than 180 degrees from the bottom tread nosing shall be considered to be 7. All laundry, utility and bar sink receptacles that are located within Eft. required b the demolition work shown hereon. staggered top & bottom, 1-1/2 from edges. Materials: Exception: Wood structural panels with a thickness of not less than /e q Y a hazardous location. of the outside edge of the sink are to have G.F.C.I. r 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, fireblocking shall consist inch and a span of not more than 8 feet shall be permitted for opening 9 protection. 4. Any and all conditions not shown hereon and uncovered in the field shall be members are to follow manufacture specifications protection. Panels shall be precut and attatched to the framing surrounding ROOF VENTILATION 8. Electrically heated floors, hydromassage bathtub, spa and hot tub For of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, brought to the attention of the Engineer immediately, prior to any action the opening containing the product with the glazed opening. Panels shall be locations are to have G.F.C.I. protection. Cutting of Beams,Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or Ventilation Required: involving some. _ predrilled as required for the anchorage method and shall be secured with 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored one thickness of 23/32 inch wood structural panels or one thickness of are aces Enclosed attics and enclosed rafter s formed where ceilings applied direct) 9• All receptacles within 6 feet of the outside edge of a bathtub or the attachment hardware provided. Attachment to be permanent P g pP y shower stall are to have G.F.C.I protection. 5. All existing elements to remain, shall be protected during demolition. holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 corrosion-resistant hardware provided and anchors permanently installed to the underside of roof rafters shall have cross ventilation for each seperate space located in the middle of 1/3 of the span. Notch depth of the ends at the inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets on the building. Attachment in accordance with Table R301.2.1.2 is permitted by ventilating openings protected against the entrance or rain or snow. Ventilating 6. All existing ductwork, electrical equipment, etc. in areas to be demolished member shall not exceed 1/4 the depth of the member. Holes bored or out / P or minerial wool or lass fiber or other approved materials installed in such for buildings with a mean roof height of 45 feet or less where the ultimate openings shall be provided with corrosion-resistant wire mesh, with 1/8 minimum to Arc-Fault Circuit-Interrupter Protection. Charlotte shall be protected and relocated as required according to field conditions. 9 PP 9 9 • into joist shall not be closer than 2 inches to the tip or bottom of the 1/4 maximum openings. Locations. joists and the diameter of the hole shall not exceed 1/3 the depth of the a manner as to be securely retained in place shall be permitted as an design wind speed is 180 mph or less. 7. Provide dust-tight partitions between areas where demolition acceptable fire block. Batts or blankets of mineral or lass fiber or other 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp Gemmel, work is being performed and areas which are finished or in use. joist. The tension side of beams, joists and rafters of 4 inches or greater P 9 TABLE R301.2.1.2. Minimum Area: outlets installed in kitchens, family rooms, dining rooms, living rooms, nominal thickness shall not be notched, except at ends of members. approved nonrigid materials shall be permitted for compliance with the 10 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE Pipes in Stud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs FOR WOOD STRUCTURAL PANELS (a,b,c,d) The total net free ventilating area shall not be less than 1 per 150 of the area of parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, EXCAVATION AND BACKFILL 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fireFASTENER SPACING the space ventilated. hallways, laundry areas and similar rooms or areas shall be protected by 2125 Petes Hill Road a combination type arc-fault circuit interrupter installed to provide more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to Vent Clearance: protection of the branch circuits. Orient, NY 1. Contractor shall locate and stake out all existing underground utilities prior Panel Span 4 Ft. 6 Ft. Bridging and Blocking: demostrate its ability to remain in place and to retard the spread of fire Fastener Type <P nel Span <Panel Span Where eave or cornice vents are installed, insulation a minimum of a 1" space shall be to any excavation. The utilities shown on the plans are an approximate < 4 Ft. _6 Ft. _8 Ft. MINIMUM UNIFORMLY DITRIBUTED LIVE LOADS Table R301.5 location only. 1. There shall be not less than one line of bridging when using dimensional and hot gasses. provided between the insulation and the roof sheathing at the location of the vent. lumber in every eight feet of span in floor, attic and flat roof framing. No. 8 wood screwy based 2. Excavate all areas qu indicated in the drawings. All excavations shall be the y Fire Protection of Floors anchor with 2-inch 16" 10" 8" FLASHING & CAULKING NOTES USE LIVE LOAD DEAD LOAD Town of Southold minimum depths required achieving clean undisturbed virgin soil with stable the bridgingshall consist of not less than one b three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity. " embedment length moisture content and non-shifting and non-shrinking soil characteristics. All floor assemblies are to be fire-reistance rated with a minimum of 1/2 Exterior Balconies and decks 40 psf 10 psf Suffolk County The Contractor shall be responsible for notification of poor soil characteristics 2. Block solid at all bearing supports where adequate lateral support is not gypsum wall board, 5/8" wood structural panel or equivalent on the underside No. 10 wood screw based 1. Providing metal flashing where framing lumber is in contact with soil or concrete. to the Engineer and shall not proceed with the work until receiving instructions anchor with 2-inch 16" 12" 9" Provide continuous hidden (blind) metal flashing where tops of roof intersect Fire Escapes 40 psf 10 psi ,. otherwise provided. Block all stud walls at maximum intervals of eight of the floor framing member. Penetrations or openings for ducts, vents, from the Engineer. feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping embedment length vertical wall surfaces. Provide metal step flashing around all chimneys, skylights _ 9 10P 9 P P 9Passenger Vehicle Garages 50 psf as per plan and similar openings or penetrations shall be permitted. 1/4-inch lag screw based and where sides of roof intersect vertical wall surfaces. All metal flashing shall 3. The Engineer has prepared the drawing and specifications with an assumed 3. Provide blockingunder all posts down to foundation, beam and/or columnP P „ " " --- _ P / anchor with 2-inch 16 16 16 " Unhabitable ATTICS without Storage 10 psf 10 psf "- bearing capacity of 2,000 per sq. ft. and an assumed soil characteristic of sand, with similar material. Exceptions: embedment length extend up vertically a minimum of 4 from the roof unless noted otherwise. r;;. - - v`,� silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) Unhabitable ATTICS with Storage 20 psf 10 psf " ; =` , Plywood: 1. Floor assemblies located directly over a space protected by an automatic 2. Flash, caulk and seal all junctions of new and existing roofs, walls and ti, . '�'; unless a soil test analysis has been preformed as per table R401.4.1 of the � ;: 1. All plywood shall be Doug fir or equal. It shall be manufactured and sprinkler system in accordance with Section P2904, NFPA 13D, or other a. This table is base on 180 mph ultimate design wind speeds, V,,,, penetrations, to form a watertight assembly. Habitable ATTICS and ATTICS a f' ' 2020 Residential Code of New York State. P g Y 30 psf 15 psf , �•,. .,.:1` roved equivalent sprinkler system. and a 45 foot mean roof height. PLUMBING served with fixed stairs graded in accordance with : app q P ' Ys 9 k: ,_ r. ,-s= ! ��;.. 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. U.S. Product Standard PS 1-83 for Construction and Industrial Plywood b. Fasteners shall be installed at opposing ends of the wood ROOMS other than sleeping rooms 40 psf 15 psf el II below finished grade unless noted otherwise on the plans. "APA" 2. Floor assemblies located directly over a crawl space not intended for structural panel. Fastners shall be located not less than 1 inch 1. All plumbing work to be installed in strict accordance with the1. °c - ' 2. Each plywood sheet shall bear the APA trademark. storage or fuel-fired appliances. 2020 Residential Code of New York State and local codes. Sleeping Rooms 30 psf 15 sf 5. All backfill shall be clean ranular fill. from the edge of the panel. P - _ g 3. All end joints shall be staggered and shall butt along the center lines 3. Portions of floor assemblies shall be permitted to be unprotected where c. Anchors shall penetrate through the exterior wall covering with an 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists Stairs 40 psf 10 psf b i f framing members.6. No Backfill shall be permitted against concrete or masonry foundation walls ocomplying with the following: embedment length of not less than 2 inches into the building frame. shall be located as close as possible to center joist span to maintain without floor framing or proper bracing as required to prevent damage to walls. 4. The face grain of the plywood shall be laid at right angles to the joists Fasteners shall be located not less than 2 1/2" inches from the structural integrity of joists. Refer to the framing section of this sheet. Guards and Handrails 200 psf lateral No Backfill shall be permitted within a minimum of two weeks after pouring. and trusses and parallel to the studs. 3.1 The aggregate area of the unprotected portions does not exceed 80 P P 9 P square feet per story. egde of the concrete block or concrete. 3. Materials for water supply and distribution systems, per tables P2906.4, Guard in-fill components 50 psf The Contractor shall be responsible for any damage to concrete or mosony wall. 5. Nails shall be placed 3/8" minimum from the edge of the sheets. d. Panels attached to masonry or masonry/stucco stucco shall be attached P2906.5 and P2906.6 of the 2020 Residential Code of New York State. 3.2 Fireblocking in accordance with Section R302.11.1 installed along the Y y/ ROOFS 30 psf 15 psf Drawn By: Checked By: Job No. 7. All grading to drain surface water away from foundation walls at a minimum The minimum nail penetration into framing members shall be 1 1/2" using vibration-resistant anchors having an ultimate withdrawal P P for 8d nails and 1 3 8" far 10d nails. perimeter of the unprotected portion to seperate the unprotected capacity of not less than 1,500 pounds. 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), at a minimum of 5% slope. / portion from the remainder of the floor assembly. P Y P A.P. V.C. 2120 6. All floors and walls shall be nailed as per nailing schedule, P Y• P3002.2 and P3002.3 of the 2020 Residential Code of New York State. Partitions: 4. Wood floor assemblies using dimension lumber or structural composite FALL PROTECTION. 5. All exterior hose bibbs are to be frost-proof type. ALLOWABLE DEFLECTION : Table R301.7 . ) CO lumber equal to or greater than 2-inch by 10-inch nominal dimension, 6. In areas prone to flooding, drainage, waste and ventsystems shall be Structural Member Allowable Deflection 1. General: or other a roved floor assemblies demonstratin a uivalent fire P g' g ' 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, pp 9 q In dwelling units, where the top of the sill of an operable window located and installed to prevent infiltration of floodwaters into the Sheet Title : on the above soil assumption. If other soils are encountered, lower bearing a• Provide solid blocking at 4'-0" o.c. between the joist and first interior performance. opening is located less than 24 inches above the finish floor and P g parallel joist at all gable walls. 9 systems and discharges from the systems into floodwaters. Rafters having slopes greater than 3/12 with no L/180 (�' values are to be assumed and the foundation must be redesigned. Combustible Insulation Clearance greater than 72 inches above the finish grade or other surface below finished ceiling attached to rafters. General 1 dotes b. Splices of the top and bottom portion of double top plates must be on the exterior of the building, the operable window shall comply with 7• In areas prone to flooding, vents shall be located at or above the 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a staggered a minimum of 24". Combustible insulation shall be seperated not less than 3 inches from one of following: design flood elevation. Interior Walls and Partitions H/180 minimum 3,500 s.i. recessed luminaires, fan motors and other heat-producing devices. P c. Joints in top plate need not occur over studs. 8. All plumbing fixtures to be installed as per Chapter 27 of the Floors and Plastered ceilings Exceptions 1. operable windows with openings that will not allow a 4 inch diameter g L/360 3. Concrete shall be air-entrained. Total air content (percent by volume of concrete) d. Lap top plates at corners and intersections. sphere to ass through the opening where the opening is on its 2020 Residential Code of New York State. shall not be less than 5% or more than 7%a Where heat-producing devices are listed for lesser clearances, P P 9 P g P g All other Structural Members L/240 e. Plates shall not be less than 2 x nominal thickness. largest opened ,position. 9. Vents: (sect. P3103.1 - P3103.4) combustible insulation complying with the listing requirements shall be Exterior Walls with plaster or stucco finish H/360 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the f• Notching: Any stud in on exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. 2. operable windows that are provided with window fall prevention devices 10. For trap sizes, see table P3201.7 on plumbing riser diagram a narrowest distance between forms or three-fourths the clear spacing between permitted to be cut or notched to a depth not exceeding 25 percent its Exterior Walls - wind loads with brittle finishes H 240 reinforcing bars or between a bar and the side of the form. width. Studs in nonbearing partitions shall be permitted to be notched to that comply with ASTM F 2090. a / 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement a depth not to exceed 40 percent of a single stud width. Refer to details Exterior Waits wind loads with flexible finishes H/120 and foam insulation, a composite of cement and wood chips, or other approved for excessive notchin studs. ATTIC ACCESS 3. operable windows that are provided with window opening control devices material suitable for supporting and containing concrete. Forms shall provide g that comply with section R312.2.2. Lintels Supporting Masonry Veneer Walls _t__ L/600 Drawing No. sufficient strength to contain concrete during the concrete placement g. Drilling:Any stud shall be permitted to be bored or drilled, provided An attic access shall be provided for any attic areas that exceed 30 square feet operation. Form ties shall be steel, solid plastic, foam plastic, a composite that the diameter of the resulting hole is not more than 60 percent and have a vertical height of 30" or more. The rough framed opening shall not Section R312.2.2(window opening control devices) Note : L=Span Length, H=Span Height of cement and wood chips, a composite of cement and foam plastic, or other of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22"x30" and shall be located in a hallway or other readily accessible P P P the edge of the stud, and the hole is not located in the same section location. A 30" minimum obstructed headroom in the attics ace shall be provided Window opening control devices shall comply with ASTM F 2090. [ //�_ 147 suitable material capable of resisting the forces created by fluid pressure of 9 P The window opening control device, after operation to release the fresh concrete. as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. control device allowing the window to fully open. shall not reduce the drilled over 40 percent and up to 60 percent shall be doubled with not net clear opening area of the window unit to less than the area more than two successive doubled studs bored. Refer to details for required by section R310.2.1. excessive drilling of studs. ENERGY/ CONSERVATION INSULATION SCHEDULE (thermal envelope) BUILDING THERMAL ENVELOPE 19. Building framing cavities shall not be used as ducts or plenums. 1. These plans are designed to be in accordance with the 2020 20. Mechanical System piping insulation shall be capable of carrying fluids above 105 F House Com R Value Insulation Insulation Moisture Air Barrier or below 55Component Vladimir Constant PE 'F with a minimum of R-3 insulation. p ( � Thickness Type Barrier Sealing Remarks � Residential Code of New York State and the 2020 Energy 7 Melrick Ct. Conservation Construction Code of New York State for a climate zone of 4A. 21. Mechanical Ventilation.The building shall be provided with ventilation that meets the Floor system assembly R-30 911 Fiberglass Westbury, NY 11590 2. The interior design temperatures used for heating and cooling load requirements of Section M1507 of this code or the International Mechanical Code, over unconditioned Batts N Phone: (516) 779-2343 calculations shall be a maximum of 72°F for heating and a minimum as applicable, or with other approved means of ventilation. Outdoor air intakes and L cellar spaces exhausts shall have automatic or gravity dampers that close when the ventilation 0 Email: v.constant@yahoo.com . of 75°F for cooling. g Y P 3. All materials, systems and equipment shall be installed in accordance with system is not operating. _0 the manufacturers instructions and the 2020 Residential Code of New York State � These plans are an Instrument of service and and the 2020 Energy Conservation Construction Code of New York State. 22. Equipment Sizing. Heating and cooling equipment shall be sized in accordance with Vented are the exclusive property of the Engineer. Infringements of the concepts and design ideas with ACCA Manual S based on building loads calculated in accordance with ACCA 01"t74 prosecuted presented on these drawings shall be 4. Certificate: A permanent certificate shall be completed by the builder or other Manual J or other approved heating and cooling calculation methodologies. New or Attic t7ow baffle between rafters to provide prosecuted to the fullest extent of the law. approved party and posted on a wall in the space where the furnace is located, PP 9 g g a min. of 1"of ventilation copyright may b11 rights reserved, no part of replacement heating and cooling equipment shall have an efficiency rating equal to `� the plans may be reproduced without the a utility room or an approved location inside the building. or greater than the minimum required b federal law for thegeographic location expressed written consent of the Engineer. Where located on an electrical panel, the certificate shall not 9 q y � closed cell spray foam insulation where the equipment is installed. over top of plate to a point of (Engineer of Record) cover or obstruct the visibility of the circuit directory label, service 9"tall for transition to batts Fiberglass Manual J&S is required for any new or replaced heating or cooling equipment � ' '" � Exterior interior „ disconnect label or other required labels. The certificate shall list the " r: f Ys (typical only at rafter splay) Walls(2"x6") side R-21 5-1/2 gaffs required predominant R-values of insulation installed in or on ceiling/roof, walls - ,'; X. f' (4.5"x R-6.7 per inch=R-30) N foundation slab, basement wall, crawls ace wall and/or floor and ducts `' x _ exterior 'Dow'Tuff-R 'Dow'TUFF-R to be applied over exterior ( P / ) , {v?x >_,. >' side R-3 1/2" outside conditioned spaces; U-factors for fenestration and the solar heat 23. Lighting.Not less than 75 percent of the lamps in permanently installed lighting ' ?a XPS rigid insulation wall sheathing with taped seams Z,;fv d gain coefficient (SHGC) of fenestration, and the results from any required fixtures shall be high-efficacy lamps or not less than 75 percent of the y `. space around exterior window/ duct system and building envelope air leakage testing done on the permanently installed lighting fixtures shall contain only high-efficacy lamps. - - -I �`� door jambs required ti building. Where there is more than one value for each component, the Exception: Low-voltage lighting. certificate shall list the value covering the largest area. The certificate typical flat ceiling , F , shall list the types and efficiencies of heating, cooling and service water insulation yP 9 9 (see insulation schedule) R E S 1 0 E N T I A L-C 0 M M E R C I A L heating equpiment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the air barrier caulking Alessio Petrella certificate shall list "gas-fired unvented room heater", "electric furnace" or Recommended Testing Agency: `O*. "baseboard electric heater", as appropriate. An efficiency shall not be Integrity Home Energy Assessments: (631)325-4006 j ' Flat ceiling R-38 „ Fiberglass 1050 W Jericho Turnpike Suite A listed for gas-fired unvented room heaters, electric furnaces or electric ' 12 Batts required required see over exterior wall plate N Smithtown, NY 11787 Phone: 631 522-4777 baseboard heaters. ,' R-30c 8" Fiberglass Provide baffles between rafters with a min. of ( ) 0) Vaulted ceiling Batts required 7. Insulation and Fenestration Requirement by Component. continuously vented soffit 1"air space for ventilation Email:alessio@prohomedesignsllc.com iII _ Refer to insulation schedule. typical exterior wall typical siding - 8. Eave Baffle.For air-permeable insulations in vented attics, a baffle shall insulation V (Project Designer) be installed adjacent to soffit and eave vents. Baffles shall maintain an HEATING, VENTILATION & COOLING (see insulation schedule) 1/2"'DOW tuff-r continuous rigid insulation board tape all seams 9 � p opening equal or greater than the size of the vent. The baffle shall Combustion Air extend over the top of the attic insulation. The baffle shall be permitted terminate to underside of baffle as shown Solid Fuel � 1/2"CDX plywood sheathing to be any solid material. p y`N 9 Burning appliances shall be provided with combustion air in accordance with the Window / Door Type (U) 4/28/21 Existing Conditions 9. Attic and Crawl Space Access Hatches and Doors. Access doors from appliance manufacturers installation instructions. Oil-fire appliances shall be N U Factor S.H.G.C. Remarks conditioned spaces to unconditioned spaces such as attics and crawl spaces be provided with combustion air in accordance with NFPA 31. 5/10/21 Issued for Construction shall be weatherstripped and insulated to a level equivalent to the insulation Typical Flat CeiIing Insulation 00 Double Hung Windows 0.30 0.30 on the surrounding surfaces. Access shall be provided to all equipment that Ducts prevents damaging or compressing the insulation. A wood-framed or Duct Insulation & Baffle D eta i I at Rafter Splay 0 Casement Windows P 9 9 P 90.30 0.30 equivalent baffle or retainer is required to be provuded when loose-fill All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 insulation is installed, the purpose of which is to prevent the loose-fill All other ducts shall be insulated to a minimum of R-6. from spilling into the living space when the attic access is opened, and to Duct Sealing 1-1/2" = 1 '-O'• ; Awning Windows 0.30 0.30 provide a permanent means of maintaining the installed R-Value of the All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be loose-fill insulation. 0 Hinged Doors 0.30 0.30 made substantially airtight by means of fastners, welds, tapes, mastics, gasketing '0 a 10.Air Leakage. The building thermal envelope shall be constructed to limit or other approved closure systems. C Sliding Doors air leakage. The sealing methods between dissimilar materials shall allow Duct Support 0.30 0.30 for differential expansion and contraction. Refer to the air barrier and Metal ducts shall be supported b 1/2" with 18 gage metal straps or 12 gage insulation installation schedule. PP y / 9 g P g 9 ,!u Skylights N/A N/A galvanized wire at intervals not exceeding 10 feet or other approved methods. typical exterior wall 11. Testing. The building or dwelling unit shall be tested and verified as having Nonmetallic ducts shall be supported in accordance with the manufacturers insulation an air leakage rate of not exceeding three air changes per hour in Climate Zone installation instructions. (see insulation schedule) IiI 3 through 8. Testing shall be conducted in accordance with ASTM E 779 or ASTM Notes: Duct Separation air barrier caulking typical siding E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals). Where required " - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. by the code official, testing shall be conducted by an approved third party. A Ducts shall be installed with at least 4 separation from the earth except where they meet the requirements for underground duct systems. 1/2"'DOW tuff-r continuous - See Typical Insulation Details, same sheet written report of the results of the test shall be signed by the party conducting second floor the test and provided to the code official. Testing shall be performed at any time Ducts located in garages and ducts penetrating the walls or ceilings seperating the ==_- -- - rigid insulation board,tape all seams after creation of all penetrations of the building thermal envelope. dwelling from the garage shall be constructed of a minimim No. 26 gage sheet No. Date Description metal or other approved material and shall not have opening into garage. 1/2"CDX plywood sheathing During Testing: air barrier caulking 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not I sealed, beyond the intended weatherstripping air other infiltration control measures. � typical exterior wall Project 2. Dampers including exhaust, intake, makeup air" backdrafand flue dampers shall insulation be closed, but not sealed beyond intended infiltration control measures. (see insulation schedule) Repair of Fire 3. Interiror doors, if installed at the time of the test, shall be open. 4. Exterior door for continuous ventilation systems and heat recovery ventilators �I Air Barrier and Insulation Installation Schedule Table N1102.4.1.1 (R402.4.1.1) Damage shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be air barrier caulking Component Air Barrier Criteria Insulation Installation Criteria turned off. 6. Supply and return registers, if installed at the time of the test, shall be typical exterior wall , A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a For full open. insulation , sealing material. y P en (see insulation schedule) , General Requirements The exterior thermal envelope contains a continuous air barrier. 12. Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting doors on Breaks or joints in the air barrier shall be sealed. factory-built fireplaces listed and labeled in accordance with UL 127, the The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be doors shall tested and listed for the fireplace. Where using tightfitting doors on masonry fireplaces, the doors shall be listed and labeled inn 0 baffle between rafters to provide Typical Second Floor the insulation and any gaps in the air barrier sealed. aligned with air barrier. Charlotte r a min.of V of ventilation Ceiling/Attic accordance with UL 907. Access openings,drop down stairs or knee wall doors to 13. Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Insulation DetaiI unconditioned attic spaces shall be sealed. Gemmel. provide combustion air to open combustion fuel-burning appliances, the appliances `. The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be and combustion air opening shall be located outside the building thermal envelope 1-1/2" = 1 '-O" be sealed. insulated b completely fillip the cavity with a material having 2125 Petes Hill Road or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall Y P Y 9 Y 9 be sealed and insulated in accordance with the envelope requirements of Table The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. `:`':, Walls Orient, lY vaulted ceiling exterior walls shall be sealed. N1102.1.2, where the walls, floors and ceilings shall meet a minimum of the typicalinsulation '`�'., basement wall R-value requirement. The door hto the room shall be full asketed Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be q Y 9 (see insulation schedule) installed in substantial contact and continuous alignment with and any water lines and ducts in the room insulated in accordance with Section The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. N1103. The combustion air duct shall be insulated where it passes through 1/2"rigid insulation backer shall be continuously sealed Town of Southold the conditioned space to a minimum of R-8. between each rafter P `� '� Windows,skylights The space between window/doorjambs and framing,and Suffolk County 14. Recessed Lighting. Recessed luminaires installed in the building thermal envelope shall :. and doors skylights and framing shall be sealed. air barrier caulking 1 be sealed to limit air leakage between conditioned and unconditioned spaces. All , typicali recessed luminaires shall be IC-rated and labeled having an air leakage rate not �1_____ ( insulation r wall ) Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf ----- f see Insulation schedule l 1 -typical sidini The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain pressure differential. All recessed luminaires shall be sealed with a gasket or caulk , tyP 9 _ between the housing and the interior wall or ceiling covering. air barrier caulking air barrier caulking Floors exposed edge of insulation. permanent contact with the underside of subfloor decking, or �' :-� •-= 1/2„,DOW'tuff-r includingabove a and floor framing cavity insulation shall be permitted to be in contact 15. Programmable thermostat.The thermostat controlling the primary heating or cooling `, garage first floor 'I: continuous rigid cantilevered floors with the top side of sheathing, or continuous insulation installed � .; ,a r . system of the dwelling unit shall be capable of controlling the heating and cooling insulation board Ys 9 P 9 9 9 �o _ on the underside of floor framing; and extends from the bottom to system on a daily schedule to maintain different temperatures set points at different - _ - - tape all seams - p the top of all perimeter floor framing members. times of the day. This thermostat shall include the capability to set back or i 1/2"CDX • continuously vented soffit 1 temporarily operate the system to maintain zone temperatures down to 55*17 Exposed earth in unvented crawl s or up i plywood sheathing p paces shall be Where provided instead of floor insulation, insulation to 85°F. The thermostat shall initially be programmed by the manufacturer with a 1 Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl - heating temperature set point no higher than 70°F and a cooling temperature set ' overlapping joints taped. space walls. typical exterior wall , 1 air barrier caulking point no lower than 787. insulation (see insulation schedule) ,',' l Shafts,penetrations Duct shafts, utility penetrations,and flue shafts opening 16, Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a to exterior or unconditioned space shall be sealed. PP Y 1 typical siding minimum of R-8. All other ducts shall be insulated to a minimum of R-6. Batts in narrow cavities shall be cut to fit, or narrow Drawn By: Checked By: Job No. 17. Duct Sealing. All ducts, air handlers and filter boxes shall be sealed. Joints and pica)floor Insulation Narrow Cavities cavities shall be filled by insulation that on seams shall be made substantially airtight by means of fastners, welds, tapes, (see insulation sch.) installation readily conforms to the available cavity A.P. V.C. 2120 mastics, gasketing or other approved closure systems. space. 18, Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the grade Garage Separation Air sealing shall be provided between the garage methods: plywood sheathing and conditioned spaces. Sheet Title following 1. Rough-in test: Total leakage shall be measured with a pressure differential of Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal Ener Notes Recessed lighting thermal envelope shall be sealed to the finished surface. envelope 0.1 inch w.g. across the system, including the manufacturer's air handler - P pe shall be airtight and IC rated. enclosure if installed at the time otherwise sealed during the test. Typical Vaulted Ceiling of the test. All registers shall be taped or Batt insulation shall be cut neatly to fit around wiring and plumbing Ty p i ca I First Floor Plumbing and wiring in exterior walls,or insulation that on installation readilly conforms Insulation Sch■ 2. Postconstruction test: Total leakage shall be measured with a pressure differential to available space shall extend behind piping and wiring. of 0.1 inch w.g. across the entire system, including the manufacturer's air Insulation & Baffle DetaiI Insulation DetaiI The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and - Insulation Dt I■ handler enclosure. Registers shall be taped or otherwise sealed during the test. Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. Exception: A duct air leakage test shall not be required where ducts and 1-1/2" = 1 '-O" air handlers are located entirely within the building thermal envelope. Electrical/phone box on The air barrier shall be installed behind electrical or communication A written report of the results of the test shall be signed by the party exterior walls boxes or air-sealed boxes shall be installed. conducting the test and provided to the code official. HVAC supply and return register boots that penetrate building thermal envelope DrawingNo. : HVAC register boots shall be sealed to the subfloor,wall covering or ceiling penetrated by the boot. When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. ELECTRICAL PSPN516Z conform ABBREVIATIONS LEGEND ACID ALKALINE COPPER QUATERNARY L.C. LINEN CLOSET PSPN516Z f NFA rules and regulations of the - MAX MAXIMUM MATERIALS RPS28 MSTC52 2017 National Electric Code, NFPA 70-2014 and the 2020 Vladimir Constant, PE ACT ACOUSTICAL TILE 2 . MINIMUM :..: oequ pm ng s accordance �, Residential C New York State. 7 Melrick Ct AL ALUMINUM MIN The Electrical MASONRY OPENING chapters;•,, equipment and wiring hall be installed in Westbury, NY 11590 ' ALT ALTERNATE MO BRICK VENEER EARTH ' •'�.:':,. ,.. with chapt s 34 thru 43 of the 2020 Residential Code of New York State. AFF ABOVE FINISHED FLOOR MRB MARBLE 3. Electrical wo Phone: 516 779-2343 rk to be Fire Underwriters Inspected and approved. ( ) ABOVE SUBFLOOR M.S. MARBLE SADDLE ASF A " " Email: v.constant@yahoo.com 4. All electrical outlets in wet areas to be round fault interrupter y A.S. ALUMINUM SADDLE MTL METAL CONCRETE MASONRY UNIT INSULATION (THERMAL) 9 P A.P.B. ANTHONY POWER BEAM N/A NOT APPLICABLE (G.F.I.) type. 5. Working clearance dimensions around electrical panel t These plans ars an Instrument of service and B.C. BRICK COURSES NIC NOT IN CONTRACT COMPOSITE MATERIAL g p o be a ( ) STEEL PVC or CO OS R " " „ are the exclusive property of the Engineer. BD BOARD NOM NOMINAL minimum of 36 dee x 30 wide x 6' -6 high. Infringements of the concepts and design ideas Ppresented on these drawings shall be BOT BOTTOM NR NOT REQUIRED 6. All electrical work to be performed b a local licensed electrician. prosecuted to the fullest ATER OR t PIPE P Y P extent of the law. BLDG BUILDING NTS NOT TO SCALE ROUGH WOOD RIGID INSULATION Copyright 2021:A11 rights reserved, no part of CBB CEMENT BACKER BOARD OC ON CENTER(S) Ground-Fault Circuit-Interrupter Protection, the plans may be reproduced without the expressed written consent of the Engineer. CL CLOSET OCC. OCCUPANT(S) - �, Locations. } CONCRETE FINISH WOOD OH OVERHANG (Engineer of Record 1. All ( g ) CLG CEILING m bathroom receptacles are to have G.F.C.I. protection. CLR CLEAR ANCE PART. PARTITION - 3 cn i . 2. All arae & accessory building receptacles are PANTRY CLOSET ss1.5 m garage Y 9 P to have G.F.C.I. protection. COL COLUMN P.C. PLYWOOD GYPSUM BOARD o, NSI P.L. PROPERTY LINE 3. All outdoor receptacles are to have G.F.C.I. protection. CONC CONCRETE �, P P.T. PRESSURE TREATED D CONT CONTINUOUS S m / - ,* : .. � C 4. All crawl space receptacles are to have G.F.C.I. protection. �, CMU CONCRETE MASONRY UNIT PT-EGS PAINT, EGGSHELL SHEEN NS1 a 8 ' 5. All unfinished basements receptacles are to have G.F.C.I. protection. i CT CERAMIC TILE PT-FL PAINT, FLAT SHEEN CD 0 P P CS CORRIDOR SUPPLY PT-SG PAINT,SEMI-GLOSS SHEEN SYMBOLS ° ° m v 6. All kitchen receptacles that serve countertop surfaces shall have C.J. CEILING JOIST PKT POCKET section "umber a L G.F.C.I. protection. r QT QUARRY TILE A NS1 U r r ra CANT. CANTILEVER 1SECTION a 7. All foundry, utility and� EXISTING WALL A-5 t n bar sink receptacles that are located within Eft � i •- Y Y P , U I 6 CMD CARBON MONOXIDE DETECTOR RAD RADIUS �`� of the outside edge of the sink are to have G.F.C.I. sheet number °° = RESIDE N T I A L•C O k M M E R C I A l Hss2 s sx� �� � 9 protection. DIA DIAMETER REQ'D REQUIRED detail NEW PARTITION 2 - number = 8. Electrically heated floors, hydromassage bathtub, spa and hot tub DIM DIMENSION REV REVISION(S), REVISED ;i/ /%% t Y LINES--- RM INES RM ROOM "� OR�detan 2 �. locations are to have G.F.C.I. protection. Alessio Petrella DR DOOR area A_4 DETAIL U 010 RJ ROUGH JAMB a DTL DETAIL sheet > 9. All receptacles within 6 feet of the outside edge of a bathtub or 1050 W Jericho Turnpike Suite A DWG DRAWING R.C.N.Y.S. RESIDENTIAL CODE OF number 2 HSS2-3-SDS1.5 shower stall are to have G.F.C.I protection. Smithtown, NY 11787 DN DOWN NEW YORK STATE DOOR Ns1 EA EACH R.R. ROOF RAFTER REVISION CLOUD ELECTRICAL WIRING C�) y :.• .' �: Phone: (631) 522-4777 EL ELEVATION �;,;'. Arc-Fault Circuit-Interrupter Protection. R/R REMOVE&REPLACE o EQ EQUAL WINDOW 0' �Ns1 Email:alessio@prohomedesignsllc.com • Locations. SAB SOUND ATTENUATION BLANKET - STRUCTURAL BEAM PSPN516Z LOAD BEARING WALL (with HVAC Chase) 1. All branch circuits that supply 120-volt single-phase, 15 & 20 am EX EXISTING SEC SECTION MSTC52 PP y f dining livingP (Project Designer) EXH EXHAUST 211 WINDOW/ EXT. DOOR NUMBER PSPN56z outlets installed in kitchens, amity rooms, lning rooms, rooms, S.F. SQUARE FEET ,.: parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, EXT EXTERIOR two-digit00/ sIM sIMILAR id�tif�cation (see schedule) JOISTS / RAFTERS � P EF EXHAUST FAN num level hallways, laundry areas and similar rooms or areas shall be protected b SPR SPRINKLER(HEAD) floor level •:«° RPS28Z Ys. Y P y a combination type arc-fault circuit interrupter installed to provide EW EGRESS WINDOW SQ SQUARE 211 INTERIOR DOOR NUMBER 22 REVISION NUMBER protection of the branch circuits. 4/28/21 Existing Conditions FAI FRESH AIR INTAKE SS STAINLESS STEEL two-digit P 9 FC. FIRE CODE identlf�catlon (see schedule) Single-and Multiple-Station Smoke Alarms. 5/10/21 Issued for Construction STC SOUND TRANSMISSION CONTROL num er FD FLOOR DRAIN STD STANDARD floor level SMOKE DETECTOR Plumbing , EIectricaI & HVAC Protection Guards All smoke alarms shall be listed in accordance with UL 217 and FIN FINISH(ED) STL STEEL FLR FLOOR ING 11 ROOM NUMBER installed in accordance with the provisions of Section 8314 of the ( ) SD SMOKE DETECTOR two-digit 12 E orizontal identlgDation not t0 Scale FPSC FIRE PROOF SELF-CLOSING T.C. TOP OF CURB number (see schedule) � ROOF PITCH 2020 Residential Code of New York State and comply with the provisions 5 E--vertical FT FOOT(FEET) TEL TELEPHONE floor level of NFPA 72. F.J. FLOOR JOIST THK THICK(NESS) 0---- WALL TYPE -------- ABOVE / BELOW/ HIDDEN Locations. (Section R314.3) GA GAGE,GAUGE T.O.S. TOP OF SLAB Single and multiple-station smoke alarms shall be installed in GALV GALVANIZED TP. TOILET PAPER the following locations: GFI GROUND FAULT INTERRUPT TPF TEXTURED PAINT FINISH -- ELEVATION MARKER - CENTERLINE 1. In each sleeping room. GL GLASS T.S.P. TEXTURED SPRAY PAINT 2 elevation number GWB GYPSUM WALL BOARD TX TOILET EXHAUST 2. Outside of each separate sleeping area in the immediate 1 DRAWING REFERENCE A4 s INTERIOR ELEVATION vicinity of the bedrooms. ' GYP. BD. GYPSUM BOARD TXF TOILET EXHAUST FAN � 3. On each additional story of the dwelling, including (basements 'GP' GEORGIA-PACIFIC TV TELEVISION (see reference notes, same sht.) 4 sheet number y g g HC HOLLOW CORE and habitable attics but not including crawl spaces and uninhabitable TYP TYPICAL attics. In dwellings or dwelling units with split levels and without HDW HARDWARE TEMP TEMPERED an intervening door between the adjacent levels, a smoke alarm HM HOLLOW METAL U.O.N. UNLESS OTHERWISE NOTED installed on the upper level shall suffice for the adjacent lower HOR HORIZONTAL VB VINYL BASE level provided that the lower level is less than one full story HP HIGH POINT VCJ VERTICAL CONTROL JOINT below the upper level. HR HOUR(S) VCT VINYL COMPOSITION FLOOR TILE HT HEIGHT VIF VERIFY IN FIELD 4. Smoke alarms shall be installed not less than 3 feet horizontally HD HEAD VWC VINYL WALL COVERING from the door or opening of a bathroom that contains a bathtub HVAC HEATINGNENTILATING/AIR CONDITIONING WC WATER CLOSET re shower unless this would prevent placement of a smoke alarm required by Section R314.3. IN INCH(ES) WD WOOD No. Date Description INT INTERIOR WR WATER RESISTANT When more than one smoke alarm is required to be installed within an INV INVERT ZR ZONING RESOLUTION individual dwelling unit the alarm devices shall be interconnected in JT JOINT such a manner that the actuation of one alarm will activate all of the KIT KITCHEN alarms in the individual dwelling unit. The alarm shall be clearly audible in LAV PLUMBING all bedrooms over background noise levels with all intervening doors closed. Project LAVATORY • LVL LAMINATED VENEER LUMBER 1. All plumbing work to be installed in strict accordance with the 2020 Combination Detectors. Repair of Fire Residential Code of New York State and local codes. Combination smoke and carbon monoxide alarms shall be permitted 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists to be used in lieu of smoke alarms. Damage 300 3"0 shall be located as close as possible to center joist span to maintain Power Source. vent thru roof . � vent thru roof " structural integrity of joists. Refer to the framing section of this sheet. The required smoke alarms shall receive their primary ower from (typ. all vents) 001- (typ. all vents) ao q P Y P Roof J Roof 3. Materials for water supply and distribution systems, per tables P2906.4, the building wiring when such wiring is served from a commercial source, 3"0 P2906.5 and P2906.6 of the 2020 Residential Code of New York State. and when primary power is interrupted, shall receive power from a For battery. Wiring shall be permanent and without a disconnecting switch vent 3"0 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), other than those required for overcurrent protection. Smoke alarms Vent .µ P3002.2 and P3002.3 of the 2015 Residential Code of New York State. shall be permitted to be battery operated when installed! in buildings Bath rm. #2 ___ _ __ Bath rm. #3 5. All exterior hose bibbs are to be frost-proof type. without commercial power. T 6. In areas prone to flooding, drainage, waste and vents systems shall be 9 Ys Carbon Monoxide Alarms.(Section 915 of the 2020 R.C.O.N.Y.SJ Charlotte r I ( I I I I 'T located and installed to prevent infiltration of floodwaters into the Carbon monoxide alarms shall be installed in the following locations: systems and discharges from the systems into floodwaters. I R/R R/R- I I R/R--4 I R/R R/R I , 1. Carbon Monoxide are required on each level on which sleeping 2"� vent 3"0 vent I I 13"0 vent I I 12"0 vent 12"0 vent 7.7. In areas prone to flooding, vents shall be located at or above the spaces are located, within 15ft. of the sleeping area. Gemmel R/R--4 I I ( I ( 2"0 vent design flood elevation. More than one carbon monoxide alarm shall be provided 2"0 vent ) R/R Lay. ( Lay. Lay. I where necessary to assure that no sleeping area on a story ( 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 is more than 15ft. away from a carbon monoxide alarm. 2125 PeteS Hill Road R/R I I I Residential Code of New York State. R/R 2"0 toilet R R R R TR�Rs 2"0 Shower 2. On any story where afuel-fired appliances and equipment,Second Flr. R/R Tu waste o liR bidt e Tub Second Fir. 9. Vents: (sect. P3103.1 - P3103.4) solid-fuel burning appliances and equipment, Orient, 1Y fireplaces or attached garages are located. 10. For trap sizes, see table P3201.7 on plumbing riser diagram Interconnection of Carbon Monoxide Alarms& Detectors: I I When more than one carbon monoxide alarm or detector is required to Town of Southold _ " be installed within an individual dwelling unit or sleeping area, the R/R 2.0 R/R 3"0 i Powder I R/R 3"0 Ras e"0 Rwa t 0 alarm devices shall be interconnected in such a manner that the actuation Suffolk County wastewaste I Room #2 I waste of one alarm will activate all of the alarms in the individual unit. SIZE OF TRAPS FOR PLUMBING FIXTURES Powder The alarm shall be clearly audible in all bedrooms over background noise -`- Bath rm. # table P3201.7 levels with all intervening doors closed. • Room' _ _ •r 1 �-' I i"- _ Plumbing Fixture Trap Size R R Kitchen ( I Bathtub(with or without shower head Equipment. r'' _ ''_.,� r I 2"0 vent ( I I and/or whirlpool attachements) Carbon Monoxide alarms shall be listed, labeled as complying with ,break R/R R/R I I I ( UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and , 2 0 vent 3 0 vent I R/R Sink I ( I Bidet 1-1/4" y g Lound I labeled as complyingwith UL2075 and shall meet the sensitivity testing _ /food grinder I I g Lay. ( I Lay. I Clothes washer standpipe 2° and alarm thresholds of UL2034 or CSA 6.19. Carbon (Monoxide alarms, R Lay. I detectors and alarm control units shall be installed in accordance R/R e R R W.C. W.C. Dishwasher(on separate trap) 1-112" with the R.C.N.Y.S. and the manufacturers installation instructions. R/R R/R 2"0 toilet D.W. First Fir. W.M. wasteTub First Fir. Floor Drain 2" Power Source. Kitchen Sink(on or two traps,with or Carbon Monoxide alarms and detectors shall receive their primary power R/R Y"0 waste 4"0 _ ( without dishwasher and food waste disposer) 1-1/2 from the building wiring, where such wiring is served from a commercial fF,A,I, source and shall be equipped with a battery backup system that Laundry Tub 1-112" automatically provides ower from one or more batteries when primary R/R 2"0 " " � / Y P P P y Drawn By: Checked By: Job No. waste R/R 3 0 R/R .0 / Lavatory 1-1/4" power is interrupted. Wiring shall be permanent and without a waste disconnecting switch other than those required for over current protection. Cellar / Shower(based on the total flow rate through A.P. V.C. 2120 3"0 waste stack " / showerheads and bodysprays) Listings. 3 0 waste stack / flow rate: Carbon monoxide alarms shall be listed in accordance with UL 2034. / 5.7 gpm and less 1-1/2" C.O. / more than 5.7 gpm up to 12.3 gpm 2" Combination Alarms. Sheet Title C.O. / more than 12.3 gpm up to 25.8 gpm 3" Combination carbon monoxide/smoke alarms shall be an acceptable Electrical Notes otes 4"0 Waste / more than 25.8 gpm up to 55.6 gpm 4" alternative to carbon monoxide alarms. Combination carbon monoxide/ 1/4" pitch 4"0 Waste / House Trap To Existing smoke alarms shall be listed in accordance with UL 2034 and UL 217. Sanitary System - P l u m b g Notes 1/4" pitch Cellar _EV - Plumb'g Riser PlumbingRiser Diagram Drawing No. not tc> scale Vladimir Constant, PE 7 Melrick Ct. Westbury, NY 11590 Phone: (516) 779-2343 Email: v.constant@yahoo.com These plans are an instrument of service and are the exclusive property of the Engineer. Infringements of the concepts and design Ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2021:All rights reserved, no part of the plans may be reproduced without the expressed written consent of the Engineer. (Engineer of Record) NJ 10 U> [ I v RL r, r r4 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- i , I R E S I D E N T I A L-C 0 M M E R C I A L r— -------------------------------------------------- --------------------------------------� ----------------------------------- -- ---------------------------------- ------------------------------ Alessio Petrella N N °E'v - 1050 W Jericho Turnpike Suite A o N a3 I Smithtown, NY 11787 rn l E __X aEi ________�__ i Phone: (631) 522-4777 N v l o iLU ; Email:alessio@prohomedesignsllc.com u I I I I I I I Existing W ° (Project Designer) I i Boiler existi x Li �9 W ( o o E I X p I I I I I I xisting , m � I I I I HWH _ c ex�Stih9 I u ° i i i 4/28/21 Existing Conditions J II I I r i x E ' ca i i ; 5/10/21 Issued for Construction (V N I � � - i xisting ; o I I I I WellE ca W o Existing Unfinished Cellar sfsf� sf� - i I Existing(3)2 x12 Existing(3)2"x12" Existing(3)2"x12" _ I �----� i e'�iSti i low beam to remain low beam to remain low beam to remain 1 I i f h9 CV I I , I E I , /j Existing 2"x10"F.J. N Existing 2"x10"F.J. ' ' Existing 2"x10"F.J. at 16"oc to remain c at 16"oc to remain I o E - ( c at 16"oc to remain LD , j I N iV aK ;3 X I E O I I I Xl +y XIE N O I , L I i ltl _ N � � O cN 0 � I E Cn E W c6 I S.D. N ' 1 i ; No. Date Description X eyistiry9 w l o '1' f o I C.M. I I I f I I --------------------------- I I ------ � I I g i i i i i i I I I i , Project I I I I P I 1 -------------------------- I Repair of Fire r----------J ----- — — — — — —I--I-- —i —�—L —, F— ----------------------� I ---------------------- —1 I L------------- Damage I I � � I ; I I I I , , I , I I Unexcavated Existing I i i i i i i I Air Handler I For I I I L-------------------------J I I I I I I I I I I I I I I I I I I i I I I I I----------------------------- I , -- jI j i--------------------------J exist'g I I L----------------- Charlotte ----------------� i �---------------- E.P. -------------- I I I Ii L----------- emmel I I I I I I I I I I I I 2125 Petes Hill Road I Existing Orient, NY Slab On Grade Town of Southold Suffolk County I I I -- I - I I , I ir LEGEND : L ' ---------� Exist'g Foundation Wall to remain L------------------------------ I I I -------------- I I I I L------------------------------------------------------ New Foundation Wall --------------- I I --------------------------------------------------------------� On Footing top of wall (0'-0") Drawn By : Checked By : Job No. --------------- Lower Top -of Wall (see plan) A.P. V.C. 2120 New Poured Concrete Footing Sheet Title I Foundation Plan Detail Symbol A2., Foundation Planl -1/4" = I .—Of. NOTES : 1. Double All Floor Joists Under Parallel plan north Walls Above Unless Noted Otherwise. 2. Utilize Steel Shims Only Under All Girders. 3. Wrap all wood girders that sit in a beam pkt. or on a pier with ice&watershield soft flashing to prevent direct contact with concrete. Drawing No. : 0 I I I Flair Constant, PE I I I I Saddle to be Door Ct. selected Max. slope of 1:2 Westbury, NY 11590 I f75'-0" Tile Flr. o SubFlr. Phone: (516) 779-2343 RE Email: v.constant@yahoo.com t14'-11 " " r:::::;_:>''':r>::.:.......... f14'-2 Wood Flr. ..__.. .... mud base T •rhese'plans are an Instrument of service and are the exclusive property of the Engineer. Infringements of the concepts and design ideas presented on these drawings shall be --------------------------- Existing -------------------------------------- Blocking prosecuted to he fullest extent of the law. a a Deck the plans mht ay be reproducedhts rwithout ved, no thet of Detail of saddle 1 I I I expressed written consent of the Engineer. No Work To Be Performed I + , I (Engineer of Record) Existing Opening I I R/R 94"x81"sliding door I + I to match existing size, up I i i i 5" contractor to verify unless noted exact R.O. rior to ordering ,- p g u otherwise on plan r r" C14 LO ,, CN , I existing i . r r � I j • � m i existing existing existing .-u., R E S I D E N T I A L -C 0 M M E R C I A L L0 I I u7 I I existing beam to remain i Existing I t15'-1" Alessio Petrella -------- --------- ------------ II cho Existing Opening i i Dining i Smithtown,iNY 11787peke Ste A R/R 94"x81"sliding door i i i i -, Existing r-, Phone: (631)522-4777 to match existing size, r-------------- + I I + II I Email:alessio@prohomedesignsllc.comnsllc.comcontractor to verify R/R skylight Family Room exact R.O.prior to ordering No Work To Be Performed T p. Door Jamb Detail ____ _____ i i i I I (Project Designer) L--------------J ---- ----- ------ I I I I 412„ 4 Existing Existing11 e 3�� I , M i i open to above i i existing existing Bedroom #1 I + I fire0ace fireplace io + ting I I I I 1/2"Gyp. Board ------- --------------------------- - _� I No Work To Be Performed +I Casing to be selected Den existing beam to remain i ------------------- --+-+----------------------------+--+------------ - I (typical) ---------------------------------------9 I I I 1 1 4/28/21 Existing Conditions -R/R wall and I I Kitchen ' I I I I I I + -}}--1/4"reveal ceiling drywall I I 'I (typical) -R/R wood flooring i i Ul o abineltand kitchen (yp ) 5/10!21 Issued for Construction to match existing I r-------------- I i oappliances -R/R mouldings 36" I R/R skylight i I I I -RIR wall and I I I I S. 1"x Flat Poplar to match existing existin I I I I o o ceilingdrywall I I I I j" 1" to be painted I I MN 5 I I „ I I 5 � „ 5 � fireplace I I I +� " I I I I -R/R wood flooring oo L--------------J Shim Space i i I I to match existing I I I I 3j„ a� M Q' i i -R/R mouldings i i i i t11 -7 -H -H + I to match existing - ----- ----------------------------- ----- --------- ____existing beam to remain _______ _ existin M existing -CN Rough Opening ----- closet M o (see plan) 5 „ r , 5 �. f13'-3 " i y5 " Existing Existing x Typ. Cased Opening Dtl. t14'-6" I i Bathroom#1 °' Foyer S.D. 3 = , o I I � S.D. i I �.� �0+,s � No Work To R R/R skylight i i 0 I I No Work To Be Performed }�5 f;� •• •• Existing Opening L--------------J I I .I C.M. + I e g C.M. o Be Performed RIR(4)24"x58"casement I I M I I " ---- ----------------------------------------------------------------- -H to match t ----- existing existing existing existing -__-____� existing size, contractor --------------------------7-- i open to above closet closet i X closet -------- to verify exact R.O. ___ existing beam to remain pow 4t M fy ------- - --------- existing room.#1 EF ------- I r prior to ordering closetg �� o RIR 11 _ --, °' O1 `0f No. Date Description toilet ��- co S.D. S RIR o �i J r y vanity X X �J; n i 7 — y �i i ! I X x LO u7 1„ I �� �� r I �\ +I -H f4'-6" 5 10'-3" i JE�i . �� ' I ` . Existing KN -R/R wall and Powder Project I r) ceiling drywall Roo • 2 Repair of Fire -R/R wood flooring w.m• _ I ork To N to match existing - - Be Performed it x -R/R mouldings Existing °' KN existing 5 „ to match existing dryer 'c" Damage existing 11'-0" 5 existing Existing existing Bedroom #2 U) �, landing vent to o Work To Be Performed exterior Portico For No Work To Be Performed Cn LO X () Ra32"xd 3/r hr Fired ��G�t1 " Charlotte Existing Rated door w/closer "�"111 z Garage emmel No Work To Be Performed Existing existing 2-Garage 2125 Petes Hill Road N N No Work To Be Performed Orient, NY x uI Town of Southold Suffolk County NOTES to --- x 0) 1. See sheet G1.2 for insulation specifications. 5 G 52 f10'_8" 5 ±21'-7j' 2. Install all smoke detectors throughout home F `' ,` as required by the 2020 R.C.O.N.Y.S., ': sect. R314 and noted on sheet G1.3. existing 3. Install all carbon monoxide detectors throughout CD home as required by the 2020 R.C.O.N.Y.S., N sect. 915 and noted on sheet G1.3. existing existing u7 Drawn By : Checked By: Job No. FLOOR PLAN LEGEND: A.P. V.C. 2120 STRUCTURAL POST f11'-1 " f22'-6 " f8'-114" t11 -11 t8-11" ' " ±16'-O" (see plan for size) Sheet Title TALLER/ LOWER WALL = or � First Floor Plan ±79'-6" PROPOSED WALLS � EXISTING WALLS - Details First Floor Plan ABOVE SUBFLOOR A.S.F. - 1/4" = 1 '-o" SOFFIT/WALL CABINET ABOVE ABOVE 1 DETAILED SECTION X I Drawing No. : A-11 plan north EXHAUST FAN EF (min. 100 cfm) 0 Vladimir Constant, PE t60'-0 " Saddle to be Door 7 Melrick Ct. selected Max. slope of 1:2 Westbury, NY 11590 t14'-2 " f29'-10" t16'-0" Tile Flr. o SubFlr. Phone: (516) 779-2343. a Wood Flr. Email: v.constant@yahoo.com mud base T mese plans are an instrument of service and are the exclusive property of the Engineer. Infringements of the concepts and design Ideas presented on these drawings shall be Blocking prosecuted to the fullest extent of the low. Copyright 2021:All rights reserved, no part of Detail the plans may be reproduced without the of saddlE3 expressed written consent of the Engineer. Existing 3'• _ .1 '-o'• (Engineer of Record) I down Deck , Existing Deck °° 5" unless noted existing otherwise on plan r ,^-� • down ALO existing - 1113mr. - -- -- ---- ------------------- x=====______________�___________________� -- -- -- --- ---------------- --------------------------------------------------------------------------- " " " R E S I D E N T I A L-C 0 M M E R C I A L 5 t13�-3 " 5 5 ±15'_1" 5 Alessi0 Petrella ' rn 1050 W Jericho Turnpike Suite A Smithtown, NY 11787 Existing Phone: (631) 522-4777 Bedrm. #3 Email:alessio@prohomedesignsllc.com N Existing Typ. Door Jamb Detail j X -H -R/R wall and ceiling drywall4�" Bedroom #5 3" = 1 '-O'• (Project Designer) -R/R wood flooring existing i ! c to match existing firep,ace -R/R wall and N -R/R mouldings I ceiling drywall 1/2"Gyp. Board X I ;� Casing to be selected a� to match existing -R/R wood floorin i (typical) open to below g 4/28/21 Existing Conditions to match existing -�}-1/4"reveal S.D. -R/R mouldings '� 'I (typical) 5/10/21 Issued for Construction o to match existing \ R/R 60"x80" °x° bi-fold doors ao 1"x Flat Poplar M i S.D. to be painted existing ;r, exist'g ��, �� C.M.i 0 V V Shim Space closet N closet 411 S.D. XZJA / ====----- ----- ---------------------------- --------------- - J C1 M R/R rn / 411x80" S.D. M R/R existing railing existing railing Rough Opening -t °c' R/R toilet in R/ to code C.M. to code m j co tub -H vanity Existing R/R o (see plan) B EF 30"x80" 1 00 o Typ. Cased Opening Dtl. �, Balcony n -------------------- -H K) No Work To Be Performed 51" 5'-2" 3i" 4'-2" 3�" 5'-2" 5�" 3" j existing i exist,9 Q- closet N closet �e�oo --- -- -------- ------------------------------ ---- �„� m c__ existing R/R R/R 9 � existingNOTES open to below existing railing R R/R closet 24 x80 24 x80 closet S.D. _x --_,,` to code stat able 4x80 _ _ d R/R No. Date Description 42"x80" • 1. See sheet G1.2 for insulation specifications. pocket door � 2. Install all smoke detectors throughout home Existing ,�_---- -----------T ---- -----,r____------ ---____ ,a,_�_�_y wR Existing as required by the 2020 R.C.O.N.Y.S. _ ---- =_____ ___________ ______ ' N �� ' I ` v -------------� ____ ----��- R/R Project Bedrm. #4 ��,� 1 '`y,-; ;: vanity Bathroom#2 vanity sect. R314 and noted on sheet G1.3. -R/R all bathroom I I fixtures 3. Install all carbon monoxide detectors throughout Repair o Fire rn • -RIR wall and o +� o - -- - ---- ------------------------------- -------- -----------------------------------------5 " -R/R wall and EF " --------------------- --- -- - ---- ------- ------ -------- --------- L ceiling drywall ------ - t15'-1" home as required by the 2020 R.C. N,Y. -----� ' ------ - - *- -------------------------r-*---- S•, X M - g ' ' ----------------,�--' ' sect. 915 and lnoted on sheet G1.3 0 g -i R/R wood flooring __________________�, �_________________� to match existing ---- --------------Jt--- ; -RIR the floor Damage -R/R mouldings I rn to match existing j o j Nt13. � For 51- - " 5 " ' S " 4'-8 a" 3 f5'-3 " 5 " ,- „ 51" FLOOR PLAN LEGEND: EF R/R R/R T STRUCTURAL POST ------------------------------ ----------------------------- tub (see plan or size toilet ° TALLER/ LOWER WALL = or Charlotte existing1- 121 PROPOSED WALLS �— existing Gemmel EXISTING WALLS ABOVE SUBFLOOR A.S.F. 2125 Petes Hill Road Orient NY SOFFIT /WALL CABINET ' ABOVE ABOVE 1 DETAILED SECTION X I Town of Southold Suffolk County ' '-10 - 6" f7'-0" EXHAUST FAN E-f2 f14'-2 " ! f29'-10" t16'-0" (min. 100 cfm) ±60'-01' r , I , I PLAN REFERENCE NOTES R A� Custom Shower with: -Custom tempered glass enclosure.--------------------------------------------------------- L---------------------------------------------------------- _ - ' -Shower seat(16"tall x 18"deep) j -Tile over thinset mortar over --------------------------------------------------------------------------------------------------------------- Schluter-Kerdi DS waterproofing membrane over L_____________________________________________________________________________________________ ------------- thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be Drawn By: Checked By: Job No. installed by manufactures specifications or other approved waterproof pan system (see detail,sheet A6.2) A.P. V.C. 2120 -triple 2"x4"curb -Secure the water supply riser from the shower Sheet Title valve to the shower head to the permanent structure. Second Floor Plan -Shower to be equipped w/ . pressure balance control valves. Second Fir. Plan 1/4" = 1 '-O" -Surround&ceiling to be the over 1/2"cement bd. B❑ Bathtub to be selected with: Details -30"x60"tub to be selected _ plan north -Curtain Rod -Secure the water supply riser from the shower valve to the shower head to the permanent structure. -Shower to be equipped w/ pressure balance control valves. Drawing No. : -Surround&ceiling to be tile over 1/2"cement bd. nC 48"wide x 24"deep x 36"tall Vanity Counter top to be selected by owner 100 ° Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . Table Rso2.3(1) of the 2020 R.C.O.N.Y.S. STRAPPING DETAILS Vladimir Constant PE Contractor to contact local building dept. for required strapping Inspection. FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps 7 Mel(ICk Cit. (see section for strapping and requirements section for rough opening framing requirements). WeStbUry, NY 11590 All nailing is a general specification it applies unless noted otherwise. r *16d HIP Porch / Deck Strapping Details Phone: (516) 779-2343 ONE 16d Joint Description No.of Nails Nail Spacing RAFTER TO FILLER ROOF &CEILING FRAMING Email: v.constant@yahoo.com TWO 16d BLOCK. THREE 16d SIMPSON STRONG-TIE TO FILLER Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter /'CS20' Coil Strap SIMPSON STRONG-TIE These plans are an instrument of service and over every rafter BLOCK Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist N (3) 8d Nails 'HCP2' (single hip rafter) are the exclusive property of the Engineer. ° Callfi Joist not attached to Parallel Rafter face-nag 3 16d common Each La Y/ 3 8d Nails ' Infringements of the concepts and design ideas 16d g ( > ( ) P ( ) ° HCP4 (double hip rafter) s presented on these drawings shall be STAGGERED Ceiling Joist attached to parallel rafter (face-nail) Table R802.5.2 Each Lap �� o o " prosecuted to the fullest extent of the law. RIDGE Copyright 2021:AII rights reserved, no part of 5 8dx1-1 2 Nails 12 O.C. Collar Tie to Rafter face-nail o ° the plans may be reproduced without the VERTICAL ( ) (3) 1od common Each End RD 2 O.C. to rafter expressed written consent of the Engineer. oSimpson Strong-Tie PACER Blocking to Rafter (toe-nail) (3) 8d common Each End o „ STUD -ABA46 4x6 Post (Engineer of Record) STAGGERED Rafter to Ridge Board (end-nail) (2) tsd common Per Rafter Al ROOF ROOF (2) 8dxl-1/2" Nails ° -ABA44 4"x4' Post WALL FRAMING W RAFTER RAFTER to plates PLA -ABA66 kb"x6" Post WALL ° THREE 16d Top Plate to Top Plate (face-nail) (2) 16d common 16" oc °o °• •° Fill Void with STUD TO FILLER 0 Rigid Insulation NAI TOE- ° BLOCK Double to splice (face-nail ° Prior to Sheath' NAILED p plate s Ii ) (12) 16d common Joist-Each Side SIMPSON STRONG-TIE g TO SOLE Stud to Stud (face-nail) (2) 16d common 24" o.c. H2A at each rafter Typical Post Base C � - SHOE Header to Header (face-nail) 16d common 16"o.c. Along Edges (5) 861-1/2" Nails Top of Bottom Plate to Stud (end-nail) (2) 16d common Per Stud Rafter to Rafter of Rafter to Plat Hi Rafter o stud Connection Detail Bottom Plate to Floor Joist, Band Joist, O S1 Connection Detail S 2 to 11 S D e p 2 16d common Per FootStud S to Plate Detail " + �� SHOE End Joist, or Blocking (face-nail) '- to I 2 X Ledger fastened R E S t D E N T I A l-C O M M E R C I A L FLOOR FRAMING to wall structure 5 8d Nails 'Simpson' H2.5 A joist hanger Alessio Petrella Joist to Sill Top Plate or Girder (toe-nail) (4) 8d common Per Joist ( ) p Bridging to Joist (toe-nail) (2) 8d common Each End See Rafter to Beam to 1050 W Jericho Turnpike Suite A oft typical exterior oft ical Post Strapping Detail (S5) Smithtown NY 11787 Detail partition intersection Detail ext y for corner post Blocking to Joist (toe-nail) (2) ad common Each End hip / valley ' Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block 'Simpson' rafter /�_` Phone: (631) 522-4777 not to scale not to scale t o rafter Simpson L70 Email:alessio@prohomedesignsllc.com Ledger Strip to Beam (face-nail) (3) 16d common Each Joist L 0 I �\ Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist i SIMPSON STRONG-TIE Band Joist to Joist (end-nail) (3) 16d common Per Joist Model 'HRC1.81" 0 0 beam common o t\ i (Project Designer) NAILING & STRAPPING at Band Joist to Sill or Top Plate (tae-nail, (2) 16d common Per Foot (� ° ° HIP o ° rafter u joist hanger EXTERIOR WINDOW / DOOR HEADERS ROOF SHEATHING ° ° R R o 2"x Ledger fastened Structural Panels (see zone diagram) ° o° RAF IP c 01, ° t0 Wall structure (Required for all New Construction and/or New Additions) O (5) 4/28/21 Existing Conditions Interior Zone 8d common 12" o.c. RMCE o 8d Nails Porch Rafter Perimeter Zone 8d common 6" o.c. �� ° 5/10/21 Issued for Construction Gable Wall Edge Zone 8d common 4' o.c. O SIMPSON STRONG-TIE Connection NAILING SCHEDULE l3 : (Wood Frame Construction Manual) CS20 Coil Strap ° Q ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS CEILING SHEATHING over every stud o Assembly Detail Gypsum Wallboard 5d coolers 7" Edge /10" Field (8) 8d Nails Notation Rou h A B C D E F WALL SHEATHING Roof Beam Opening Structural Panels 8d common 6` Edge /12' Field ip Rafter Porch Roof Rafter to Common Rafte to Ridge Detail S Beam to Post Detail —(3) 8d Common Nails 5 S6Hip/Valley Rafter2'-0 2 (1) 2x4 1 1 1 1 Garage Door Portal Openings 8d common 3'oc Into oil framfig at Each End of Strap 4'-0" 4 (1) 2x4 2 2 2 2 Gypsum Wallboard 5d coolers 7' Edge /7" Field Wrap CS20 Strap Continuous 2 2x4 or 1 2x6 3 3 3 3 FLOOR SHEATHING (Subfloor) From Porch Sm. over Roof Bm. 6'-0" 6 ( ) ( ) p Back Down to Porch Bm. Structural Panels As 8-0 8 2 2x4 or 1 2x6 3 3 3 3 4 8d Nails late ( ) O 1" or Less 8d common 6" Edge / 12` Field O If cripple studs are utilized over " own See Rafter to Plate to (n second fir. pp 10-0 10 (2) 2x6 4 4 4 4 Stud Connection Detail Greater than 1" 10d common 6" Edge / 6" Field (8) 8d Nails , LEI ch+ header,then provide one CS18 12'-0" 12 (2) 2x6 5 5 5 5 LECUT NGTH header strap from tple plate o cripple stud &from cripple stud to header Load-Bear g Hollow Notations : •L, (8) 8d SIMPSON STRONG-TIE � Fiberglass Column 'CS20' Coil Strap W over every stud (8) 8d Nails A. Number of 8d nails at each end of strappings I Q LENGTH �- ' (8) 8d Nails —(3) 8d Common Nails B. Number of sill studs on the flat (does not apply to doors) A Notes: J SIMPSON STRONG-TIE at Each End of Strap \� 1. Sheathing As Part Of Shearwall Segment (SWI Where Notes On Floor Plan, Q CLEAR Porch Girder C. Number of full height king studs at each side of header Shall Be Continuous From Sill To To Plate Or Ade uatel Blocked At Joints. 3 SPAN over Coil Strap No. Date Description p q y o over every jack & king stud Post to Beam Strapping B 8d Common Nails 0 6"oc in field and 3"oc at edge. SIMPSON STRONG-TIE pp g D. Number of 16d nails end-nailed through adjacent king stud to end g .� 'CS20' Coil Strap w > > Simpson H2.5 2. Hold Down Required At All 4 Corners Of Structure Unless Otherwise Noted. ^ p Install Sim son CMST16 N 8 8d Nails Post of header at each side >,L over every stud first floor p ( ) E. Number of lack studs at each end of headers assume double headers E for 16 ft wide sliding door Y Post Base I ( ) C Project Provide strap for F. Number of 16d nails end-nailed through adjacent jock studs to LEEND NGTH each jack stud when Repair of Fire end of sill(s) at each side (does not apply to doors) (8) 8d Nails 8 8d Nal multiple jack studs p =Tt--=- _-}�-_�_ a-+ o00e O are required Concrete Pier 11l 8d Common Nails l,,/ i i �I o ; 0 3 oc at edge I ( �r �\I�,\, �I � j Damage 1 II � � 11 I I I'I iI' I rim joist Hollow Porch Column `r . CONNECTION OF MULTIPLE PIECES + tI' t I Plywood Sheathing 11 `II 11 - % (8) 8d Nails I. it,, id �t Il n OF TOP-LOADED BEAMS(�) � i to Deck Assembly Detail II ` (�1 8d Common Nails +\ it ++ + a „ ill n �I �1II 0 6"oc in Field r �� 'rl ) 'u` �l For 1/4 Width Pieces: li� n �I ul n Jn � ul ` I .r ii �I =_ _-_ -_ Gable Stud Wall First Floor to S nd Jack Stud at •Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. to Wall Stud Dtl. S8Floor Wall StudDe S9 Header Opening• Minimum of 4 rows tOd(3,x 0.126„)nulls at 12"o.c. Solid Blocking for 14"and deeper beams 1 at plywood joint rl �tl�It iI • If using 12d(3%4')or larger nails,the number I nI j It n- 1tI�I1 II—'ll Roof Beam I;) ii n n ���I��ir�11��11--�n of nailing rows may be reduced by one. i/ II1�=a1 —Porch Roof Rafter to Beam Charlotte Hold Down (n (8) 8d Nails to Post Strapping (S5) 3Y2"Width Pieces: see plan o ° SIMPSON STRONG-TIE • Minimum of 2 rows y"bolts at for detail} '� ° Gemmel 1� 11 T 'CS20' Coil Strap SIMPSON STRONG-TIE ) 8d Nails 24"o.c,staggered iw over every studSIMPSON STRONG-TIE 'CS20' Coil Strap 0000o (t)Load must be applied evenly across ent re 'CS20' Coil Strap over every stud 2125 Petes Hill Road beam width.Otherwise,use connections for side-loaded beams. over every stud Solid Wood Post Additional nailing or bolting may be Plywood Sheathing / Inside Hollow Column Orient NY required with side-loaded multiple-member o (8) 8d Nails beams.Refer to current product literature. Typical Shear Wall Rim Joist N blocking 8d Nails door Load-Bear g Hollow (8) 8d Nails \e (2) 8d Nails ao�Q\o�e St ° Fiberglass Column Town of Southold 111111111 (2) wrap under'---, (5) 8d Nails oo ° Suffolk County 0 sill Plate I wrap under 'Simpson' H2.5 A ° °° �o�s� Hollow Columnase ld(see Dtl.) �1• sill plate o ° ��t� (8) 8d Nails top plate ° joist hanger till Ill�ll �,��li 5 8dx1-1/2" Nails h it SIMPSON STRONG-TIE foundation ��hil III wall 'CS20' Coil Strap Concrete Foundation �'' l`,)AI> (I Illill stud over every stud I (8) 8dxl-1/2" N id. IhI Ii Oili ill1hifi (8) 8d Nails (8) 8d Nails0 11111—till 1­111111i:7-�11, RIDGE 0 Stud to Wall Stud to Sill Plate Cantilevere all Stud S Rim Joist Detail S 11 at Garage Wall S12to Rim to To P etailU. gSolid Post Porch Column Arnc to Found'n Assembly Dtl. Beam to Joist Strapping (Drawn B Checked B Job No. : STRAPPING INSTRUCTIONS Simpson H2.5 (hot-dipped galv.) Y Y U1. All Strapping To Be 1-1/4" Wide 20 Go. Steel see deck ledger A.P. V.C. 2120 BLOCKING 2 BAYS N or 'Simpson' Equivalent CS20 coiled strap) 4 8d Nails g BACK @ 48" o.c. — Note: p q ( ( ) Deck Joist detail, same sht. Unless Noted Otherwise. (� R red where note for attachment 4-0gmCorner Post 2. Use Stainless Steel Straps & Fasteners or to house SECOND FLOOR Solid Corner Poster on plans Hot-Di ed Galvenized When in Contact Sheet Title Q HD with Pressure treated Lumber. (4) 8d Nails Porch Girder z 'SIMPSON' HDU8-SDS2.5 3. Install Strapping For All New Construction. ILIJ C And where noted on plans Pot to ea Strapping r ppinged alv. Stra Details 0 7/8" dia. 2-16d Common 4. Install Strapping for Each of the Following: Simpson ( pp g ) p� g BLOCKING 2 BAYS V 'Simppson' HDU8- .5 Threade od nails @ 6 o.c. Post Nailing sCl l BACK @ 48" o.c. Hotdown for full length -Rafter to Rafter over Ridge Post Base - 7 of -Rafter to Plate to Stud oil) 1111111111 11 FIRST FLOOR C BlockingI o Hi Rafter to Plate to Stud C End all I second floor o� -Cmmon Rafter to Hip/Valley Rafter - Framing Details E -End Wall Studs to Wall Studs U _-_ i I i 0 -Header to Jack Stud Concrete Pier 7/8" dia. ed Rod y -Jack Stud to Rim Joist Rim Joist Embed 2" into Concrete o -Wall Stud to Rim Joist BLOCKING 2 BAYSO w Impson 'SET' Adhesive L _Cantilevered Stud to wall below If 'footing occurs Drawing No. : BACK @ 48" o.c. Rim Joist to Sill Plate install (2)#4 dowels 'SIMPSON' HDU8-SDS2.5/ first floor -Rafter to ledger with joist hanger C: -Rafter to Beam to Post Gable Wall Blocking Dtl . o H own Connection Dtl. Holddown Conn on Dtl. _Beam to Post to Floor Beam Deck Stra pin /� - H 2 nE Floor Beam to Post p �, a H r to seco d o0 not to scale for first floor to foundotlon wall connection for first floo n fl r connect) 0 -Post to Pier (footing) As$embl Detail -Joists to Beam