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HomeMy WebLinkAbout46086-Z .rte �o�OS�FFa1kcoGy Town of Southold 2/3/2022 o - P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42751 Date: 2/3/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1835 Naugles Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.4-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/2/2021 pursuant to which Building Permit No. 46086 dated 4/15/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"additions and alterations, including partially finished basement(non-sleeping)with wood stove,to existing singley dwelling as applied for. The certificate is issued to Redlener,Michael&Wajnberg,Ania of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46086 11/17/2021 PLUMBERS CERTIFICATION DATED 9/16/2021 f)()JeiCh\chnecker&rger 0 h i d Signature o�SufFol,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46086 Date: 4/15/2021 Permission is hereby granted to: Redlener, Michael 127 W 96th St Apt CD New York, NY 10025 To: legalize "as built" additions and alterations and construct new alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1835 Naugles Dr, Mattituck SCTM #473889 Sec/Block/Lot# 99.4-20 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 10/15/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,665.60 CO-ALTERATION TO DWELLING $50.00 Total: $1,715.60 Buipector OE SO!/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �o sean.devlin(aD-town.southold.ny.us cOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Redlener Address: 1835 Naugles Dr city:Mattituck st: NY zip: 11952 Building Permit#: 46086 Section: 99 Block: 4 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ben Franklin Electric License No: 4211 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 70 Ceiling Fixtures 9 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 4 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 4 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 45 4'LED $ Exit Fixtures Pump Other Equipment: Fridge, Double Oven, DW, Mini Fridge, W/D, Micro, Cooktop, 200A Panel 42 Circuit/ 32 Used Notes: Two Story Whole House Reno Inspector Signature: �.. Date: November 17, 2021 S.Devlin-Cert Electrical Compliance Form S0�jyol � o Town Hall Annex .yam Telephone(631)765-1802 54375 Main Road R' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD OCT 2 g 2021 DD BUILDING DEPT. TOWN OF SOUTHOLD" CERTIFICATION Date: Building Permit No. ��� Owner: M t(1k)alO- Q0,4 I en C I— 9 . G'`�(l oe� (Please print) Plumber:I"Y--,,,�\n (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day o 20 1 `ae - CHRISTINA BENNETT Notary Public,State of NewYork L r No:01 BE6245892 ° Notary Publi�WCM,— COLI y Qualified in Suffolk County Commission Expires AugAt 08,20M OF souryo� � # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm�' 765-1802 INSPECTION - [ -] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION " [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE S INSPECTOR t " ss Of SO(/l�o # # TOWN OF SOUTHOLD' BUILDING DEPT. 765-1802 . INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION A FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 'vmr ow, OJ41, i. .VVnblVfA R&P I I w o Y= Rffi�AA ilom6vi—y DATE INSPECTOR 00F s0 (7 J C V # # TOWN OF SOUTHOLD, BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH-PLBG. [ ] FOUNDATION 2ND ] NNSULATIOWCAULKING w [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,1 6xvsk 4ml (44/1�ne eop-tl �:n C416+JVJ�� "DATE INSPECTOR ` I OF SOUT,yO f # TOWN OF SOUTHOLD BUILDING DEPT. • ao 765-1802 INs PECTION [ ] FOUNDATION 1ST. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SU LATION/CAULKING [ - I FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODL VIOLATION [ ] PRE C/O REMARKS: � ,,v,.► .Pito � � _ k000r Y . DATE yK .INSPECTOR g SOGIyOIo 1 O&(Q ( V7557 1 v ���+✓ ` # 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIREAESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O .REMARKS: '�,4�LNl,R/Ut DATE I INSPECTOR y� .0 ill y r' 5 J Wy Y FOUNDATION(IST) Ir !SL �' ; PLUIOING' time INSULATION.PER N.Y. . , i i-Irl, el IlL�lfi�t� ® � r . ON ADD • e rM!'il - °PROPERTY INFORMATION Existing use of property:) ��i (�� Intended use of property: GJ) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to $0 thisproperty? ❑Yes;gNo IF YES, PROVIDE A COPY. _w Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town,Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone'. Or'dieance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal,or demolition as herein described.The applicantagrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and'in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant,to Section 210.45,ofthe New York State Penal.Law, � rrn, Application Submitted By(print name): � �; I LC NbittAuthorized Agent caner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) AN(A WAJ r4V6 R&. M • 7-e%5NC_F1, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0W N 6 f. (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 -day of Y 20_LL Nota Publi ?,,act L.-Vega Beene Notary Publle.State of New Yolk PROPERTY OWNER AUTHORIZAT69IIJT/E6161247-QualifledInWdounty (Where the applicant is not the ownerlmycommisslonExplresMay 5,2o23 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 !BUILDING DEPARTMENT- Electrical lnspector •®` ''. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Y n t f°'Telephone (631) 765-1802 - FAX (631) 765-9502 roger1D-sou tholdtownny.gov — seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/7/21 Company Name: B.F.E. Inc. (Ben Franklin Electrical) Name: Andrew J Kraveski License No.: 4211 ME email: bte562CaPgmail.com Phone No: - ❑✓ I request an email copy of Certificate of Compliance Address.: FU L30X 1294 Center Moriches. NY 11934 JOB SITE INFORMATION (All Information Required) Name: Redlener Address: 1835 Naugles dr Mattituck Cross Street: ++++++++++++ Phone No.: ++++++++++ BIdg.Permit-.#: 46086_ _ email-. +++++++++++±++ Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: ]YES E]NO ✓❑Rough In [—]Final Do you need a Temp Certificate?: ❑YES [E]NO Issued On Temp Information: (All information required) Service Size 71 Ph 73 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect [-] underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame [—]Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 7""' ) V UNAUTHORIZED ALTERATION OR ADDITION THE EXISTENCE OF RIGHTS OF WAY TO THIS SURVEY IS A VIOLATION OF AND/OR EASEMENTS OF RECORD IF DRAWN MM CHECKED MM DATE SEPT. 2020 _ DRAWING &JOB NO. 20-766 SECTION 7209 OF THE NEW YORK STATE ANY, NOT SHOWN ARE NOT EDUCATION LAW. GUARANTEED.. '�� .n .COPIES OF THIS SURVEY MAP NOT BEARING Area=rea- 2�/CC,25Z S.f. THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN # 1835 Naugles Drive, Mattituck I ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND + p1N p5S LENDING INSTITUTION LISTED HEREON, AND GJ OO I I $ L TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. o?0 k todi o�tcose neck I to / 401 I= oleo / O SNP \ sh°weot�n N�C�n9cj pD aionewo\\ oe3S °\\ane FOMMoK \\ o\i\til P10 b°y y 2p5+\ steQs LO CIO IR, /' / O Now oR Qo\e 0l N \\ p9S "\a / \ \ shed ttnO 10-11 � \ oo 50A *dA \ y0. 13N Frame 111. '� o roSm9°n S�0 / C\S fence \anKs 2 S�esaence ♦ n 04efion9 cK�tnnel r R 539 an it \fil sleQs \/neck it 335 rip Qo\e r y\ \ockets \600133S&Mo9e � w � i, \onS�n9 • o N ok0s Qovets a Z\ \two\k rivet aewoY c\os�aeck N1 O®3 160 ' plonte< t N ch°m Conk\ecce en F NE allQ26N g \f �P �PEL W. 0 U �V d� atwVial p3N cr _:su,AI G 00 oR _ f� y Survey of Described Property o e\ X95 Op �'o_Now FORMER 2Q� 9tos� I tAsituate near , ¢'� Mattituck Inlet 0 �� Un Town of Southold 3 u'. 0o ,` p sPCounty, -Michael W. Minto, L.S.P. C. Suffolk Ct New York 0 moment Fo�`�V �\ PSE 4 M �FOR VB�R 4 - Now LICENSED PROFESSIONAL LAND 'SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 99 Block 4 Lot 20 ' �p 87 wooaview Lane. Scale 1`= 40' Surveyed September 8, 2020 Certified to: Centereach, N.Y. 11720 GRAPHIC SCALE MICHAEL REDLENER AND ANIA WAJNBERG PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 40 0 20 40 so 160 • BANK OF AMERICA, N.A., ISAOA jAT FIDELITY NATIONAL TITLE INSURANCE COMPANY rr EMAIL: mikemintolspc®gmail.com ISLAND ABSTRACT INC. (IA07053S20RP) ( IN FEET. ) 1 inch = 40 ft. Libor, UrArt'sla. tef Atfi . ,. 'GARYT INC .! # _. t � - �'�. tice � . t 6, ExPiri+gs X510 tX12,322 rTAT workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured G.B.CONSTRUCTION&DEVELOPMENT INC 631-878-5865 870 MARCONI AVENUE UNIT 1 RONKONKOMA,NY 11779 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box 1 a" 53095 Route 25 DBL67693 Southold, NY 11971 3c.Policy effective period 12/21/2019 to 12/20/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. ® C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ® B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11/16/2020gy (Wo. It (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 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 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 sox 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111111111°°°1°1°0°°1°1°111111°�!°!�!°1111111 NYSI F New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) D D ^AAAAA 113311814 COTGREAVE INSURANCE AGENCY INC 558 PORTION ROAD RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GB CONSTRUCTION&DEVELOPMENT INC' TOWN OF SOUTHOLD 870-1 MARCONI AVE 53095 ROUTE 25 RONKONKOMA NY 11779 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11286948-3 747666 12/10/2020 TO 12/10/2021 11/16/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1286 948-3, COVERING THE ENTIRE OBLIGATION .OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION .LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GB CONSTRUCTION&DEVELOPMENT INC GARY J BECHHOFF JOANNE C BECHHOFF THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES, NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED'BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:886335949 I I_7R A�" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 04/22/2020 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 endorsement(s). PRODUCER CONTACT Dawn Saviano NAME: AssuredPartners Northeast,LLC. aICNNo Ext: (631)465-4000 p/XC,No: (631)465 4005 100 Baylis Road E-MAIL dawn.saviano@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Southwest Marine&General Insurance Co. 12294 INSURED INSURER B: Merchants Insurance Group 10687 G.B.Construction and Development Inc. INSURERC: 870-1 Marconi Avenue INSURER D: INSURER E: Ronkonkoma NY 11779 INSURER F: COVERAGES CERTIFICATE NUMBER: 2020-2021 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MM/DD MMIDD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RFNTM7- CLAIMS-MADE FX_1 OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 5,000 A Y GL202OLHB00175 04/14/2020 04/14/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ®PRO ❑LOC PRODUCTS-COMP/OPAGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINEDSINGLELIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAPW226903 04/14/2020 04/14/2020 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident Uninsured motorist $ 1,000,000 UMBRELLA �/ X /� OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE FX202OLHB00036 04/14/2020 04/14/2021 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N STAH STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.-DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) Certificate holder is included as an additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold Town Hall Annex Building ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE PO Box 1179 n Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD �t.."., ti 111".:.. 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SUFFOLK COUNTY r Homelmprovement' Contactor License � 3 This is to certify that GARY_J BECHHOFF s ; ` . doing business as G B CONSTRUCTION &DEVELOPMENT INC G 4 ' having fiunished the requirements set forth in accordance with and subject to the provisions of applicable laws, rrf, rules and regulations of the-County of Stiffolk,,Statie of New York is Hereby licensed to conduct business as a r, HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional BusinessesZO 'P • NOT VALID.WITYOUT . DRPARfiMENTA - SCAL AND te" >' Ar-FAIRS.TD:CARD Dkectoz ,n.` , 'i •'J�T.'�.' 6�:�-.'.� _..�'� �F,s€�, ,.:,;. '.',G p ..� >iz,,. :r2 z ,, w, r-. .;.,, r r-.r, � .. .. +x.. , �.Yra.- ..s-. y..,--< .1 .� ,...-. .. �'.. .,:,x ., -'w .:; �., ,.<, ,,. d ,: , �c.'X�`- .+,As � w,•y e.r:- "�:. - s .. .;,., � . ..??-t.. -,b" �Jfi. 1 ,.. .. Sr ,. I'. .. ;,_s.i x. .f R r:::.,, a..-:.. , ,,...:,e ..,,. \ -�'i -,.,, a: ,4^�r, r••s%."�' ". n�zt � ...a} :,. ..�. .. r n. '�, ,„ .. . ,-,>,: ,. _ ,.r. 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The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version Scheck-Web and tomply with the mandatory requirements listed in the REScheck Inspection Checklist. PIE Name-Title Signat � 3SEPH pq�9'Q� Date /\ g f6at 1: L cr Lu 9s� 096596 j ROFESS�O��P .' Project Title: 1835 Naugles Report date: 05/07/21 Data filename: Pagel of 1 1 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/Roof 0.00 Ductwork(unconditioned spaces): Glass D. . Window 0.28 0.32 Door CoolingHeating, & Heating System: Cooling System: Water Heater: Name: y Date: -21 Comments OF NEw �Q- JOSEPH O p9(9O ' s`a n law \ O 096596 AIR IED AS NOTED DATE: B.P.# LFJgj,?6 FEE: BY: COMPLY WITH ALL CODES OF NOT IF BUILDING DEPARTMENT AT NEW YORK STATE & TOWN CODES 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: AS REQUIRED AND CONDITIONS OF 1. FOUNDATION - TWO REQUIRED , T111- FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBINGHA ' !PdG BOARD 3. INSULATION h1STEES 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED OCCUPANCY OR USE IS UNLAWFUL PLUMBER CERTIFICATION WITHOUT CERTIFICATE ON LEAD CONTENT BEFORE CERTIFICATE.OF OCCUPANCY F OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. jPLUNIB'NG . I WOOD p.•'L PI_l1"AQ1NG�NASTE q� i�*aEo Additional STOVE TESTING P,LF0',E C;0VER'NG ` Certification BeWATER Required. 5k, HEATER I EXISTING WOOD STOVE 1ViaY AND PLATFORM (.0 DQ 0 r l I I S LO • BOILER ROOM UNFINISHED BASEMENT i EXISTING EXISTING STAIRS EXIT TO GROUND LEVEL UP O I I � • EXISTING SHELVING AND x BENCH REBECCA RASMUSSEN T P- I T--EXISTING TILE FLOOR A R C H I T E C T S WATER I EXISTING STAIRS EXIT TO 157 COLUMBUS AVE. #401 NEW YORK, NY 10023 UTILITY GROUND LEVEL TEL. (212)362-9546 FAX. (212)362-9689 I I J PRIVATE RESIDENCE 1835 NAUGLES DRIVE MATTITUCK, NY N7�� 6� EXISTI/NAN - BASEME sm 0 Ca Additional Certification t&y Be Ilcquired. nn Jq ISSUES & REVISIONS SCALE: AS NOTED DATE: 3.19.2021 EXISTING PLAN - BASEMENT SHEET NO. E -100.00 DRAWING 1 OFA' 'J i NOTES: 1 REVIEW FRAMING LAYOUT ON SITE WITH REMOVE EXISTING BAY ARCHITECT. WINDOW REMOVE EXISTING REMOVE EXISTING 2 REVIEW ALL FLOORING LAYOUTS ON SITE WITH FIXTURES, FITTINGS AND CABINETS,APPLIANCES,AND ARCHITECT PRIOR TO INSTALLATION. FINISHES FINISHES --� — 4/ \\\ 3 THE PROJECT INCLUDES THE WORK SHOWN ON THE DRAWINGS AND/OR AS DESCRIBED IN THE —fir—i i--i ` SPECIFICATIONS AND NOTES. DEMOLITION INCLUDES ALL WORK REQUIRED FOR THE PROPER TUB/SHOWER I DW I I I INSTALLATION OF ALL NEW ITEMS SHOWN HEREIN. _L—_—_ —_J_L-_-_JCONTRACTOR SHALL REMOVE ALL ITEMS II ------- i IIII REQUIRED TO COMPLY ulll I I I IIII 4 CONTACTOR TO PROVIDE BRACING AND / SUPPORT AS REQUIRED TO PREVENT MOVEMENT, RANGEi I IIII SETTLEMENT, OR COLLAPSE OF STRUCTURES AND BATHROOM �— --J UTILITIES AS AFFECTED BY THE WORK. BEDROOM 1 IIII 5 REMOVE ALL COMBUSTIBLE MATERIALS FROM THE REF -----------� Jill SITE. REMOVE AND LEGALLY DISPOSE OF ALL I DEMOLITION OPERATIONS,AS WELL AS ill DEBRIS AND OTHERMATERIALS RESULTING FROM SAVE FOR REUSE CONSTRUCTION OPERATIONS,THROUGHOUT THE PROJECT. r) EXISTING DECK REMOVE EXISTING FINISH 6 CONTRACTOR TO PROMPTLY REPAIR ANY DAMAGE --- -------J I FLOORING THROUGHOUT TO ADJACENT AREAS. 7 PROJECT MUST BE BROOM SWEPT AT END OF CL EACH WORKING DAY,AND FIRE EQUIPMENT II ACCESS MAINTAINED AT ALL TIMES. Jill Jill 8 ALL WORK MUST BE DONE IN STRICT ACCORDANCE WITH THE RULES AND JillACCORDANCE REGULATIONS OF ALL AUTHORITIES HAVING I STUDY REMOVE EXISTING III I REMOVE EXISTING WALL JURISDICTION. 9 PROTECT FLOOR. HANDRAIL IIII AND WINDOWS. SEE STRUCTURAL DRAWINGS. DOWN � � �� � 10 PROTECT KITCHEN. REMOVE EXISTING DOOR + WINDOW SECTIONS, SAVE 11 REMOVE ALL DOORS AND CASINGS. / \\\ FOR REUSE _-- --- — — 12 SAVE ITEMS FOR REUSE AS NOTED AND MARKED ON SITE. REMOVE EXISTING DOOR 13 VERIFY ALL DIMENSIONS IN FIELD. REVIEW LAYOUT AND FRAME NOTES: ON SITE WITH ARCHITECT. 1. REMOVE EXISTING WALLS AND DOORS AS SHOWN. 2.ALTERNATE: REMOVE WALL FINISHES AT BEDROOM 1 AND STUDY. N DEMO PLAN - FIRST FLOOR SYMBOLS: 1 Scale: 1/4" = 1'-0" NEW PARTITION REBECCA RASMUSSEN 2x4 RATED WOOD STUDS, 16" ARCHITECTS 32 3/4" 45 3/4" 109 1/2" 45 3/4" O.C., W/1/2"GYP. BD. EA. SIDE AND BATT INSULATION AT 157 COLUMBUS AVIS. #401 NEW YORK, NY 10023 EQ A EQ A EQ B EQ B CAVITIES. TEL. (212)362-9546 FAX. (212)362-9689 TILE FLOOR, TILE WALLS AT L NEW WINDOW TO MATCH EXISTING ANDERSON 400 EXISTING TO REMAIN TUB/SHOWER WINDOW 36"COOK OP, WALL, SERIES CASEMENT W/LOW E GLASS (AND + 30 SINK + ISLAND //F N-1-01145-00001) U-VALUE= .28 < REQUIRED 30 ______ EXISTING TO BE REMOVED DW I O , O PRIVATERESIDENCE P1 i FI4 I I 0 ! O PATCH WALL TO MATCH EXIST. FRAME FOR NEW 1835 NAUGLES DRIVE BATHROOM 1 N ' j WINDOW. APPLIANCES: MATTITUCK, NY M ALIGN O MICROWAVE DRAWER BEDROOM 1 P3 - 2 DOUBLE OVENS 0 M O—J j ISLAND 2 O Dn OO REFRIGERATOR/FREEZER 48"VIF 120" 48"VIF 4 HOOD 00 `r NEW SHEETROCK-CLAD 30 5 GAS COOKTOP COLUMN, TYR, SEE 6 CTURAL DRAWINGS. EXISTING DECK ODISHWASHER MILLWORK < , CL i° 30" CLOSETS AND BENCH NEW HANDRAIL OPEN "WINDOW" PLUMBING FIXTURES: • P1 TUB/SHOWER STUDY TUB/SHOWER NEW WOOD FLOOR P2 TOILET DOWN THROUGHOUT P3 SINK IN VANITY 30° O M P4 KITCHEN SINK(W/ DISPOSAL) ISSUES & REVISIONS SCALE: AS NOTED DATE: 3.19.2021 RELOCATED FRONT DOOR DEMO + PROPOSED PLAN - 1st FLOOR AND WINDOW. ALTERNATE: NEW DOOR/ WINDOW ENTRY SET. ��'., , SHEET NO. PROPOSED PLAN - FIRST FLOOR 2 Scale: 114" = 1'-0" �a • A-1 01 .00 DRAWING 2 OF 3 NOTES: 1 REVIEW FRAMING LAYOUT ON SITE WITH ARCHITECT. 2 REVIEW ALL FLOORING LAYOUTS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. 3 THE PROJECT INCLUDES THE WORK SHOWN ON THE DRAWINGS AND/OR AS DESCRIBED IN THE SPECIFICATIONS AND NOTES. DEMOLITION INCLUDES ALL WORK REQUIRED FOR THE PROPER INSTALLATION OF ALL NEW ITEMS SHOWN HEREIN. CONTRACTOR SHALL REMOVE ALL ITEMS REQUIRED TO COMPLY 4 CONTRACTOR TO PROVIDE BRACING AND SUPPORT AS REQUIRED TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURES AND UTILITIES AS AFFECTED BY THE WORK. MILLWORK 5 REMOVE ALL COMBUSTIBLE MATERIALS FROM THE SITE. REMOVE AND LEGALLY DISPOSE OF ALL TUB DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS,AS WELL AS LI HALL BATH CONSTRUCTION OPERATIONS, THROUGHOUT THE i' PROJECT. VESTIBULE MASTER BATH 6 CONTRACTOR TO PROMPTLY REPAIR ANY DAMAGE TO ADJACENT AREAS. DOWN 7 PROJECT MUST BE BROOM SWEPT AT END OF EACH WORKING DAY,AND FIRE EQUIPMENT PLAYROOM ACCESS MAINTAINED AT ALL TIMES. II SHOWER SHOWER MASTER BEDROOM 8 ALL WORK MUST BE DONE IN STRICT ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. II REMOVE EXISTING HANDRAIL FINISH THROUGHOUT VESTIBULE REMOVE EXISTING FLOOR 9 PROTECT FLOOR. SECOND FLOOR (EXCEPT AT 10 PROTECT KITCHEN. I� BATHS IF ALT. IS NOT Lv 11 MILLWORK SELECTED). CLOSETS 11 REMOVE ALL DOORS AND CASINGS. 12 SAVE ITEMS FOR REUSE AS NOTED AND MARKED ON SITE. 13 VERIFY ALL DIMENSIONS IN FIELD. REVIEW LAYOUT ON SITE WITH ARCHITECT. 2 DEMO PLAN - SECOND FLOOR Scale: 1/4" = 1'-0" A-S r6COWQ - REBECCA RASMUSSEN ARCHITECTS 157 COLUMBUS AVE. #401 NEW YORK, NY 10023 TEL. (212)362-9546 FAX. (212)362-9689 Additional Certification SYMBOLS PRIVATE RESIDENCE May Be required. 11177 NEW PARTITION 1835 NAUGLES DRIVE 2x4 RATED WOOD STUDS, 16" O.C., W1518"GYP. BD. EA. SIDE MATTITUCK, NY AND BATT INSULATION EXISTING TO REMAIN tL ALL BATH EXISTING TO BE REMOVED VESTIBULE MASTER BATHROOM DOWN A PLAYROOM MASTER BEDROOM NEW HANDRAIL VESTIBULE ISSUES & REVISIONS SCALE: AS NOTED DATE: 1.29.2021 DEMO + PROPOSED PLAN - 2nd FLOOR SHEET NO. >o-r &PROPOSED_P�LA - SECOND FLO cale: 1/4" = 1' 0 A-102.00 DRAWING 3 OF 3 PROPOSED PSL POST, SEE S-2 EXIST. 1ST FLOOR SHEATHING I EXIST. 1ST FLOOR FRAMING PALCO ENGINEERING 25 MORTIMER AVE, BABYLON, NY 11702 PH. (631) 495-8606 e 0 LEGEND: OF IVE FPk ° < ° 4 4 — �'� ��� �OSEPyA �O [�wir� EXISTING FIXTURE TO BE REMOVED 9 � EXISTING WALL AND/OR EQUIPMENT TO BE REMOVED a S r'f (90 5 J EXISTING GLASS TO BE REMOVED N �! �rcr441 EXISTING WALL TO REMAIN 696596 �FSSION��� SIMPSON STRONG-TIE RPBZ POST BASE WITH (2) PROPOSED WALL, SEE ARCH PLANS 1/4" TITEN SCREWS, EACH BASE PROPOSED WALL NEW SHEETROCK ONLY (EXIST FRAMING REMAINS) rFPOST BASE CONNECTION 0 EXISTING CONCRETE/OR FRAMED FOUNDATION WALL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A S-1 SCALE: NTS 0 PROPOSED POURED CONCRETE FOUNDATION WALL VIOLATION O F SECTION 7209 SUBDIVISION 2 OF THE NEW YORK ® EXISTING WINDOW STATE EDUCATION LAW ® PROPOSED WINDOW V.I.F. VERIFY IN FIELD - SIZES AND LOCATION OF ALL OPENINGS. FIXTURES AND FURNISHINGS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. OEGRESS WINDOW HD NEW HOLDOWN ANCHOR, SEE DETAILS ASSUME EXIST. FINISHED FIRST FLOOR EL. = 0'-0" I PSL POST FROM ABOVE, SEE S-2, TO BEAR DIRECTLY ON c I EXISTING FOUNDATION GEN L.. R A L NOTES: _ W Lo 1. THE CC.,'TRACTOR IS TO NOTIFY THE ENGINEER ON W Cm THE EXACT LOCATION AND SIZE OF THE EXISTING "_ BEAM. THE EXACT LOCATION COULD NOT BE Z •-I DETERMINED DURING THE DESIGN PHASE. PIP A 2. THE CONTRACTOR MUST NOTIFY THE ENGINEER IF A ANY OTHER BEAMS FRAMING INTO THE REMOVED w Z WALL PRIOR TO INSTALLING THE NEW FLUSH w a ., .. HEADER. U I 3. IF THE CONTRACTOR DISCOVERS ANY UNFORESEEN W FRAMING CONDITIONS THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. Z N —Lr I0­4o � Co � I oco I _ I a n I DEMOLITION NOTES. DRAWING REVISIONS n I 1. ALL ITEMS TO BE DEMOLISHED SHALL BE NN0. DATE DESCRIPTION DISPOSED OF BY THE CONTRACTOR BY MEANS OF PSL POST FROM ABOVE, SEE AN APPROVED ENVIRONMENTAL MANNER. S-2, TO BEAR DIRECTLY ON OQ 2/18/21 ISSUED FOR PERMIT ! 2 I EXISTING FOUNDATION 2. ALL ELECTRICAL DEMOLITION SHALL BE PERFORMED S-1 I BY A LICENSED ELECTRICIAN. TYP. 3. ALL .PLUMBING DEMOLITION SHALL BE PERFORMED BY A 3/17/21 REVISED PER FIELD CONDIT NS A LICENSED PLUMBER. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE, RELOCATE AND/OR A2 3/22/21 REVISED ARCH FLOOR LAN TEMPORARILY SUPPORT AS NECESSARY, ALL UTILITY SERVICES EFFECTED BY THIS SCOPE OF WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING STRUCTURE IN A WEATHER AND WATER TIGHT STATE THROUGHOUT THE DURATION OF THE PROJECT. BE i"� BASEMENT PLAN 6 AILL SHORING TREQUIREDLFOR D MOLITIONEANDR - SCALE: 1/4"=l'-0" CONSTRUCTION OF THIS PROJECT. ANY DAMAGE SHEET TITLE: TO THE EXISTING STRUCTURE DUE TO THE CONTRACTOR'S FAILURE TO PROPERLY SHORE ANY PORTION OF THE EXISTING OR NEW STRUCTURE SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO - BASEMENT PLAN COST TO THE OWNER. DRAWN BY: V. PALADINO ` CHECKED BY: — s JOB No.2020-110 A= Ll DWG. NO. 6 } "A ......... N, a y7> A A ..7 f' PALCO ENGINEERING 25 MORTIMER AVE, BABYLON, NY 11702 PH. (631) 495-8606 LEGEND: aF NEW Y Q JOSEPH P 0 K�EI_V cj EXISTING FIXTURE TO BE REMOVED Ci _ EXISTING WALL AND/OR EQUIPMENT TO BE REMOVED 2 ''` '`"''�?,}o �✓ z EXISTING GLASS TO BE REMOVED 0 s EXISTING WALL TO REMAIN ® PROPOSED WALL, SEE ARCH PLANS PROPOSED WALL NEW SHEETROCK ONLY (EXIST FRAMING REMAINS) 0 EXISTING CONCRETE/OR FRAMED FOUNDATION WALL UNAUTHORIZED ALTERATION OR 0 PROPOSED POURED CONCRETE FOUNDATION WALL ADDITION TO THIS DOCUMENT I S A VIOLATION OF SECTION 7209 ® EXISTING WINDOW SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® PROPOSED WINDOW V.I.F. VERIFY IN FIELD - SIZES AND LOCATION OF ALL OPENINGS. FIXTURES AND FURNISHINGS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. EO EGRESS WINDOW HD NEW HOLDOWN ANCHOR, SEE DETAILS /NT_– _— ASSUME EXIST. FINISHED FIRST FLOOR EL. = 0'-0" 2 2X8 HD \\ II 3-1/2"x3-1/2" 1.8E PARALLAM PSL POST, TYPICAL 3 LOCATIONS. DOWN TO FOUNDATION WALL. EXISTING WALL AND WINDOWS TO TO BE REMOVED, GENERAL NOTES: EXISTING WALL � BE REMOVED, SEE ARCH PLANS I � � I I SEE ARCH PLANS I �� I I 1. THE CONTRACTOR IS TO NOTIFY THE ENGINEER ON w � THE EXACT LOCATION AND SIZE OF THE EXISTING w 0"o- PIP z --- BEAM. THE EXACT LOCATION COULD NOT BE DETERMINED DURING THE DESIGN PHASE. zt! II - - Z 2. THE CONTRACTOR MUST NOTIFY THE ENGINEER IFANY w A II \ I I I I WALLOTHER PR ORB 0 MNSTALLING THE NEWS FRAMING INTO S FRUSHVED = c L HEADER. a Z W – – – – – – – 3. IF THE CONTRACTOR DISCOVERS ANY UNFORESEEN EXISTING WALL TO FRAMING CONDITIONS THE ENGINEER MUST BE BE REMOVED, SEE PROPOSED FUTURE DECK ARCH PLANS c3 EXTENSION, NOT INCLUDED IN NOTIFIED IMMEDIATELY. h Z H o THIS SCOPE OF WORK. -t� N = I w 0-4 H N I ® ( o co ap -t� IL .--1 II-- - --� N -'I Io � 0 NI N DEMOLITION NOTES: L0uj lW wl DRAWING REVISIONS 1. ALL ITEMS TO BE DEMOLISHED SHALL BE NO• DATE DESCRIPTION DISPOSED OF BY THE CONTRACTOR BY MEANS OF AN APPROVED ENVIRONMENTAL MANNER. 57< 7" `'' 3-1/2"x3-1/2" 1.8E 0 2/18/21 ISSUED FOR PERMIT 2. ALL ELECTRICAL DEMOLITION SHALL BE PERFORMED Lj- PARALLAM PSL POST, TYP. BY A LICENSED ELECTRICIAN. \\� 3 LOCATIONS. DOWN TO FOUNDATION WALL. 3. ALL PLUMBING DEMOLITION SHALL BE PERFORMED BY IN A LICENSED PLUMBER. Q1 3/17/21 REVISED PER FIELD CONDITIONS 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE, RELOCATE AND/OR TEMPORARILY SUPPORT AS NECESSARY, ALL UTILITY NOTE 1: NEW LVL TO BE FASTENED DIRECTLY TO I SERVICES EFFECTED BY THIS SCOPE OF WORK. THE EXISTING 3X12 AT THIS LOCATION. 2 ROWS OF 10D NAILS, STAGGERED, AT 12" ON CENTER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR – – MAINTAINING THE EXISTING STRUCTURE IN A WEATHER AND WATER TIGHT STATE THROUGHOUT THE DURATION OF THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING FORrl-' FIRST FLOOR PLAN CONSTRUCTIONROFUIRED TION THIS PROJECT. AND DAMAGE - SCALE: 1/4"=1'-0" TO THE EXISTING STRUCTURE DUE TO THE S HE ET TITLE: CONTRACTOR'S FAILURE TO PROPERLY SHORE ANY PORTION OF THE EXISTING OR NEW STRUCTURE SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO FIRST FLOOR PLAN COST TO THE OWNER. DRAWN BY: V. PALADINO CHECKED BY: - JOB No.2020-110 AMN DWG. NO. GENERAL NOTES: FRAMING NOTES: Y NOTATION: 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH A- NUMBER OF 10d NAILS @ EA, END OF STRAPPING THE LOCAL MUNICIPALITY AND THE BUILDING CODES OF NEW STRUCTURAL GRADE NO. 2 OR BETTER. B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) NAILING SCHEDULE YORK STATE, 2020 RESIDENTIAL CODE OF NEW YORK STATE. C- NUMBER OF FULL HEIGHT KING STUDS @ EA, SIDE OF HEADER AS PER TABLE 3.1 OF THE AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1, D- NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER 5/8" MIN. THICKNESS. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING I STUD T❑ END ❑F HEADER @ EA. SIDE TO OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS, PERMITS AND t E- NUMBER OF JACK STUDS @ EA, END OF HEADERCERTIFICATE OF OCCUPANCY FROM ALL AGENCIES HAVING 3. ALL SUBFLOORING TO BE 3/4" ADVANTECH. ALL EDGES -ROOF FRAMING F- NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT JACK JURISDICTION, FOR ALL WORK PERFORMED. OF FLOORING TO BE SET ON SOLID BLOCKING. GLUE AND y RAFTER TO TOP PLATE (TOE- NAILED) 4-8d PER RAFTER A D STUD TO END OF SILL(S) @ EA, SIDE (DOES NOT APPLY TO CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-8d PER JOIST NAIL SUBFLOOR TO FLOOR JOISTS. D❑DRS) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3-16d EACH LAP 3. EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AND PALCO ENGINEERING CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-16d EACH LAP OBTAINING HIS OWN TRADE PERMITS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH C COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END DOUBLE JACK STUDS. ALL HEADERS SHALL BE A MINIMUM WINDOW AND DDDR ROUGH OPENING RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OF (2) 2"x8" UNLESS OTHERWISE NOTED ON THE DRAWINGS. B E FRAMING REQUIREMENTS WALL FRAMING COORDINATE AND SCHEDULE ALL TRADES. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND TOP PLATE To TOP PLATE (FACE- NAILED) 2-16d' PER S - 5. THE CONTRACTOR SHALL EFFECT AND MAINTAIN LIABILITY AND FLOOR BEAMS AT 8'-0" O.C. OR AS PER THE WOOD FRAME NOTATION TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS - EACH SIDE STUD TO STUD (FACE-NAILED) 2-16d 24' O.C. WORKMAN'S COMPENSATION INSURANCE ADEQUATE FOR THE CONSTRUCTION MANUAL, 1995 EDITION. 25 MORTIMER AVE, BABYLON, NY 11702 ROUGH A B C D E F HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDGES PH. (631) 495-8606 PURPOSES OF THIS PROJECT. PROOF OF THE SAME SHALL BE OPNG. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-116d PER 2x4 STUD FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 6. ALL FRAMING SHALL BE DOUBLED UP AROUND ALL OPENINGS 3-16d PER 2x6 STUD 4-16d PER 2x8 STUD (SKYLIGHTS, STAIRS, ETC.) A 2'-0" 2 1 1 1 1 1 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING (FACE-NAILED) 2-16d" PER FOOT 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE PREMISES IN A CLEAN MANOR. ALL TOOLS, MATERIALS, 7. ALL FRAMING SHALL BE DOUBLED UP UNDER ALL PARTITION r� FLOOR FRAMING RUBBISH, ETC. SHALL BE CLEANED UP AT DAYS END. WALLS. 4'-Q" 3 1 2 2 2 2 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END 8. ALL FLUSH WOOD CONNECTIONS SHALL BE MANUFACTURED BY . .. ,, s BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END 7. EACH CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, SIMPSON STRONG TIE AND INSTALLED PER THE P BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK QF ,� 6'-0" 4 1 3 3 3 3 LEDGER STRIP IL BEAM (FACE-NAILED) 3-16d EACH BLOCK TRANSPORTATION, SAFEGUARD, ETC REQUIRED FOR THE PROPER MANUFACTURER'S SPECIFICATIONS. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST EXECUTION OF THEIR WORK. BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST 9 8'-0" 6 2 3 4 4 4 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d' PER FOOT 9. ALL CONNECTIONS SHALL BE MADE AS INDICATED IN THE CO B. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY NAILING SCHEDULE. ALL NAILS SHALL BE GALVANIZED. ALL fir `^q9� ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY A ti'1 ROOF SHEATHING CONNECTORS SHALL BE APPROVED FOR USE WITH PRESSURE 101-01 7 4 4STRUCTURAL PANELS ad s" O.C. WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL TREATED WOOD. , DIAGONAL BOARD SHEATHING SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT IS 1 0X6" OR 1"XS" 2-8d PER SUPPORT ;,�E4 5� �• NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE TOP PLATE AND 7 12'-0" 8 5 S 1"X10" OR WIDER 3-8d PER SUPPORT S SAFETY RAILING AND SECURE FOOTING FOR ALL TEMPORARY STUD WITH GALVANIZED HURRICANE CONNECTORS AS INDICATED ON 09B5,5 CEILING SHEATHING SCAFFOLDING, STAIRS, ETC., AS WELL AS PERMANENT CONSTRUCTION. THE DRAWINGS. ° � � SS`ONh 11 7 7 W, _� GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10'• FIELD 9. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF 11. WHEN PIPING OR DUCT WORK IS PLACED IN OR PARTLY IN AN - .. . WALL SHEATHING THE EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE CUTTING, DRILLING OR NOTCHING THE TOP PLATE BY MORE THAN STRUCTURAL PANELS ad s" O.C. FIBER PANELS ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING 50% OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 7/16" 6d 3" EDGE / 6" FIELD .054 INCH THICK (16 ga.) AND 1 1/2" SIDE SHALL BE FASTENED NAILING /STRAPPING 25/32" 8d 3" EDGE / 6" FIELD STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH EXISTING STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE NOT LESS THAN 8-16d NAILS AT EACH SIDE. UNAUTHORIZED ALTERATION OR GYPSUM WALLBOARD Sd coolers 7" EDGE / 1D" FIELD SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ri_'_ AT W1rND O W/DOOR HEADER HARDBOARD 8d 6" EDGE / 12" FIELD ADDITION T O THIS DOCUMENT I S A PARTICLEBOARD PANELS ad ENGINEER OF RECORD, AT THE SOLE EXPENSE OF THE CONTRACTOR. DIAGONAL BOARD SHEATHING 12. ALL ENGINEERED LUMBER SHALL BE INSTALLED AS PER MFG. VIOLATION ❑F SECTION 7 209 1x10 OR 1"x8" 2-8d PER SUPPORT SPECIFICATIONS. ALL INFO SHALL BE PROVIDED FOR BUILDING SUBDIVISION 2 O F THE NEW YORK SCALE: NTS 1"x1o" OR WIDER 3-8d PER SUPPORT 10. EACH CONTRACTOR SHALL REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A INSPECTOR REVIEW. STATE EDUCATION LAW STRUCTURAL PANELS FLOOR SHEATHING WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. 13. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE OR MASONRY 1 GREATER THAN 1 10d 6" EDGE / 6°' FIELD 11. UPON COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DIAGONAL BOARD SHEATHING DEBRIS, AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT 1'k 6' OR 1"XS" 2-8d PER SUPPORT 1"x10" OR WIDER 3-8d PER SUPPORT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C.. AT PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O.C.. AT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH, 12. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON THE PROJECT INFORMATION WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED DRAWINGS. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE TO 1-16d NAIL PER FOOT. OF AIR BETWEEN THE INSULATION AND THE ROOF DECK. AND DESIGN CRITERIA: FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, 1 MILE PER HOUR = 1.609 km/h. ENCLOSURES, ADJOINING D 13. GLAZING IN DOORS, SHOWER DOORS ANE a. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED TO SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS DOORS AND BATH TUB DOORS SHALL N E SIZED SHALL HAVE MINIMUM AVERAGE BENDING SHIELD STRENGTHS AS FOLLOWS: 80 ksi (551 Mpa) FOR SHANK DIAMETER OF 0.192" (20d COMMON NAIL), 90 ksi (620 , CONSTRUCTED, PROJECT LOCATION: u " Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142 BUT NOT LARGER THAN 0.177, AND 100 ksi (6B9 Mpa) FOR SHANK DIAMETERS OR 0.142" OR LESS TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE TWO ROW'S 12 O.C. THREE ROWS 12 O.C. EFFECTIVELY THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT TOWN OF SOUTHOLD - 130 MPH (VULT.) " 0 " 0 0 0 ° ° b. STAPLES ARE 16 GAUGE WIRE AND HAVE A MINIMUM OF 7/16 INCH ON DIAMETER CROWN WIDTH. THAT THE GLAZING IS CRACKED OR BROKEN. 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 0 0 0 c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. 0 0 0 o d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. 14. ELECTRICAL-ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(1). THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC) AND PROJECT EXPOSURE: TWO ROWS 24" O.C. STAGGERED TWO ROWS 6" O.C. f. FOR REGIONS HAVING BASIC WIND SPEED OF 110 mph OR GREATER, 8d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL THE PROJECT SITE IS CLASSIFIED AS EXPOSURE CATEGORY "B" O O O O O O O © O © ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48-INCH DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT IS MORE THAN 25 FEET, UP To 35 FEET ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED AND MAXIMUM, INSPECTED. THE CONTRACTOR SHALL SUBMIT THE WRITTEN SEISMIC DESIGN CATEGORY: O O OO O OO OO O O OO g. FOR REGIONS HAVING BASIC WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING CERTIFICATE TO THE OWNER. THE PROJECT SITE IS CLASSIFIED AS SEISMIC DESIGN CATEGORY "B" SHALL BE SPACED 6 INCHES ON CENTER, WHEN BASIC WIND SPEED IS GREATER THAN 100 mph, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE ,A SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM, 48 INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 15. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE �J h. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFROM TO ASTM C WITH ALL STATE AND LOCAL REGULATIONS. CLIMATE ZONE: 4A N 2D8. WEATHERING: SEVERE F+i ' i. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. 16. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS FROST LINE DEPTH: 36" A rl SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE PERIMETERS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF TERMITE: MODERATE TO HEAVY W ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. ACCORDANCE WITH ALL STATE AND LOCAL CODES. CONNECTION PATTERN SCHEDULE ICE SHIELD UNDERLAYMENT: REQUIRED A U) 17. IT IS NOT THE INTENT OF THE DRAWINGS TO PROVIDE FOR THE MEAN ROOF HEIGHT: 12'-0" H w FOR SI: 1 INCH 25.4 mm SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND, WHETHER EQUAL OR GROUND SNOW LOAD: 20 PSF. CONNECTION o. NAIL IS A GENERAL DESCRIPTION AND MAY BE r- HEAD, MODIFIED ROUND HEAD OR ROUND HEAD. NOT. WHERE MATERIALS ARE NOT SPECIFIED, THE CONTRACTOR SHALL PATTERN DESCRIPTION b. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16- INCH ON DIAMETER EXCEPT AS NOTED. TOPOGRAPHIC EFFECTS: NO PROVIDE SAMPLES FOR APPROVAL. - c. NAILS OR STAPLES SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CNETER AT ALL SUPPORTS WHERE SPANS ARE 48-INCHES OR GREATER. NAILS OR SPECIAL WIND REGION: NO STAPLES SHALL BE SPACED AT NOT MORE THAN 12-INCHES ON CNETER AT INTERMEDIATE SUPPORTS FOR FLOORS. A (2) ROWS 10d NAILS � 12 O.C. 18. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION WIND BOURNE DEPRIS REGION: YES B (3) ROWS 10d NAILS @ 12" O.C. d. FASTENERS SHALL BE PLACED IN A GRID PATTERN THROUGHOUT THE BODY OF THE PNALE. SUPERVISION OF ANY KIND, AND ASSUMES NO RESPONSIBILITY FOR AIR FREEZING INDEX: 599 Z e. FOR 5-PLY PANELS, INTERMEDIATE NAILS SHALL BE SPACED NOT MORE THAN 12-INCHED ON CENTER EACH WAY. THE CONSTRUCTION CONFORMING WITH THESE PLANS, NOR THE MEAN ANNUAL TEMP: 51' C (2) ROWS 1/2" 0 BOLTS Q 12" O.C. STAGGERED; DBL. @ ENDS f. HARDWOOD UNDERLAYMENT SHALL CONFORM TO ANSI/AHA A135.4. RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, H H SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND SIVE LOADS: w E-4 DPROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO (2) ROWS 1/2" BOLTS ® 16" O.C. WARRANTIES, NOR ANY MERCHANIBILITY OF FITNESS FOR A SPECIFIC EXTERIOR BALCONIES = 40 P.S.F. O co E (2) ROWS 1/2" b BOLTS ® 24" O.C. USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. DECKS = 40 P.S.F. a a v__1PASSENGER VEHICLE GARAGES = 50 P.S.F. F (2) ROWS 3-3��8" TRUSSLOCK SCREWS 12" O.C. SCREWED ON (1) SIDE OF MEMBER UNINHABITABLE ATTICS WITHOUT STORAGE = 10 P.S.F. 19. THE ENGINEER SHALL NOTIFIED OF ANY UNFORESEEN S , EE, UNINHABITABLE ATTICS WITH LIMITED STORAGE = 20 P.S.F. PHYSICAL CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., G (2) ROWS 3-3%18"" TRUSSLOCK SCREWS ® 16"„ O.C. SCREWED ON (1) SIDE OF MEMBER NOT INDICATED ON STHE SURVEY DRES ED AND NDSOLVED. SLEEPING ROOMS = 30 P.S.F. DRAWING REVISIONS PLAN. HABITABLE ATTICS SERVED WITH FIXED STAIRS = 30 P.S.F. M EWORK SHALL PROCEED H (2) ROWS 3-3�8 TRUSSLOCK SCREWS ® 24 O.C. SCREWED ON (1) SIDE OF MEMBER ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. DISTAIRS = 40 P.S.F. J (2) ROWS 5" TRUSSLOCK SCREWS 9 12" O.C. SCREWED ON BOTH SIDE OF MEMBE� 20. THE COURSE CONSTRUCTION, A CONDITION EXISTS WHICH = NO. DATE DESCRIPTION DISAGREES WITH THATT WHICH IS INDICATED ON THESE PLANS, THE GUARDRAILS AND HANDRAILS 200 P.S.F. K 2 ROWS 5" TRUSSLOCK SCREWS Q 16" O.C. SCREWED ON BOTH SIDE OF MEMBER CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ENGINEER IN ( ) WRITING. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND DEAD LOADS: L (2) ROWS 5" TRUSSLOCK SCREWS @ 24" O.C. SCREWED ON BOTH SIDE OF MEMBER DRAWING SYMBOL LEGEND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY TYP. ASPHALT SHINGLE ROOF = 15 P.S.F. 2/18/21 ISSUED FOR PERMIT AND LIABILITY THEREFROM. TYP. HARDWOOD FLOOR = 14 P.S.F. WALL TYPE DOOR TYPE MARK SECTION NUMBER TYP. TILE FLOOR = 33 P.S.F. DESIGNATION (SEE (SEE DOOR SCHEDULE) 21. ANY DEVIATIONS FROM THE ENGINEERS DRAWINGS MUST BE SUBMITTED TYP. CEILING/ATTIC = 12 P.S.F. NOTE: WINDOW TYPE MARK TO THE ENGINEER IN WRITING FOR APPROVAL. TYP. EXT. BALCONY = 17 P.S.F. o = 1. BEAMS & HEADERS NOT NOTED WITH CONNECTION PATTERN ON PLAN WALL LEGEND) ` (SEE WINDOW SCHEDULE) TYP. INTERIOR WALL 10 P.S.F. a-x SHALL USE CONNECTION PATTERN A WHEN 8 OR SMALLER & 22. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE TYP. EXTERIOR WALL = 15 P.S.F.CONNECTION PATTERN 'B' WHEN 10" OR LARGER 1 A 101 DRAWING NUMBER ON SCALED DIMENSIONS.12 WHICH SECTION IS SHOWN 23. FIRE PLACE HEARTH EXTENSION DIMENSIONS: UP TO 6 SQUARE FEET 2. WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER - OFFSET WALL TYPE MARK DOOR TYPE MARK SECTION MARK WINDOW TYPE MARK OPENING HEARTH EXTENSION SHALL EXTEND AT LEAST 16" IN FRONT FASTENERS 1/2" FROM ONE SIDE TO THE OTHER AND AT LEAST 8" BEYOND EACH SIDE OF OPENING, OVER 6 SQUARE DETAIL NUMBER ELEVATION NUMBER FEET HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND 3. BOLT HOLES ARE TO 13E THE SAME DIAMETER AS THE BOLT AND SHOULD AT LEAST 12" ON EACH SIDE. BE LOCATED 2" FROM THE TOP AND BOTTOM OF THE MEMBER. EVERY 1 A-s2i 2 LINTEL TYPE MARK ELEC. JUNCTION BOX 0 TABLE R301.7 BOLT MUST EXTEND THROUGH THE FULL THICKNESS OF THE MEMBER. I A-636 SEE FRAMING PLANS 24. DUCT AND PLENUM INSULATION: ALL SUPPLY AND RETURN-AIR DUCTS ALLOWABLE DEFLECTION OF USE WASHERS UNDER HEAD AND NUT. J AND PLENUMS INSTALLED AS PART OF AN HVAC AIR DISTRIBUTION STRUCTURAL MEMBERS DRAWING NUMBER ON ELEC. OUTLET SYSTEM SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH DRAWING NUMBER ON Ll M1601.4.6. WHICH DETAIL IS SHOWN WHICH ELEVATION IS SHOWN ELEC. SWITCH � STRUCTURAL MEMBER ALLOWABLE DETAIL MARK INTERIOR ELEVATION MARK LINTEL TYPE MARK 25. CLOTHES DRYERS: EXHAUST DUCTS SHALL BE CONSTRUCTED OF DEFLECTION rF' BEAM FASTENING MINIMUM .016" THICK RIGID METAL AND SHALL BE 4" NOMINAL IN SHEET TITLE: DIAMETER. MAXIMUM LENGTH SHALL NOT EXCEED 35' FROM THE RAFTER HAVING SLOPES GREATER THAN L/180 SCALE: NTS CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE 3/12 WITH NO FINISHED CEILING OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTHOF THE ATTACHED TO RAFTERS TABLE G2439.7.4.1. CT SHALL BE REDUCED IN ACCORDANCE WITH INTERIOR WALLS AND PARTITIONS H/180 SECTIONS AND FLOORS AND PLASTERED CEILINGS L/360 DETAILS ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR H/360 STUCCO FINISH DRAWN BY: V. PALADINO EXTERIOR WALLS--WIND LOADS WITH L/240 BRITTLE FINISHES CHECKED BY: - EXTERIOR WALLS--WIND LOADS WITH L/120 JOB N 0.2020-1 10 FLEXIBLE FINISHES ks ANN DWG. NO.