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HomeMy WebLinkAbout50589-Z �o�oSOFFOtkcoy Town of Southold 6/30/2024 P.O.Box 1179 0 W .� 53095 Main Rd Oy?jo� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45321 Date: 6/30/2024 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 155 Oriole Dr, Southold SCTM#: 473889 Sec/Block/Lot: 55.-6-15.25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/l/2024 pursuant to which Building Permit No. 50589 dated 4/25/2024 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: "as built"finished basement(recreation room and finished storage area)and HVAC to existing single family dwelling as applied for. The certificate is issued to Manessis,John&Mihailos,Athena of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50589 6/3/2024 PLUMBERS CERTIFICATION DATED 0 A ri ed ignature SOfFQ( c TOWN OF SOUTHOLD BUILDING DEPARTMENT C TOWN CLERK'S OFFICE co 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#: 50589 Date: 4/25/2024 Permission is hereby granted to: Manessis, John 149-30 9th Ave Whitestone, NY 11357 To: Legalize "as built" basement and HVAC system to an existing single-family dwelling as applied for. May require additional certification. At premises located at: 155 Oriole Dr, Southold SCTM #473889 Sec/Block/Lot# 55.-6-15.25 Pursuant to application dated 3/1/2024 and approved by the Building Inspector. To expire on 10/25/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,086.00 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $300.00 Total: . $1,486.00 Building Inspector *OF SOUT�,o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-09.59 C4UNT`1,0c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Manessis Address: 155 Oriole Dr city:Southold St: NY zip: 11971 Building Permit#: 50589 Section: 55 Block: 6 Lot: 15.25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Finished Basement Inspector Signature: Date: June 3, 2024 S.Devlin-Cert Electrical Compliance Form 0E S0UlyO� SOS e - -- I S5 ( V I of # TOWN OF SO THOLD BUILDING .DEPT. o �0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] - PRE C/O [ ] RENTAL REMARKS: S U I -re 1A ff-A/-1' -T Al I u ilk Ac,d )one IF Cof I ID a4 0 DATE INSPECTOR " OF SOUIyO� # TOWN OF S UTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] -FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT°CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: _-A S_ V,711 1 L ,4-ac 4 K I'< DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS 0 � FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) z 0 ROUGH FRAMING& PLUMBING Q � vl, r lr� INSULATION PER N.Y. STATE ENERGY CODE ✓t FINAL ADDITIONAL COMMENTS 7711 ti Ceti- 0 Z s b 0 &V z x E� y x e r� b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT y a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E W F. I {1 E� , PERMIT N0 D5S9 Building Inspector: I ' MAR 1 2024 l-�I� .1 _ Applications and,fo"rms mast 6e filled-o.ut..in.,their.entirety':;Indomplete a,pplicadonsmill not%66; ccepted. 1Nhere the�Applicarit is not,,the.owner;an Owner's Authorisation form,(Page'2)shall` 6completed:.'; Date:1 1/25/23 O.WNER(S)'OF PROPERTY:. Name:John S. Manessis scTM# 1000- Project Address 155 Oriole Drive, Southold, NY __..... ......_._.__._.___......_....__._._...._._...__.___...__._._._...._...._._..._ _...... Phone#:646-270-2620 Email:jsmanessis@gmail.com MailingAddress:149-30 9th Avenue,Whitestone, NY 11357„ _.__ _ .... . ...... ... . CONTACT PERSONc Name:John S. Manessis Mailing Address:149-30 9th Avenue,_Whitestone,,NY 11357 w Phone#:646-270-2620 Email:ismanessis@gmail.com DESIGN PROFESSIONAL INFORMATION: R. Name:AM Shield Waterproofing ___' '_. . .._..._._ ..__. ._......_. ._. ___ _... ..._...._... . . Mailing Address:M33 Albertson_Avenue, Albertson, NY 11507 Phone#:516-641-4746 Email:anthony@ amshieldcorp_.com . , :;CONTRACTOR INFORMATION: Name:AM Shield Waterproofing Mailing Address:33 Albertosn Avenue,_Albertson, NY 1.1507m Phone#:516-641-4746 Email:anthony@amshieldcorp.com„ DESCRIPTION:OF PROPOSED: .x CONSTRUCTION .q •'� ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $7500 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ONo 1 _ ,,I ;PROPERTY'INFORMA'TION , . ,.1. Existing use of property:residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RNo IF YES, PROVIDE A COPY. :,IQ C-heck,B6x After,Reading:` The owner/contractor/,designiprofessional is.�esponsitile,for all.dreinage and storm water issues,as7provided by, , Chapter 236 of"the Town'Code. APPLICATION IS HEREBY,MADE to'the Building Department for`the,issuarice,of'a Budding Perinit'pursuant,tot he Buiiding�z6he: 'ordinance of'the Town ofSoutholil,Suffolk,,County,New,York'and'other.applicable Lawssordinances,or:aRegulations;for the construction,of buildings,- additions;alterations or for removal or demolition as.herei-,d"scribed.The applicant agrees to comply;with all applicable laws,ordinances;building code; housing code and regulations aril to admit'autfiorized.inspectors'on premises'and in'building(s)for neces"sary inspections.,False'statementsmade'hereih are..," punishable as;a Class A m,isdemeanor.,pursuant to Section 210.45 of f6'New York Sfate Penal.Law:;;. Application Submitted By(print name):John S, Manessis ❑Authorized Agent DKwner Signature of Applicant: Date: 11/25/23 STATE OF NEW YORK) SS: COUNTY OF ) ZgtgPA, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the D tx�� (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 d 1Vay of 011Ci+ ee— 20 3 NotaipLh8 BELL Notary Public, State of New York 84 PROPERTY OWNER AUTHORIZATION No. in Queens s C Qualified n Que County (Where the applicant is not the ownek)ommission Expires January 30,20-? I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �gUfF01,� O BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 y apN..y Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: SE tj Z �— Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: �'�0 S. l 4 A N e �i 1 Address: orta P Or v--k Cross Street: Phone No.: fe Co,2-0Bldg.Permit #: Sp S9!' email: s MAV1-P SQ s (9 ko cavi Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ,ds hA, hg7x,�f VJ Ind rw S Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION rec s S/Z3 _ F-1kil.4,V-5 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p Telephone (631) 765-1802 - FAX (631) 765-9502 Ramesh _southoldtownny.gov -- seand(cbsoutholdtownny.gov 2zY`�%- APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 2 U 4 -L = Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: J ,�0 Address: ` ort'! e Cross Street: Phone No.: i/ 4 U U 9-Z Bldg.Permit #: So SS!9 email: 115 vL ioio-es5r Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Q S A- %AJ l V1 AC fW S Square Footage: Circle All That Apply: Is job ready for inspection?: F YES � NO � Rough In � Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service SizeF-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION q ;3CC rcC1+ /al 2-g PERMIT#. Address: Switche Outlets �J GFI's 1 Surface Sconces 1 H H's I UC Lts Fridge HEN � POOL U Fans Mini Fr. W/D Panel Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC I AH Hood Blower 1 Service Amps Have Used Sub Amps Have Used Comments SiAl 1A I It(ld Suffolk County Dept. of Labor Licensing & Consumer Affairs HOME IMPROVEMENT LICENSE Name HUGO C DESPOSITO K Business Name AM SHIELD WATERPROOFING CORP This certifies that the bearer is duly licensed License Number H-41333 oy the County of suffolk Issued: 11/14/2006 lzosa� Drago- Expires: 11/01/2024 Commissioner Y workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured A.M. SHIELD WATERPROOFING CORP 33 ALBERTSON AVENUE 5162948400 ALBERTSON, NY 11507 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 155 Oriole Dr 11-3349349 Southold,NY 11971 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Southold Building Department 54375 NY-25 3b.Policy Number of Entity Listed in Box 1a Southold, NY 11971 D90342-000 3c.Policy Effective Period 6/22/2006 to 8/29/2024 4. Policy provides the following benefits: 0 A.Both disability and Paid Family Leave benefits. ❑ B.Disability benefits only. E] C.Paid Family Leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. E] 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 descr' d above. Date Signed 8/31/2023 By W_Z)eA- '941"it (Signature of insurance carrier's author!Jed representative or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf 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 emailed to PAU@wcb.ny.gov or it can 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 413,4C or 513 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(Article 9 of the Workers' Compensation Law)with respect to all of their 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 (12-21) IIIIIII�liiiiiiuiuiiu III III Vnw-mlv `r- € Suffolk County Executive's Office of Consumer Affairs t : VETERANS MEMORIAL HIGHWAY HAUPPAUGE NEW YORK 11788 � DATE ISSUED: 11/14/2006 No. 41333-H SUFFOLK COUNTY Home Improvement Contractor License This is to certifv that HUGO C DESPOSITOps doing business as AM SHIELD WATERPROOFING CORP. t;ct having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a ROME IMPROVEMENT CONTRACTOR,in the County of Suffolk. Additional Businrs«5 r^� NOT VAI.10%TMOUT eta DEPARTMENTAL SEAL s�4 t tq f AND A CURRENT � CONSUMERAFFAIRS 'y � +�,•r'.r' ID CARD { Director 3 �fY7.'$ly.$,�,vY r, 4" ,e ;�., a° td v7~ .a[Y !ts'.d ti ;. 4'=f L •`�'S* iRk" �' alasy r�t'"1 {'�k. t 'iy �� 4. y Yr" � t' �` r 1'�, ♦ Uti'3'• \�'i �Y .c'�."�:.•�j�<,:4.��'�',��F/'' '7'li',.��,' AMSHI-1 OP IDO EA ACOROW CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)08/31/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) 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 endorsements. PRODUCER 516-248-9200 CAo�E°CT Eulampia Appelbaum ICS Agency,Inc. PHONE 516-248-9200 FAX 516-248-9017 431 Conklin Street A/C,No,Ext: (Arc,No Farmingdale,NY 11735-2612 EDDAJEss eulampia@icsagency.com INSURERS AFFORDING COVERAGE NAIC ft INSURER A:FORTEGRA SPECIALTY INSURANCE C 16823 INSURED INSURER B:STATE INS FUND A.M.Shield Waterproofing Corp INsuRER c:CRUM&FOSTER SPECIALTY INS. 44520 Hugo D'Esposito 33 Albertson Avenue Albertson,NY 11507 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY ELTR XP XL LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE � OCCUR FKE1000057-01 02/07/2023 02/07/2024 PREMISES Ea occur ence $ 10 5,000 X BLKT ADDL INSDS MED EXP An one person) $ ,000 X BLKT CONTRACTUAL PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY[XI PE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY Ea acccidentSINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED T7RETENTION$ B WORKERS COMPENSATION X STATUTE ER H AND EMPLOYERS'LIABILITY G20767877 01/01/2023 01101/2024 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ (Mandatary in NE)EXCLUDED? N/A 500,000 E.L.DISEASE-EA EMPLOYE $ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT C POLLUTION LIAB CPL114865 02/07/2023 02/07/2024 OCCIAGGR 1MILL/2MILL MOLD REMEDIATION DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SOUTHOL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold, NY 11971 l ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Suffolk County Dept. of Labor, Licensing & Consumer Affairs HOME IMPROVEMENT LICENSE '3 0 m "' Name j HUGO C DESPOSITO Business Name AM SHIELD WATERPROOFING CORP This certifies that the bearer is duly licensed License Number H-41333 by the County of suffolk Issued: 11/14/2006 R&5a it, Draga- Expires: 11/01/2024 Commissioner Suffolk County Executive-s Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 11/1412006 No. 41333-H SUFFOLK COUNTY Home Improvement Contractor License ~ ' � This is to certify that HUGO C DESPOSITO doingy business a-, AM SHIELD WATERPROOFING CORP. having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR,in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRSf ID CARD Director gyg RZEP INT, IK workers' CERTIFICATE OF INSURANCE COVERAGE ATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS 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 A.M. SHIELD WATERPROOFING CORP 33 ALBERTSON AVENUE 5162948400 ALBERTSON, NY 11507 Work Location of Insured(Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 155 Oriole Dr 11-3349349 Southold,NY 11971 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Southold Building Department 54375 NY-25 3b.Policy Number of Entity Listed in Box la Southold, NY 11971 D90342-000 3c.Policy Effective Period 6/22/2006 to 8/29/2024 4. Policy provides the following benefits: Q A.Both disability and Paid Family Leave benefits. B.Disability benefits only. C.Paid Family Leave benefits only. 5. Policy covers: R 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 descr' d above. Date Signed 8/31/2023 By C/ (Signature of insurance carrier's authoriAed representative or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf 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 4B,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 emailed to PAU@wcb.ny.gov or it can 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 4B,4C or 5113 of Part 1 has been checked) State of New York Workets' 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(Article 9 of the Workers'Compensation Law)with respect to all of their employees. I; Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Nameand 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 (12-21) III IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse ��, ...__.-..� .•A. .f:tv � 1 r ,"'4L''S�,d.'. Y�3° d w r{-,' =t°4'�$, i� 7 Suffolk-CoWi.4j Execactive's O ice o .=Consu aer A ' ors ,.. • ff f ff VETERANS MEMORIAL HIGH*.Ay *"HA0PPAUGE,'NEW YORK 11788 DATEISSUED: 11/1'4/2006, NQ. 41333-H ' SUFFOLK COUNTY ': :Hon e:ImvYove tent`Contrattorl cense' This is to certify that ' .HUGO-C.DESPOSITO doing business as AM SHIELD WATERPROOFING CORP. '. having furnished the re uuements set forth in accordance:witlrand subject to the provisions of applicable laws,rules 6' 4 and regulations of the County%of Suffolk;State of NcwYork is hereby licensed to conduct business as a HOME n � \ IMPROVEMENT`6614TRACTOR,iti the County of Suffolk., AdditionatBusincsss . iNOT VA1.16 WITHOUT DEPARTMENTAL SEAL ANDA'CURAENT CONSUMER AFFAIRS. IA CARD T ;. y Director• r H(.a oad APPROVED AS NOTED COMPLY WITH ALL CODES OF DATr •y Z5"Z s.P NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF g 6,Od By.6_jLk SOUTHOIDTO MS NOTIFY BUILDING DEPARTMENT AT 90UIHOLDTOWNPIANMNGBQAM 631-765-1802 8AM TO 4PM FOR THE SOtlll{0lDTOWNRSTO FOLLOWING INSPECTIONS: MDEC FOUNDATION-TWO REQUIRED swm" FOR POURED CONCRETE SCND ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Additional YORK STATE. NOT RESPONSIBLE FOR Certification DESIGN OR CONSTRUCTION ERRORS May Be Required. ELECTRICAL INSPECTION REQUIRED .ram MFR XE 1200 DATE 09/09 YDLTS 2081230MOD. No. 1TP�OC36D1OOA0 -. SERIAL No. P38IRWOFF pH 1 HZ do 22 O AMPS MINIMUM CIRCUIT AMPAC17Y ADA � p�CE USA CAN OVERCURRENT PRO�TEC11 30 30 MIN FUSE ! BEAKER MACRO 35 35 MAX FUSE 1 BREAKER (HACK cz. oR 3,77 Us) HCFC - 22 LOS. FOR RATED PEAF BAYFCcv OTT A REDUTAED INDpp ��p La E ODMPAW VE TRAN p ,EMBIE� �H USA 90 om TYLE TX 75Tii-90i0 � Y illimom . MPR. Mar. 160 � 1/4 HP 1ao/moo � 0° 19Q Fut o.D. Mar P� 0, 1 T9-WE F, ID.` ,E.A. H 300 _ -.- M _ HIGH 300 ..►_ ... DESIGN PSI WALL SHEATHING TO EXTEND To TOP OF TOP LOCATION DE516N LIVE LEGEND ENERGY ANALYSIS 2020 EGCNYS PLATE LOAD, PSF (PER R301.5) NEW FOUNDATION RESIDENTIAL 6WB TO COMPLY WITH R-i02.1, R'IO2.3, TABLE NON-SLEEPING ROOMS 40 NEW PARTITION CLIMATE ZONE 4A R'IO2.1 (2) SLEEPING ROOMS 30 EXIST. PARTITION PROJECT DESCRIPTION ROOF + 20 .- - - _ - ALL DETAILS ON THESE PLANS PROVIDE A ATTIC WITH FIXED STAIR 30 DEMOLITION PARTITION / FOUND. ITEM DESCRIPTION PROP05ED DE516N VALUE CODE PRESCRIBED (CONTINUOUS LOAD PATH. ATTIC WITH STORAGE 20 5D NEW SMOKE DETECTOR VALUE 4 CITATION I ATTIC WITHOUT STORAGE 10 HARDWIRED WITH BATTERY BUILDER TO VERIFY FIT OF ALL SIMP50N DECKS 40 ® BACKUP FENESTRATION U-FACTOR 0.34 0.32 TABLE 402.1.2 CONNECTORS BEFORE OBTAINING THEM. BALCONIES 40 NEW COMBINATION OR SEPARATE FENESTRATION SHGG 020 0.40 TABLE 402.12 GUARDS d HANDRAILS 200= ®�5D SMOKE / CARBON MONOXIDE STUDS TO ALIGN TO ALLOW PROPER DEAD LOAD FOR ALL 10 PSF PER R301.4 + PER R301.6 DETECTOR(S) HARDWIRED WITH BASEMENT WALLS PI-15 10/15 TABLE 402.1.2 CONNECTION OF H2A CONNECTORS - BATTERY BACKUP ALL 6LAZIN6 TO BE HIGH PERF. ANDERSEN 400 SERIES NEW HEAT DETECTOR HARDWIRED 404.1 Lighting equipment: Not less than ao percent of the permanently Installed STAIR TREADS TO BE a" PLUS 5/4" NOSING MIN. d LOW-E4 'TYPE WITH SIMULATED DIVIDED LIGHT GRILLES. H WITH BATTERY BACKUP lighting fixtures shall contain only high-efficacy lamps. RISERS TO BE MAX. 8-1/4" PER RM. NOSING 15 DOUBLE HUNG MAX U=0.30; MAX SH6G=0.28 W NOT REQUIRED WHERE THE TREAD DEPTH 15 A MIN CASEMENT MAX U-024; MAX 5H6G=02q L.B. WALL LOAD BEARIN6 WALL JO-LE W a. R-values are minimums. U-factors and SH6G are maximums. Where Insulation 1s Installed In a OF II" GLIDING MAX U=0.30; MAX 5H6G=026 OR cavity that Is less than the label or design thickness of the insulation, the installed R-value of SPECIALTY MAX U=0.28; MAX SH&0=0.30 T.S.M. TO BE MAINTAINED 1 '7 the Insulation shall be not less than the R-value specified 1n the table. ALL INSULATION TO HAVE VAPOR BARRIER AWNING MAX U=02a; MAX SH6C=028 13» 1 ��• b. The fenestration U-factor column excludes skylights. The SHGG column applies to all lazed HINGED FR. DOOR MAX U=0.30• MAX SH6G= POST TO BELOW � PP 9 PAGING HEATED AREA. 021 ' S 82�:3 2 E �- fenestration. _ - _ _ SLIDING FR. DOOR MAX U=0.30; MAX SH6G=0.23 ❑ POST FROM ABOVE c. "10/13" means R-10 continuous Insulation on the Interior or exterior of the home or R-13 :: PER NFRG CERTIFIED VALUES FOR ANDERSEN PRODUCTS. \ GLAZING WHICH 15 5 O OR LE55 ABOVE P.T. PRESSURE TREATED \\ cavity Insulation orl the Interior of the basement wall. 15/Iq means R-15 continuous insulation on STANDING SURFACE OF TUB/ SHOWER SHALL BE MS16N PRESSURE RATING OF WINDOWS TO BE OP-50 MIN. 10 _ cS` O the Interior or exterior of the home or R-Iq cavity Insulation on the interior of the basement TEMPERED &LASS. }-}DC, DOUBLE HOT DIPPED O" wall. Alternatively, compliance with "15/Iq" shall be R-13 cavity Insulation on the Interior of the DEFLECTION OF ALL MEMBERS COMPLIES WITH CLAUSE GALVANIZED 82°34 2 _----- •� O, basbm&nt wall plus R-5 continuous Insulation on the Interior or exterior of the home. DEFLECTION TIO RESIDENTIAL GORE N TO BE MAINTAINED 6�, d. R-5 insulation shall be provided under the full slab area of a heated slab In addition to the 6LAZIN& WITH AN INDIVIDUAL PANE GREATER V.I.F. VERIFY IN FIELD, IF DIFFERENT FINISHED BASEMENT THAN q S.F. AND A BOTTOM EDGE WHICH 15 LESS TABLE R301.7 FROM PLAN CONTACT DESIGN required slab edge Insulation R-value for slabs. as Indicated In the table. The slab edge SHALL BE TEMPERED GLASS,F F. . insulation for heated slabs shall not be required to extend below the slab. THAN 18" A. - ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROFE5510NAL ' 90 PROPOSED, e. Reserved. WOOD I-JO 5T5 TO BE INSTALLED IN STRUGTJ2 P.GAL. MEMBER ALLOWABLE POURED CONCRETE ti f. Reserved, EGRESS WINDOW DEFLECTION ACCORDANCE WITH MANUFACTURER'S Rafters having slopes greater than 5/12 L/180 n JOIST HANG W/ER REOV LO Z� g. Alternatively, Insulation sufficient to fill the framing cavity providing not less than an R-value INSTRUCTIONS. INSTRUCTION MANUAL TO BE KEPT 1 p o�, of R-lq. AT JOB SITE. with no finished cellin attached to rafters _ XXX CAPACITY IN LBS. O s' 1� h. The first value Is cavity Insulation, the second value is continuous Insulation. Therefore, as an Interior walls and partitions H/180� T GO JOIST HANGER W/ 600 LB. "13+5" means R-15 cavit Insulation lus R-5 continuous Insulation. Floors and plastered ceilings L/360 9� � example, p 51MPSON CONNECTORS MAY BE REPLACED BY CAPACITY (MINIMUM) I 1. Mass walls shall be In accordance with Section N11022.5. The second R-value applies where EQUIVALENTS. All other structural members L/240 more than half of the Insulation is on the Interior of the mass wall. REPLACEMENT OF EXISTING � Exterior walls with plaster or stucco H/360 DIRECT CONSTRUCTION, WITH LIKE KIND LOT 23 MULTIPLE SOL BEAMS (MIGROLAM ETC) TO BE finish o ASSEMBLED 4 INSTALLED PER MANUFACTURERS Exterior walls -- wind loads Hith L/240 REPLACEMENT p,)� QUALITY, WITHIN SAME 1 46 0' 63 177� SPECIFICATIONS. brittle finishes STRUCTURAL OPENING 14.2 SITE INFORMATION: Exterior walls -- wind loads with L/120 O.T.P. OWNER TO PROVIDE 65 16.0 9 2 1 ALL FRAMIN6 LUMBER TO BE DOU6L.A5 Iflexible finishes FIR-LARCH #2 OR BETTER. O SECTION: 55 NOTE: L= span length, H= span height. 38 coNc. BLOCK: 6 - a. The wind load shall be permitted to be taken as 0.71 times FIRE BLOCKING 4 DRAFT STOPPING REOV PER the Component and Claddng loads for the purpose of the LOT: 15.25 1IR502.11, R302.12 d R.�0222 determining deflection limits herein. 1 ZONE: AHD TOWN: SOUTHOLD FR• H AGE ASPHALT REQUIRED PROVIDED PRO-IEGT TO COMPLY WITH NYS RESIDENTIAL MECHANICAL CODE CHAPTERS 12-24, PLUMBING CODE CHAPTERS x�X- 25-52, d ELECTRICAL GODS CHAPTERS 55-42. o 1 LOT AREA: 10,000 s.f. 2S,8Q4 s.f. W FRONT WIDTH: 80' 100' STATE OF NEW PORK PLAN REQUIREMENTS: ° ❑ z2.4 LOT DEPTH: 100, 155.OQ' �,� ® SIDE YARD: 15' 16, CODE ANALYSIS ►p. z ECK �'� SIDE 'r'AR1�5 AGGREGATE: 25' 42.5' I. THE STANDARDS USED FOR THE DE516N OF THE BUILDING ARE THE 2020 BUILDING CODE OF NEW : YORK STATE (BCNYS), 2020 RESIDENTIAL GOD'- OF NEW YORK STATE (RCNYS), 2020 ENERGY REAR YARD 35 I q I.c( z� CKAOE FEN�EN-��-"-"��� r♦ FRONT YARD SETBAGK:_�3�j' Qq ' CONSERVATION CONSTRUCTION CODE OF NEIN YORK STATE (EGGGNYS) AND 2020 EXISTING L�� s;o��-��- BUILDING GODS OF NEW YORK STATE (EBCNYS). ENGINEERED DESIGNED STRUCTURAL sHEo MIN. LIVABLE FLOOR AREA:_050 s.f. 2,562.41 s.f. COMPONENTS PER ASCE -1-16 AND FLOOD DE516N LOADS IN COMPLIANCE WITH A50E 24-14 105-01-23 1 FOR FILING OFF-STREET 'ARKING 2 2 DATE. ISSUE NO. DESGRIPTID I WHERE APPLICABLE. C NCRETE �,� VARIANCE: NO 2. THE AREA OF THE TO BE MAINTAINED FINISHED BASEMENT 15 555A5 50. FT. 0 CONTRACTOR SHALL VERI 3. PLEASE SEE TABLE R301.2(I) BELOW. ALL FIELD CONDITIONS D DIMENSIONS AND BE 4. � r ' %0 RESPONSIBLE FOR F LD FIT } .t. 4. QTY. WINDOW TYPE PROVIDES EGRESS? PASSED MISSILE TEST? AND QUALITY OF W�RK. Wl :. gP�. T63046 CASEMENT YES NO NO ALLOWANGE5 HALL MADE IN BEHALF OF THEB CONTRACTOR FOR P00 I ERROR OR NE6LECT ® NOTE: COMPLIES WITH EGRESS (R 510) 4 LIGHT 4 VENT (R303) HIS PART. FOB 0,695 CONTRACTOR TO CHECK ALL �0- 1 � QTY. DOOR TYPE - TLUMBER TO HE GROWN ENSURE UP AT ES5tS3 O I 3068 INSUL. * INSULATED DOOR BEFORE INSTALLATION. 08-0"1-23 j` 3 4065 B.F. INSUL. INSULA( 5IFOLDIN6 OL05ET DOOR I I 4066 INSUL. I N51.''-. 5L I D I NG CLOSET DOOR JL DRAFTING, INC. CONCR 1 5. PLEASE SEE THE ATTACHED RESeheek PRINTOUT FOR ENERGY CODE COMPLIANCE. �DRAFrSMEN All Types Of Plans Drafted 6. PLEASE SEE THE NAILING SCHEDULE P6 A-3. Providing The Finest In Affordable 1. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE DETECTORS ARE s Drafting n & editin Sve's" 0� SHOWN ON THE FLOOR PLAN. `""�' g e). CONTRACTOR TO VERIFY WINDOW 4 DOOR SIZE AND QUANTITY MATCHES PLAN. L) z �/ C�j• www.jldrafting.com 707 Suite A Route 110 • Farmingdale N.Y. 11735 z jI TABLE R3012(I) CLIMATIC, AND 6E06RAPHIG DE516N CRITERIA (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 z ? GROUND WIND DE516NSEISMIC WINTER ICE BARRIER FLOOD(WIND ZONE I) (EXPOSURE CATE60RY B) SUBJECT TO DAMAGE FROM AIR MEAN FREEZING ANNUAL c=i u�`/ SNOW SPEED TOPO6RAPHIG SPECIAL WIND WIND-BOURNE DE516N FROST LI DESIGN UNDERLAYMENT HAZARDS INDEX TEMP 1 LOAD (MPH) EFFECTS (*) RE61ON (m) DEBRIS)ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED M (,�) (�) NORMAN G. LO<' f=.F=. 20 PSF U�OT NO NO I MILE FROM B SEVERE 36" MOD-HEAVY 15 F YES - - - � COAST 4 NY 70� ROUTE 110 LICENSE S NUMBER 08g525 FIRE ISLAND DE516N CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLICABLE FOOTNOTE FARMINGDALE, NY 11-755 CORROSION PREVENTION NOTES: ENERGY COMPLIANCE NOTE: To TEL: (650-755-'7g20 I. All Simpson connectors, straps, hangers, etc. to be Z-Max type (6185 THE BEST OF MY KNOWLEDGE, Galvanized) when contacting pressure treated lumber. BELIEF 8 PROFESSIONAL 2. If contacting AGZA or AGO-D Chloride pressure treated lumber or if JUD6MENT, ALL WORK UNDER THIS used In or near waterfront locations, all Simpson connectors, straps, PROJECT TITLE: APPLICATION IS IN COMPLIANCE hangers, etc. to be stainless steel type. 3. Z-Max may be used if double Grace Vycor deck protector membrane WITH NI105 (R405) SIMULATED 1 barrier Is provided (see www.strongtiexom). PERFORMANCE ALTERNATIVE OF 4. Termite shield to be copper type. THE 2020 ENERGY CONSERVATION MANE-5515 S. All nails Into pressure treated lumber to be double hot dipped CONSTRUCTION CODE OF NEW galvanized type. YORK STATE (EGGGNYS). RE51 ENCZ / FINISH WORK NOTES: GENERAL NOTES: I. Trim,moldings, casings, window frames, etc. shall match existing unless otherwise noted on drawings. I. Engineer Is not responsible for job supervision. APPROVAL STAMPS 155 ORIOLE DRIVE 1 11. All Gypsum Board walls and ceilings shall be taped, sparkled, ready and acceptable to Owner's painter unless otherwise agreed 11. Construction is to be left open until the local building department offlcial has 5OUTHOLD, N.Y. 11Q71 to by the owner. visited the site and instructed that construction may continue. J.L. Drafting, Inc. 1` STOCKADE WAr- III. Contractor shall provide wood steps to grade. Number of steps as required by code. All deck lumber to be pressure treated. is not responsible for the scheduling of Inspections and can not be held liable 1_,� 5 •39 IV. Contractor shall provide gutters and leaders as required and shall connect them to the approved storm water drainage for costs to expose construction as required for Inspection. � PLAN o A 0" w system. III. Contractor to verify adequacy of existing foundations, bearing walls and r� 16 4 V. Contractor shall seal and prime all doors Immediately upon installation to avoid warp'ng. headers to bear new construction. ( 8 VI. See table above for maximum U and SHGG values of windows and doors that are part of thermal envelope. REScheck values IV. Contractor to confirm that all asbestos Insulation has been removed from DRAWING TITLE: SCALE 1 " = 20'-0" shall supercede general notes. the premises by a licensed asbestos removal company before the start of VII. 61a55 in doors, sidelights, and shower enclosures shall be sized, constructed, treated or combined with other materials as to construction. FROM A SURVEY minimize effectively the possibility of Injuries to persons in the event this glass Is cracked or broken. V. These drawings have been prepared by or under the direction of the VIII. All new windows shall be perma-shield finish In white as manufactured by Anderson or approved equal - furnished with Insect undersigned and to the best of the undersigned's knowledge, belief, and screens, grilles,jamb extensions, trim. etc. with 5/8" insulated glass unless otherwise agreed to, professional judgment are In compliance with the New York State Energy TO BE MA I NTA I NED IX. Window manufacturers shall certify that their products most minimum "U" values Indicated and air Infiltration rates. Conservation Construction Code and the Residential Code of New York State X. The mechanical system shall be Installed In accordance with chapter 12-24 of the Residential Code NY State. Contractor shall effective 5/2020. F I N15HED BASEMENT certify that the existing H.V.A.C. can support the new addition. VI. It Is a violation of the New York State Education Law for any person,unless A. The plumbing system shall be Installed In accordance with chapter 25-52 of the Residential Code NY State. acting under the direction of a registered Architect or a licensed Professional W/ PROPOSED EGRESS WINDOW Al. The electrical equipment and wiring shall be installed in accordance with chapter 33-42 of the Residential Gode NY State. Engineer to alter any Item on this drawing. All alterations must be made in Xlil. The skylights are to comply with section R308.6. compliance Hith the New York State Education Law, and Construction Code. The XIV. The minimum Insulation thickness for H.V.A.C. pipes shall be Installed In accordance meth section N1103S. undersigned professional whose seal appears hereon assumes no responsibility XV. The minimum insulation thickness for hot water pipes shall be installed in accordance with section N1104.5. for any such alteration or re-used without his written consent. XVI. In all framed walls, floors and roof/ceiling comprising elements of the building thermal envelope, a moisture vapor retarder VII. The liability of JL Drafting, Inc. d Norman Lok, P.E. Interrante for errors, shall be Installed on the warm-In-winter side of the'Insulation In accordance with section P-118. omissions and/or negligence resulting In personal Injuries, property damage, or DRAWN BY: DRAWING NUMBER: XVII. Wall and ceiling finishes shall have a flame spread classification of not greater than'200 with a smoke-develpoment Index of any consequential damages Is limited to the amount of the fee paid for these N.F. not greater than 450 In accordance with section R515 and Insulation shall have a flame spread index of not greater than 25 with drawings. The retention or use of all or any part of these drawings will smoke-developed Index of not greater than 450 in accordance with section R316. Wall and telling finishes to comply with R315 and constitute acceptance of this limitation of liability. JL Drafting, Inc. d Norman CHECKED BY: R316, NY State Res. Code. Lok, P.E. Interrante have no liability to persons other than the client for whom XVIII. Interior wall covering shall be Installed In accordance with section R-102.8 and exterior wall covering shall be Installed In these drawings were prepared. Anyone other than JL Drafting's clients who N.C.L. A- accordance with section R703.4. relies on these drawings does so at their own risk. Copyright 2021 JL Drafting, XIX. Asphalt shingles shall be Installed In accordance with section RQ05.2. Inc. SCALE: XX. Double floor joists required under parallel partitions and all bathrooms. VIII. The issuing and /or granting of any certificate of use or occupancy Is XXI. A minimum of q0 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps. totally and completely under the control of the town,village, city or county AS SHOJnN XXII. Simpson Strong-Tie products are specifically required to meet the structural calculations of the plan. Before substitution, government. Norman Lok, P.E. and JL Drafting, Inc. assume absolutely no confirm load capacity based on reliable published testing data or calculations. The Engineer shall evaluate and give written responsibility for the Issuing and or granting of any certificates of use and / or DATE: PROJECT NUMBER: approval for substitution prior to installation. occupancy. O8/O7/23 25-261 LEGEND MAXIMUM STUD AND JOIST 1/5 OF 1/3 OF NEW FOUNDATION NOTCH AND HOLE SIZES: 1/5 OF SPAN SPAN •' '' ' 1/5 of 3-1/2" = 1-5/52" SPAN O NOTGHE <1/3 DEPTH NEW PARTITION 1/3 of 5-1/2" = 1-2.7/32" �N OR HOLES OF JOIST ' CWl4 d O 1/5 of 1-1/4" = 2-15/52" UJ Oak EXIST. PARTITION EGRESS WINDOW N 1/3 of q-1/4" = 3" It IL 63 N _ - _ _ - DEMOLITION PARTITION / FOUND. IL o 1/3 of 11-1/4 = 3-3/4 �O Q CTOR LINE OF PRE-FAB EGRESS O 1/4 of 3-1/2" _ 1/8" �l A� ®D HARDWIRED WI NEA SMOKE TH BATTERY I/4 of 5-1/2" 1-3/8 * 't O BACKUP STRUCTURE (BEYOND) T 1/4 of "1-1/4 = 1-13/I6 EXSTG. 1/4 of q-1/4" = 2-5/16" PROVIDE A MIN, 2" NEW COMBINATION OR SEPARATE PRE-FAB EISRE55 2"x8" F.J. 1/4 of II-1/4" = 2-15/16" <1/6 DEPTH OF JOIST EXSTG. -- - - SEPARATION GO SD SMOKE / CARBON MONOXIDE 2"Xb" F.J. @16" O.G. EXSTG. STRUCTURE @16" O.G. Q 1/6 of 5-1/2" = 2q/32" BETWEEN HOLES NOTCHES ARE NOT ® DETECTOR(S) HARDWIRED WITH (3)2"XIO" GIRDER W 1/6 of '1-1/4" = I-'T/32" AND NOTCHES 25 GAUGE STL. -K 4n N- 1/6 of 13 1/6 of 1-I/4" = 1-%8" FROM EA. OTHER PERMITTED IN TEH BATTERY BACKUP SAME LOG. A5 HOLES LU 0 AND FROM ENDS O NEW HEAT DETECTOR HARDWIRED DRYWALL TRACK " u.., 3 w OF MEMBERS WITH BATTERY BACKUP I/2" G.W.B. GRADE I/2" 6 W.B. CEILING O ~O tn STUD FLOOR JO 15T L.B. WALL LOAD BEARING WALL CEILING " EXSTG. _ z-1 _ � 113 OF T.B.M. TO BE MAINTAINED PERMANENTLY 3-O � O� < I/4 DEPTH OF STUD I OF SPAN I/3 OF CONNECTED MIN. > <I/3 DEPTH 0 P05T TO BELOW 'I� WALL BEYOND z O 'AN SPAN EXSTG. - =_ � LADDER � _ _ ___ 8 GONG. l=ND. WALL TO BE O m INSIDE WIDTH R-15 INS. TO BE �_ NO NOTCHE4 / t- NOTCHES ARE NOT �01 OR HOLES t�F J015T ❑ POST FROM ABOVE 16"XS" C'.ONG. FTC. MAINTAINED ' r ' OF LADDER TO MAINTAINED Z NO BE 12" MIN. 3" I_U - _ PERMITTED IN THE SAME � = F- P.T. PRESSURE TREATED REC. ROOM 1 G TO Z `� REG. ROOM Z_ LOCATION AS HOLES 4" 25 GAUGE STL. vl::` ;!'<i` '�...'';r..;-_ - d MAX. 18 :: O I 1 w 6 L N {-IDtj DOUBLE HOT DIPPED DRYWALL STUDS ®I6" O.G. J �`= ;r_y _ N m 5/8 MIN ry- 1 A GALVANIZED VERTICAL 2"16 W B. I/2" 6 W.B. RUNG SPACING O < 405K DEPTH OF 5TUD v VERIFY IN FIELD, DIFFERENT 1/ I < 60% DEPTH OF STUD I i �O Y.I.F. IF C_ GRAVEL FOR DRAINAGE 4" 25 GAUGE STL. EXSTG. 0, 1 (FOR DOUBLE STUDS ONLY) PROVIDE A MIN. 2" FROM PLAN CONTACT DESIGN 25 6AU6E STL. EXSTG. STG. :: 4 P.G. SLAB - (NO MORE THAN 2 SUCESSIVE STUDS) SEPARATION <I/3 DEPTH OF JOIST PROFE5510NAL DRYWALL TRACK 4" P.G. SLAB 8" P.G. FND WALL DRYWALL STUDS ®I6 O.G. _- - R-13 INS. __PROVIDE A MIN. OF 2 l3ETWEEN HOLES POURED CONCRETE I I l l I/2" G W.B. PLATE SEPARATION FROM EA.HOLES AND NOTCHES NOTCHES ARE NOT P.G. PERMITTED IN THE JOIST HANGER W/ REQ D I ®�I /' I ®� IFROM EA. OTHER SAME LOG. AS HOLES n `t �/ I y EXSTG. OTHER AND FROM THE ENDS AND FROM ENDS XXX CAPACITY IN LBS. S"xl(b" FND FT6. " " OF MEMBERS <I/3 DEPTH OF JOIST 1=6R�SS STRUCTURE MUST BE A MIN. OF 36 X36 AND OF MEMBERS TEGO JOIST HANGER W/ 600 LB. PROVIDE A NET CLEAR AREA OF q s.f. BOTTOM OF EXTERIOR AND BEARING WALLS CEILIN& JOISTS / R00t RAFTERS CAPACITY (MINIMUM) SCALE I/4" = I -O" SCALE I/4" = I -O�� RE THAN 44" ABOVE THE FLOOR WINDOW WELAINDON MUST BE No OLHAS A DEPTH OF GREATER �I �I �I �.� REPLACEMENT OF EXISTING THAN 44" THERE MUST BE A PERMANENTLY CONNECTED I `�®T�H I I `�O AND`�D D R I L L I N�/ D I REGT CONSTRUCTION, WITH LIKE KIND LADDER OR STEPS. INSIDE WIDTH OF LADDER TO BE REPLACEMENT AND QUALITY, WITHIN SAME 12" MIN. 3" SPACE TO WALL 6 MAX. 15" VERTICAL RUNG FOR �N O O Z'� FRAME M E M 5 E R S STRUCTURAL OPENING SPACING. PER N.Y.S. RESIDENTIAL CODE. O.T.F. OWNER TO PROVIDE MINIMUM AREA OF WINDOW OPENING N.T.S. TO BE 5.1 s.f., MINIMUM WIDTH TO BE 20", MINIMUM HEIGHT 2411, MAXIMUM HEIGHT OF 51LL ABOVE FLOOR 44" COMMONLY U5ED RCNY5 ?_020 GODS REFERENCES R302.'1 Under-stair protection. Enclosed space under stairs that Is accessed by a door or access R311."1.1 Keith. Stairways shall be not less than 86 inches (q14 mm) in clear width of all points above the permitted panel shall have wails, under-stair surface and any soffits protected on the enclosed side with handrail height and below the required headroom height. The clear width of stalrwa s t and below the andrail SECTION R31"i PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY 1/2-Inch (12.'1 mm) gypsum board. g q g y R31-1.3.3 Fasteners for fire-retardant-treated wood used In exterior applications or wet or damp height, Including treads and landings, shall be not less than 511/2 Inches ("181 mm) where a handrail is installed on R31'1.1 Location required. locations. R303.1 Interior stairway Illumination. one side and 2"1 Inches (6418 mm) where handrails are Installed on both sides. Protection of wood and wood-based products from decay shall be provided in the following locations by Fasteners, including nuts and washers, for fire-retardant-treated wood used in exterior applications or Interior stairways shall be Frovided with an artIFIcial light source to illuminate the landings and Exception: The width of spiral stalrwa s shall be In accordance with Section R311."1.10.1. the use of natural) durable wood or wood that is preservative-treated In accordance with AWPA UI. pp treads. The light source shall be capable of Illuminating treads and landings to levels of not less p p y y p wet or damp locations shall be of hot-dipped, zinc.-coated galvanized steel, stainless steel, silicon bronze 08-0'1-23 I FOR FILING R311.'1.2 Headroom. I. Wood joists Or the bottom of a wood structural floor when closer than 18 Inches (45-I mm) or wood or copper. Fasteners other than nails, staples les and timber rivets shall be permitted to be of mechanlGall than I foot-candle (11 lux) as measured at the center of treads and landings. There shall be a wall p p p y DATE: ISSUE NO. DESCRIPTION switch at each floor level to control the light source where the stairway has six or more risers. The headroom In stairways shall be not less than 6 feet 8 Inches (2032 mm) measured vertically from the girders when closer than 12 inches (305 mm) to the exposed ground in crawl spaces or unexcavated area deposited zinc-coated steel with coating weights In accordance with ASTM B 6q5, Glass 55 minimum. .. g y sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of located within the periphery of the building foundation. R31"7.3.4 Fasteners for fire-retardant-treated wood used In Interior applications. Exceptions: the stairway. 2. Wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 } pp � .'" I. A switch is not required whore remote, central or automatic control of lighting Is provided. y 9 y Fasteners, including nuts and washers, for fire-retardant-treated wood used In Interior locations shall be cl g g P Exceptions: inches (205 mm) from the exposed ground. In accordance with the manufacturer's recommendations. In the absence of the manufacturer's 2. Owner-occupied dwellings not supplied with electrical power In accordance with Section E3401.2.1. I. Where the nosin s of treads at the side of a flight extend under the ad a of a floor opening through which 3. Sills and sleepers on a concrete or mason slab that Is In direct contact with the round unless CONTRACTOR SHALL VERIFY 9 9 9 P 9 9 p ry 9 recommendations, Section R317.33 shall apply. R303.8 Exterior stairway Illumination. the stair asses the floor opening shall be allowed to project horizontal) Into the required headroom not more separated from such slab an Impervious moisture barrier. R31"1.4 Plastic composites. ALL FIELD CONDITIONS AND a ftE p p 9 P j y q p p p Exterior stairways shall be provided with an artificial Tight source located at the top landing of the DIMENSIONS AND BE �.. than 4-5/4 Inches (121 mm). 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than Plastic composite exterior dock boards, stair treads, guards and handrails containing wood, cellulos►c or RESPONSIBLE FOR FIELD FIT stairway. Exterior stairways, providing access to abasement from the outdoor grade level shall be , ,ANC 0. 2. The headroom for spiral stairways shall be In accordance with Section R311.1.10.1. 1/2 inch (12.'1 mm) on tops, sides and ends. other biodegradable materials shall comply with the requirements of Section R50'1.3. AND QUALITY OF WORK, t provided with an artificial light source located at the bottom landing of the stairway. R311.7.6 Landings for stalrwa s. S. Wood siding, sheathing and wall framing on the exterior of a building haven a clearance of less than 6 ND ALLOWANCES SHALL B 0 . O ' . Exception: Owner-occupled dwellings not supplied with electrical power in accordance with Section g y 9 9 9 9 9 SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES MADE A BEHALF OF THE'' � : There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the inches (152 mm) from the ground or less than 2 Inches (51 mm) measured vertically from concrete steps, R316.1 Subterranean termite control methods. ,e .� 1,.,t. E34012.1. CONTRACTOR FOR At�' : �.. R310 EMER&ENGY E50APE AND RESCUE OPENIN65 direction of travel shall be not less than the width of the flight served. Landings of shapes other than square porch slabs, patio slabs and similar horizontal surfaces exposed to the weather. In areas subject to damage from termites as Indicated by Table R301.2(I), methods of protection shall be ERROR OR NEGLECT ON or rectangular shall be permitted provided that the depth at the walk line and the total area 15 not less than 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the one, or a combination, of the followin methods: HIS PART. �' �I Z R310.1 Emergency escape and rescue opening required. 9 ; ,.. that of a quarter circle with a radius equal to the required landing width. Where the stalrwa has a straight run, weather, such as concrete or mason slabs, unless separated from such floors or roofs an Impervious c� !A,.f'.„1: Basements, habitable attics and every sleeping room shall have not less than one operable q q q g y g � ''� p � p I. Chemical tormiticlda treatment In accordance with Section R3182. CONTRACTOR TO ALL emergency esca a and rescue opening. Where basements contain one or more sleeping rooms, an the depth in the direction of travel shall be not less than 36 Inches M14 mm). moisture barrier. 2. Termite baiting system Installed and maintained In accordance with the label. LUMBER TO ENSURE THAT 08,952 � emergency escape and rescue opening shall be required in each sleeping room. Emergency escape Except!c,n: A floor or landing Is not required at the top of an Interior flight of stairs, including stairs in an T Wood furring strips or a+:'ler wood framing members attached directly to the Interior of exterior S. Pressure-preservative-treated wood In accordanca with the provisions of Section R3173. THE GROWN FACES uP �' � g y p p g q p g g y p enclose, are e, provided that a door does not owing over the stairs. masonry walls or concrete rtialls below grade except where an approved vapor retarder is applied ' P� -O-T-23 and rescue openings shall open directly into a public way, or to a yard or court that opens to a g g p 9 y 9 P pP P pp 4. Naturally durable termite-resistant wood. BEFORE INSTALLATION. �fE$$;O� public way. R311.1.1 atalrway walking surface. between the wall and the furring strips or framing members. S. Physical barriers In accordance with Section R50.3 and used in locations as specified in Section R31'1.1. Exception: Storm shelters and basements used only to house mechanical equipment not exceeding a The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical in 48 R31"1.1.1 Field treatment. 6. Cold-formed steel framing In accordance with Sections R505.2.1 and R6032.1. total floor area of 200 square feet. - -- -- inches horizontal (2-percent slope). Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated in the field In R318.1.1 Quality mark. aJ L DRAFTING,G INC. R310.1.1 Operational constraints and opening control devices. R311.1.8 Handralls. accordance with AWPA M4. Lumber and plywood required to be prossure-proservative treated In accordance with Section R316.1 Emergency escape and rescue openings shall be operational from the Inside of the room without the Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or R31'1.12 Ground contact. shall bear the quality mark of an approved inspection agency that maintains continuing supervision, testing DRARrsMEN All Types Of Plans Drafted use of keys, tools ors special knowledge. Window opening control devices complying with ASTM F more risers. All wood In contact with the ground, embedded In concrete in direct contact with the ground or embodded and inspection over the quality of the product and that has been approved lv an accreditation bodythat �s w4 20g0 shall be permitted for use on windows serving as a required emergency escape and rescue R311.'1.8.1 Height. In concrete exposed to the weather that supports permanent structures intended for human occupancy complies with the requirements of the American Lumber Standard committee treated wood ro_ram l opening. g y p p adjoining g, shall be approved ressure- reservative-treated wood suitable for round contact use, except that program. ��'�� ProvidingThe Finest In Affordable p g Handrall height, measured vertically from the sloped lane ad oinin the tread nosing, or finish surface of ramp pp p p 9 p R31 i2 Field treatment. s4 R310.2 Emergency escape and rescue openings. slope, shall be not less than 34 Inches (864 mm) and not more than 38 Inches 0165 mm). untreated wood used entirely below groundwater level or continuously submerged In fresh water shall not Field-cut ends, notches and drilled holes of prossura-preservative-treated wood shall be retreated In Drafting&�7editing Svc's- Emergency escape and rescue openings shall have minimum dimensions as specified In this section. Exceptions: be required to be pressure-prasarvativo treated. the hold in accordance with AWPA M4. . R3102.1 Minimum opening area. I. The use of a volute, turnout or starting casing shall be allowed over the lowest tread. R311.1.3 6eographical areas. R3152 Chemical termiticide treatment. Emergency and escape rescue openings shall have a net clear opening of not less than 5.'1 square 2. Where handrall fittings or bendings are used to provide continuous transition between flights, transitions at In geographical areas where experience has demonstrated a specific need, approved naturally durable Chemical tormitictde treatment shall Include soil treatment or hold-applied wood treatment. The www. 'ldraftin .com feet. The net clear o enlnc dimenion required by this section shall be obtained by the normal winder treads, the transition from handrail to guard, or used at the start of a flight, the handrail height at the or pressure-preservative-treated wood shall be used for those portions of wood members that form the concentration, rats of application and method of treatment of the chemical termltielde shall be in strict 707 Suite A Route) g p -1 q structural supports of buildings, balconies, porches or similar permanent building appurtenances when those 110 Farmingdale N.Y. 11819 operation of the emergency escape and rescue opening from the Inside. The net clear height fittings or bcndings shall be permitted to exceed 38 Inches (q56 mm). PP 9 P P 9 PP accordance with the tarmiticlde label. (s31) 843-1949 • (71a 224-0001 • Fax s31 843-also opening shall be not less than 24 Inches (610 mm) and the net clear width shall be not less than 20 members are exposed to the weather without adequate protection from a roof, cave, overhang or other R318.3 Barriers. ) ( ) p g R311.'1.82 Handrail projection. Handrails shall not project more than 41/2 Inches (114 mm) on either side of the covering that would prevent moisture or water accumulation on the surface or at joints between members. Approved physical barriers, such as metal or plastic shooting or collars specifically designed for termite Inches. stairway. Depending on local experience, such members may Include: Exception: Grade floor or below grade openings shall have a net clear opening of not less than 5 Exce tion: Whore nosin s of landtn s, floors or passing ill hts project act into the stairway reducing the clearance p g p y prevention, shall be Installed in a manner to prevent termites from entering the structure. Shields placed P 9 9 P 9 9 P j y 9 I. Horizontal members such as girders,joists and decking. on to of an exterior foundation wall are permitted to be used one If In combination with another method I�ORMA� L0 F.E. square feet. at passing handrails, handrails shall project not more than 61/2 Inches (165 mm) Into the stairway, provided that p p y P 9 P j y P 2. Vertical members such as posts, poles and columns. of protection. R51022 Window sill height. the stair width and handrail clearance are not reduced to loss than that required. I More a window Is provided as the emergency oscapo and rescue opening, it shall have a sill height q R Both horizontal and vertical members. R3 8.4 Foam plastic protection. In areas where the probability of termite Infestation Is very heavy as R311."1.8.3 Handrail clearance. Handralls adjacent to a wall shall have a space of not less than II/2 inches (38 R31'1.1.4 Wood columns. indicated in Figure R301.2(6), extruded and expanded of st rene, of isoc anurate and other foam of not more than 44 Inches (in8 mm) above the floor;where the sill height Is below grade, It shall be mm) between the wall and the handrails. Wood colurrins shall be approved wood of natural data resistance or approved g p y p y y N''S LICENSE NUMBER 08c1525 provided with a window well In accordance with Section R3102.3. Pp y PP plastics shall not be Installed on the exterior face or un or interior or exterior foundation walls or slab p R311.1.8.4 Continuity. Handrails shall be continuous for the full length of the flight, from a point directly above the ressure-preservative-treated wood. foundations located below grade. The clearance between foam plastics installed above grade and -70-1 ROUTE 110 Suite A-1 R3102.3 Window wells. top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or exceptions: exposed earth shall be not less than 6 Inches (152 mm). The horizontal area of the window well shall be not less than q square feet (0.9 m), with a horizontal shall terminate In newel posts or safety terminals. I. Columns exposed to the weather or In basements where supported by concrete piers or metal Exceptions: FARMIN&DALE, NY 11-155 projection and width of not, less than 36 inches (q14 mm). The area of the window well shall allow the Exceptions: pedestals projecting I inch (25 mm) above a concrete floor or 6 Inches (152 mm) above exposed earth p emergency oscape and rescuo opening to be fully opened. 1. Handrail continu►t shall be permitted to be Interrupted a newel Post at a turn In a flight with winders, rat a p p j 9 P I. Buildings where the structural members a walls, floors, callings and roofs are entirely of noncombustible TEL: (650-155--Tc120 y p p by p g and the earth Is covered by an approved Impervious moisture barrier. materials or ressure- reservative-treated wood. Exception: The ladder or steps required by Section R310.2.3.1 shall be permitted to encroach not landing,or over the lowest tread. 2. Columns in enclosed crawls aces or unexcavated areas located within the periphery of the building p p more than 6 Inches (152 mm) into the required dimensions of the window wall. 2. A volute, turnout or starting Basin shall be allowed to terminate over the lowest tread. p p p y 9 plastic Whored addition f the requirements of Section ageR516 i, an approved method of protecting the foam cl 9 9 when supported by a concrete Ater or metal pedestal at a height more than 8 Inches (203 mm) from plastic and structure from subterranean termite damage Is used. R3102.3.1 Ladder and steps. R312.1.1 I^there required. Guards shall be provided for those portions of open-sldod walking surfaces, Including exposed earth and the earth is covered by on Impervious moisture barrier. 3. On the Interior side of basement walls. Wlndow wells with a vertical depth greater than 44 Inches (1118 mm) shall be equipped with a stairs, ramps and landings, that are located more than 30 Inches ('162 mm) measured vertically to the floor or 3. Deck posts supported by concrete piers or metal pedestals projecting not less than I Inch (25 mm) R50-12.1 Wood materials. Wood materials shall be No. 2 grade or better lumber, preservative-treated In PROJECT TITLE: permanently affixed ladder' or stags usable with the window In the fully open position. Ladders or grade below at any point within 36 Inches (0114 mm) horizontally to the edge of the open side. Insect screening above a concrete floor or 6 Inches (152 mm) above exposed earth. accordance with Section R31"1, or approved, naturally durable lumber, and termite protected where steps required by this sect:ton shall not be required to comply with Sections R3111 and R511.8. shall not be considered as a guard. RSM.1.5 Exposed glued-laminated timbers. required In accordance with Section R318. Marc design In accordance with Section R501 is provided, Ladders or rungs shall have an Inside width of not less than 12 inches (505 mm), shall project not R312.1.2 Height. Required guards at open-sided walking surfaces, Including stairs, porches, balconies or landings, The portions of glued-laminated timbers that form the structural supports of a building or other structure wood structural members shall be less than 3 Inches (616 mm) Prom the wall and shall be spaced not more than 18 Inches (45-1 mm) on shall be not less than 36 inches 0114 mm) in height as measured vertically above the adjacent walking surface or and are exposed to weather and not properly protected by a roof, cave or similar covering shall be designed using the Hot service factor defined In AWC NOS. Guts, notches and drilled holes of MANESS 15 center vertically for the full height of the window well. the line connecting the nosings. pressure treated with preservative, or be manufactured from naturally durable or proservative-treated preaerveitivetreated wood members shall be treated In accordance with Section R311.1.1. All R 1 R310.2.3.2 Drainage. Exceptions: wood. preservative-treated wood products in contact with the ground shall be labeled for such usage. Jr N Wlndow wells shall be designed for proper drainage by connecting to the building's foundation I. 6uards on the open sides of stairs shall have a height of not less than 34 Inches (864 mm) measured R311.2 Quality mark. R50'1.2.2 Plastic composite deck boards, stair treads, guards, or handrails. Plastic composite exterior drainage system required by Section R405.1 or by an approved alternative method. vertically from a line connecting the nosings. Lumber and plywood required to be pressure-proservative treated In accordance with Section R318.1 deck boards, stair treads, guards and handrails shall comply with the requirements of ASTM 01052 and 155 ORIOLC DRIVE Exception: A drainage system for window wells is not required where the foundation Is on 2. Mora the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be shall bear the quality mark of an approved Inspection agency that maintains continuing supervision, testing this section. well-drained soil or sand-grovel mixture soils in accordance with the United Soil Glasslflcation not less than 34 Inches (664 mm) and not more than 38 Inches 0165 mm) as measured verticall from a line and Inspection over the quality of the product and that has been approved an accreditation body that R5012.2.1 Labelin Plastic composite dock boards and stair treads, or their packaging, shall bear a 5OUTHOLD, N.Y. 11CMI System, Grow 1 Soils, as detailed in Table R405.1. y p q y p pp y g' p p g �" y P connecting the nosings. complies with the requirements of the American Lumber Standard Committee treated wood program. label that Indicates compliance with ASTM D'1032 and Includes the allowable load and maximum allowable R310.2.4 Emergency escape and rescue openings underdecks and porches. p R312.13 O ening limitations. span determined In accordance with A TM D"1032. Plastic or composite handrails and vends, or their Emergency oscape and rescue openings shall be permitted to be Installed under decks and porches p d R31-12.1 Required Information. p p g provided that the location of the deck allows the emergency escape and rescue openings to be fully Required guars shall not have openings from the walking surface to the required guard height that a11ow The required quality mark on each piece of pressure-preservative-treated lumberor plywood shall packaging, shall bear a label that indicates compliance opened and provides a path not less than 36 Inches 0114 mm) in height to a yard or court. asses a of a sphere 4 inches (102 mm) In diameter. contain the following information.. with ASTM D'1032 and Includes the maximum allowable span determined In accordance with ASTM D'1032. exceptions: I. Identification of the treating plant. ;2. Type of preservative. R50'1.2.2.2 Flame spread index. Plastic composite deck boards, stair treads, guards, and handrails shall DRAWING TITLE: R310.2.5 Replacement Hindows. 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall 3. The minimum preservative retention. ; 4. End use for which the product was treated. exhibit a flame spread index riot exceeding 200 when tested In accordance with ASTM E54 or UL '125 Replacement windows Installed In buildings meeting the scope of this code shall be exempt from the not allow passage of a sphere 6 Inches (153 mm) In diameter. S. Standard to which the product was treated. ;6. Identity of the approved Inspection agency. ;-1. The with the test specimen remaining In place during the test. maximum sill height requirements of Sections R310.1 and Sections R3102.1 and R31022, provided the 2. 6uards on the open side of stairs shall not have openings that allow passage of a sphere 4-5/5 Inches (III designation Dry, If applicable. Exception: Plastic composites determined to be noncombustible. replacement window meets the following conditions: mm) In diameter. Exception: Quality marks on lumber less than I Inch (25 mm) nominal thickness, or lumber less than nominal I Rg02.4 Rooftop-mounted photovoltaic panel systems. /� I. The replacement wlndoH 'is the manufacturers largest standard size window that Hill fit within the R312.2 Wlndow fall protection. Window fall protection shall be provided In accordance with Sections R312.2,.1 and Inch 5 inches (25 mm 121 mm) or 2 Inches 4 Inches (51 mm 102 mm) or lumber 36 Inches (4114 mm) Rooftop-mounted photovoltaic panel systems Installed on or above the roof covering shall be tested, TO BE MA I I`lTA I �F_D existing frame or existing rough opening. The replacement window Is of the same operating style as R312.22 or lose In length shall be applied by stamping the faces of exterior pieces or by and labeling not loss listed and Identified with d fire classification In accordance with UL I703 and UL 2'f03. Glass A, B or G the existing window or a style that provides for an equal or greater window opening area than the R3122.1 Window sills. In dwelling units, where the top of the sill of an operable window opening 1s less than 24 than 25 percent of the pieces of a bundled unit. photovoltaic panel systems and modules shall be Ihstalled In FINISHED BASEMENT existing window. Inches above the finished floor and greater than '12 Inches above the finished grade or other surface below on R31T,3 Fasteners and connectors in contact with preservative-treated and fire-retardant-treated wood. Jurisd►ctlons designated by law as requiring their use or whore 2. The replacement window is not part of a change of occupancy. the exterior of the building, the operable window shall comply with one of the following: the od a of the roof Is less than 3 feet from a lot line. W/ PROPOSED EGRE55 WINDOW R310.3 Emergency escape and rescue doors, g p P y 9' Fasteners, Including nuts and washers, and connectors In contact with preservative-treated wood and 9 9 y P 1. Operable windows with openings that will not allow a 4 Inch diameter sphere to pass through the opening fire-retardant-treated Hood shall be In accordance with this section. The coating weights for zinc-coated Rg05.1.2 Ice barriers. In areas where there has been a history Where a door Is provided as the required emergency asaape and rescue opening, It shall be where the opening Is In its largest opened position. fasteners shall be In accordance with A5TM A 155. Stainless steel driven fasteners shall be In of Ice forming along the caves causing a backup of Hater as permitted to be a side-hinged door or a slider. Where the opening is below the adjacent ground 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2Og0. accordance with the material requirements of ASTM F 1661. designated In Table R30120U, an Ica barrier shall be installed elevation, It shall be provided with a bulkhead enclosure. 3. Operable windows that are provided with window opening control devices that comply with R3122 2 . . . R31131 Fasteners for preservative-treated wood. for asphalt shingles, metal roof shingles, mineral-surfaced roll R310.32 Area wells. Area wells shall have a width of not less than 36 Inches (ql4 mm). The area well R31222 Window opening control devices. Window opening control devices shall comply with A5TM F 2OgO. The Fasteners, Including nuts and washers, for preservative-treated wood shall be of hot-dipped, zinc-coated roofing, slate and slate-type shingles, wood shingles and wood shall be sized to allow the emergency escape and rescue door to be fully opened. window opening control device, after operation to release the control device allowing the window to fully open, galvanized steel, stainless steel, silicon bronze or copper. Staples shall be of stainless steel. Coating shakes. The Ice barrier shall consist of not fewer than two DRAWN BY: DRAWING NUMBER: R310.3.2.1 Ladder and steps. Area wells with a verticaldepth greater than 44 inches (1118 mm) shall shall not reduce the net clear opening area of the window unit to less than the area required by Section typos and Heights for connectors In contact with preservative-treated wood shall be In accordance with layers of underlayment cemented together, or aself-adhering N.F. be equipped with a permanently affixed ladder or steps usable with the door in the fully open R310.2.1. the connector manufacturer's recommendations. In the absence of manufacturer's recommendations, a polymer-modified bitumensheot shall be used In place of normal position. Ladders or steps required by this ovation shall not be required to comply with Section minimum of ASTM A 655 type 6185 zinc-coated galvanized steal, or equivalent, shall be used. underiagment and extend from the lowest edges of all roof CHECKED BY: R311:1. Ladders or rungs shall have an inside width of not less than 12 inches (505 mm), shall project R310.5 Dwelling additions. - surfaces to a oint not less than 24 inches (610 mm) Inside the not less than 3 Inches (T6 mm) from the Hall and shall be spaced not more than 16 Inches (45-1 mm) Where dwelling additions occur that contain sleeping rooms, an emergency escape and rescue opening shall be R31,L5.1 Exceptions: exterior wall line of the building. On roofs with slope equal to N.G.L. A- on center verticallyfor the full height of theexterlor stairwell. provided In each new sleeping room. Where dwelling additions occur that have basements, an emergency escape I. 1/2-Inch-diameter (12.'1 mm) or greater steel bolts. or greater than eight units vertical In 12 units horizontal 9 and rescue o enin shall be rovided In the new basement. 2. Fasteners other than nails, staples and timber rivets shall be permitted to be of mechanically P 9 p SCALE: e drainage connecting to the 6"I ercen slope), the Ice barrier shall also be lied not E R310.322 Drainage. Area wells shall be designed for properyby g deposited zinc-coated steel with coating Heights In accordance with ASTM B 6q5, Glass 55 minimum. ( t )� Pp building's foundation drainage system required Section R405.1 or an approved alternative Exceptions: p g g less than 36 inches (q14 mm) measured along the roof slope 9 y y q � � pp 3. Plain carbon steel fasteners In SBX/DOT and zinc borate preservative-treated wood In an interior, dry 9 p method. I. An emergency escape and rescue opening is not required In a new basement that contains a sleeping room p y AS SHOWN with on emergency esca a and rescue opening. environment shall be pormitted. from the nave edge of the building. Exception: A drainage system for area wells Is not required where the foundation Is on well-drained g y p p g' R31"1.32 Fastenings for wood foundations. Exception: Detached accessory structures not containing soli or sand-gravol mixture, soils In accordance with the United Soil Gloselflcation System, Group I 2. An emergency escape and rescuo opening Is not required in a now basement whore thorn Is an emergency 9 conditioned floor area. DATE: PROJECT NUMBER: Soils, as detailed In Table R405.1. escape and rescue opening in an existing basement that Is accessed from the new basement. Fastenings, including nuts and washers, for wood foundations shall be as required in AFPA PWF. 05/0-1/23 25-261 -- - -- I - -- - FASTENING SCHEDULE PER TABLE R602.3(I) FASTENING SCHEDULE PER TABLE R602.3(I) --CONTINUED LEGEND ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c 5PAGIN6 AND LOCATION 5PAGIN6 OF FASTENERS ELECTRIC LEGEND MECHANICAL VENTILATION CALCULATION FOR NEW FOUNDATION ROOF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c E126E5 INTERMEDIATE T.B,M. LIVING AREA NEW PARTITION 4-8d BOX (2.5" X 0.115") or (INGHE5)h SUPPORTS cp �j WALL SWITCH D114ELLIN6 UNIT FLOOR AREA = 5,152.6 S.F. EXIST. PARTITION (INCHES)I BLOCKING, BETWEEN GEILIN6 JOISTS OR 3-8d COMMON (2.5" X 0.151") or TOE NAIL # OF BEDROOMS = 3 _ - _ _ = DEMOLITION PARTITION FOUND. 3-3° x o.131° NAILS PARTICLEBOARD RAFTERS TO TOP PLATE 3-I0d BOX (3" X o.128") or WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND AIRFLOW GFM REQV PER M1505.4.3(1) = 60 GFM WALL SWITCH-3 WAY cJ.D NEW SMOPARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.3(E) FOR WOOD STRUCTURAL PANEL 3 PROVIDE (I)60 GFM MECHANICAL VENT HARDWIRED WITH BATTERY KE DETECTOR 4-8d BOX (25" X 0.113"9 or EXTERIOR WALL SHEATHING TO WALL FRAMING] - ® BACKUP 3-8d COMMON (2.5" X 0.1319 or 2 GEILIN6 J015T:i TO TOP PLATE 3-IOd BOX (3" X 0.128") or PER JOIST, TOE NAIL II bid COMMON 2 X 0.113 SUBFLOOR, I �' CEILING FIXTURE NEW COMBINATION OR SEPARATE 3-3" X 0.151" NAILS 30 3/8 - I/2" -S COMMON ((2.5 X��0.131.1 (ROOF),F) 6 12 f ARTIFICIAL LIGHTING GALGULATI ON FOR GO/SD SMOKE / CARBON MONOXIDE RSRS-OI BOX (2.37$ X 0.113 ) (ROOF) , GEILIN6 JOIST NOT ATTACHED TO 4-IOd BOX (3" X 0.128") or 8d COMMON 2.5" X 0.151" or PROPOSED LIVING AREA DETECTOR(S) HARDWIRED WITH 3 3-I6d COMMON (3.5" X 0.162"9 or FACE NAIL PARALLEL RAFTER, LAPS OVER 31 Iq/32„ - I 12 f RSRS-OI BOjC (2.375" X 0.113") (ROOF) 6 BATTERY BACKUP REQUIRED LIGHTING = b FOOTGANDLES (65 LUX) ® 30" ABOVE F.F. PARTITIONS (SEE SECTION R802.5.2 AND 4-3" X 0.151" NAILS lod COMMON (3",X 0.148") or OUTDOOR COMBUSTION AIR CALCULATION NEW HEAT DETECTOR HARDWIRED TABLE 1P802.5.2) 32 I-I/8" - 1-1/4" 6 12 H LUMENS = 586 s.f.. X 6 FOOTGANDLES = 3,516 LUMENS REQ D GEILIN6 JOIST ATTACHED To PARALLEL 8d (2.5" X 0.151") DEFORMED NAIL PER G240'1.6.2 WITH BATTERY BACKUP 4 RAFTER (HEEL JOINT) (SEE SECTION TABLE R802.5.2 FACE NAIL OTHER WALL SHEATHING g GAS BOILER BTU/HR = 550,000 BTU/HR 6O WATT BULB = 80L LUMENS TOTAL BTU/HR = 170p00 BTU/HR 3,516 LUMENS /800 LUMENS = 4.3q-60 WATT LIGHTS L.B. j/�AL,L LOAD BEARING WALL R802.5.2 AND 'TABLE R802.52) 1.5" GALVANIZED ROOFING, NAIL -1/16" HEAD PROVIDE (0) 60 WATT FIXTURES T,B,N(, TO BE MAINTAINED 11 „ 1/2 STRUCTURAL CELLUL0510 " 6 &A. STAPLE WITH 3 6 MINIMUM VENT AREA: DOLLAR TIE TO RAFTER, FACE NAIL 4-IOd BOX (3 X 0.128) or FACE NAIL EACH 33 FIBERBOARD SHEATHING DIAMETER, or 1/16" LONG I 550,000 / 5000 = 116.66 5.1. 5 OR 1.25 X 20 &A. RIRAFTERD&E STRAP TO 3-10d 4 COMMON (5 NAILS or 25/32 STRUCTURAL CELLULOSIC 1.75 GALVANIZED ROOFIN " FREE VENT AREA PER 62407.10 = II6.66 / 0.7 = 166 5.1. ® POST TO BELOW RAFTER '?/Ib or I GROWN " 6 NAIL, 7/16 HEAD 14"XI2" VENT AREA = 165 5.1. O P05T FROM ABOVE 3-Ibd BOX (3.5" X 0.135") or 2 TOE NAILS ON ONE 34 DIAMETER or 1.5" LONG I6 GA. STAPLE WITH 3 b COMPLIES WITH CODE PRESSURE TREATED . Per AJ601.82 2 In alterations of existing dwellings, carbon monoxide alarms �•-('• FIBERBOARD SHEATHING wered by a 10-year battery shall be allowed and Interconnection of alarms 6 RAFTER OR ROOF TRUSS TO PLATE 3-IOd COMMON�(3" X 0.148") or SIDE AND I TOE NAIL ON 7 11 shall t b /I6 or I GROWN powered sa not required In: 4-10d BOX (3 X 0.128 ) or OPPOSITE SIDE OF EACH IS GALVANIZED ROOFIN6 NAIL; �i HDG DOUBLE HOT DIPPED 4-3" X 0.151" NAILS RAFTER or TRUSS, 1 35 1/2" GYPSUM SHEATHING d STAPLE GALVANIZED, I S" LONG; '7 7 I. Work areas where the alteration does not result In the removal or exposure GALVANIZED 4-I6d BOX (3.5 X 0.135) or - of Interior wall or ceiling finishes that reveal the structure unless there Is an :: �� 1.25 SCREWS, TYPE W or S g VERIFY IN FIELD IF DIFFERENT 3-I0d COMMON (3" X 0.148"9 or 1.75" GALVANIZED ROOFING NAIL; EGRESS STRUCTURE MUST BE A MIN. OF 36"X36" AND attic, crawl space, basement, or similar space available that could provide V.I.F. TOE NAIL 7 .7 PROVIDE A NET CLEAR AREA OF q s.f. BOTTOM OF access for power and Interconnection without the removal of such Interior FROM PLAN CONTACT DESIGN ROOF RAFTERS TO RIDGE, VALLEY OR 4-IOd BOX (3" " 0.128") or 36 5/8" GYPSUM SI-IEATHIN6 d STAPLE GALVANIZED, 1. A LONG; WINDOW MUST BE NO MORE THAN 44" ABOVE THE finishes. PROFESSIONAL 4-3" X 0.131" NAILS 1.625" SCREWS, TYPE W or S FLOOR. IF WINDOW WELL HAS A DEPTH OF GREATER 2. Existing portions of a dwelling unit that are provided with additional carbon 7 HIP RAFTERS OR ROOF RAFTER TO P.C. POURED CONCRETE 11 2 3�Od BOXN33X 0.12b6 or or WOOD STRUCTURAL PANELS COMBINATION SUBFLO�OR UNDERLAYMENT TO FRAMING ITHAD4 3'"OTHERE MST BE A PERMANENTLY DTLORNNECT D TO BE monoxide alarms as required by AJ601.8.2.1, and dwelling units without commercial MINIMUM 2 RIDGE BEAM _ ( „ „) �: END NAIL 37 5/4 AND LESS bd DEFORMED (2 X 0.120) NAIL or 6 12 " G TO WALL E MAX. 18" VERTICAL RUNG XXX CAPACITY IN JOIST RLBS.REQ'D 8d COMMON (2.5 X 0.1319 NAIL 3-3" X 0.151" NAILS 8d COMMON (2.5" X 0.151") NAIL or SPACING. PER N.Y.5. RESIDENTIAL CODE. JOIST HANGER W/ 600 LB. W ALL 38 7/8" - I° 8d DEFORMED (2.5" X_0.120") NAIL 6 12 NOTE, ALL FRAMING LUMBER TO BE DOU6LA5 FIR-LARCH #2 OR BETTER. TEGO CAPACITY (MINIMUM) I6d COMMON (3S" X 0.162") 24" O.G. FACE NAIL IOd COMMON (3" X 0.148") NAIL or STUD TO STUD (NOT AT BRACED WALL 3q 1-I/8" - 1-114" 6 12 MINIMUM AREA OF WINDOW OPENING REPLACEMENT of EXISTING 8 lod BOX (3" X 0.128") or 6d DEFORMED (2.5" X 0.120") NAIL DIRECT ' PANELS) I6 O.G. FACE NAIL TO BE 5.7 5.f., MINIMUM WIDTH TO BE CONSTRUCTION, WITH LIKE KIND 3 X 0.151 NAILS a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections WALL LE&END REPLACEMENT AND QUALITY WITHIN SAME Cl INTERSECTING W ABUTTING STUDS AT Ibd BOX (3.5" X 0.155") or " shall have minimum average bendingyield strengths as shown: 80 ksl for shank diameter of O.Ig2 Inch (20d common nail) q0 ksl for 20", MINIMUM HEIGHT 24", MAXIMUM ' STUD TO STUD AND 12 O.G. FACE NAIL � g „ STRUCTURAL OPENIN hLL CORNERS (AT 3" X 0.151" NAILS shank diameters larger than 0.142 Inch but not larger than 0.177 Inch, and 100 Irsl for shank diameters cf 0.142 Inch or less. HEIGHT OF SILL ABOVE FLOOR 44 G BRACED WALL PANELS) I6d COMMON (35" X 0.162"9 16" O.G. FACE NAIL b. Staples are 16 gage wire and have a minimum 7/I6-inch on diameter crown width. O.T.P. OWNER TO PROVIDE 16" O.G. EACH EDGE a. Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 48 Inches or greater. , NON-FIRE RATED WALL Ibd COMMON (3S X 0.162 ) d. Four-foot 8-foot or 4-foot q-foot panels shall be applied Vertical) to BUILT-UP HEADER: (2° TO 2" HEADER FADE NAIL � � p pp y• (I/2" GWB ON EACH SIDE) WITH 0.5" SPACER) Ibd BOX (3S" X 0.135") 12" O.G. EACH EDGE e• 5pacing of fasteners not included in this table shall be based on Table Rbo2.5(2). FACE NAIL f. For wood structural panel roof sheathing attached to gable end roof framing and to Intermediate supports within 48 inches of roof 5-8d BOX (2.5 X 0.113) or edges and ridges, nails shall be spaced at 6 Inches on center where the ultimate design wind speed Is less than 150 mph and shall be ONE HOUR FIRE-RATED WALL II CONTINUOUS HEADER TO STUD 4-8d COMMON (2.5" X 0.151") or TOE NAIL spaced 4 Inches on center where the ultimate design wind speed is 130 mph or greater but less than 140 mph. �� 4-10d OX (3" X 0.128") Gypsum sheathing shall conform to ASTM GI3g6 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform B (5/8 TYPE X GWB ON EACH SIDE) o A5TM 0208. I6d COMMON (35" X 0.162") 16" O.G. FACE NAIL h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking 12 TOP PLATE TO TOP PLATE IOd BOX (3" X 0.1269 or 12" O.G. FACE NAIL and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing PIPE OR OTHER 3" X 0.151" NAILS members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be PENETRATION 12-I6d BOX (35" X 0.135"9 or FACE NAIL ON EACH SIDE provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. 13 DOUBLE TOP PLATE SPLICE 8-I6d COMMON (35" X 0.162"9 or OF END JOINT (MINIMUM I. Nhere a rafter Is fastened to an adjacent parallel ceiling joist In accordance with this schedule, provide two toe nails on one side of 12-I0d BOX (3" X 0.128"9 or 24" LAP SPLICE LENGTH the rafter and toe nails from the ceiling joist to top plate in accordance with this schedules. The toe nail on the opposite side of the 5/4" PLYWOOD 12-3" X 0.151" NAILS EACH SIDE OF END JOINT) rafter shall not be required. FLOOR (2) 2"X4" TOP PLATE BOTTOM PLATE TO JOIST, RIM JOIST, I6d COMMON (3.5" X 0.162") 16" O.G. FACE NAIL J. R5R5-01 is a Roof Sheathing Ring Shank nail meeting the speclfications In ASTM F1667. 14 BAND JOIST OR BLOOKIN67 (NOT AT I6d BOX (3.5" X 0.15511) or 12" O.G. FACE NAIL wsOS-O?-23 I FOR FILING BRACED WALL PANELS) 3" X 0.151" NAILS BOTTOM PLATE TO JOIST, RIM JOIST, 3-I6d BOX (55' X 0.155") or 3 EACH 16" O.G. FACE NAIL 15 BAND JOIST OR BL.00KIN6 (AT BRAZED 2-I6d COMMON (3.5" X 0.162"9 or 2 EACH Ib" O.G. FACE NAIL DATE: ISSUE NO. DESCRIPTION WALL PANEL) 4-3" X 0.151" NAILS 4 EACH 16" O.G. FACE NAIL LIGHTING VENTILATION CALCULATIONS ROOM NAME ROOM 5.F. LIGHT REOV L16HT PRO. VENT REOV VENT PRO. NOTE. � -I6d BOX (2.5" X 0.1 6 or FIN15HED BASEMENT 585A5 46.87 19.2 q.1 ARTIFICIAL LIGHT AND VENT REQUIRED 3-Ibd BOX (3.5" X 0.135) or 23•`1'3 CONTRACTOR SHALL VERIFY 4-8d COMMON (2.5" X 0.131") or TOE NAIL ALL FIELD CONDITIONS AND y ( ©. rY 4-104-3�X O 131° NAILS or FIRE STOP MATERIAL. DRESPONSIBLE IMENSIONS AND BE '� AN C'i APPROVED NON-COMBUSTIBLE ` r` 16 TOP OR BOTTOM PLATE TO STUDAND QUALITY OF NOR 3-I6d BOX (3.5 X 0.135) or :: :: NO ALLOWANCES SHALL BE f : 2-I6d COMMON (3.5" X 0.162") or MADE IN BEHALF O> THE ` END NAIL - CONTRACTOR FOR ANY + DETAIL FOR FIRE STOi�' .:... 3-IOd BOX 3" X 0.128" Or ERROR OR NEGLECT O � � 3-3" X 0.131" NAILS HIS FART. TOP PLATES, LAPS AT CORNERS AND 2-I6d COMMON (5.5" X 0.1�62") or CONTRACTOR TO 0 OK ALL LUMBER TO ENSURE THAT , THE GROWN FACES UP o ESSiC3� 8-0-1-23 17 INTERSECTIONS 3-IOd BOX (3 X 0.128 ) or FAGS NAIL 3-3 X 0.131 NAILS � F 3-8d BOX (2.5" X 0.113") or A EXISTING BEFORE INSTALLATION. 18 I" BRACE TO EACH STUD AND PLATE 2-8d COMMON (2.5" X 0.131"9 or FACE NAIL BILGO 2-IO2 STAPLES " 1.5,8") or -2 JL DRAFTING, INC. 3-8d BOX (2.5" X 0.113") or 2-8d COMMON (2.5" X 0.1519 or DRAFTSMEN All Types Of Plans Di afted Iq I" X6" SHEATHING TO EACH BEARING 2-I0d BOX (3" X 0.128") or FACE NAIL f���� 2 STAPLES, I" GROWN, 16 GA., 1.75" LONG ( � ,�s4vP Providing The Finest In Affordable 3-6d BOX (2.5" X 0.113"9 or d) Drafting&Expediting Svcs" 3-8d COMMON (2.5" X 0.1319 or I I O 3-10d BOX (3" X 0.126") or m 3 STAPLES, I" GROWN, 16 &A., L75" LONG I I 18'-4j" 16-104" DOOR TO CONTAIN WEATHER www.jldrafting.com I"X8" AND WIDER SHEATHING TO EACH STRIPPING TO SEAL UTILITY 707 Suite A Route 110 • Farmingdale N.Y. 11735 20 WIDER THAN I"X8" FACE NAIL \ c()I�t - _ -� ROOM PER R402.4.4 (631) 843-1949 • (718) 224-0001 Fax (631) 843-8190 BEARING 4-8d BOX (2S" X 0.113") or I I ' 3-8d COMMON (2.5" X 0.151") or / \ i, tL TO BE 3-10d BOX (3" X 0.128") or I I � 4 \ MAIN R-13 INSULATION IN EXISTING - WALLS OF MECH. ROOM 4 STAPLES, I" GROWN, 16 GA., 1.15" LONG 60 / \ ' G. ROOM R-13 INSULATION IN UNDER UNEXGAVATED OF INSUL. NORMAN G. LO<G f=.�. FLOOR l \ 3068 r \ GLCG. F.F. STAIR i 4-8d Box (2.5" x 0.113"9 or ---------- � -------------------------- _ 5)8" GYP. E3D. UNDER NYS LICENSE NUMBER 08g525 3-8d COMMON (2.5" X 0.131'7 or -- ---- v 21 J015T TO SILL, TOP PLATE OR 61RDER TOE NAIL _ STAIR 3-I0d BOX (3" X 0.128"9 or t! nit 5/8" TYPE X &AB. 3-3" X 0.151" NAILS I o ° _ -107 ROUTE 110 Suite A-I O- _ _ _ _ ON GEILIN6 AND WALLS 8d BOX 2.5" X 0.113" 4" O.G. TOE NAIL I I __ OF BOILER ROOM FARMINGDALE, NY I I-135 22 JOIST TO SILL, TOP PLATE OR GIRDER 8d COMMON (2.5" X 0.131") or OFFIT HT. .� 6-I D A.F.F. I �i j'ry k I O IOd BOX (3" X 0.128") or 6" O.G. TOE NAIL in O I m TEL: (631)�55-7q20 3" X 0.151" NAILS 1 m 3-8d BOX (2.5" X 0.113"9 or _ EXSTG. (3) 2"xl0" GDR. EX5TG. (3 2"xl0" 23 I"Xb" 5UBFLOOR OR LESS TO EACH 2-8d COMMON (2.5" X 0.151") or ---- - -°- - �� - o� - -° - FACE NAIL ---130_ITOM OF GDR. ® 7-I A.F.F. ----�_ --BaT�kt1 OF GD . 0 A.F.F. I 3�_0" I- PRO.I-CT TITLE: JOIST 3-IOd BOX (3" X 0.128") or -- - ----------------- T�F - ----- 2 STAPLES, I" GROWN, 16 6A., L-15" LONG \ / 3-I6d BOX (3.5" X 0.155"9 or �} TO BE - -------i ? v 24 2" SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON (3.5" X 0.16219 BLIND AND FACE NAIL cv v O I (I) MIN. 14"XI2" METAL LOUVERED VENT I G MAINTAINED ----- ; = - I TO EXTERIOR FOR BOILER / HWH MI�lS✓I S 2" PLANKS (PLANK. 4 BEAM -- FLOOR 4 3-I6d BOX (3.5" X 0.155") or AT EACH BEARIN6 FACE \ -� if 13 25 - ROOF) 2-I6d COMMON (3.5 X 0.162s) NAIL RED. ROOM X x COMBUSTION AIR (SEE COMBUSTION I O AIR CALCULATION BELOYS) TO BE RS I D1�G 3-I6d COMMON (3.5" X 0.162") or GLCG.@ T-4 A.F.F. w I m INSTALLED WITHIN 12" OF GEILIN6 26 BAND OR RIM' JOIST TO JOIST 4-IOd BOX (3"��X 0.128") or END NAIL _ _ _ _ 155 ORIOLE DRIVE 4-3 X 0.151"X or I 4-3" X 14 &A. STAPLES, 7/I6" GROWN I I 36" H16H 50UTHOLD, N.Y. I Ig71 god COMMON (4" X 0.I12") or NAIL EACH LAYER AS FOLLOWS: 52" I HALF WALL O.G. AT TOP AND BOTTOM 5TAGGERED IOd BOX (3" X 0.1289 or 24" O.G. FACE NAIL AT TOP AND BOTTOM 36" HIGH BUILT-UP 61RDERE: AND BEAMS, 2-INCH 3" X 0.151" NAILS STA66ERED PROVIDE ON OPPOSITE SIDES Optelk TO : N - 27 f' HAND RAIL LUMBER LAYERS AND: RE-F Nx / -Ir1 / TANKLF_SS H.W.H. DRWI ANG TITLE: 2-20d COMMON (4" X 0.I012") or FACE NAIL AT ENDS AND AT EACH E&RE55 / S" R-13 INSULATION IN 3-I0d BOX (3" X 0.128") or SPLICE B STRUCTURE uOi 3- _ �q-q4 2 4 I �- WALLS OF ME-CH. ROOM 3-3" X 0.151" NAILS �-2 m '� T-6d BOX 3.5" X 0.135" or RUN65 TO BE O� \ / O 4 I ( ) MAINTAINS DOOR TO CONTAIN WEATHER LEDGER STRIP SUPPORTING JOISTS OR 3-I6d COMMON (3.5" X 0.162") or AT EACH JOIST OR RAFTER, 12 WIDE MIN z GO/SD ��STRIPPIN6 TO SEAL UTILITY TO B MA I�lTA 11� D 28 RAFTERS 4-10d BOX (3" X 0.128") or FACE NAIL \ ® / F I N I SHED ROOM PER R402.4.4 4-3" X 0.151" NAILS 3-O° IN5L.4068 B.F. INSUL. 4066 B.F. - - ' �.� i"ORAGE �� FINISHED BASEMENT 2-I0d BOX (3" X 0.128") or 2-8d COMMON EGRESS STRUCTURE MUST BE A MIN. OF 36"X36" AND MIN. INSUL. 65-51r K 2q BRID61N6 OR BLOCKING TO JOIST EACH END, TOE NAIL PROVIDE A NET CLEAR AREA OF q s.f. BOTTOM OF - W/ PROPOSED EGRESS WINDOW (2.5 X 0.1319 OR 2-3 X 0.151 NAILS WINDOW MUST BE NO MORE THAN 44" ABOVE THE e- FLOOR. IF WINDOW WELL HAS A DEPTH OF GREATER THAN 44" THERE MUST BE A PERMANENTLY CONNECTED Q -ELECTRIC � ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER (ac,c) LADDER OR STEPS. INSIDE WIDTH OF LADDER TO BE PANEL12" MIN. 3" SPACE TO WALL d MAX. 16" VERTICAL iRUN6 __ SIZE OF STEEL ANGLE: (apA) NO STORY ABOVE ONE STORY ABOVE TWO STORIES ABOVE 5PAGIN6. PER N.Y.S. RESIDENTIAL CODE. DRAWN BY: DRAWING NUMBER: (INCHES) A1^128I A161281 N.F. 3 X 3 X 1/4 6'-0" 4'-6" 3'-0" MINIMUM AREA OF WINDOW OPENING CHECKED BY: 4 X 3 X 14 8'-0" b'-O" 4'-6" TO BE 5.1 s.f., MINIMUM WIDTH TO BE 5 X 5-1/2 X 5 16 10'-0" 8'-0" 6'-0" 6 X 3-1/2 X 5/16 14'-O" 9'-6" 7'-0" 5 A S E M E I �20" MINIMUM HEIGHT 24" MAXIMUM �IT PLAN N.G.L. _ 2) 6 X 3-1/2 X 5/16 20'-0" 12'-0" q-6' " HEIGHT OF SILL ABOVE FLOOR 44 a. Long leg of the angle shall be placed In a vertical position. " - SCALE: c. Steel members Indicated are adequate typical examples;other steel members meeting structural design AS SHOWN requirements shall be permitted to be used. SCALE 1/4 1 d. Steel angle shall span opening. DATE: PROJECT NUMBER: 08/O-1/23 23-261 -ATTIC INSULATION TYPICAL WALL 1/2" PLYY4000 1/2" PLYWOOD MANDATORY ENERGY REQUIREMENTS PER EGGGNYS 2020 MANDATORY ENERGY REQUIREMENTS (CONTINUED) LEGEND SHEATHING SHEATHING AIRSPACE AIR SPACE GOD- CODE ' .'* ` NEW FOUNDATION -WOOD TRUSS FRAMING SECTION REQUIREMENT SECTION REQUIREMENT -SHEATH INTERIOR OF VENTILATION BAFFLE VENTILATION BAFFLE NI101.14 A permanent certificate shall be completed the builder or NEW PARTITION ATTIC ACCESS TO rrf(�I I I�I• p p by N1102.4.I.2 THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND EXIST. PARTITION +I" OF INSULATION LEVEL ...... ROOF RAFTER ROOF RAFTER other approved party and posted on a wall In Tho space whore VERIFIED A5 HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING I I I I I I I I I I I I I• the furnace Is located, a utility room or an approved location FIVE AIR CHANGES PER HOUR IN CLIMATE ZONES I AND 2 AND -BUILDING GASKEr ....... ... - _ _ _ = DEMOLITION PARTITION FOUND. -10" RIGID INSULATION •• -FIBERGLA55 INSULATION Inside the building. Where located on an electrical panel, the THREE AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. IIIIII11111 4 1110 NEW SMOKE DETECTOR ,!� I FIBERCGLA55 INSULATION CEILING JOIST certificate shall not cover or obstruct the visibility of the circuit TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM E 5D HARDWIRED WITH BATTERY IIRfIIIIIII , le directory label, service disconnect label or other required labels. 'Pig OR ASTM E 1621 AND REPORTED AT A PRESSURE OD 0.2 FUR DOWN R.R. AS REQ D -rho certificate shall indicate the predominant R-values of INCHES W.G. WHERE REQUIRED BY THE CODE OFFICIAL, TESTING ® BACKUP -ACCESS PANEL 11 V011111111111 (COMPRESSION OF INSULATION-DRAW ACCESS PANEL SNUG :::::::: Insulation installed In or on ceilings, roofs, walls, foundation SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A NEW COMBINATION OR SEPARATE NOT PERMITTED) com onents such as slabs, basement walls, crawls ace walls and WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BEWITH PERIMETER SCREW III III III IIII I III , P p GO/SD SMOKE / CARBON MONOXIDE -TRIM AS REQUIRED .. . . : ` ' floors, and ducts outside conditioned spaces;U factors of SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO -FINISH CEILING •• IIIIIIIIIIIIIIIIIIIIIII ` ` BAFFLE ADJACENT TO BAFFLE ADJACENT TO fenestration and the solar heat gain coefficient (5H6G) of THE CODE OFFICIAL. TE5TIN6 SHALL BE PERFORMED AT ANY ® DETECTOR(S) HARDWIRED WITH �� I �� IIIIIIIIIIIIilllllil _ SOFFIT AND EAVE SOFFIT AND SAVE fenestration, and the results from any required duct system and TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING BATTERY BACKUP " "O' `,` c building envelope air leakage testing performed on the building,IIIIIIIIIII VENTS SHALL EXTEND VENTS +HALL EXTEND g p g g p P g THE'°i1•� ENVELOPE. O NEW HEAT DETECTOR HARDWIRED OVER INSULATION OV1R IAiSUL.ATION Where there Is more than one value for each component, the DURING TESTING: WITH BATTERY BACKUP II II I I I I , certificate shall Indicate the value covering the largest area. The I. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE AIRSE, L I I �O DETAIL I �;` 1/2" 6WB 1/21, GWE certificate shall Indicate the types and efficiencies of heating, DOORS SHALL BE CLOSED BUT NOT SEALED, BEYOND THE L.B. NALL LOAD BEARING WALL IIIIII IIIIIII cooling and service water heating equipment. Where a gas-fired INTENDED WEATHER-STRIPPING OR OTHER INFILTRATION GONTRO ' VENTED SOFFIT �-VENTEDSOFFIT III L..I I I I I I I I I I I I I I , unvented room heater, electric furnace, or baseboard electric MEASURES. T.B.M. TO BE MAINTAINED S heater Is Installed In the residence, the certificate shall Indicate 2. DAMPERS INGLUOIN6 EXHAUST, INTAKE, MAKEUP AIR, POST TO BELOW N.T. BUILDING GAS KET BY p N N N III II :gas-fired unvented room heater electric furnace or BAGKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT CONSER VATION TECHNOLOGY POS T FROM ABOVE N =_ 5E D AL BEYOND INTEND D INF E ILTRATION GONTRO MEASURES. baseboard r heater," s E L ba d electric. h at r a appropriate. a efficiency shall An ff I��••••••••� VENTILATION B A� � VENTILATION B���II• I• I II I I �• � I Jam• SIZING 6U I I I I I J•.� 4 6 IRE _ 3. INTERIOR DOORS IF INSTALLED AT THE TIME OF THE TEST not be indicated for as fired unvented room heaters electric � P.T. PRESSURE TREATED 632 g 'B DRYWALL 4 UP TO 1/4 6AP5 I III III I II SHALL BE OPEN. „ furnaces and electric baseboard hectors. ATTIC, INSULATION 8634 FOR UP To 3 8 GAPS WHEN JOISTS ARE NOT AT TOP PLATE HDO DOUBLE HOT DIPPED / N T S N.T.S. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS ATTIC, FLOOR FRAMING N III : G N E BG36 FOR UP TO 5/8 GAPS NI103.1 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND ALVA IZ D 10" OF RIGID INS. R-50 LAP AND TAPE TYVEK. SEPARATE HEATING AND COOLING SYSTEM. SEALED. \/,I,�, VERIFY IN FIELD, IF DIFFERENT COMPRESSIBLE BUILDING GASKET AT PERIMETER OF ENCLOSURE OVERLAP 12" AT 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME 51TE BUILT ATTIC, ENCLOSURE - MECHANICALLY SECURED N1103.2 HOT WATER BOILERS THAT SUPPLY HEAT TO THE BUILDING FROM PLAN CONTACT DESIGN HORIZONTAL JOINTS � OF THE TEST SHALL BE TURNED OFF. 4 6" AT VERTICAL JOINTS THROUGH ONE OR TWO PIPE HEATING SYSTEMS SHALL HAVE AN6. PROFESSIONAL I MR EXTEND OUTDOOR 5ETBACK CONTROL. THAT LOWERS THE BOILER WATER O THELTEST SHALL BE RFEU6II5TIF INSTALLED AT THE TIME P.C. TEMPERATURE BASED ON THE OUTDOOR TEMPERATURE. POURED CONCRETE TYVEK® HEADWRAP® JOIST HANGER W/ REOV pill AT TOP PLATE N1103.3 DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH NI103.6 NI103.6 The building shall be rovided with ventilation that n I Y X E< I I ` STALL A T I O I `i OVER SHEATHING VENTED METAL SECTIONS NI103.3.1 THROUGH NI103.3.5 complies with the requirements of Section MI505 or with other XXX CAPACITY IN LBS. �/�� I SOFFIT N1103.3.2 DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. approved means of ventilation. Outdoor air Intakes and exhausts J015T HANGER W/ (600 LB. T`�'F I O A " `kA L L DETAIL shall have automatic or gravity dampers that close whon the TEGO EAVE JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE ventilations stem Is not operating. CAPACITY (MINIMUM) INTERNATIONAL MECHANICAL CODE OR SECTION MI601.4.1 OF TH15REPLACEMENT OF EXISTING YMECHANICAL LATCH TO TROUGH GODS, AS APPLICABLE. N1103.6.1 Fans used to provide whole-house mechanical ventilation shall DIRECT CONSTRUCTION, WITH LIKE KIND meet the efficacy requirements of Table NI103.6.1. PRESSURE SEAL AT N.T.S. N1103.3.3 Ducts shall be pressure tested to determine air leakage by one Exception: Whore an air handler that Is Integral to tested and REPLACEMENT AND QUALITY, WITHIN SAME WEATHERSTRIPPING MINIMUM ROOF _ - --' of the following methods: listed HVAG ,equipment is used to provide Hholehouse mechanical STRUCTURAL OPENING INSULATION ABOVE I. Rough-in test: Total leakage shall be measured with a pressure ventilation, the air handler shall be ooered an electronically OWNER TO PROVIDE 0 _ TYVEK NOTES: p � y O.T.P. EXTERIOR WALL TO differential of 0.1 Inch w.g. (25 Pa) acr055the system, Including the commutated motor. I. SEAL ALL TYVEK JOINTS EQUAL VALUE OF WALL manufacturer's air handler enclosure If Installed at the time of the O MANUFACTURED PULL 4 PENETRATIONS WITH INSULATION e''YPICAL WALL test. Registers shall be taped or otherwise sealed during the N1103.1 Heating and cooling equipment shall be sized In accordance with DOWN STAIR APPROVED TAPE. (ex. CAULK AIR BARRIER test. ACCA Manual 5 based on building loads calculated In accordance DUPONT CONTRACTOR 2. Postconstruction test: Total leakage shall be measured with a with ALGA Manual J or other approved heating and cooling 0 TAPE) (FROM CEILING) TO 9 calculation methodologies. Now or replacement heating and coolin 2. FASTEN TYVEK WITH TYVEK® pressure differential of 0.1 Inch w.g. 25 Pa) across the entire 9 p I system, Including the manufacturer's air handler enclosure. equipment shall have an efficiency rating equal to or greater the LARGE PLASTIC WASHER T�\ /E f< INSTALLATION ROOF/ Registers shall be taped or otherwise sealed during the test. the minimum required by federal law for the geographic location HEADS Y 0 � where the equipment Is Installed. 3. LOCAL LAWS, ZONING, I/�I INTF-' RFA(f..,F- • I�• I Exceptions: LI. A duct air-leakage test shall not be required where the ducts NI103.8 Systems serving multiple dwelling units shall comply with 5ectlonsAND BUILDING GORES ,�/ � �/�� I VARY AND THEREFORE and air handlers are located entirely within the building thermal 0405 and 0404 of the Energy Conservation Code of New FULL �� ' `k I `i TT I O T I GOVERNS OVER MATERIAL envelope. g q York-Commercial Provisions instead of Section NI103. SELECTION AND DETAILING N.T.S. 2. A duct air-leakage test shall not be required for ducts serving �I I CEILING GYPSUM SHOWN BELOW. heat or energy recovery ventilators that are not Integrated with N1105A Snow- and Ice-melting systems, supplied through energy service to AIR � I I `� T ( dam. BOARD AS AIR 4. INSTALL N. ducts serving heating or cooling systems. A written report of the the building, shall Include automatic controls capable of shutting of BARRIER L results of the test shall be signed by the party conducting the the system when the pavement temperature Is greater than 504E ACCORDING TO' TYPICAL WAL \- BUILDING GASKET MANUFACTURER'S WRITTEN test and provided to the building official. (1040) and precipitation is not falling, and an automatic or manual control that will allow shutoff when the outdoor temperature Is INSTRUCTIONS N.T.S. NI105.5.5 Building framing cavities shall not be used as ducts or plenums. greater than 404F (4.84C). 05-07-25 1 FOR FILING WINDOW INITH NI105.5.1 Heated water circulation systems shall be In accordance with INTEGRAL MOUNTING „ DATE: ISSUE NO. DESCRIPTION BUILDING GASKET LAP 6 4 TAPE/ CAULK TYVEK Section N1103.5.1.1. Heat trace temperature maintenance systems NI103.10 The energy consumption of pools and permanent spas shall be in ---_ FLANGE CAULKING (UPPER SHEET) OVER shall be in accordance with Section N1103.5.12. Automatic controls, accordance with Sections N1103.I0.1 through N1103.10.3. MINIMALLY EXPANDING Tl•POU6H-WALL FLASHING temperature sensors and pumps shall be accessible. Manual POLYURETHANE FOAM OR CONTINUOUS controls shall be readtl accessible. N1103.10.1 The electric power to heaters shall be controlled by a readily CONTRACTOR SHALL VERIFY TAPE 4 SECURE TYVEK. accessible on-off switch that Is an integral art of the heater ALL FIELD CONDITIONS AND APPROVED CAULK MINIMAL NI103.5.1.1 Heated water circulation systems shall be provided with a g p Q EXPANDING FOAM (LOWER SHEET) BEHIND circulation um The system return pipe shall be a dedicated mounted on the exterior of the heater, or external to and within DIMENSIONS AND BE (AROUND WINDOW R50) pump. y p p THROUGH-WALL FLASHING RESPONSIBLE FOR FIELD FIT ` TYPICAL WALL AT WINDOW return pipe or a cold water supply pipe. Gravity and thormosyphon feet (ql4 mm) of the heater. Operation of such switch shall not /� ¢ C �fJ AND QUALITY OF WORK. Q .• Q PERIMETER STAPLE VAPOR RETARDER circulation systems shall be prohibited. Controls for circulating hot chance the setting of the heater thermostat, Such switches shall NO ALLOWANCES SHALL BE '4�1 , f" WRAP TYVEK® INTO BETWEEN JOISTS AND TO water system pumps shall start the pump based on the be In addition to a circuit breaker For the power to the heater. MADE IN BEHALF OF THE ' r:, ` OPENING 4 TAPE TO SILL I WINDOW UNIT AS U/S OF FLOOR SHEATHING Identification of a demand for hot water within the occupancy. The Gas-fired heaters shall not be equipped with continuously burning CONTRACTOR FOR ANY `°' (ESP. AT CORNERS) A AIR BARRIER controls shall automatically turn off the pump when the water In the Ignition pilots. ERROR OR NEGLECT ON t1r USING TYVEKe FLEXWRAPTM ITI II HIS PART. �; I circulation loop Is at the desired temperature and when there Is <,<, : E� �u LAP 4 TAPE TYVEK Illltll CONTINUOUS \ �I I I `� �1�,,I I no demand for hot water. NI103.10.2 Time switches or other control methods that can automatically tut CONTRACTOR TO CH ALL t{� MINIMAL T`I' Y F-< I I `l S T A L L A I I l-/ I `� FLOOR/ off and on accordingto a reset schedule shall be installed for LUMBER TO ENSURE THAT �O ��95x� AT JOINTS (UPPER SHEET IIIIIIIIiI NI103.5.1.2 Electric heat traces stems shall comply with IEEE 515.1 or UL.515. p EXPANDING FOAM I�I I "� y P y heaters and um motors. Heaters and um motors that have THE GROWN FACES UP OVER LOWER SHEET) IIIIIIIIIII >r lA L L INTERFACE D I A i Controls for such systems shall automatically l adjust the energy pump pump BEFORE INSTALLATION. OFt:85tO 07-25 AT WINDOW y y gy built-in time switches shall be In compliance with this section. FASTEN TYVEK®FLEXWRAPTM IIIIIIIIIII PERIMETER Input to the heat tracing to maintain the desired water Exceptions: CORNER USING MECHANICAL temperature In the piping In accordance with the times when I. Where public, health standards require 24-hour um operation. (IIIIIIIIIII heated water is used in the occupancy. p q pump p FASTENER ..... . ... BUILDING GASKET N.T.S. P y 2. Pumps that operate solar- and waste-heat-recovery pool JL D�TR G., INC. I IIIIIIIIIII II IIIE NI103.6 THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT heating systems. INSTALL TYVEK®FLEX iRAPTM I�III II I I MEETS THE REQUIREMENT5 OF SECTION M1501 OF TH15 CODE OR DRAFTSMEN A11 Types Of Plans Drafted AROUND PERIMETER OF OPENING ;: : N1103.10.3 Outdoor heated pools and outdoor heated permanent spas shall `�sr �4 CONTINUOUS BEAD THE INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR p p �� OF ADHESIVE WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR be equipped with avapor-retardant pool cover or other '���QvA Providing The Finest In Affordable • IIIIIIIII II II approved va orretardant means. Outdoor heated pools and s INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY pp p p � a T�\ /E< INSTALLATION BUILDING GASKET DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT outa1oor heated permanent spas heated to more than gO!JF Drafting&Expediting Svcs KNL�OV� YII OPERATING. (324G) shall have a pool cover with a minimum insulation value of SILL �E T A I L LAP 4 TAM TYVEK FROM R-12. NIIO4.1 NOT LE55 THAN q0 PERCENT OF THE LAMPS IN PERMANENTLY WALL OVER TYVEK FROM Exception= Where more than bo percent of the energy for heatin www.jldrafting.com INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFIGAGY LAMPS BUILDING GASKET BY CONSERVATION EXPOSED FLOOR. OR NOT LESS THAN q0 PERCENT OF THE PERMANENTLY Is from site-recovered energy or solar energy source, covers or 707 Suite A Route 110 • Farmingdale N.Y. 11735 p q. 631 843-1949 TECHNOLOGY;SIZING GUIDE other va or-retrardant means shall not be required P.F. METAL FLASHING INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY ( ) (718) 224-0001 Fax (631) 843-8190 BG32 DRYWALL 4 UP TO I/4" GAPS NI103.11 (R403.11) Portables as (Mandator The energy N.T.S. 8634 FOR UP TO 3/8" 6AP5 I STAPLE VAPOR ER H16H-EFFICACY LAMPS. consumption of electric-powerod portable spas shall B636 FOR UP TO 5/8" GAPS BETWEEN JOISTS NII0q.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION controlled by the roqulrements of APSP 14. 4 TO U/5 OF FLOOR SHALL COMPLY WITH SECTION 1104.1. O yI`�I� ,� y� IIll I O F.E. TYPICAL WALL LAP 4 TAPE TYVEK FROM EXCEPTION: ALTERATIONS THAT REPLACE LESS THAN 50 NI104.1.1 Fuel gas lighting systems shall not have continuously burning pilot J_ CAULKING EXPOSED FLOOR OVER PERCENT OF THE LUMINAIRES IN A SPACE, PROVIDED THAT SUCH lights. BUILDING GASKET TYVEK FROM WALL ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR NYS LICENSE NUMBER 08ci525 PENETRATION (ex. EXHAUST VENT) �,/\ / TYPICAL WALL LIGHTING POWER. T I Y F_< INSTALLATION FA ROUTE LE Suite A-I FLANGE (SEALED TO PENETRATION) ENERGY NOTES: FARMINGDALE, NY I I'135 SEAL/TAPE TYVEK® TO I. All construction shall comply with the 2020 Energy Conservation Construction Code. The authority FLANGE AIR SEALI O �ETAIL OAN IamEXERED FLOOR DETAIL having Jurisdiction shall be permitted to determine an energy efficiency program to exceed the energy TEL: (65 0-755-7c120 (USE TYVEKa FLEXWRAPTM efficiency required by this coda. FOR LAR6E OPENINGS) 2. A permanent certificate shall be completed by the builder and posted on a wall In the space where N.T.S.FRAME IN 4 FILL VOID N.T.S. the furnace Is located. Certificate shall comply with RCNY5 NIIOl.14 AROUND PENETRATION w/ TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT 3. Attic or crawl space access shall be weather•-stripped and insulated to a level equivalent to the PROJECT TITLE:AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Insulation on the surrounding surfaces MINIMALLY EXPANDING 4. Installation- the components of the building thermal envelope shall be Installed In accordance with POLYURETHANE FOAM OR COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA the criteria listed in the table 402.1.1 Where required by the code official, an approved third party MANE G APPROVED CAULK Genera r-per requirements A continuous air barriers all be Installed In the building Aimeable insulations all not be used as a sealing material. shall Inspect all com n poents sand verify compliance. MA1��SS I S `� \ / HEATING EQUIPMENT ENCLOSURE envelope. The exterior thermal envelope contains a continuous 5. Testing- Building or dwelling unit shall be tested and verified having less than or equal to 3 AGH50 I X INSTALLATION NOTES= air barrier. Breaks or joints In the air barrier shall be sealed. or CZ 4A, 5, 6A. Testing shall be conducted by an approved third party. RESIDENCE �I �I Lg g g y pp g g y pp g g 6. Ducts- Supply and return ducts In attics shall be insulated to a minimum of R-8 a 3" or ® i � Es I `l T T I ® I `t T I Rooms containing fuel-burning 2 Gellin attic The air barrier d an dropped ceai )soffit shall be aligned wit a insulation In an dropped ceilin soffit shall aligned wit the air barrier. greater In diameter, and R-6 a ducts less than 3" in diameter. 155 ORIOLE DRIVE �/� appliances where open combustion the Insulation and any gaps in the air barrier shall be sealed. &a. Duct Sealing- Ducts, air handlers, and filter boxes shall be sealed. air ducts pprovide combustion air to Access openings, drop down stairs or knee Hall doors to -1. Duct Testing- ucts shall be pressure tested to SOUTHOLD, N.Y. I Icl- 1 open combustlon fuel burning unconditioned attics aces shall be sealed. N.T.S. appliances, the bustion air opening appliances es and s The junction of the foundation and sill plate shall be sealed. The Cavitis Ithin`corne thermal and a headers f of Re Halls Inchshall be In Insulated by completely velfilling tithe acavity woth BBBuI ding cavtermine air ities shall noe byt be uses as duds artplenums. ENERGY COMPLIANCE NOTE: TO THE junction of the top plate and the top of exterior walls shall be a material h i g a th rm 1 p I p f r g Mechanical system Piping Insulation carrying fluids > l05 BEST OF MY KNOWLEDGE, BELIEF located outside the building thermal sealed. Knee walls shall be sealed. framed walls shall be Installed In substantial contact and continuous alignment with the air barrier. y� P P 9 y y envelope or enclosed In a room In ows, s I s an The s aco between window/door Jambs and framing, and F degrees or < 55 F degrees shall be Insulated with R-3 PROFESSIONAL JUDGMENT, ALL TYPICAL WALL p 9 j 9 minimum. WORK UNDER THIS APPLICATION 15 IN that Is isolated from Inside the doors skylrg is and framing shall be sealed. DRAWING TITLE: thermal envelope. Such rooms shall 5 Rim joists Rim joists shall Include the air barrier. Rim joists shall be Insulated. 10. Mechanical Ventilation- Shall meet the requirements of COMPLIANCE WITH NI105 (R405) be sealed and insulated in the RGNYS/MGNY5 SIMULATED PERFORMANCE accordance with the envelope 6 Floors (Including The air barrier shall be Installed at any exposed edge of Floor framing cavity Insulation shall be Installed to maintain permanent contact with the underside of 11. Equipment sizing- Per ALGA manual 5, based on loads ALTERNATIVE OF THE 2020 ENERGY requirements Indicated on energy above garage and Insulation subf loor decking,or floor framing cavityinsulation shall be permitted to be In contact with the top side calculated per ACGA manual J as provided by o third q 9yCONSERVATION CONSTRUCTION TO BE MA I NTA I�lFD analysis tables or supplied rescheck cantilevered floors) of sheathing, or continuous Insulation installed on the underside of floor framing and extends from the arty HERS rater. y PP � �' CODE OF NEW PORK STATE LAP b" 4 TAPE/ CAULK TYVEK where the walls,floors and ceilings bottom to the top of all perimeter floor framing members. 2. Lighting- A minimum of q0% of permanently installed shall meet not less than the ? Crawls space walls Exposed earth In unvented crawls aces shall be covered with Where provided Instead of floor Insulation, Insulation shall be permanently attached to the crawls ace fixtures must have high-efficacy lamps. (EGGGNYS). OVER THROUGH-WALL FLASHING p p p p p y p 15. All HVAG Plumbing 4 Electricals stems shall meet the FINISHED BASEMENT basement wall R-value requirement. a Glass I vapor retarder with overlapping joints taped. walls. g y SILL GASKET The door Into the room shall be full RC, chapter II Energy Efficiency, Mechanical Code, Energy 1N/ PROPOSED EGRESS 1NINI70W y 8 Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to RGonservatlon Construction Code. It shall be the gasketed and any water lines and exterior or unconditioned space shall be sealed. responsibility of the entire) contractor to submit In dotal) ducts In the room Insulated with an g Narrow cavities Batts In narrow cavities shall be cut to fit, or narrow cavities shall be filled Insulation that on p y g CAULK THROUGH-WALL FLASHING R-value of not less than 3. The Installation resell conforms to the available cavit space. the design, calculations, drawings, written statements of ` TO CONCRETE FOUNDATION WALL y the mechanical, air conditioning, ventilation, heating combustion air duct shall be g 9 ,� 10 Garage separation Air sealing shall be provided between the garage and st stems, (new, Insulated whore It passes through ANCHOR BOLT conditioned spaces. existing or upgraded) stamped a professional conditioned space to an R-value of - q pg p � p DRAWN BY: DRAWING NUMBER: PAR61N6 4 DRAINAGE LAYER not less than R-8. II Recessed lighting Recessed light fixtures Installed In the'bullding thermal envelope Rocessod light fixtures Installed in the building thermal envelope shall be air tight and IC, rated. engineer IF required by the Owner &, Building Dept. RIGID INSULATION shall be sealed to the finished space. 14. Additions, alterations or renovations: shall comply with N.F. CONCRETE FOUNDATION WALL WATER, SOIL OR WASTE PIPE5 12 Plumbing and wiring In exterior, walls, butt insulation shall be cut neat[ to fit around wiring and plumbing or insulation that on EGGG 2020. Unaltered portions of the existing building Is I � �_ INSTALLED IN EXTERIOR WALLS, Installation readtl conforms to available space shall extend behind I in and whin not required to comply with this code. CHECKED BY: ATTICS OR CRAWL SPACES SHALL 13 Shower/tub on The air barrier Installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs shall be Insulated. 15. Minimum one Programmable thermostat shall be N.G.L. A_4 TY X INSTALLATION BE PROTECTED FROM FREEZING exterior wall and tubs shall se orate them from the shower or tub provided for each separate heating and cooling system in TEMPERATURES BY PIPE INSULATION 14 Electrical/phone box The air barrier shall be Installed behind electrical or accordance with section NIIOS Control Systems. SCALE: WITH A MINIMUM R-VALUE OF 5. I6. All exterior wall/floor/cellin joists shall be air sealed N� on exterior walls communication boxes or air-sealed bozos shall be Installed. 9 j BASO �' `l k�d� � T I I� 15 HVAG register boots HVAC, supply and return register boots that penetrate and Insulated In accordance with Table R402.4.1.1. Apply a AS SHOWN HOT WATER PIPES TO BE INSULATED building thermal envelope shall be sealed to the subfloor, fresh bead of caulk to the top and bottom plate WITH R-3 (MIN) RIGID PIPE wall covering or telling penetrated by the boot. Immediately prior to installing interior gypsum wall board. DATE: PROJECT NUMBER: N.T.S. INSULATION. 05/0-7/25 25-261