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HomeMy WebLinkAbout48085-Z o�OsOEFOI�'lpG Town of Southold 5/3/2024 P.O.Box 1179 0 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45155 Date: 5/3/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1145 Hillcrest Dr., Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2022 pursuant to which Building Permit No. 48085 dated 7/19/2022 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: _additions and alterations, including garage with storage above and conditioned sunroom to existing single familX dwelling as applied for. The certificate is issued to Locke,Richard&Katherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48085 8/22/2023 PLUMBERS CERTIFICATION DATED Autho zed S' nature �o�SufFot,��. TOWN OF SOUTHOLD y BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy • 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#: 48085 Date: 7/19/2022 Permission is hereby granted to: Locke, Richard 1 Ridge Ct Hicksville, NY 11801 To: Construct garage addition to an existing single family dwelling as applied for. 12-5-22 AMEND Permit: for screen room connection to become conditioned sunroom space. At premises located at: 1145 Hillcrest Dr., Orient SCTM # 473889 Sec/Block/Lot# 11-2-8.9 Pursuant to application dated 6/16/2022 and approved by the Building Inspector. To expire on 1118/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,013.60 CO-ADDITION TO DWELLING $50.00 Total: $1,063.60 Building Inspector �oIg11FFQ1K� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48085 Date: 7/1 912 0 2 2 Permission is hereby granted to: Locke, Richard 1 Ridge Ct Hicksville, NY 11801 To: Construct garage addition to an existing single family dwelling as applied for. At premises located at: 1146 Hillcrest Dr., Orient SCTM #473889 Sec/Block/Lot# 13.-2-8.9 Pursuant to application dated 6/16/2022 and approved by the Building Inspector. To expire on 1/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,013.60 CO-ADDITION TO DWELLING $50.00 Total: $1,063.60 Building Inspector oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Bok 1179 a� sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�y�DiJNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Locke Address: 1145 Hillcrect Dr city:Orient st: NY zip: 11957 Building Permit#: 48085 Section: 13 Block: 2 Lot: 8.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors. Sub Panel 50A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 7 4'LED 4 Exit Fixtures Sump Pump Other Equipment: 50A Sub 12 Circuit/ 3 Used Notes: Garage Inspector Signature: Date: August 22, 2023 S.Devlin-Cert Electrical Compliance Form oFso�ry°� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION a[ PRE C/O [ RENTAL REMARKS: i0�i Y1 - 0 141Z .! DATE I o INSPECTOR OF SOGlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AW44 �a 6L Irl,l .t�s G� y DATE Io' 31-c4X INSPECTOR go x S OF SOUIyO� - -_ VVV V * * TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631.76S-1802 INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R AL REMAR : t �e i DATE INSPECTO - # TOWN OF SOUT HOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: :tf �Y Y J DATE INSPECTOR OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: �k, Af, C,O. DATE "v?,�''oZ INSPECTOR FIELD INSPECTION REPORT ATE OMMENTS l� �gYv QvV q Y FOUNDATION(1ST) C 41, ------------------------------------ /� o2 el4tni ".//s FOUNDATION (2ND) ov ' IL dki _ O 1Mr12 ®IA y ROUGH FRAMING& `�- PLUMBINGZIP e �} �'1 I r INSULATION PER N.Y. y STATE ENERGY CODE •a�a a s / r al 2A4 FINAL ADDITIONAL COMMENTS /0 -7 po TV rn I C. 0-�60'2 ,a I—a O � z 91 x � �x d b N 1 , guFFO(,f - =o�.. Qa TOWN OF SOUTHOLD-BUILDING DEPARTMENT - y. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hLtps://www.southoldtownny.gov f Date Received APPLICATION FOR BUILDING PERMIT-. ' For Office Use Only r I I ,4!� E PERMIT NO. `'v� Building Inspector: f N JU 16 2022 D. Applications and forms must be filled,out in their entirety:Incomplete BUILDING DEPT applications will not be accepted. Where'the Applicant is not the owner,an TOWN OF SOUTHOLD., Owner's Authorization.form(Page 2)shall be completed.,'. Date: r'pH(p 02-72— ,,OWNER(S)OF PROPERTY: Name: SC TM#1000- 30 Z r Project Address: �/y iLL�2�5 Q delNY Phone#: �5/L % 7��f Email: KM L- DG-K1E OP-T I M_G01�'�r.Mailing Address: f?-Lb 4,6- GT, j~I)el KSv I L-L ;CONTACT:PERSON - - -, Name: �1 U�i p+ t'Z►� -oCICC Mailing Address: . 'Z GT !� iCi`S V I &L� .____.__— -.._ . .�. _. _ ...._. . 1 I E Phone#: Email: DESIGN'PROFESSIONAL INFORMATION: Name! Mailing Address: �D AVE . - Phone#: Email: (o ..,... S�12C1-t CONTRACTOR INFORMATION: Name: Mailing Address: Z R �•� E-AST iNd2—TH POV'_T 7..- Phone#: fb 2?� L f 5 I p Email: 1�s I"� — Ifte c- 0 _-I—Om wz _(U_ ET DESCRIPTION OF PROPOSED CONSTRUCTION' ; New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other_ CARA &E $ K Will the lot be re-graded? ❑Yes KNo' Will excess fill be removed from premises? ❑Yes MO 1 1 PROPERTY,INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to IEr-511AL -SD this property? ❑Yes �Mo IF YES, PROVIDE A COPY. 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 De'irtment for the issuance of a,Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other,appl-iicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all.applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on'premises and in building(s)for necessary inspections:False.statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. ' Application Submitted By(print name): I GHp-,(203 0G K E- ❑Authorized Agent WOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF jjcLSSaU ) I`I A2� LOC-1C being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the d w NcIZ (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 kno that the work will be performed in the manner set forth in the application file therewith. PAULA ANDREA SERNA Notary Public-State of New Y rk N0.01SE6214453 Sworn before me this Qu lifted in Suffolk County A My m ission Expires Mar 16, 026 I day of J���- 20_z;�, tary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 J 1 ' BUILDING DEPARTMENT- Electrical Inspector (I TOWN OF SOUTHOLD fi n Hall Annex w - 54375 Main Road - PO Box 1179 a �. JA�1 1 Southold, New York 11971-0959 phone (631) 765-1802 - FAX (631) 765 9502 vgerr(a)southoldtownny.gov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ZZZ o Company Name: F 0-44 t P p Electrician's Name: t License No.: 2_ Elec. email L C�j Elec. Phone No: ❑I request an email copy of Certificate o Compliance Elec. Address.: o s' JOB SITE INFORMATION (All Information Required) Name: CkL,. Address: C AJ Cross Street: �4-- Phone No.. _ % a BIdg.Permit#: ��e email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 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 MN Additional Information: PAYMENT DUE WITH APPLICATION J ,7 �� ' n 1 PERMIT p Address: Switches Outlets 1 GFI's Surface Sconces �II UC Lts 1 Fans I Fridge HW Exhaust Oven WAD p Smokes W Mini arbon Micro Generator =ombo Cooktop Transfer \C AH Hood Service Amps Have Usec -pedal :ommenTs 1 I. 1 1171 JAN - 2V4 4 1 DATE(MM07D/YYYY) ACORO® CERTIFICATE OF LIABILITY INSURANCE o5/2a2o22 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 Christie Simmons NAME: StateftM Christie Simmons,ChFC,Agent PHONE 516Ex0v .433.4275 FAX No): 516.433.4020 101 Bloomingdale Road ADDRIESS: ® Hicksville,NY 11801 INSURERS AFFORDING COVERAGE NAIC# INSURER A: State Farm Fire and Casualty Company 25143 INSURED INSURER B: P Cullen&Son Inc INSURERC: 2 Bird St INSURER D: E Northport,NY 11731 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 SUER POLICY NUMBER MM ICY EFF/YYYY MM%DDY EXP LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREM DAMA SES Ea occu ence $ 300,000 X Contractual Liability MED EXP(Any one person) $ 6,000 q 92-CO-U530-1 12/03/2021 12/03/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRCT LOC O- POLICY JE PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X I PER STATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L,EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? N/A 92-CX-V919-2 12/03/2021 12/03/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Lr- DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold Buidling Department Town Hall Annex 54375 Main Road AUTHORIZED REPRESENTATIVE PO Box 1179 Southold,NY 11971-0959 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 1001486 132849.13 04-22-2020 YOR [Workers' :CERTIFICATEO.F voter 50",E 1.,6iri pensj00n and NYS WORKERS':COMPENSATLON INSURANCE COVERAGE 1a.Legal.Name&;Address-of Insured(use street address onl -1b:Business Telephone Numbe.,r,oflnsured q y) P Cullen'&Son Inc 516.433.4119 2 Bird St ._E Northport,NY 11131 1c:NYS Unemployment Insurance'Employer Registration Numb'%r of Insured 84-41050 Work Location of Insured(Only,required if'coverage isspeciftcatty'lmited to id.;Federal.Employer Identification Nurriber of Insured or Social Secu certain/ovation`s in New'Yorrk State,7,e.,;a Wra/rUp'Policy)• ntY Number 11-2935136 2..Name and Address of Ehtity'RequesGng Proof of Coverage : 3a.Name of Insurance Carrier (Entity Being Listed as'ttie Certificate Holder) State.Farm Fire&Casualty Company Town of Southold Building Department Town'Hall Annex ; 3b•Policy N urn b6i, Entity',Listed-in Box"1a 54375_Main Road: 92-CX V919;2 PO"Box,1179 Southold,NY 1197'.0959 .36.Policy"effective period ,_wri'4'hn91 _ ;to i91n3i9n9r . 3d.ThiOropriefori Partners or Executive Ofncers'are included.(Only. eck box if,all partners/officers intruded), all excluded or certain partners/officers excluded. This'certifies that the.insurance carrier indicated,above in boil'insures the busihess referenced=above in box`'1a"for.workers' compensation under'the:New'York State Workers'Corripensatlon Law;(To,use Phis`form,'New York,-(NY)'rriust;be listed.under, a :3 on the INFORMATION PAGE of:the workers!"cr)mpensation'insurance policy). 'Tfte,lnsiirtinoe Carrier or'its;licensed.agen't will send this:Certificate of Insurance to the.entity listed above:as the;certificate_holder in box"2% Thd insurance carrier:rtiust notify the above certificate hoideFand.the.GVorkers',Compensation Board within 10 days IF a policy.is canceled due to'honpayment of premiums or within 30 days IF there are reasons:other than.nonpaymenfof premiums that.cancel the policy or ,eliminate the insured from the coverage indicated on this Certificate.(These noticesmay be'sent by regular,mail.)Otherwise;this Certifidate is valid for one year after this form'is approved by'theansurance-carrieror Its licensed:agent,or".until th'e policy ;expiration date1isted,'in°box"3c';vvhiche'verPs earller. This-certificate is issued as ei'matter of.informafion only and confers no rights upon the certificate holder.This certificate does'not amehd_, extend or alter the cover'age,affoided by'the policy listed,nor does it cbrifer any-rights or responsibilities beyond tFiose contained:in.the 'referenced policy: This certificate may-be.used-as-evidenae.of a Workers'Compensation contraciof insurance'brilyiivh11 the,underlying policy is in effect. 'Please Note:Upon cancellation of the workers'compensation policy(ndicated-on this-forrri;if the business.continues.to be named ona:permit;;license or.confract issued by a certificate holder,the businessmust provide that certificate holder with a new Ceitlficate of Workers'Compensation Coverage or other authorized proof-that the�businessfIs corrrplying With the ,mandatory coverage requirements'of the Nei*York;State-Workers'.Compensation Law: .Under penalty ofperjury,I certify thatI a'm:an'�authoriied representative or licensed agent of the_ insurance carrier referenced above and that the=named insured tics the.coverage as'depicfed.on this form. ApproGed'by.- Christie'Simmons (Print name of authorized representative or licensed agent of insurance cancer) Approved by: t h - Cl; Z �.. (Signature) (Date) Title: Agent. Teiephohe'Number.of authorized representative or;iicensed ageht of,irisuMnce,carrier: 5T6.433,4275 Please Note,Only,insurance carriers and.theWilicensed agents`are authofted to issue Form C=105 2.insurance'brokers are NOT authorized to issue,it. C-105:2.(9=17) •www.wcb.hy;gov Workers',Compensation :Law Zecti6n 67., keitirlotidn on issue,of permits andthe driteM9 into contracts-unless compensation a ion is secured. The head of a state or mu nibipal department, 46btd,:commission or office!a 8 any'00 1 authorized.:or rdjuired'by�law to issue a VbOit for or irvconnedtiPn.Wjj6 any work involving'the employmetit.ofe"Id Wzardousemplo Merit defined by in.a�h 'this.chapter, a"n1d rpj W, s tandingahy g e ner6l or special st.at%ute requiring aLthoilking the Jssu. e:bfblm h'permits;shall n6fissue such PefthitAunless-proof duly zubscribed by.an insurance carrier.is-produced in.a form satisfactory tothe chair; that "ComperOation Ifor all .employees,has peen; secured as provided'by this chapter: Nothing 'howeVer, shall be 'e'onstruaCas .6t0tirig any:liability h 6 her6n, y on the part of suc; mm ;,6r mUhi6lpafdepartment,:board- :6*rtiIssi6fi,or office to ppy-,any,comp6­§ ti t. chomp,employee iU.so employed: �n..@_pn' o any 6u 2. The hdad:-Of&state bt:municipal departmOn I t,board, 06' r6missibri or office'autfiorizedf`ar required by 16Wto enter into any cdhtf6idtf6r be in connection with an wbrk'In Ming the e'm' Vp P16yment of.employ6et in a ha2cli'dous employment defined by this 6ha'pt6r.,.:n6tWit'hstand'inq'6hy,§L:inei-alcj'rspd6ia"lstatuter�requiring r uihori o g. zing any such-contract,;shall hot,bht6Hhto,any-s'udh contract,unless proof duly subscribed by on-lmranoetaffler-is,produced:.in aform,satid6etprk ,to'thb,-6hair,:fhdt compens.6tiorl"f6t all-Orfi 01066s;hasbeen.secured 9s.provided by this chapter. 'C-101.2(9.17)REVERSE �INO RI workers' CERTIFICATE OF INSURANCE COVERAGE ATE 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 P CULLEN 8 SON INC (516)238-4518 2 BIRD STREET 'EAST NORTHPORT,NY 11731 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(only required ifcoverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 112935130 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD-BUILDING DEPARTMENT TOWN HALL ANNEX 54375 MAIN RD 3b.Policy Number of Entity Listed in Box"I a" PO BOX 1179 DBL 6937 27-1 SOUTHOLD,NY 11971-0959 3c.Policy effective period 11/01/2021 to 11/01/2022 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits ❑ B.Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 6/20/2022 By e�7rl (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carder,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, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 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 with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only Insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 688981 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 New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's 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 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 NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. 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. 1313-120.1 (10-17)Reverse µ . „ a. .•:...n-,ry,r..�o•.a..:".y.-e",",r.,q,.'r v .M1• _ )',,, ,1-.;'i•. 4 YY, n3 r,, A,, i �,L-„ Y �r lS vC lia h n�T.�lS. 4 k S' fi, r �(' $ (� r' b �,"-,..'"-"�:.j-��,����I-,'.-;-�!!!,�,,,I-';I�i,l,I,-l,'A.,l�"�--_,��-�.,,�O-,",�4-.­—�"-OI"�,�-�.,"�,.,�i�',",-�-.�,--�-:�,,�-,�,-�:-,-n,�1�,,�.--,,,�,1--1,�,-:-,-",�'-"1..I,.,.�q1,�,--,-.�—...1-,�- ,�, I.,',;l., ,;,�—,1�"—6,, 4,,",--�-.,f�--,,,--��,"''��.'--,.i," tr FSN 3� 'r :,.v. 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F p 6'�X ,x� s a, r S f W +�' J l.{r Y -x? ' `� .j 44 ,- r�,� ,.� K- `s V: 't,, [w .m +. a r 1 Thr - ddt t., I'' at th a nearer �s dul Inc- I I ," ,. �a Y, a -:, _ _ __ n f s uffo k Co t=�. h u ( Y. ., _ Y :, _ 3'.f-,'i - - , a -4[. t 'R'`` Imo- - - - u m b 1;8 Y „ , ti 4 _ : : _ : .a,t " 2 .� ry ., t r•, �/ f l `W[ t X G J`{"5 'Vk(, 4-' l , Rosalie Dra op / ;. �� ,-�.I,,�". -' e ai >+` S t '-3,, i a., 4 F, i .S 1 ,,, • w, �.,fa� S, 7' y r4,} 1{ v'`T n 4 rpy Y' o�q,-, J (x::,I. r. 4� a. .i a �, A n iF''t f M t e ', J,,,: .e,'rt t'" a ti' O f V s a 4, - r s- "'2 5 c <e t i' =a: k Comm�ssionr = x res . Q6ia 1 I2024} Y y. -3 aEEL _ - O _ __ - •• _ _ _ _ - _ _ - _ L ,F' a� N. ,- a- 4N a) Vl APPROVED AS NOA01-5 OCCUPANCY OR DATE: B.P.# USE IS UNLAWFUL FEE: Qq - 0 BY: WITHOUT CERTIFICATF NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED F09 POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET COMPLY WITH ALL'CODES-OF THE REQUIREMENTS OF THE N.Y. NEW YORK STATE & TOWN CODES CODES. NOT RESPONSIBLE FOR STATE CONSTRUCTION & ENERGY AS REQUIRED,'ANp::CONDITIONS & DESIGN OR CONSTRUCTION ERRORS SOU>}IDLDTOMMA SOUTHOID TOWN PLANNINGBOARD SOUTHOLDT oT.RUSTEES N:Y;S;DEC' TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE aequr" 1 go w r��///�� lr�. �%'j II R//r(A/.f.; ;/,d '1 r /I'r i S i. .r� f .rir •r:r r ,ram.. .' ♦. .I'/, r s ✓� - HILL" CREST DRIVE 30 (3) 1314 X'.11 `/4" M I c.R o LP,- tAS - 0 0 00 Q-- ao I c w k cD m N. 4�'37'50' W. 125.50, Pi -m up N oo ORAV!=L. r - 1- N -(4, RI s�Rs 3 , u �- N u �� I fI -rRtI:PnS yl_�1 16 Rls>rR5 97 /g oZ. 1 ` fZ A I 1 t4 4 f' .�, O I d1 _ .. Ln IJ O Z Cn S 14.0 40.0' N 0 •d� �` - i? ru = (3� ? Pi 0 OX Co scRmitNS m N �N., I S N � _ b- _ 40.0' b t3) 2v Ip N I - 2T CoHT100oU5 ' d -= RoPoSrZo ft sH _ I �l! poR�N L t H � o f Loo1� , I} I v f I• � PR os�n � -- <•.-!:'- � A�BOVIlr � �� U u 3 Cfl''x 3 co''x 2 y cP s I K 17 � �t � y Y.to � — _ — — — _ — — -•- _ — — — _ —i-�- — 4 x6 Q Eon-rlN4Ci f - _ ( ;9 Fos (2> 13/ 1x I1%y`' t-�I lc,r�ot,P.M F. d. Qosr N opos flR��l��� , � y 0 . N o W Ir. 3 '� 'ltr J- � �- �� 0 �yxl - . Ro.trAr1 P,I ayS pos'r T i SIX PATIO r�` 271 POOL r N I O 27.7` g y-x '-ts;.o.G . �o5r I yQ .c, sc.Aa 1..1� cnxco I _ o o, N d� & N y o s ate. I N v li t� 1 4,114, K 3 to t '' - x - u r�t� AT 1� N �-!, „�--�, • ,o -P:c.. S o tq o-ru a r- - I I N °-� SG t� t� ��� _ ^ P t2� � 0 I v - �- $ 1'.�, FOut4 �bP. -rtor1 1.1( -�- _T _ - - I _ I _ _ n�'sP P�-, fro i�4y I J Z I x N I � a0 S x (v - - I t^oN ^' N. 42'373 - W. 150.50, s)z,�I� �.�_�.- - - I PsL�e I t�2xlz cartTlhlvo�s 1 BROWNS HILL ROAD STI.,) L7 ty)3D,cco' Sc(� F-sNe _O (PRIVATE RD. ^' SITS- L � � I °youl „ n a - I _- — I2 •a,. a� IZ - I I 0 1 _ I I + ,� Z x 12 J_ - Ito o •c �. x l z F.J. CO o• c__ -o N � SITE DATA:sTc�T�t. G��u�l� ' SCTM # 1000- ►_3 -2-s,q ��P(��ss 7'�� of cotkc._ AT i I Z 131�tx 1 I '/y MI(-R� l,P.rt �-- — — — — — -- — --I ( (z1 2 V. 1 z t2) z i Z :� DESCRIPTION- SQ- FT. AREA: LOT COVERAGE: EXCAVATE: FILL �' %�.h�/ •'^ ^'• ' . i/v:.'• 'j,'-il. !i� frf l.• ._/� i f.r' !,��f�.+..✓':":i'%.%''r i� «/: .,• .' i0^' �, � — ,, ' I d PROPERTY: — — — — —+ — - - °x'a�W(AH Q� r.i�• - I O� �a �IGJ�( �'� D' O�Oy��-R. ACRE 1 u I ,/ CM0UND DISR)RMWM 17- Z Z •$• `� -0 3o - cam - . Q N EXIS MG HOUSE (.2 4 0 sq[L I� �� i I �1 �.. I �l I/ I ' I - 0 I� {��� �O �I V4 = 11— 1I s •r o. o s I I EXISTING DECK p sq.!t PROPOSED GARkGE 1,2 0 o aq& 3_ % cu.YD. CU.YD. PRO poSEn 29 `� I^�N b b/T 10 l� 8 ti 3 Ta rAL 217(D a 4 R• �p.9 96 CLL YD. CU;YD. =p 4 yN let -- - �+ ---- -- 1 1 t 12 co.G, —- -- STP•I nI L Ta S� ' Lu I y 1 I lull 0 LO U0 Oil 1.01 Oil . 1 101 p.L%/A ry i Z.�b - -_ - ► r� I I 1 ►-A0ou S4R'�W5 - ' US THAN*�MW-r 01101126 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ( -- WINDBORI OEERLS PROTECTION FASTENING 5QiE0ULE FOR W000 STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MWIMUM THICIOVUS OF 7/I6 AND MAXIMUM PANE.SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTEMON IN ONE.ANO TWO-SMRY BUILDINGS.PMIELS SHALL BE KSW TO I COVER GLAZED OPENINGS WITH ATTACHhtBVT HARDWARE PROVIDED.(REFER TD SECTION 1609-1.4,1609.6-S AND TABLE 16%.1.4 OF N.Y.S.RES1oEIY17AL t 6 ry �N OD THIS IS NOT A SUBS MMON FOR DESI6NAMS URA ALL OPENINGS MUST HAVE DESIGN-PRFSSLRIE UPGRADES WHERE App.I s F ��C ALL PANELS Rt14T m Q1TTo sm Am READY Tb USE ON w NEW YYINDOWS AND DOORS-SHUTTERS MUST BE NARf;ED FOR WHAT GPBJING IT M 7O ODVERR HMDWARE MUST AO WANY 9IUTTERS MR INS AM-MON. p E C'T, ILA d . �cF IZ�.v 15 1� L4- I A4EET TITLE + G7AFLAG� It �SVNR001y tD.�l'T'10�1 QLA-NS ,•,y;.i 1,r-:, .ilv�, n PRO.EGT NM4E L o G.K w-- G`- o,, '�' •'= �.l 1 1 4 S ���-t. 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Table 3.1 Nallin Schedule Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and TABLE R301.2.1.2 4301.2.1.2 Protection of openings. Exce tion:Wood structural anels with a GENERAL NOTES g Exposure B p p CONCRETE&FOUNDATION NOTES _- ___ _ Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less•than 7/16 inch (11 1. These notes shall apply to the Gneral Contractor,each Sub-contractor and the Owners own fairces.Each Contractor shell 1.All footings shall bear on virgin soil having a minimum bearing capacity of. . ()))ton per square foot All Number of J Number of (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD �indbome debris regions shall be protected mm)and a span of not more than 8 feet 'ddinate h s work w th he work of her Contractorrsall tracies end parts of the work Each Contractor shall cooperate and caor xterlor toottnps shall be a minlmum of 3'-0"below grade unless noted orneEwlse In plarEs Joint Description Common Nails Box Nails Nail Spacing b,c,d 2.All existing fill,roots,and other unsuitable bearing material shalt be removed and footin carried to the STRUCTURAL PANELS'• . from windbome debris. Glazed opening (2438 mm) shall be permitted for 2• The Contractors and Owners agreement to enter into the work shall sufilce as their acceptance to the terms specified bottom of such excavation.Contractor to veri assumed soil bearin ca d and assume Kitt ROOF FRAMING wind Speed herein and shall be Inco orated Into an and all a reements between the Owner and the Contractor. �' g Pe ty responslblllty for protection for windbome debris shall meet o enin rotection. Panels shall be rD Y g same.Contractor to notify Architect ofany soft variation or condition adversely affecting e�umed bearing 3-second gust(mph) 90 95 100 ]OS 110 115 120 130 240 150 160 170 180 19S � FASTt3dER SPACING P g P 3. Nothing on this drawing shall be Construed es modifying In any way the Contract between the Owner and Contractor or the tapadty prior to the pouring of any footings. Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter see FI ure i.i - (inches)a,b the requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: Concrete to have 5%to 7% Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist 4. Each Contractor shall comply wlh the requirements of the New York State Uniform Fire Prevention and Building Code,New a)footings,piers,foundation walls:ricer 3,000 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Rafter/Ceilin Joist Wall Number of ad Common Nails or 10d Box Nails oenailed FASTENER TYPE Panel 4 feet< 6 feet< 4f ASTM E1996 and ASTM E1886 as surrounding the opening containing the York State Energy Conservation Code,Federal OSKA,and all of the Local Governmental Agencies having jurisdiction,Insofar as b)slab on round:f c� 00 Psi stone concrete air entrainment er R402.2 B fr ) applicable to hs portion of the work 9 ,5 psi concrete Garage slab-3,500 p.s.i. P Ceilin Joist taps over Partitions (Face-nailed (see Table 3.9A (see Table 3.9A) each la Height l�.s.. s an< anal s an nets modified in Section 301.2.1.2.1. Garage product with the glazed opening. Panels c)superstructure,slab:Tc�3,000 psi stone concrete • g ) ) P SPA^B li^•) ft Required in Each Rafter and/or Ceiling Joist to Top Plate Connexion P - D P Pa^ S. The Architect shall not be responsible for the performance of he General Contractor or any Sub-Contractors,nor shall he 4.Anti-hydro shall be added If pouring takes place at 32 degrees F or less. Collar Tie to Rafter (Face nailed} (see Table 3.6) (see Table 3.6) per tie ( ) 4 feet <-6 feet <8( door glazed opening protection for shall be predrilled as required for the guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic slabs and wood sill late shall be anchored to the founda- Blocking to Rafter(Toe-nailed) j 2-8d 2-30d each end a , 2 2 2 2 2 2 2 2 3 3 3 3 3 3 No.8 wood screw-based windborne debris shall meet the anchorage method and shall be secured 6. All existing equipment,utilities,structures,and other Items Interfering Wlh the Installation of the proposed equipment and lion with anchor bolts spaced a maximum of S9" on center.Anchor bolts shall also be located within 12" from Rlm Board to Rafter(End-nailed) 2 16d 3 16d each end 12 20 2 2 2 2 2 2 2 2 3 3 3 3 3 3 re uirements of an a roved im act- with the attachment hardware rOVided, structures shall be removed and replaced and shall be subjec to approval of he Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at least 5/8"In diameter and shall extnd a minimum of 7"Into anchor with 2-inch embedment 16 .10 8 q PP P P verify the actual location of any and all utilities,process piping and related Items prior to the commencement of work.All costs masonry or concrete.There shall be a minimum of(2)bolts In any one sill. WALL FRAMING a 2 2 2 2 2 2 3 3 3 3 3 3 3 3 16 length resisting standard or ANSI/DAMMA 115. Attachments shall be designed to resist 1^tarred shall be the reponslblllty othe Contractor unless otherwise agreed upon by the Owner. 6.Perform requlr ed alteration to existing concrete.New work installed adllacent to and connecting with pres- 10 2 2 2 2 2 2 3 3 3 3 3 3 3 a T. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood hat they are ent work shall match existing.Joints between new and existing work shall be trawled smooth and even. Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot 24 a 3 3 3 3 3 3 4 4 5 5 5 5 5 S No.10 wood-screw-based the Component and Cladding loads subject to modlflcations as may be necessary or desirable at he time of Installation to meet unforseen or other conditions. Provide expansion joints. Top Plates d Intersections (Face-nailed) 2-16d 5-16d joints-each side 10 3 3 3 3 3 3 a 4 5 5 5 5 5 6 anchor with 2-inch embedment 16 12 9 determined in accordance with either 2. DO NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con 7.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local Stud to Stud (Face-nailed) 2 16d 2-16d 24"o.c. length Table R301.2(2) or ASCE 7, with the ditions.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to the Codes. Copper Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Architects attention before Commencing with the work. 8.Provide continuous termite shield with all joints sealed along perimeter walls and shielded termlte Table 3.5A Top and Bottom Plate to Stud Lateral Connections '/,-inch lag-screro-based permanent corrosion-resistant 9. if In the course of construction a condition exists which disagrees with that as indicated on these plans,the Contractor shall colMars at plumbing pipes In crawspaces unless otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud Exposure B stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow ths 9.Footings at different levels shall be stepped so that the clear distance betwen a ac for Wind Loads anchor with 2-inch embedment 16 16 16 attachment hardware provided and dU ant bottom edges shall Bottom Plate to Floor oist,Band oast,End'oist 2-16d7 2 2-16d''z r foot Ie th procedure and continue with he work,he shall assume all responslblllty and Reblaty arlsing therefrom. not exceed a slope of one vertical to two horizontal. 1 1 J pe (Prescriptive Alternative to Table 3.5) ng anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.Backflll shall not be placed against foundation wais unlit the concrete Is of sufficient strength and until the or Blocking (Face-nailed) - Far st:1 inch=zs.a mm.1 root=3oa.a nr"n 1 pound=a.44a kL 1 building.Attachment in accordance with cdedures,or for safety precautions and programs.Contractor shall be reponsible for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. Wind Speed mile per hour=D 447 m/s work during construction agalrW damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.ff pour is Interrupted a vertical key shall be provided. FLOOR FRAMING Table R301.2.1.2 iS permitted for 11.The Contractor shalt check and verify location of any existing overhead or underground electrical or other hazardous utill Horizontal joints are not permitted. 3-second gust(mph) 90 9S 100 lOS 110 115 120 130 140 150 160 170 180 19S a.This table is based on 180 mph ultimate design wind Joist to Sill, Top Plate or Girder (Tce-nailed) 4-8d 4-Sod per joist buildings with a mean roof height of 45 ty 11nes end to arrange for their safe relocation. 12.Contractor shall verify dimnsions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- (See Figure 1.1) speeds.V e,and a 45-foot mean roof height. 12. The Contractor shall be responsible for temporary electric,water,tollet facilities,fencing,barricades,security,and clean- dulls,etc as required for trades before placing concrete. Bridging to Joist (Toe-nailed) 2-8d 2-10d each end b Fasteners shall be installed at opposing ends of the wood feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shell broom clean as affected 13.Concrete:work Included; Blocking to lolst(Toe nailed) 2-8d 2 i0d each end Stud structural panel.Fasteners shall be located not less than 1 areas and cart away all debris. a)all footings,foundations ste Spacin Wall Het ht 1 ultimate design Wind speed, Vuh, is 180 pS,platforms,etc,as per drawings. Blocking to Sill or Top Plate(Tce-nailed) 3-16d 4-16d each block B B (ft) Required Number of 16d Common Nails or 4pd Box Nails per Stud to Plate Connexion(pIf) inch rromrne edgeorme panel. 13. Contractors orSub-Contractors whose work and Installations r•equtre sleeves,hanger Inserts,bolts,anchors,etc.,to be b)all concrete slabs. Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist (in.) c.Anchors shall penetrate through the extenor wall covering mph(290 kph)or less. built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to c)all other worts as required by drawings. with an embedment length of not less than 2 inches urto the work In the locations established by the Contractor who r d)set anchor bolts. Joist on Ledger to Beam(Tce-nailed) 3-8d 3-10d per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 , equlres these Itertts.These Items shall be provided end belt locations building frame Fastenlers shall be located not less than 2/2 coordinated sufficiently In advance,so as not to delay the progress of a job as a whole.All such Items shall be Incorporated so 14.Damp proofing:work Included; Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge or concrete block or concrete. hey will meet the correct physical elevations of floors at each level-They shall be secured Into the framework for concrete 90 a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt voids and Cracks and shard Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels attached to masonry or masonry/stucco shall be as to maintain their proper location and posltlon during the placing of concrete and removal of formwork. projections. ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 attached using wbrat,on-resistam anchors having an 14. The Contractor small conduct all work to preclude the effects of weather on completed work,or work In progress.The b)allow 24 hours prior to backfilling. uPomete wrthdrawal capaaiyof not less than 1,500 pounds Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be c)apphr mastic emulsion only when temperature s 40 degrees F and rising and In dry weather. Wood Structural Panels 8d 10d (see Table 3.10) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas and the rest of the building. d)apply Celotex Trowel Mastic or approved equal on all foundation wais below grade at basement and crawl Diagonal Board Sheathing I8 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Each Contractor shall be reponsibte for all loss or damage arsing from the action of the elements such as water,heat,wind spaces. or other unforseen difficuttles which may be ncountered In performing the work to be done under his contract In the evnt e)mastic shall be applied at the rate of 1/8"thick wet 1"x6"or 1"x8" 2 8d 2 loci per support 20 2 2 2 2 2 2 Z 2 2 Z 2 3 3 3 ALL STFiAPPN(3 TO BE 1 V4'X20 QAIJGE ST133 OR of any suspension of work,each Contractor orSub-Contractor shall protect his work and materials against damage.Any work CARPENTRY NOTES i"x10"or wider 3-8d 3-10d per support a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 'Siv"SOP`EQUVALENT-CS20(COL®STRAP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his (ALL STRAPPING SHALL BE NSTAt l E D PRIOR TO SH:ATH NW work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be fiberglass batts-foil one side,unless otherwise noted,thickness as shown on drawings. CEILING SHEATHING 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 16. Any materials or workmanshl found at the time to be defective shall be remedied at one re ardless of revious Ins ec Staple ds on foil OVER framin 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 TYP.PROVIDE RAFTER TO D e, 9 D D Pa 9• Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field KM ATTACI-MENT WHEN lion.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and In accordance with the 2.All exterior nailing,In exposed exterior wood,shall be aluminum or galvanized. WALL SHEATHING 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALA OR RAFTERS specMcations,but such Inspection shall not operate to release the Contractor from any of his contractual obligations. 3.Provide"cats"at all exterior and bearing wafts and all walls over 8 feet high.All stud framing having an 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 KNW TO PLATES TYP.PROVDE RAFTER TO IT. All new materials and installations shalt be In accordance with manufacturers latest printed specifications and with code . unsupported height of more than 10•-0" is to have stud bridging or otherwise be braced In an approved man- (see Table 3.11) 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 OR�.C�g TRA H-2 a 18. Alt m terials shall be new,as called for In the drawings,and the best of their respective kinds-No substitution shall be made 4.All floors designed to withstand a combined live load and dead load of 50*per sq.ft for living areas and 40# Wood Structural Panels Sd loci ner at Intervals not exceeding 8'-0". Structural Flberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DEfAL•LE3 T by the Contractor without the prior written approval of the Architect.For portions of the 4>�rk not shown In detail but which per sq.ft for all other areas iJ2" )i ga.gate. roofing nail 3"edge/6"field 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 are shown generally,or for reasonable Infernce as being required for a proper and comp ete Installation,the material, 5.Design timber stress-Fb+850,E=1,600,000 psi,Douglas Fir Larch No.2. g ) methods,and workmanship shall conform,as a minimum,to the 6.Provide cross bridging or solid blocking @ 8'-O"oc maximum floors and ceilings (0.120"xi•1/2"Ian x 7/16"head 30 2 2 2 2 2 2 2 2 2 2 3 3 3 4 NAILING&STRAPPING AT typical or representative detail throughout the corresponding parts of the building• 7.Studs,sllis,posts,beams and Joists shall be construction grade Douglas Flr No.2 appearance. 25/32" li ga.galy. roofing nail - 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of any kind shall be used upon the work until It has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.Alt headers 5'-0" (0.120"xl-3/4"long x 3/8"head) Fm A11 Nair omi5TRuCTION Al4YM 6Ew AC=0W rejected shall be Immediate) removed from the work and not a In offered for Ins ection. and over to have a minlmum of a double ck stud on both sides of opening. 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 y � P Ja A 20. All work shall be executed In a workmanlike manner and ell mechanics shall be skilled In their trade. 9.Joists supporting-parallel partitions,spaced apart to permit the passage of 1 Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field 16 2 2 2 2 2 2 2 3 3 3 4 4 5 6 . " p ping or duct work,are to be MAfLING SCHEDULE'B': twoco rw/a CefaTNllcrAli wwl.,, 21. NO note or detail or lock thereofshatl be construed es relieving the tontrador from execution of all work In accordance blocked at maximum 16^Intervals on bearing 17art1tions and 32 Intervals on non-bearing partitlon5 Hardboard 8d 8d (see Table 3.11) 1a 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D nam opera FWNCANM FCR 3nodw Q-ee+ls with all state and local codes. 10.Where joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the Particleboard Panels ed 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 paw„ 22. Architect Is not retained for site Inspections and/or observation of the construction. proper smooth shank and/or annular ring nails as recommended by the hanger manufacturer,to insure the Rough A a e 0 E F 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and wlthdrawl capacity of the fasteners. � Diagonal Board Sheathing ■ open 9 for construction of ths project 11.Provide Firestopping as required In compliance with part R602.8 of NYCRk 1"x6"or 1"x8" 2-8d 2-Sod per support Table 3.6 Ridge Connection Requirements for Wind ;xpos tl re B B ra z o 2x4 I t I 1 24. No request from any party for Information regarding clan ication,amplification or exptanationof the drawings or notation, 12.Do all cutting and patching for all trades,In bearing walls or partitions,no stud Is to be cut more than 1/3 of C E 4'-0• 4 o b4 2 2 2 2 or request for permission to vary or deviate from the requirements ofhese drawings or notations,will be entertained by the Its depth to receive piping,duct work, or electrical wiring. 1"x10"or wider 3 8d 3 30d per support (Dead Load Assumptions: Roof Assembly DL-10 psf) W-T a m 2x4 s e as • 3 3 a 3 Architect,unless they are set forth In writing and addressed to the Owner.if the Owner refers these requests to the Architect, 13.Provide double joists under all posts,partitions parallel to Joists and around all openings.Provide double FLOOR SHEATHING sv e m 2x4 er to era 3 s 3 3 the Architect will,with reasonable promptness,consider the matter and respond In writing to the Owner for transmlttal to the framing around skylights.Double all beams or joists under bathtubs and heavy appliances. � wind speed cmar to m 2x4 4 4 , 4 party concerned.The Architect does not,nor will not,assume any responsibility with regard to the above mentioned types of •■14.Contractor to provide"Simpson"hurricane clips on all rafter to stud connections at on all stud to box Wood Structural Panels 3-second gun(mph) 90 9s 100 Los 110 Its 120 130 140 ISO 160 170 Iso 19s 17-T 2 to Ara s s s s Inquiry unless above procedure IS followed beam connections. g (See Figure 1.1) 25. The Architect shall not be responsible for the performance of the Gneral Contractor,any Sub-Contractors or the Owners 15.Alt exterior openings shall be property flashed. 1"or less 8d 16d 6"ed e/12"field Noraions: own forces,nor shalt he guarantee the performance of heir contracts.The obligation of the Contractor shall not extnd to the 16.New work shall tie In and lap Into existing so as to prevent leakage. greater than 1" SOd 16d 6"edge/12"field Root Pitch Raof spa" R """' F A N A"of �4tis AT S"eo OF sllvrFr«cs liability of the Architect,his agents or employees. 17.Flashin ns,pipes,vnts,skylights,chimneys,and roof vntilators. Diagonal Board Sheathing (hi equked Capacity of Ridge Connection(pin a.HUM eF sm snn9 CIN 13e FLAT OM far Aaty M Olxxtm 26. Items shown on plans but not specMcally stated In the specifications and/or vice versa shalt be considered to be Included Flashin to be provlded att hit ,„fldgo es,vall tretio 1"x6"or Vidl" 2-8d 2-10d er su ort In the contract 9 Pfl lays,changes of roof slopes,gable ends and top of foundation wens P pP 1: 2s 39 sl 64 77 91 I05 136 169 zos 1a3 2R4 327 397 c.NAri61 of FL1L imfr iaat sins Ar EAa sct:aF tF-a0e1 Atl roof Intersections to have flashing to extend 8"In each direction,All flashing to be aluminum unless noted 1"x10"or wider 3-8d 3-10d per support 16 37 52 68 85 203 121 Hal 182 226 274 325 379 436 52q 0.NAeet a Iw Hes.a 904L M TH,aM ADJAMW iva sin TO80 27. Items not specifically called for by manufacturer number or grade specMcations,shall be furnished In the most economical otherwise.All rafters to line up directly over studs. 10 46 65 as 106 129 IS2 176 227 292 342 406 473 545 661 CFW-AaR AT EACH SUE model,grade or manner of Installation. 10.Install shims to provide floor pitch under sheathing and perpndicular to the roof joists to provide for roof E HAe610F Mot 911M AT EAM 90 R'IEAOe1S rAS AC 00-W W.-Allm 28. Each Contractor shall carry Worker's Compnsation Insurance In the amounts prescribed by law,and liability,bodily Injury, venting In 3:12 u 56 79 119 149 ISO 212 246 318 39S 479 so she 763 92S F N�ff IM w13 ac,wmV n4Ku*i Aae�r j4oc ann5 M automobile and other Insurance In the amounts and perlods satisfactory to the Owner.fie Architect shall be listed as addition flat roof areas. Table 3.9A Rafter/Calling Jol st Heel Joint Connection Requirements 2d bs 91 1I9 149 ieo 2i2 246 3I5 39s 479 568 663 763 92s JAq(S AND KINGS Ag 90 or skLa,Ar FAa svE aoet ROr A�Lr ro ooas ei names Insured. (Prescriptive Alternative to Table 3.9) 32 74 105 137 170 206 243 281 363 452 547 649 758 973 1057 19.AR Interior leaders are to have 1/2"foam sound insulation. - SHOwN TYP.DETAL d9 11fT 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and 36 83 Ile 154 19z 231 273 316 409 508 616 73o 852 98z 1190 their Agents and Employees ft loth and a Install claim demo 20.All Interior doors to be 1-3/8"hollow core tauan_veneered with approximate hardware.Contractor shalt Roof live lad Ground Snow Load_ 12 26 3S dS SS 6S 7] 68 113 139 16R l99 131 266 321 ga S, ges,losses and expenses Including Attorneys fees arising out of stipulate an allowance for all lock sets. Solld sawn Joist and Rafter Notching and Bonn`Lhnlh Stud Notching and Borth Llnits or resulting from the performance of the work. 20 psf 30 pSf 50 psf 70 ps/ I6 35 47 60 73 87 102 I18 I5o IR6 22a 265 308 354 428 E - 21.Use waterproof membrane fia.hl ng over ael outside doors. 30. In any and all claims against the Owner or the Architect,or an of thler Agents or Em Roof Span(ft► 20 43 sa 7s 1 131 153 176 Lag 279 336 397 463 532 643 Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or an ne for whosee acts of them ma ROOFING 4:12 24 52 70 a9 110 Lai 153 i76 226 279 336 397 463 532 643 g paragraph shall not be gmlted In any way by any limitation on the amount Y 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofing nails, 12 is 36 12 24 36 12 24 36 12 24 36 2s 61 32 IW L28 153 179 206 263 325 392 464 540 620 750 Notch d or(type otdamages,compensation or benell rpayable by or for the Contractor or Sub-Contractor under Worker's minimum 12 gage shank with a minimum 3/8"diameter head,ASTM F 1667,of a length to penetrate throw h Rafter la"'4.s 32 69 94 119 246 174 204 235 301 372 448 530 617 709 5S7 Outer telyd of depth<1/4d Conpnsation Ads,Disabill Bnefit Acts or an other Em loyee Benefit Acts. g tY Y P the roofing materials and a minlmum of 3/4"into the rootsheething.Where the roof sheathing Is less than 3/4" Ratter Slope Required Number o 1 Common Dr sox N s per He tail onnectwn .pax chin Hole edge 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheehtng.Fasteners shall comply wlh ASTM F 166T. Spacing(in.) 36 78 105 13a 164 196 230 264 338 4l8 504 596 694 797 96a distance>5/s- 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 Dated/3 or 12 3 5 8 3 6 9 5 9 13 6 12 17 spa„�y year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or he Owner's use of the remess I6 26 36 46 57 69 90 92 118 146 176 209 242 279 337 Hole dlameter D EXCEPTION:Asphalt strip shingles shall have a minimum of six fasteners 16 a 7 l0 a a ]2 6 12 17 8 15 23 <2/se shall not constitute acceptance oche work In one of the following caltagorfes:(areas within I mile from the water)per shingle where the roof Is 3:12 IO 33 45 58 71 85 100 1]5 ia7 182 220 260 303 34s 421 Stud .Ingle stud Hole dlarnete, 32. Contractor shall Inspect site and make all appropriate Inquldres to deterrrdne conditions and field Construction criteria 19.2 4 8 ]2 5 10 14 7 14 21 9 18 27 S!I2 24 40 54 69 a5 102 119 138 177 219 264 312 364 418 S06 A 3/5d rior to submission of bids,and shall make no additional Claims a. The basic wind Speed per Figure R301.2(4)I.1JO miles er hour or reater and the eave 1/3 Joist Dowle stud P regarding site conditlores thereafter. P g 24 5 10 15 6 12 18 9 17 26 12 23 34 2R 46 63 ai 99 219 139 161 2% 2ss 308 364 424 4fiR S90 depth,sl... 33. Contractor shalt obtain all required a p Is 20 feet or higher above grade. 1/a 1°let pprovals,permits,certtflcates of occupancy,Inspection approval etc.for work er b.The bast[wind speed per Flgure R3012(4)Is 120 miles 12 3 4 6 3 5 7 4 7 10 5 9 13 32 S3 72 92 114 136 159 194 236 292 352 416 485 S57 674 depth ate.. U.. 2"Nnr. Rate formed from agncies having jurisdiction thereof. per hour or greater. 26 3 5 8 3 6 9 5 9 13 6 12 17 36 60 91 IOa 128 153 179 207 265 328 3% 468 S45 627 7sa Hae edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a 2. Asphalt shingles shall only be used on roofslopeS of two units vertical In 12 units horizontal(2:12)or greater. 4:1z 2-M„ distance.5/s- bulldin rmlt from me villa For roof slopes from(2:12)up to(4:12),double tinderiayment a 19.2 3 6 9 4 7 11 6 11 16 7 14 21 12 20 26 33 40 48 ss 63 61 99 119 141 164 18R 227 g Pe ge prior to starting any work- R9052 7• ppllcation Is required In accordance with Section 16 27 35 44 s4 63 7a ss Jos 133 159 lsa eta 250 302 I/3 Jeist 35.The General Contractor shall coordinate scheduling of Sub-Contractors and other Contracts and shall provide every post) Aspheltshingles shall haysself-sealing strips or be lnteriocking end coin 24 4 8 11 5 9 13 7 13 19 9 17 26 de"".mint. 1/a rl.t bie cooperative effort to coordinate completion of all work.The General Contractor shall cmplete a comprehensive shcedule ply with ASTM D223 or D3462. 12 3 3 5 3 4 6 3 6 8 4 7 1] 20 33 44 S5 67 79 92 106 05 166 I99 23S 273 313 376 depeta a.. of all work 4•Ill areas where the average daily temperature In Jan La IS pertslnlnq to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of ry 25 degrees F(-4 degrees C),or less or when 6:12 24 40 53 66 so 95 lit 127 162 199 239 282 327 376 4s3 "W Table Rao 120)criteria So designates,,and Ice barter that consists of at least two layers of underiayment 36 3 a 6 3 5 7 a 7 it 5 9 li 2R 47 61 77 94 ill 129 148 188 232 279 329 382 439 S29 Work COLT►n1enC nt cemented togeher or of a self-adhering polymer modified bltumin sheet S:i2 36. Contractor shall coordinate construction activities with Owner to mInlmlze Interruptions to normal owner operations ,shall be used In Ilea n no Chet 19.2 3 5 7 3 6 9 5 9 1 11 1 32 53 70 BA 107 127 14R 169 215 26s 319 376 436 501 60S 37. The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability ofadjacent underiayment and extend from the eaves edge to a polo[et least 24^Inside the exterior wall tine of the bldg. 24 3 6 9 4 7 11 6 11 16 7 14 21 36 60 79 99 221 243 166 190 242 298 358 423 491 $64 680 structures,equipment,or utilities.Should damage occur as a result of the work,the Contractor shalt repair or replace said 5.AD metal flashing where called for on plans shall be aluminum. 12 3 3 4 3 3 4 3 4 6 3 5 8 12 27 32 37 43 49 ss 62 76 94 112 132 1S3 17S 21I STRAPPING DETAILS damaged Items to the saInsraction of the Owner and at the Contractor's ex nse.the Contractor shall bear an and all costs 6.Contractor shall provide gutters and leaders as required and shall conned them to the a Y water drain' equired. DProved storm 1.6 3 3 5 3 4 5 3 5 8 a 7 10 16 36 a3 SO s7 6s 73 az 1oz t2s ia9 176 204 233 gal associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. .7.All exterio Qo systnf as r 7:12 zo 4s s3 62 72 81 92 103 I27 I% 187 220 254 291 351 38. The Contractor shall have a competent representative or foreman present,who shalt follow without delay all Instructions penings shall be properly flashed ' 24 3 4 5 3 a 6 3 6 9 4 8 1z 8-Alt work shall beer a written one(1)year guarantee from Roofing Contractor from the date of the Owner's 7.12-lz:lz se 54 64 75 86 9s Ito 123 153 la7 224 263 30s 350 421 of the Owner or his/her assistants In the prosecution and coin letlon of the work In conform) with this Contra and shall acceptance. 24 3 5 7 3 5 8 4 & 11 5 10 15 Sill Plate to Foundation Anchor Bolts D h' �+ 12 3 3 3 3 3 3 3 3 5 3 4 6 26 62 74 87 ]00 114 129 14+1 178 218 263 307 356 408 d91 have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail 32 71 9S 99 its 130 147 Ib4 204 2S0 2q9 35l 407 466 S62 _ Wall Stud able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. 9•Atl roof rooff c torb to have itbui l u to extend 8"(measured g;tie Into above flat roof. 9.12 1. 3 3 4 3 3 4 3 4 6 3 5 8 36 ao q6 112 12q 147 16', 19% 229 291 116 19% 458 S2s 6I2 39. The Contractor shell,at all times,provide constatn and I I.New Up roofs ti In of 3-ply built up roof with grovel topping;tie Into existing. Wall Stud Bottom Plate parts of the work. easy access and safe and proper fadlitltes for the Inspection of all 11.New work shall fie In and lap so as to prevent leakage. 29.2 3 3 4 3 4 S 3 5 7 3 6 9 12.All exterior nailing shall be aluminum or 24 3 4 5 3 a 6 3 6 9 4 8 12 Anchor Bolt Anci or Bolt Tr I . ° ' ' 40. Before any payment will be made by the Owner,the Contractor shall deliver to he Owner any waiver or releases of any 13.Flashing to be provided at all roof penetrations'piippes,vents,skylights,chimneys and roof 12 3 3 3 3 3 3 3 3 a 3 3 5 TABLE R301.5 TABLE R301.7 Bottom Plate I . I liens arising out of his contract for worik completed as of the date of the request for payment The Contractor shall also deliver feel Strap lapped under sill plate Floor Joist . ° all manufacturers'warranties,guarantees,operational and maintenance manuals pertaining to hs work:furnish evidence ventilators.Flashing to be provided at hips,Ndges,valleys,changes of roof slope;gable ids and top otfoun- 16 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL I 12:12 rt I e . satisfactory to the Owner that all payrolls,bf8s for labor, materials and equipment and other Indebtedness connected with hls cation wets. i9.2 3 3 3 3 3 4 3 a 6 3 5 7 (in pounds per square foot) MEMBERSb a CS20 7 MIN' I , • work for which the Owner or his property might In any way be responsible,have Deen paid or otherwise satisfied Each con 14.All skylights Installed In roof system with pitch of 3/12 or less are to Demounted on min.4"Algh curbs 15.Install shims to 24 3 3 4 3 3 5 3 5 7 3 6 9 • I• tractor shall also deliver to the Owner written guarantees in form and whose terms and extent will be established in the Provide roof pitch under sheathing and perpendicular to the roofJolsts to provide for roof USE LIVE LOAD ALLOWABLE I a agreements between each Contractor and the Owner. venting In flat roof areas. Table 3.10 Roof sheathing Atitaehmertt Requlrementa for Wtnd Exposu re B STRUCTURAL MEMBER _ I I Sill Plate . `_ 41. Each Contractor shall be responsible for cutting,fitting and patching of his work that may be required to complete the 16.All Interior leaders ere to have 1/2"roam sound Insulation over PVC piping. b DEFLECTION wort of his contra Uninhabitable attieswithout storage 10 _ l�I ct,no Contractor shall ndanger any work ofany other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES Loads _ Steel Strap lapped under alterin an work ofan g b a Rafters having slopes greater than 3:12 with _ p CS2O 9 Y y oher contractor,and r Contractor shall do so without Me prior wriixn consent of the Owner. Any t-Atl electrlcat work shall be confined to the space and tocatJon allowed for It and shall be In strict confor- Uninhabitable atticswith limited store e - 20 L/180 sill late costs caused by defective or Ill-timed work shall be borne by the party responsible therefore. manse to the National Electric Code and governing municipality. finished ceiling not attached to rafters v nae speed 3.,eu°rreN,t I°w i W " " 42. Contractor shall brace,shore,reinforce and/or underpin all!structures,Including neighboring structures,as required for 2.Provide se pp es, perages based on manufacturer spectflcations. w n too Cos Ito Ills tzo Im t.o lso t6o vo too tss Habitable attics and attics served with fixed - �I I ) j-(}= q safe operation.The Contractor Is to take all necassa and prudent ste to shore and brace exlstln structure rior to rSe``�'"•''I 30 Interior walls and partitions H/180 518 dill.W/3 S uare washer ry ps g p 3.Contractor Is tove rtuWith ail a f the am fie, Fastener Spicing stairs Installation of headers for new openings. The proper and safe execution of this work s the sole responsible) of the Contractor. Y with owner,if the owner well be purchasing appliances and having them Installed by ty others prior to submitting a old on the protect fTnm pe.i YrI.nn. a Floors L/360 43. Equlpmnt and devices of a temporary nature required for the construction processes and protection thereof,such as scat 4.Contractor shell Install,as per Owners direction,an andeall intercom,alarm,thermostat,telephone and/or ' Slxathin4 Loral,," Uplift Load per Nail(Itn) balconies(exterior)and decks 40 folds,staging,platforms runwe hot g,guards,railings,shaftway protectlolns,etc.,for Y ys, sts,ladders,chutes,temporary fluorin Ceilings with brittle finishes ineludin taster TV Antenna wiring In wais prior to sheetrockln All wlrin shall De concealed M was floo or cellings. r g s, ►s, roes oP°"• the protectloln of workmen and of the ubllc shall be rOVI requlremenlx 5.Ali wiring shall be copper end all work conform with NEC and MYBFU and shell be Board of Flre Underwriters � f"•► IM I I+"a Fire escapes 40 ) ( g p L/360 of the New York State Building Construction Code,and all other laws, rules,or ordlnaces of eR Governm nta Agencies having a roved and Include the followin 6 12 17 19 21 23 25 28 30 35 41 47 53 60 67 T8 and stucco iz 6 6 9 l0 1T 12 13 14 Is Is 21 24 27 30 34 39 Guards and handraib° 2001' Ceilin s with flexible finishes mcludin Ridge Structural Ridge Rafter to Stud jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)all wirin for new switch g• and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise g es,outlets,fixtures,re Indic t e necessary to allow for all new work,all rewiring of 4 4 5 7 7 a 9 9 a 9 14 16 18 10 17 2b 1 h g g e7dSting fixtures and labeting Of circuit breakers t0 indicate ClrcUlt use. p gypsum L/240 stipulated b)furnsh NFBUCerttncateatcomplletion ofwork. Carbon monoxide R314&R315 3 3 5 s 6 6 7 7 e 9 to 32 34 1s 17 20 Guard in-oil coin garag 50 44. Con actors shall make timely submissions to the Owner of thevarious Items as set forth so as to allow reasonable and ade• 6.Furnsh and Install single station smoke detecting alarm device en compliance with Sec.: of NYS Building 6 u z3 2s za 31 34 3T a0 47 5t 6z 70 » 89 la ,possi ,possible resubmission,and for approval of submissions without delayin the Code and shalt be provided outside each separate steeping area In each steeping space and on each floor level. 6 6 12 13 14 16 17 19 10 2d 27 31 35 40 45 52 Passenger vehicle glregeS° � St)° board) ♦-�-aEMl41rf11AP 36 I� ��'--BEM1 a srwP quote tittle for review bie correctlotn ♦ 4 a q 10 10 I1 12 14 16 38 21 24 27 30 3s All other structural members L/240 » rs progress of the entire project or any phase of the project Mtlrior zone 3 3 6 7 7 R 9 9 10 12 14 16 18 zo 2I 26 Rooms other than soaping rooms 40 'i 2 Min. 12 Min. . T.Contractor shall verify with the owner,location and quantity of fighting fixtures,switchdes,outlets,etc.prior Exterior walls-wind loads with plaster or to providing a bid on the project 6 6 17 30 33 17 20 44 ea sb 6s 74 84 9s 107 1 a a H/360 a.Provide a minlmum of one outlet!n a halfway hat exceedfs 9'-0"In length. 6 6 14 IS 17 19 20 22 z4 zs 33 37 42 ae sa 63 Sleeping rooms 30 • These tans are desi ned in accordance with the American Forest& Pa er 19.2 c stucco finish p g p '9.Provide one outlet in each room a minimum of 61-0"from the entrance to that room. 4 ♦ 9 30 11 11 14 15 16 ]9 I2 15 18 32 36 42 CS20 � 3 L 7 s 9 9 10 ]1 t2 r4 17 19 21 24 27 32 Stairs 40 a H/240 VJL ° ° CS21 ° Association Wood Frame Construction Manual for one and two-family dwellings ' " ry 6 11 34 37 41 46 50 55 59 7p 51 93 105 119 333 156 Exterior walls-wind loads with other brittle o un Provide a minlmum edone GFl outlet within 3-0 of arty sink and a minlmum of one In eve bathroom 24 6 6 17 19 21 21 2S 28 10 3S 41 47 s3 60 67 7a finishes o unless OtherwlSe specified. 4 4 12 33 14 16 17 0 20 24 27 31 35 40 4S 52 TABLER402.2 2018 Edition -prescriptive method 3 3 9 10 II Iz 11 14 1s 1a 21 24 27 30 34 9 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads"with flexible °° _ 11.Contractor must verify with his licensed electrician tf an upgrade of electrical service Is required for this Hn 2od LSU These lens coin I with all of the re uirements of the followin DroJect prior to submitting a bid. 6 11 32 35 39 4-3 47 51 56 66 7b 87 99 112 125 147 CONCRETE finishes P P Y 4 9: 12.Contractor to verity Id7catiorrs of masts,meters,sub-panels,etc for relocation as requlyded for the project. Contractor must also notify he Architect of locations If not shown on plans. •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code PLUMBING NOTES 6 6 16 18 20 22 24 16 Ill 33 35 44 50 56 63 7a 32 ♦ ♦ 13 32 13 is 16 v I9 12 z6 2q 31 3R iz 49 Lintels supportiny masonry veneer wallse L/600 3 3 e 9 to 1t l2 13 Ill n 19 22 zs za 3z I7 MINIMUM SPECIFIED •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 1.All plumbing work shall be In strict conformance with all state and local codes. . 6 12 41 d7 52 57 63 6R 74 87 301 116 132 tali 167 196 COMPRESSIVE STRENGTH' 6 6 2I 24 26 29 32 34 37 44 51 59 66 7s 84 % TYPE OR LOCATION OF CONCRETE •2020 N.Y.S.Existin Buildin Code •2020 N.Y.S. Pro a Maintenance Code g g P � 2.Not water heater shall hove a maximum temperature setting of/40 degrees F. 3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specMcations. (r�) • All roofs, ceilings, floors designed •• MTS30 16 4 4 Ill 16 13 39 11 23 15 29 34 39 44 39 56 66 CONSTRUCTION •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide Insulation on alI new piping as required by code. L 3 1t 1z 13 a 16 r2 I9 22 26 zq 11 1R 4z 49 weathering PoteMlala - -- - - - -- 5.Remove and relocate all eXlstlng plping as required to assure he proper execution ofthe work. Perimeter Edge Zone 6 12 50 56 61 6R 75 62 a9 S1 i21 139 15a 90 2W z 35 Ne ll ible Moderate Severe For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6.below grade waste teals shall n Xipi plping. 19.2 6 6 25 28 31 14 38 41 45 51 61 70 79 90 67 118 9 9 ♦ a » t9 n z3 s 2R 30 3s 41 a s3 60 67 7q Basement walls,foundations and - 3 3 13 14 16 17 19 21 23 27 31 35 40 45 so Sq 7.Potable lines shall be type"L"copper. 6 11 63 70 79 es 94 102 Ill Ill 152 174 198 223 250 294 other concrete not exposed to the 2,500 Z500 2,500° •2020 N.Y.3.Plumbing Code •2020 Supplement t0 the N.Y.S.Energy 8.All gas or loll plping required shall be performed by the plumbing contractor. 6 6 32 35 39 43 47 sl 56 66 76 s7 99 112 12S 147 weather Conservation Construction Code 9.Sanitary disposal system shall be County Department of Realth Services approved for design and 24 ♦ 4 21 I4 26 29 32 34 37 44 Sl SB G6 75 8A 98 - 3 3 16 18 26 22 24 26 28 31 3R 44 so S6 61 74 Basementslabsandlnteriorslabs 2,500 2,500 2,soor Column Ca FIOOr t0 FIOOr COnneCtlOn Instal(ation.TheOwnerssurveyorshallberesponsiblefordesignandlocationsofthesefacilitiesaswellas p Corner Holdown obtaining all permits or �(' approvals. For Sa. reng er ILENGTH 10.Contractor shall provide hot water baseboard heat throughout at perimeter walls unless otherwise noted fastener spacing - on grade,except garage floor slabs p P square k,cn=6.egs kFa. Uplift load per Nail(Ibs) Whk Endwall Rake or li^•) Basement walls,foundation walls, a.strern3tn at 2a days psf. Rake Truss with up to 9" 6 2R 31 35 3A 42 46 S0 S9 68 78 aR 100 112 ill exterior walls and other vertical b.See Table R301.2(1)for weathering potential. H p U - ENO GEN ERAL NOTES 11.Water main must be T'-0"away from the sanitary disposal system and 4'-0"deep. ' LENGTH Rake Overhang 4 19 21 23 26 2A 31 33 39 45 s2 s9 67 7s ae 2,500 3,00od 3,00od c.Concrete In these locations that Is subject to freezing and thawing during ill rr 'I. The mechanical s ism'hall be inatalted in accordance with cha rs 12-24 Mthe 12.In beating walls or paftltions,no stud ls to be cut more than 1/3 Its depth to receive plping,dud or eledri- concrete construction shall be air-entrained concrete in accordance with Footnote d. I .D 12 Pth 14 16 Ie 19 21 2 J zs 3a 34 J9 44 5o s6 66 -0 i Residential Code of New York State. Cal work. work exposed to the weather d.Concrete shall be air4ntralned.Total air content(percent by volume of a 13.All water service and distribution i e and flttin concrete)shall be not less than 5 percent or more then 7 percent. o 2. The plumbing system shall be installed in accordance with chapters 25-33 of the p p gs to be Copper alloy. Porches,carport slabs and steps e.SeeSectbn R402.2 fa mazhnum tementxious matedah content 9 CLEAR Residential Code of New York State. Table 3.11 Wail Sheathing and Cladding Attachment Exposure B exposed to the weather,and garage 3,500d f.For garage floors with a steel-troweled finish,reduction of the total air content a o I : SPAN 3. The electrical equipment and wiring shall be installed in accordance with chapters 14.All drain,waste and vent piping and fittings to be PVC-DWV Requirements for Wind Loads floor 2,500 3,000d,e,I e f (percent by volume of concrete)to not less than 3 percent Is permitted N the o f 34-41 of the Residential Code of New York State. . slabs specified compressive strength of the concrete is increased to not less then o 4. Exterior windows and glass doors shall be installed in accordance with Section R609. Wind Speed aaoo psi BG,S All glazing shall comply with section R308. 3 second gust °il._;%, END 5. In all frame walls,floors and roof/ceilings comprising elements of the building thermal (mph) 95 100 105 110 115 120 130 140 150 160 170 180 195 TABLE R301.2(1) � LLNGT H envelope,a moisture vapor retarder shall be installed on the warm in winter side of the See Fi ure 1.1 CLIMATIC AND GEOGRAPHIC DESIGN 1• i_ CS20 12 Insulation in accordance with section R318. r 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 STRURURAL SHEATHING CRITERIA - with a smoked developed index of not greater than 450 in accordance with section E. F E F E f E F E F E F E F E F E f E F E F E F E F E F WIND DESIGN St1aJECTTO DAMAGE FROM __ Stud Spacing �, Column Base R302.9 Sheathing Location' Maximum Nail Spacing for Sd Common Nails or loci Bax Nails(inches,o.c.) GROUND SEISMIC WINTER ICE BARRIER AiR MEAN 7. Insulation shall have a flame spread index of not greater than 25 with a smoke developed ( ) Speed°Topographle Special wind Wind-borne Frost FLOOD index of not greater than 450 in accordance with section of the R302.10 inches,o.c. SNOW DESIGN DESIGN t1NDETiLAYMENT FREEZING ANNUAL 12 6 12 6 12 6 12 6 12 6 t2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 LOAD° (mph) effeetsk region' debris zone'"CATEGORY'Weathering° ep TermRer TEMI„ REQUIRED^ HAZARDSo INDE7e TEMPI 8. Interior wall covering shall be to accordance with section R702 and exterior wall de n,ti covering shall be In accordance with Section ce w �T1T>� GENERAL N QT ES Interior Zone 16 fi 12 6 12 6 12 6 12 6 L2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 ABA44 � 9. Asphalt shingles shall be installed in accordance with section R905.2 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes No B Severe 36" M to H 15° Yes 150 45° ��r��' R 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 lz 6 12 6 12 6 12 MANUALJDESIGNCRITERIA" A Cv c, PFirO.EGT N1ME Perimeter Edge Zone 16 Ei 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 Or< e �1` ��t ccj'_5 /� Indoor Heating �� & C`r, 24 f 12 6 12 6 12 6 ]2 6 12 6 12 6 12 6 12 15 12 6 12 6 6 6 6 6 6 6 6 Writer Summer Altitude Design Elevation Latitude design temperature ,. 40 T 1 heating cooling correction factor temperature cooling 4 . A BOARD SHEATHING or LAP SIDING tempefature difference ." ,, ,`'_ KENNETH SCHULMAN Sheathing Srze Rafter/Truss Spaung :` '• r t,' , ; ,; 'fy- ARCHITECT,P.C, f7ATEr Mmrmum Number of 8d Common Nails or 10d Box Nails +'.-'•e•2.': . (inches,o c.) Cooling Wind Wind velocity Coincident Daily Winter Summer t' <,`' ,':tr a Per Support ��•';', - - 209 LYNN AVIZN'LTE 5G/41LEr temperaturedtfference velocityheatlilg cooling wet bulb range humidity humidity t� f`'0,026a31 E. NORTHPORT,N.Y. 11731 lx6 or 1x8 Sheathing 12-24 2 2 2 1 2 2 2 2 2 2 2 2 2 2 1x10 or Lai er Sheathm 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 I C�`� TEL. FAX.(831)368-2388 .JOB i O, 5F 11=ET NO. f I y I I APPROVED AS NOTED DATE: o� 5 a�B.P.# �D e.5 - FEE BY: I NOTIFY BUILDING D631 EPAR TMENT AT FOLLOWING INSPECTIONS: THE I N 1. FOUNDATION-TWO REQUIRED 1 ( FOIE POURED CONCRETE 2 ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST ALL CONSTRUCTION COMPLETE TI FOR C.O. ON SHALL MEET THE REQUYORKISTATE. NOT RESPONSIBLE ENTS OF THE CODES O FOR �./!� /' �l /', �r r� I/ �il�.i i .� / •.'.��-r _ DESIGN f OR OR CONSTRUCTON ERRORS l' LA J. — ..�. - _ �. —L� _ _...� r - Z-X�p � •C .C9.� (.C�1(Xa 7�R I � I (3� S.RkEgARS - _ I i -� F43 c RPM L 5 Pic- . - _ i N 2".p.c. S,--REFso G , o PPr t� ` _ p©GAT I _ a R u rz—= )O(-L yp.-r r=_ C _9 = y . .c, s LAB W�_ cox co I FOOTl � I N Ito"�2yr1/>�NTt�n I I I �a (nr--: it'd" 00 PAWA`f — ---� ITe- I - -.� _--�� = •' 1; s I Ps LP-B to Top OF GOAL, AT 1 �, �t .•ter •,• ♦ � , �./, .�,/ /i f / /' -./ - I /, �� �. ; I . . 10 - " � .I� �� I a ►mil L ,� N � rp NOV 2 2 2022 on BUILDING DEPT TOWN OFSOUTHOLD SHEET TITLE 4Z KENNETH SCHULMA,N ..`.. ARCHITECT,P.C. DATE, 209 LYNN AVENUE SCALE tq 0TE2b E. NORTHPORT. N.Y. 11731 - V_ s rw• �Iy�v TEL./PAX. (e31)Sea-2388 .)os No, 2 1 1'� SHEET NO. 3 v S , o rr � O 8 S o ♦1 '14� II f�F',ry"/'/i Rr/jA/.1.���r• Iv�.•" �ylf r��.rr � •;.�y!/� /�n'J,I� n /�r:,/' f(•r/ w.` it ♦,I♦: .i ♦ ' ♦t'. _ - MLL CREST DRIVE 3� (3� t 314" x I1 '/4" M I oR o LPG NIS = D p x � � cotP � . x - N. 4S►'37'50' W. 125.50 = T. N ; !✓ ro In Up N °° 0"Vr- . fRI S e R5 o u -O I I _ - ( 2•'T'R1�P�S I-OI � � (6 R1S�R5 97 f'8 '�- �. 0 y IcgH �A1 lrly v% Rai o �ZjZXB-P:G.�.. I - I .. �• I I - � O N O.O a �I 4 O' !� y. IJ O Z Co.S 14.0 40.0Y N 2 Ito �.�0 E3.. I - - - b -Q N N LEE�a�R I _ I (3�3 o`f 1 0 -^� N i 3- N _ / w/�/A � ♦ I > I r'—rl,— — _ — _ �2)Z. Co -IT N O 5 _ KE6A S -- l1 �i2 �„ 1 V U " ��oR Aao IT1 DN TS 4 l 1 rl !� o LooK N ' o UARP.0 x `i" ( v 3� 3 STt�r�L.Go6u lt� f f i Rfl sin P w G 1�.` ' `{ X (o — _.._ A+QOV1� _I� — yx6 � S�ToRp�� AIri41 W t. ', - I _ ( I( 6 1 C�J a _ — _ — _— — _ I 3-ID N14H R�TAIn��rv[� W Pt-�- '� - - I P.c . FonT(N f - I7 PAST 2) 3 �x ► �' QoST Q PROpO5voc>P.\.f .I I.LL `� ( I /'goy Ivry >-�Il��o��.r� F �• � N 14 !- _ N 2r, P.c. Se sF_c) coAT �- It�SvtP►`t WA dN / - W � I -0 � t2-15 i N S VAT l v+ ^ � ,' 2s• 1� (.3 N) �3/Y"x91�' `�mr tRoLPMS - T ( ` ors N ( z� �3I`f„� 1llr�,, `/ L31�Aj`1 O w 41 � o PPS t� ( i OZ y y — =6. Buc Pa Tr0 ( `4 I ens _ POM 3 V ( _ I U (`I X�- V P•-l'�D - f'" Q V Q- Z5 4v I v O � W y" G. s LAB W (.0 x CD • I = I oy.0 W. W. 1A I I• I I N °" - S U t4 pZ 0�7�''I $ 1' T' to � I•�l� :' ^ l In x 8" n��P e.c.. Foo-r 1 N y i-I J X - a X N Itcr"��y°y�nJT'Mco I I I Q N I - -I h (� °t•4 S tv _ N. 42.37*3 ` W. 150.50, a .. _ .. -.d171 o� I l04'Y.z -I}„ �� i� 00 % --� P ( TG� ( I 3 .P•SaC i X r BR �;�rr.y y'%'° ' .;s; _ (2) z*.1Z �ortTlnsvo�s OWNS HILL ROAD ST U 3 0 4 10 — - - (PRIVATE RD. Zy- 1=J_ - fD o .c, 1 �. xl2 F-J. �� o• c-_ I I SITE DATA:s('l��ss 'YOQ OF i✓D r�G. AT I m N u � I 3 � 5"rt�r�(,,, G.t7I.U�t!`E .`4 • SCTM # 1000- r-3 -2-srq I ;. 1 P•�L +�o nR OI°�N ,rlca S I �4_� 11 /`I M !c.Rv 1,A I''t -J- DESCRIPTION: SQ. FT'. AREA: LOT COVERAGE: EXCAVATE: FILL. q♦ S/ •„ ♦ ;rv;,♦.,r 'r ,^ /;` f/i/` w/ i fry i�/��Nw'✓'ii'�,%'.r r� :.�: 1.77 i .0 f�' �� . — �- — — — ---- °X.Ba�(�� C,.� ►.tom. - �X �v 1�ICl)E I O.N D• PROPERTY: goioY9�R. ACRE - EMMA oo � N G HolnE 1.2Gy a 'q+� 3. o % - f +��•,sr- �.o. i I� i �� I ►mil L N �� - i J-� L_o L ,�. - - JOOMGDI: I PROPOSED GARAGE 12 0 4 sq.& 3-O . 96 (o CU.VD. CU.Nu r p�to poSE a I 3 TOTAL: 2,ZCD an ft. CD.9 % C11.YD_ 101 eIII +t 71 Oil � I '�z'' P�Ywo 0 0 � , - 'Nl0 STANLMa6-4 -r,a�L oR I , i �/ ► 1 !�p.L�/A►.f I'ZrC b IAr WASHERS clog TWA r�mair-0r aPe� - I I - - MIND-BORNE DEBRI P TE I FOR WOOD-STRUCTURAL PANE AS PER TABLE 1609.1.4,N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) wlNOBoaNE:omR1s PROTEcrtoN FAsrENmG sQHmuLE FOR wr000 STRUCNRa_PANELS wood STRUCTURAL.Pads wtrH A MMM M THICKNESS of 7116- 1 AND MAXIMUR PANE_SPAN OF 8 FEET sjALL BE PERwm FOR OPENING PRDTE{TION IN ONE-ANC Two-sToRY MMINGS.PANELS SHALL BE PRECUT TO CUM GLAZED OPENINGS NTH ATTACHMENT HARDWARE PROVIDED.(REPE:R TO SECTION 1604.1.4,1609.6.3 AND TABLE 16M.1.4 OF N.Y.S.REMDENT'IAL CUN5TRWMN CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES wHERE APPLICABLE 11 IL=J1 Lj ALL PANELS MUST BE OUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST 6E MARIC:D FOR WHAT OPENM iT IS M COVER. HARDWARE MUST AMOMPANY 91U1TERS FOR INSTALLATION. �E-: "1 -7 - 74 -z SHEET TITLE p►pb1'T'1o1V pLp..NS �,>,p.;..r ' '�,• <`-"^ � PRO-F_GT NAME l 14 5 Ktt.�. c.I vmev T •cam R.) c7 R 1 SENT KENNETH SCHULMAN ff 3 -2Z 16 Nrim. ^fi. 5 ARCHITECT,P.C. - 09 LYNN AN'E NM SON-E. OT> -a'7 �� � E. NORTHPORT. N.Y. 11731 By- �• TM./FAX.(631)368-2388 .JOO NO: .2 1 I-1 NAMT NO.