Loading...
HomeMy WebLinkAbout46432-Z OgUEFOj Town of Southold 2/4/2022 y� P.O.Box 1179 CM co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42758 Date: 2/4/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 33775 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-1-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/14/2021 pursuant to which Building Permit No. 46432 dated 6/16/2021 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: non-habitable accessory garage with attached storage and two entry stoops as applied for. The certificate is issued to Hartshorn,Timothy&Palacios,Ashley of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46432 10/21/2021 PLUMBERS CERTIFICATION DATED ki ri d ignature , �suFFat,r� TOWN OF SOUTHOLD y'O" GGy 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#: 46432 Date: 6/16/2021 Permission is hereby granted to: Hartshorn, Timothy 33775 Main Rd Cutchogue, NY 11935 To: Demo of old garage and construction of new accessory garage with attached storage at existing single family dwelling as applied for. At premises located at: 33775 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-1-9 Pursuant to application dated 5/14/2021 and approved by the Building Inspector. To expire on 12/16/2022. Fees: DEMOLITION $170.20 ACCESSORY $479.60 CO-ACCESSORY BUILDING $50.00 Total: $699.80 Building Inspector OF SO�ryOl Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.richertCcD-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hartshorn Address: 33775 Route 25 City: Cutchogue St: New York Zip: 11935 Building Permit* 46432 Section: 97 Block: 1 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect [I Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: New garage, 100a sub panel Notes: Inspector Signature: Date: October 21 2021 81-Cert Electrical Compliance Form.xls J OP SOGIyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INS-PECTION [ ] FOUNDATION 1ST. [ ] ROUGH PL13G. [ ] FOUNDATION 2ND - :[ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]. FIREPLACE,& CHIMNEY [ j FIRE SAFETY INSPECTION- . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT"PENETRATION �] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c DATE INSPECTOR ` pF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouun N�' 765-1602 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] - FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS: DATE /d Z Z 1 INSPECTOR 1- 120 7 �o��OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. • io 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND = [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL (3(xV -e [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]= FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM KS: -nl ,711�CA 4;l-vT,4Am 0(Z'!'> l DATE. INSPECTOR pE S0l/Tyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. ���y�ouNna� 765-1802 INSPECTION- . [: FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATIOWCAULKING [ 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®r, 4v -14); 1� 0 Sri-VD Vol"O Api Kq 1 . �Q wwv � V wm DATE Ila INSPECTOR' FIELD INSPECTION REPORT. DATE COMMENTS b FOUNDATION(IST) -------------------------------------- .FOUNDATION(2ND) . O lYll A, 190A _y ROUGH FRAMING& �y PLUMBING 1 ` V INSULATION PER N.Y. STATE ENERGY CODE 1(,S FINAL ADDITIONAL COMMENTS . © WTI3> �l ao0 N b 0 z TOWN OF SOUTHOLD—BUILDING DEPARTMENT o� yz3 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 hitps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT nw For Office Use Only PERMIT NO. �&43 a— Building Inspector. MAY 1 4 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an . Fj' ,T Y�,'' ` .�?`• Owner's Authorization form(Page 2)shall be Completed. Date: OWNERS)OF PROPERTY: M: C 00 NameST #10 _ -J_��w�-�- -h "�'� � - -- - - -- --R-7 - Project Address: `� r ,! Phone#: G-�-� �- J_-`� — � _ Email:_ Mailing Address: hA-k,+5�VD6/`) 13,67A) .'./k746-ezn CONTACT PERSON: Name: - Mailing Address: r. Phone#: 3 `s Email: r a DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: �04#_ ,40'1- /�V< Phone#: ��� FG-- a-IF3 Email: CONTRACTOR INFORMATION: - Name:_ Mailing Address: -)C _ _ lo�q - - - — I Phone#: l7� �3 ��(5 -_ Email: _ � DESCRIPTION OF PROPOSED CONSTRUCTION LP-New Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes fro Will excess fill be removed from premises? ryes ONO 1 PROPERTY INFORMATION Existing use of property: � � j Intended use of pro Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yesfgo IF YES, PROVIDE A COPY. �eck 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&Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,'County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolitiomas'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 210AS of,the New York State Penal Law. Application Submitted By pr t name): J61f, R�Authorized Agent El Owner Signature of Applicant: Date: -/1 9 C11*4 f g-- - STATE OF NEW YORK) SS: COUNTY OF SLk"" — ) � seA U 1 6 ffed being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Ct�,\4�a vA-, (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 S day of may , 20& _ 1 otary Public EYE jam,GAT Z-SCHWAMBORN VOTARY PUBLIC.STATE OF NEW YORK 6274029 PROPERTY OWNER AUTHORIZATION Registration in o.O olk County Qualified in Suffolk County (Where the applicant is not the owner) Commission Expires Dec.24,20� I, f e /} i ` residing at 3-37�5 '- "" " ��k4e, _ lel f3 do hereby authorize b ,A� y r` r; to apply on Ay ehy eh o Town of Southold Building Department for approval as described herein. wner's Signature Date iO Prin Owner's Name 2 gjtlitD� r�,. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 1197'1-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 rocier.-.richerl@toivn.southold.nv..us - APPLICATION FOR ELECTRICAL INSPECTION, REQUESTED BY: DateIZ7 7-7— . Company Name: el- C--t C-Q-A A Name: - jt�? r`=f N' € <:: .t i -j C License.No.: email: 1 �� ':� :�� �. ck 'aqn/-� L. tet- Address: V3 off' 1 - Phone No.: 76 7 6<5 JOB SITE INFORMATION: (Ali Informati n Required) Name: Y( U Address: � L Cross Street: Phone No.: ,. �c;:7=f Bldg.Permit#: - email: Fax Map District: 1660' ection: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle Ail That Apply: Is job ready for inspection?: 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 Reconnected -Underground-Overhead I#-Underground Laterals 1 2 H Frame . Pole- Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs �Pt S.C.T.M. NO. DISTRICT: 1000 SECTION:97 BLOCK: I LOT(S):9 WN PIPE R LAND N/F OF ELAINE RICHMOND DRAINAGE CALCULATION PROPOSEDGARAGE 961 S.F. 961x.166=159.52<160 CF REO. (I)8'0x4'DEEP DRYWELL=177 CF PROVIDED PROPOSED DRY WELL 8'0x4'DEEP r -PIPE J�J o 961.22 Sq.FeetaJ% / �e. 0.02 Acres / . c E 18T.MEa• �ED�ti EXISTING SEPTIC TO BE DENOUSHED t cP LOCATION EC qO" ry aero LP) o. ye M1 .s' ::;,... h o1;: ::.; ............ .....N. n//� .. .DwElL1IG./xTns ...'•.h�i _ PORTION Of UISRNG GARVEL DRIVEWAY TO TO 9E aENOVE[K: LAND N/F OF ELIZABETH DRLANDD } .P o� o� COx - THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ADD PROP. GARAGE 04-01-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:22,252.27 SQ.FT. or 0.51 ACRES ELEVATION DATUM: UNAUTHORIZED AL TERA77ON OR ADDIROk TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE£DUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 771E LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E19DENT ON THE PREMISES AT THE 17ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: TIMOTHY HARTSHORN; MAP OF: FILED: SITUATED AT:CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design y P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX(631)298-1588 FILE 220-112 SCALE:1"=30' DATE: SEPT. 10, 2020 N.Y.S. LISC. NO. 050882 meinteielnq the reeerae of Robert J.eeeeesy&Kenneth H.Woyehmc AC"RI ® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YY1^0 5/12/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 NAME: Riverhead Lighthouse Inc Riverhead.Lighthouse, Inc. PHONE • 631-369-9600 AI .):631-369-9678 E-MAIL 221 West Main Street -ADDRESS: Riverhead Iha ent.com Riverhead NY, 11901 INSURERS AFFORDING COVERAGE NAIC# INSURERA: UTICA FIRST INSURANCE COMPANY INSURED INSURER B: Joseph Kollen Enterprises Inc INSURER C: Po Box 758 INSURER D: Aquebogue, NY 11931 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. ?NSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DO EFF MM/DD EXP LIMITS LTR V/ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000 DAMAGE TO RENTED CLAIMS-MADE ❑✓ OCCUR PREMISES Ea occurrence $ 50000 ART5158659-00 05/12/21 05/12/22 MED EXP(Any one person) $ 5000 A PERSONAL&ADV INJURY $ 1000000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2000000 POLICY❑jE O- LOC PRODUCTS-COMP/OP AGG $ I N C OTHER: $ AUTOMOBILE LIABILITYCOMBINED 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 LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTEI ERH ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER 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,may be attached if more space Is required) CARPENTRY CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD NY, 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD IN W Workers' Certificate of Attestation of Exemption STATE Compensation p from New York State Workers' Compensation ,and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate ofAttestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit joseph Kollen enterprises inc. From•'town of southold 168 shade tree lane aquebogue,NY 11931 PHONE:631-793-3415 FEIN:XXXXX4838 The location of where work will be performed is 33775 main rd,cutchogue,NY 11935. Estimated dates necessary to complete work associated with the building permit are from May 24,2021 to July 26,2021; The estimated dollar amount of project is $50,001-$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,joseph h.kollen,am the President with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: Date: Exem hon Cert><fieate l�Tumber Received j p May 13 2021 't 2021-029882 < NYS Workers',Compensatlon Board;; CE-200 01/2018 ACC>o0 CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) 5/12/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)'must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terns 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 Nan E"`� Riverhead.Li hthouse Inc Riverhead.Lighthouse, Inc. PHONE . 631-369-9600 FAX No):631-369-9678 221 West Main Street AD RESS: Riverhead Iha ent.com Riverhead NY, 11901 INSUIRERIS1 AFFORDING COVERAGE NAIC#' INSURERA:.UTICA FIRST INSURANCE COMPANY _INSURED INSURER 3: Joseph Kollen Enterprises Inc <INSURERC: " PO BOX 758 INSURER,D: .Aquebogue, NY,11931 1"sURERE: 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 ADDL SUBR POLICYEFF -POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000, CLAIMS MADE a OCCUR ffA-MAGe TO RENTED. PREMISES Me occurrence $ 50000 ART5158659-00 05/12/21 .05/12/22 MED EXP.(Any.one person) $ 5000 A PERSONAL&ADV INJURY $ 1000000 'GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2000000 POLICY JE '�Loc' PRODUCT S-COMP/OPAGG $ INC OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accid ANY AUTO BODILY INJent URY(Per person) '$ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED` PROPERTY. DAMAGE $ AUTOS ONLY AUTOS ONLY Per UMBRELLA UA13 OCCUR EACH OCCURRENCE $ :4EXCESS LIAB' CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILnY YIN ST Tl1TE ER" ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ (Mandatory In NH) - K yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L..DISEASE'-POLICY LIMIT .$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached N more space is required) CARPENTRY CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD NY, 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD <NYORK TWWorkers' Certificate of Attestation of Exemption ATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party." The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Joseph Kollen enterprises Me. 168 shade tree lane From:town.of Southold aquebogue,NY 11931 PHONE:631-793-3415 FEIN:IOO XX4838 The location of where work will be performed is 33775 main rd,cuichogue,NY 11935.. Estimated dates necessary to complete work associated with the building permit are from May 24,2021 to July 26,2021. The estimated dollar amount of project is $50,001-$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a.general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID.FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,joseph h.kollen,am the President with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave.benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE ign S afore: Date: r4 4 1 ,-� z .,t ✓ 'b^y:r c .�^? ti r k N Received` E�emphon„Certificate Number �. May 13 :201 �" ' NQS Workers'Compensation Board CE-200 01/2018 GeneratQd ;by REScheck-Web Software Compliance Certificate ti Project Main Rd Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 356 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Alabama Alabama Compliance: Passes using UA trade-off Compliance: 8.0%Better Than Code Maximum UA: 112 Your UA: 103 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling:Cathedral Ceiling 458 30.0 0.0 0.034 16 Wall:Wood Frame, 16"D.C. 756 19.0 0.0 0.060 36 Door: Solid Door(under 50%glazing) 20 0.220 4 Window:Wood Frame 128 0.300 38 SHGC: 0.31 Floor:All-Wood joist/Truss 356 38.0 0.0 0.026 9 Compliance Statement: The proposed building design described here is consistent with the'building,plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory reouirements listed in the REScheck Inspection Checklist. Adam Volosik — Architect "..114 �,.)d 4/7/2021 Name-Title Signature Date r, Project Title: Main Rd Report date: 04/05/21 Data filename: Page 1 of 9 r� ED ABBREVIATIONS ANDERSEN 400 SERIES EXT. - DOOR/ WINDOW SCH. ALL R. TOCONSTRUCTION IPRIOP DRAWING LIST @] AT MIV.I MINIMUM ACOUST.] ACOUSTICAL MISC.] MISCELLANEOUS O QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OFENING (WxH) REMARKS ARCHITECTURAL:A-SERIES 528 South Ha' borRd. outhold,NY 11971 A.D.[l AREA DRAIN MTD.I MOUNTED 7/8" 3'2 518"x5'-1 718" A 0.1 COVER SHEET WIND LOAD DIAGRAMS :631.806.2537 ADJUS.1 ADJUSTABLE MTL.1 METAL A 4 DOUBLE HUNG TW30410 A.F.F.] ABOVE FINISHED FLOOR #] MATERIAL A 0.2 SPECIFICATIONS 62_1�1 ALUM.] ALUMINUM N.A.I NUMBER B 1 INSWING FRENCH DR FWH90611 8'-11 1/8"x6'-10 318" - 9-0"x6'-11 3/8" A 0.3 SCHEDULES APPROXI APPROXIMATE N.I.C.] NOT APPLICABLE ARCH.] ARCHITECT,ARCHITECTURAL NO.I NOT IN CONTRACT C 1 DOUBLE HUNG TW20410 2'-1 5/8"x5'-0 7/8" 2'-2 518"x5-1 7/8" BLDG.] BUILDING N.T.S.] NUMBER D 1 AWNING AXW31 3'-0"x3'-0" 3'-1"x3'-1" A 2.0 FLOOR PLANS BLK.] BLOCK O.C.] NOT TO SCALE BLKG.] BLOCKING O.D.] ON CENTER BM.] BEAM O.H.] OUTSIDE DIAMETER A 3.0 ELEVATIONS NOTES: BOT.1 BOTTOM OPP.I OPPOSITE HAND A 3.1 BUILDING SECTIONS B.P.] BUILDING PAPER PERIM.] OPPOSITE BSMT.I BASEMENT PERP.? PERIMETER 1.) VERIFY SWINGS W/ ELEVATIONS B'TWN.] BETWEEN PG.] PERPENDICULAR 2.)VERIFY GRILLE PATTERN W/ELEVATIONS- GRILLES TO BE8" SDL PERMANENT CLI CENTERLINE PL.1 PAGE 3.) ALL GLASS TO BE HIGH PERFORMACE LOW E4 -TEMPERED GLASS AS REQ'D BY CODE CAB.] CABINET PLUMB.] PLATE 4.) EXTERIOR COLOR : BLACK CER.] CERAMIC PLYWD.] PLUMBING l] CLOSET PR.] PLYWOOD 5.) INTERIOR FINISH: BLACK c CL.i CEILING PR.1 PAIR 6.) HARDWARE : ESTATE LOCK and KEEPER in US10B APPROVED AS NOTED COL.] COLUMN P.S.I.] PER SQUARE FOOT 7.) PROVIDE SCREENS ON ALL UNITS DATE:k - 014g,p,# CONC.] CONCRETE P.T.] POUNDS PER SQUARE INCH CONST.I CONSTRUCTION PTD.] PRESSURE TREATED FEE: ele3'&) BY: C(:asv"F'L`(WITH ALL CODEC 01= CONT. CONTINUOUS PV.C.] PAINTED NOTIFY BUILDING DEPARTMENT AT P.IrEW Y(?R!\ STATE & TOWN CODES CPT.] CARPET QTY.] POLYVINYL CHLORIDE 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS OF CTR.1 CENTER R] QUANTITY ALL R.O.'S TO BE VERIFIED PRIOR FOLLOWING INSPECTIONS: C.V.G.] CLEAR VERTICAL GRAIN R.D.] RADIUS,RISER EXT. - DOOR SCH. TO CONSTRUCTION 1. FOUNDATION TWO REQUIRED OUTHOLDTOW! ZBA D.] DRYER REFRIG.1 ROOF DRAIN FOR POURED,CONCRETE DIA.] DIAMETER REINF.1 REFRIGERATOR O QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) REMARKS 2. ROUGH - FRAMING & PLUMBING =fSOUTHOLD TOWN PLANNING BOARD DIM.] DIMENSION REQ'D.] REINFORCING 3. INSULATION SOUTHOLD TOWN TRUSTEE DN.7 DOWN RF.] REQUIRED 1 2 INSWING DOOR THERMA TRU OR EQUAL 3-0"X 6-8" 3'-1'L X 6-10" 4. FINAL - CONSTRUCTION.MUST D.S.] DOWNSPOUT RM.] ROOF BE COMPLETE FOR C.O. v`I,S.DEC DW] DISHWASHER R.O.] ROOM ALL CONSTRUCTION SHALL DEET THE DWG.I DRAWING SCHED.] ROUGH OPENING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR E.I.F.S.I EXTERIOR INSULATED FINISH SYSTEM SECT.] SCHEDULE DESIGN OR CONSTRUCTION ERRORS. ELEC.1 ELECTRICAL SHT.] SECTION RETAIN STORM WATER RUNOFF ELEV.1 ELEVATION SIM.] SHEET PURSUANT TO CHAPTER 236 EQ.O EQUAL SPEC.] SIMILAR EXIST.? EXISTING SQ.] SPECIFICATIONS OCCUPANCY oil OF THE TOWN CODE. F.D.] FLOOR DRAIN S.S.] SQUARE �{ FIN.] FINISH STD.] STAINLESS STEEL IS �i IL kN�l U L FLOUR.] FLOURESCENT STL.] STANDARD VVITI�WT CERTIFICATE FLR.I FLOOR STOR.] STEELOF FLSG.] FLASHING STRUC.1 STORAGE QuCC;� '�C'r FOUN.9 FOUNDATION SUSP.1 STRUCTURAL FT.] FEET,FOOT SW.] SUSPENDED TI SWITCH GA.] GAUGE TEL.I TREAD GALV.] GALVANIZED T&G] TELEPHONE TfiUSS PLACARDINC� REQUIRED G.C.] GENERAL CONTRACTOR T.O.] TONGUE AND GROOVE G.W.B.I GYPSUM WALL BOARD T.O.C.] TOP OF PERMIT SET 01 APRIL 2021 H.B.1 HOSE BIB T.O.S.] TOP of CONCRETE 2 PROGRESS SET 20 MARCH 2021 HDWR7 HARDWARE T.O.W.] TOP OF STEEL PRICING SET 19 FEBRUARY 2021 HEM.] HEMLOCK TYP.] TOP OF WALL N0. ISSUANCE DATE HORIZ.] HORIZONTAL T.P.] TYPICAL H.M.I HEAT MIRROR VERT.I TOILET PAPER DISPENSER RELEASES H.V.A.C.] HEATING VENTILATION&AIR CONDITIONI G W•1 VERTICAL I.D.] INSIDE DIAMETER VNl] WASHER SEAL: IN.] INCH,INCHES W.C.] WITH INSUL.I INSULATION,INSULATED WD.] WATER CLOSET � DA ARC INT.] INTERIOR W.H.] WOOD LAM.] LAMINATED VVIND.] WATER HEATER LAV.3 LAVATORY W.W.M.1 WINDOW �r } LB. POUND N/O] WELDED WIRE MESH L.F.] LINEAR FOOT X1 WITHOUT LVR.] I LOUVER YD.1 INDICATES TIMES OR BY MAX.] MAXIMUM YARD S� 032A21 yO qT�OF NES MECH.I MECHANICAL MFR.] MANUFACTURER GENERAL NOTES: 1.)ANY ERRORS,OMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS CONSTRUCTION. 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. 5.)VERIFY ALL BUILDING LOCATIONS AND CONC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD DIMENSIONS OF EXISTING CONDITIONS. 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. 8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. PROJECT: 9.)ALL DIMENSIONS ARE TO FACE of FRAMING UNLESS OTHERWISE NOTED. 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUICTURAL REQUIREMENTS BEFORE THE ORDERING Main Rd. Residence OF OR INSTALLATION OF ANY ITEMS. 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON I THE ELECTRICAL PLANS. 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION, DRAWING LIST ARCHITECTURAL:A-SERIES CutChogue, NY A 1.1 COVER SHEET A 1.2 SPECIFICATION DRAWING NAME: A 2.0 DEMOLITION PLAN CONSTRUCTION A 2.1 FOUNDATION PLAN&FIRST FLOOR PLAN DOCUMENTS A 3.1 ELEVATIONS A 3.2 ELEVATION&BUILDING SECTIONS COVER SHEET E 1.0 ELECTRICAL PLAN WIND DIAGRAMS DRAWING NUMBER: DRAWN BY: AC\' SET: CHECKED BY: ACN' CD SCALE: 1�4"=1-� SHEET: CURRENT ® • ISSUE DATE: 11-10-2000 SPECIFICATIONS ENERGY NOTES 31) Under the slab shall be placed 2" of sand over a vapor retarder — 29) TJI Joists to have solid blocking and web stiffeners, when above walls or INSULATION TO BE OPEN CELL SPRAYED FOAM INSULATION: Fortifiber "Moistop Ultra A" (www.fortifiber.com). Contractor verifies that he has posts sit directly above. R-30 @ ALL ROOFS AND CEILINGS. 1) This construction conforms to 2018 International Residential Code, and the reviewed the installation guide for this product. R-19 @ ALL EXTERIOR WALLS. GENERAL CONDITIONS 2015 International Energy Conservation Construction Code. 30) Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 R-21 @ ALL INTERIOR FLOORS 328 South Harbor Rd. 32) Sub—grade preparation under slab — The existing sub—grade should be joists and 2x4 for 560. 1/8" gap to be left at the top between stiffener 3outhold,NY 11971 1) The contractor is responsible for checking all dimensions and conditions on 2) Model Energy Code compliance method and inspection checklist, enclosed cleared of top soil and organic matter and stockpiled separately. Pronounced and flange of joist. 631.806.2537 ROOFING: the job. Where conditions prevent obtaining dimensions they should be usingREScheck Software. soft and hard spots should be excavated and refilled and compacted with a checked by engineer. soil similar to the surrounding soil. 31) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 1. ROOFING TO BE GAF TIMBERLINE NATURAL SHADOW SERIES OWNER TO APPROVE COLOR. 3) A minimum of I" air space shall be provided between the insulation and 12" O.C. Four Microlam LVL's shall be bolted with 2 rows of Y2" bolts @ 12" 2) Construction contractor and his subcontractors agree that in accordance roof sheathing. 33) Granular fill, such as gravel or a mixture of sand and gravel shall be 0.0 EXISTING HOUSE SHINGLES TO BE REPLACED ON THE ENTIRE ROOF with generally accepted construction practices, construction contractor and his used as fill under the vapor barrier. If soil is disturbed, mechanical USE GAF LOW SLOPE ROOFING OVER PORCH ROOF subcontractors will be required to assume sole and complete responsibility for compaction to 95% relative compaction in soil lifts not exceeding 8". 32) Web stiffeners to be installed on cantilever TJI's @ support points. job site conditions during the course of construction of the project including CONCRETE SPECIFICATIONS INTERIOR DOORS safety to all persons and property and that this requirement shall be made to 34) Curing of concrete slabs open to the elements is to be done by keeping 33) Do not bevel cut I—Joist beyond the inside face of support. 1. FURNISH AND INSTALL DOORS AS SHOWN IN THE DRAWINGS, apply continuously and not be limited to working hours. Contractors agree to 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI concrete the slab wet and at temperatures between 40 and 70 degrees F or using a WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, defend, indemnify and hold design professionals harmless from any and all unless otherwise noted. curing compound. 34) Full width engineered lumber can be substituted for (2) or (3) members ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION. VERIFY liability, real or alleged, in connection with the performance of work on this of the some type lumber. ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. ALL NEW DOORS TO MATCH EXIST. project. 2) Footings below columns to be 24"x24"x12" unless otherwise noted. 35) No vehicles shall be placed on the slab until the 28 day strength is 3) All work performed by the contractors shall conform to the requirements of achieved. 35) Hangers are shown on plan. Contractors to consult architect/engineer if EXTERIOR DOORS AND WINDOWS: q 3) Contractor to verify soil bearing capacity to be not less than 4000 PSF. hanger is not shown in drawings. Contractor verifies that he has reviewed 1. FURNISH AND INSTALL WINDOWS AND DOORS AS SHOWN IN THE DRAWINGS local, municipal, state and federal laws as well as any other governing No footings or slabs are to be cast on uncontrolled fill, loose soil, organic Simpson "Wood Construction Connectors" catalog for fastening details. WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, requirements, whether or not specified on drawings or in specifications. material, frozen ground, mud, clay or other unsuitable materials. If any of FRAMING NOTES ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION, VERIFY Contractor to be responsible for required inspection(s) of his work. these situations are present it should be brought to the attention of the 36) Contractor to provide roof ventilation net open area equivalent to 1/300 ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. 4) The contractors shall notify the architect/engineer immediately if he cannot engineer. 1) All framing lumber to be Douglas Fir #2 or better in an S—Dry condition. of the attic floor area provided o vapor retarder is installed on the warm side comply with the work called for on the drawings. 4) Contractor to verify existing and seasonal ground—water level. If level is 2) All sill plates that sit on concrete to be double 2x6 pressure treated. of attic ventilation. DRYWALL: within 2 feet of the bottom of the basement footing the architect/engineer Fastening of rim board to sill to be 10d toe nails 6" on center. 37) Contractor to provide crawl space ventilation openings to be not less than 1. DRYWALL TO BE 1/2" THICK GWB. FOR WALLS & CLGS. UNLESS OTHERWISE NOTED. 5) The contractors shall notify the architect/engineer of any discrepancies should be contacted. 1/1,500 of the under floor area where a vapor retarder and openings placed 2. PROVIDE 1/2" THICK WONDERSOARD OR EQUAL @ ALL BATHROOMS between the drawings, notes, specifications and field conditions before 3) Termite shield shall be either copper or COP —R—TEX and extend I" to provide cross ventilation. Ventilation not required when ground surface is " commencing any work and request clarification. 5) Concrete shall be air—entrained with an air content not less than 5% or minimum on each side of the concrete wall. Sill sealer to be used with this J. PROVIDE 5/8 TYPE X FIRE RATED GWB. WHERE REQ D. BY STATE CODE covered with an approved vapor retarder, the perimeter walls are insulated and 6) Contractor to verify new work with survey. more than 7%. product. the space is conditioned. 6 Concrete slum shall not be more than 5". Engineer has approval to reject PAINTING & FINISHING: p 9 PP J 4) Two rows of blocking to be installed every 4' along concrete walls where 38) Ceiling joists used or collar beams to be nailed with (8) 10d common 7) Contractor shall be responsible for cutting, fitting or patching to complete concrete if slump is larger than specified. the first floor joists are running parallel to the foundation wall. The plywood nails at theoist rafter connection unless otherwise shown. the work or make the parts fit together properly. floor is to be nailed into this blocking. .1 1. INTERIOR WALLS TO RELIEVE ONE COAT PRIMER AND 2 COATS LATEX, 7) If concrete is delivered in on outdoor temperature lower than 40 degrees F BENJAMIN MOORE OR EQUAL. 39) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every COLORS TO 8E SELECTED BY OWNER '` 8) The contractor shall be fully responsible for the removal or replacement of it should be heated to insure that it will arrive at the job site having a 5) Fastening of exterior plywood to rim joists (box beam) and double top 32" around house perimeter holding second floor studs to first floor studs damaged or defective material or poor workmanship. They shall replace or temperature of not less than 60 degrees F or greater than 85 degrees F. plates to be 2 rows of 8d nails 3" on center. Fastening of plywood to double unless otherwise shown. Partially Enclosed Buildings to have floor to floor repair as directed by the architect/engineer, all such damaged or defective sill plate to be 3" on center staggered into each 2x member. tension ties every stud. Tension ties to be located on each side of door or materials, which shall appear within a period of two years from the date of 8) If it looks as though the temperature of the ambient air will fall below ELETRICAL: substantial completion of the job. freezing for 3 consecutive days, cold weather concrete specifications will need window openings over 4' and within 2' from all corners unless otherwise 6) Fastening of top and bottom plate on interior walls to be (2) 16d nails shown. (9) 8d nails to be installed at each end. every 12 to be followed. Contact Engineer if this is going to occur. ". Top plate to be connected to ceiling joists or with blocking spaced 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 9) The contractors) shall remove all rubbish, waste materials and surplus not more than 12" on center with (2) 16d nails every 12". 40) Double LVL's or dimensioned lumber shall be installed around all fireplace, 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE materials that are a by—product of their work. 9) The addition of any admixtures to concrete shall be approved by the Engineer. stair openings and skylights with connector hardware. CODES AND REGULATIONS. 10) Contractors shall provide all necessary protection for his workers. 7) All deck ledgers to be Pressure treated 2x material. Ledgers to be 10) Two concrete strength test cylinders, 6" in diameter by 12" shall be attached with V2" lag bolts 12" O.C. top and bottom and located not closer 41) Cathedral or vaulted ceilings to have air—venting baffles on underside of HVAC 11) The construction drawings and specifications are supplied to illustrate the taken from each truck delivery unless otherwise approved by the Engineer. than 2" from top edge. roof running continuous from soffit to roof vent. design and the general type of construction desired and are intended to imply Compressive strength tests to be taken for each day's pour exceeding 5 the finest quality of construction, material and workmanship throughout. cubic yards. Two specimens to be tested @ 28 days. 8) All headers to be (2) 2x12 or (2) 1-3/4 x 11-718 microhms unless 42) All crickets to have minimum pitch of '4' per foot. 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR noted otherwise. 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 12) The contractor(s) shall maintain a current and complete set of 11) All rebars to be grade 60 KSI steel and shall be free of rust, scale and 43) Joist hangers shall be used on all flush headers. CODES AND REGULATIONS. construction drawings on the site during all phases of construction for use by dirt. 9) Double floor joists shall be located under all parallel partitions unless noted all trades. otherwise. Spacing between floor joists should allow for plumbing in plumbing 44) All framing on or near water should be fastened with hot dipped 3. INSTALLER TO VERIFY IF THE NEW ADDITION CAN BE INCORPORATED INTO THE EXISTING 12) All rebars shall be securely tied in place and adequately supported. All walls. galvanized or stainless steel nails and fasteners. SYSTEM OR MAKE A RECOMMENDATIONS FOR A NEW SYSTEM. 13) No changes or modifications to the work shall be made without approval rebar splices to be minimum 40 bar diameter. Rebar shall be continuous EXIST. SYSTEM TO BE SPLIT INTO 2 ZONES— of the owner and/or architect/engineer. Failure to obtain this approval shall through corners with splices located not closer than 3' from corners. 10) All floor joists must be restrained at the ends to prevent rotation by 45) All exterior walls to be 2X6 — 16 o.c. construction all FIRST FLOOR ZONE 1 cause the contractor or sub—contractor to assume full responsibility for either a rim joist, end blocking or joist hangers supporting the depth of the interior walls to be 2"X4" — 16" .c. construction p Y SECOND FLOOR ZONE 2 subsequent modification of the work required b owner or an regulatory joist. 3 PERMIT SET 01 APRIL 2021 q q Y y 9 y 13) All footings ore to have their rebar placed no closer than 3 to the 2 PROGRESSSET 20 MARCH 2021 authority. supporting soil. „ „ 46) All subfloors to be 4” T&G APA rated plywood. All wall sheating to be 1 PRICING SET 19 FEBRUARY 2021 11) Floor plywood to be glued and nailed to floor joists 4 on edges and 6 �" CDX APA ratedplywood. 14 The architect en in assumes no responsibility for construction means, in field with 8d common nails. 2 NO. ISSUANCE DATE / 9 P Y 14) No weight shall be placed upon footings or walls until 7 days after methods, techniques, sequences, or procedures or for safety precautions and placement as long as the concrete strength has reached 2500 psi or by FOUNDATION DRAINAGE & WATERPROOFING RELEASES progress in conjunction with the work. There are no warranties, nor anyengineers approval. 12) All walls over 8 high to be blocked @ mid—span. merchantability of fitness, nor a specific use expressed or implied in the use Site to be sloped away from house 12" per foot for 10'. SEAL: of these plans. 13) All post widths to be as wide or wider than multiple menber width that 15) Contractor to notify Engineer for inspection of all rebar work prior to placement of conrrete. it is supporting. Foundation wall waterproofing to be Tuff—N—Dry Ceiling beam sizes may have to be increased for heavy storage attics. D ARCh,� 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means 14) 2x6 strong backs (2) on all ceiling joists 8' O.C., unless the ceiling is an STRUCTURAL STEEL \g'� G VOL 1) Wood frame dwellings to be designed in accordance with the 2015 engineered floor I—joist. during placement using a mechanical vibrator. International Residential Code. Wind speed to be used is 130 mph. Code for fabrication to be American Institute of Steel Construction (RISC) 9th cc Exposure B category to be used for urban, suburban or wooded and Exposure 15 shall not be closer than 6'. Studs to fall under all 17) Back filling against foundation shall not take place until first floor is ) Splices of top plates Edition. C to be used for open and shoreline areas. Earthquake Use Group 1, Site splices, top and bottom. Studs to line up verfica!ly with roof rafters wherever n Class D, Seismic Desi Category B. anchored to foundation. Backfill material shall be clean course sand. Design 9 y Equipment used for backfilling shall not come closer to the wall than the possible. WINDOW & DOOR SPECIFICATIONS Q+ height of the backfill. S'T a32A21 ,y0 2 These plans are designed to meet or exceed the requirements of the �� OF N p 9 q 16) All gable end walls to be balloon framed unless otherwis., shown. Windows and doors are to meet or exceed the specifications F E 2020 International Residential Code. Whien building in other listed below: jurisdictions, variations or adjustments may be required. Verify an such 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, J J Y q Y Y requirements with local code or enforcement officers. mechanical compaction to 95% relative compaction in soil lifts not exceeding 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d re q 6„ common nails 3 on center, staggered into both the top and bottom plate. NFRC certified and labeled. 3) The architect/engineer's certification applies only to this plan's conformance 18 All roof and wall plywood to be nailed with 8d nails 4" O.C. on edges Window and Door Manufacturers Association WDMA 1.S.2. to the 2020 International Residential Code. 19) Concrete wall design assumes backfill is well drained. ) ,� p y 9 ( ) and 6 in the field unless otherwise noted. Nail heads shall not penetrate pressure. California Energy Commissioners (C.E.C.) Air Infiltration Standards.Nail Guns need to be set to the 1f wood. 4) Glazed openings must be protected with glass, certified to meet the large 20) Anchor bolts to be 5/8" x 12" "J" shaped, hot dipped galvanized or surface oplywood. proper p missile test im act—resistant or with structural shutters with attachment stainless steel located 4'on center unless otherwise noted and a maximum of ( p ) 19) Exterior plywood shall be continuous over al! plate to plate and plate to Maximum U—Factor rating of 0.27. hardware provided. 12 from all corners. Provide not less than two (2) anchor bolts on any one p rim board interfaces and may butt together at mid—depth on rim board. sill. Anchor bolts to have nut and washer tightened to sill. Washers shall be a Maximum Solar Heat Gain Coefficient of 0.26. 5) Electrical work shall conform to national electrical code (latest edition) and minimum of 3/16" x 3" x 3" square plate washers unless otherwise shown. Exterior plywood o run continuous from sill plate over rim joist to studs. "L" Bolts to be located down the center of the sill late. Deviation of more than shaped plywood to be placed around upper window and door corners. any applicable local codes. A minimum of one (1) smoke detector shall be p Minimum Visible Light Transmittance Rating of 0.53. provided in bedroom areas and shall be hard wired and battery backup. 1" will not be acceptable. A hof dipped galvanized or stainless steel 5/8" x 20) Three rows of blocking to be installed every 4' along gabla rake walls. 10" threaded rod can be substituted for anchor bolts by being epoxied into 2015 International Residential Code, Design Pressure (DP) rated lace using Simpson Acrylic Tie. The plywood roof is to be nailed into this blocking. for 130 miles 6) Contractor to verify all dimensions before starting. P 9 P Y • per hour 3 second gust 21) All roof rafters to be connected to top plate with Simpson H2.5 or H2.5A for walls in zone 4 & 5 for exposure C (enclosed). All windows 7) If header sizes are not shown, contractor to contact architect/engineer. 21) Contractor to install damp—proofing or waterproofing on all foundation hurricane ties unless otherwise shown. Hip rafters to be tied tc top plate with to achieve a minimum DP rating of 50. walls and footing base that comes in contact with soil. Simpson HCP4 (double hip) or HCP1.81 (single hip). Note that partially PROJECT: 8) Do not scale drawings. Follow dimensions only. enclosed structures shall use a Simpson H10 hurricane tie. Glazing that receives positive external pressure shall be impact 22) Provide (2) #5 rebars continuous reinforcing of top of all foundation walls. resistant or protected with on impact resistant covering or 9) Contractor to verify to architect/engineer if lead based paint, asbestos, Set rebars into concrete with an embedment of 3" from the top and insidebuilding designed as a partially enclosed structure. Main Rd. Residence mold or other hazardous substances are present before starting work. edge and the other bar 3" below the upper unless otherwise shown. 22) Interior shear walls to / plywood both sides, nailed with nails 3 O.C. on edges and 6 in field with all edges blocked and nailed unless ess 10) Any alteration, repair addition or conversion to an existing dwelling 23) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3„ otherwise noted. requiring a building permit requiring a building permit requires that all from soil and 4” from outside footing edge unless otherwise shown. 23) All exterior columns to have continuous galvanized metal straps from sleeping rooms in the house be upgraded with hard—wired and interconnected girder below to girder above. Straps to be Simpson CS 16 and connected smoke alarms. 24) (2) #5 rebars to be placed on all four sides of window and door with (11) 10d common nails each end. openings and other large openings. Each end of the #5 rebar to extend 2' 11) Contractor is responsible for all flashings. beyond the opening. 24) Columns resting on concrete to be connected at the base concrete with a 12 Excavations deeper than 5' must be constructed according to OSHA Simpson Post Base fastener and the top with a Simpson type Post Cap with ) p 9 25) Stepped footing not to exceed 1' vertical for every 2' horizontal. Rebar regulations. Soft or sandy soils must have at least a 1:1 slope. Hard or to continue through stepped footings and bent through steps. (12) 10d nails each end. CutChogue, NY compact soils must have at least 1:2 slope. 25) Bored or holes or notching in studs shall not exceed 25% of the stud 26) Pilasters to be 12" wide x 4 %" deep and contain (2) #5 rebars depth. If hole or notch is between 40% and 60% of the stud depth than the 13) Grade property 5% in first 10' from the building. Elsewhere the site to vertically tied to footing rebar and top of wall rebar. Vertical bars to be 2" stud shall be doubled. DRAWING NAME: be sloped away of 2%. Foundation wall to extend a minimum 8" above grade. off inside edges and hooked back to rebars in footing and upper wall. CONSTRUCTION 26) Contractor verifies that he has reviewed the installation gu'de for the ` 14) Under slab areas — after the service lines have been installed, all plastic 27 All steel columns to be bolted to footings.9 engineered wood products for this project. or copper lines should be properly bedded (clean fill, no rocks) and tested for 27) First floor I joists to have (4) 10d nails installed in its' bottom flange to DOCUMENTS leaks prior to backfilling. All copper lines should be checked for dents or 28) Steel column top plate to be minimum Y2" thick and cover all supporting the double 2x6 sill plate. abrasions and wrapped in split foam insulation. members. Base plates to be 10" x 10" unless otherwise noted. SPECIFICATIONS 15) All trades that are installing piping under the slab must install color coded 29Concrete slab control oints to be 1 4"' depth of slab and not exceed 28) When engineered floor I—Joists are used, rim joists to be Timberstrand caution tae 12 above their work. Use red for electric, blue for water, green ) J / p 1-1/4" LSL rim board or 1 %" Microlam LVL. p 9 more than 25' center to center spacing. Joints should be laid out to form for sewer, yellow for gas and orange for phone/cable. Mark location of new floor panels as nearly square as possible not exceeding a ratio of 1-1/2 to DRAWING NUMBER: work with color coded spray paint after trenches have been backfilled. 1. Joints can be either formed, fooled, saw cut or Zipstrip. DRAWN BY: ACV SET: 16) Copper joints will not be allowed under the slab and must be placed in a 30) Welded wire mesh should be positioned in the top 2" of the slab. Flat CHECKED BY: ACV CD wall manifold. sheets to be used with an overlap of 1'. SCALE: 1/4"=1'-0" SHEET: CURRENT 002 ISSUE DATE: 11-10-2006 NAILING SCHEDULE MSIK 28 South Harbor Rd. outhold,NY 11971 Joint Description Nail Sizes Nail Spacing 631.806.2537 Rafter to Top Plate Toe-nailed ROOF FRAMING 3 - 8d per rafter Ceiling Joist to Top Plate Toe-nailed - 8d per lois Ceiling Joist to Parallel Rafter (Face-nailed) 31- 16d each lap Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap Collar Tie to Rafter (Face-nailed) 2 - 8d per tie Blocking to Rafter (Toe-nailed) 2 - 8d each end Rim Board to Rafter (End-nailed) 2 - 16d each end p Plnfa(Fn _ WALL FRAMING _ er_-foot Top Plate to ToTop Plates at Intersections (Face-nailed) 4 - 16d, joints-each side Stud to Stud (Face-nailed) 2 - 16d 24" o.c. Header to Header (Face-nailed) 16d 16" o.c. along edges SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot 1,2 ICE SHIELD UNDERLAYMENT REQUIRED FLOOR FRAMING Joist to Sill , Top Plate or Girder (Toe-nailed) 4 - 8d Der ioisf Bridging to Joist (Toe-nailed) 2 - 8d each end I RRICANE CLIP 2' ,i Blocking to Joist (Toe-nailed) 2 - 8d each end ��'' I TYP. Ij I ''I �I ii '� I Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block Ledger Strip to Beam (Face-nailed) 3 - 16d each joist Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist ALTERNATE POSITION Band Joist to Joist (End-nailed) 3 - 16d per joist OF HURRICANE CLIP. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot USE SIMPSON H3 1 i I I 1�trurturryl Panels ROOF SHEATHING 11 far Winn - other 6' o.c. edges of HE panel , 12" o.c. interior SIMPSON H2 HURRICANE CLIP MST37 METAL of panel NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS @ STRAP @JACK Diagonal Board Sheathing TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF POST W,/(4) 8 1 x 6 or 1 x 8 2 - 8d per support NAILS EACH END. ALL SHEATHING NAILS @ 48" 1" x 10" or wider 3 - Sd per support EACH END TYP. APA RATED PLYWOOD TP � CEILING SHEATHING 5d 7" edge 10" field _ -e- G sum Wallboard EXTEND TO TOP OF TOP PLATE V _ �t Structural Panels WALL SHEATHING 8d see table 3.9 Fiberboard Panels ` 7 / 16" 6d 3" edge / 6" field STRAP TO STUD 25 / 32" 8d 3" edge / 6" field W/ (4) 8d NAILS OP OF SIMPSON MST27 1 1/2" WIDE FOUNDATION Gypsum Wallboard 5d 7" edge / 10" field WRAP & NAIL STRAP - 20GAGE METAL STRAP @ 48" O.C. 3 PERMIT SET 01 APRIL 2021 Hardboard 8d (see table 3.9) (4) 4d NAILS 2 PROGRESS SET 20 MARCH 2021 Particleboard Panels 8d (see table 3.9) AROUND SILL PLATE + 12 FROM EACH CORNER WRAP 1 PRICING SET 19 FEBRUARY 2021 Diagonal Board Sheathing AT ANCHOR BOLT AROUND SILL PLATE. ROVIDE (4) 8d 1" x 6" or 1 Pyx 8" 2 - 8d per support NAILS INTO SILL PLATE. Li Li Li 1" x 10" or wider 3 - 8d per support NO. ISSUANCE DATE \ I I AIL ATHING SILL P FLOOR JOIST RELEASES -- r8d NAILS @ 4" O.C. Structural Panels FLOOR SHEATHING 2 ( ) „# 5 REBAR `�' D p ♦ D D ° ° D D D p ♦ D ° a p ° ppD D O p p 0 . D ° D D ° D D ° D D p D D D D p ° . D. ° D ° D SEAL: _ . D ° DD p D ♦ D D ° ♦ D ° D ° Da D ° DD D D D p p ° . D ° D 11 11 —_— D 2 X 6 SILL PLATE °. D p ° a DD ° ° DD ' D D D D D D °♦ D p ° p ° DD D D • D 1l Sd 6 edge / 12 field �D p ° DDp D ° D ° °p a D D ° ° O ° °D 9 p ° D ° ° ° ° D D D ° . D ° D D ° 1 Or less D D D D D D . D ° D D D . D greater than D D V. D ° D D • ° • D ° D D D D ° � 10d 6" edge / 6" field pp ° D TREATED. ° DD p D p ♦ D D p ° ♦ D ° DD D ° pD . ° p D° p ° • D ° pDD ° p• pD ° p Dp V. D D D D D ° p ° D Diagonal Board Sheat')ing ° D D D ° p • D ° D ° D ° . D D ° • D D ° • D • D D p D D ° • D ° Op ° p. D ° DD p D D ° D• ° ppD D D 1" x 6" or 1" x 8" P ° °DDO° D♦ pDD° D °DDD• D p DDDpbDD°Dp 0 DDDQDDppD '° D Op° p Opp Dp D pDDDD ° D DD ° DpDDp ° ° PF'� ARC& 11 DD ° D D ° DD ° D DDO D D D D ° D ♦0 ° D°° DDp ° p°♦ Dp ° D D ° Da p ° °pp C Op SEE FOUNDATION DWG. ° ° ° p ' p ' ° p° D p • D ° °D ° ♦ p p D ° ° �'�P VO 2 - Sd per support D G. Lp F I" x 10" or wider 3 - 8d per support FOR DESIGN D D �8 X 12 A.B. @ 48 O.C. p ° • ° ° D D D co S ♦ D D D D ♦ D p. D ° DD D D D D ° . D ° D ° D p 0 D D p D D W/ FENDER WASHER. 0 • p ° D D p D D D D D ° • p D ° , DD ° D D D D D • p D D ° • Q . D ° D D D ° D ° D ° ° DD D D D ° D ° DD D ° D D D• D D ° D D D p ° p. D D ° D D D D ,D °♦ D o ° ° °p D • D p O D D p D • p p O D D ry� a D a D ° p p ° D a D ° D D D D D D D p ° ♦ D ° p D ° D ° D D D D D ° D • D ° D aL Nailingrequirements are based on wall sheathing nailed 6" on-cen er at the panel edge. If wall sheathing is nailed D D D D D p ° - D D ° ° D D , . D p D ° ♦ p ° on-center aa panel edge to obtain higher shear capacities , nailing requirements for structural members shall i be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SECTION DIAGRAM When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to ELEVATION DIAGRAM Q' 03242 be reduced to 1 - 16d nail per foot. � .L qrF o F NES HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH DESIGN CRITERIA: GROUND SNOW LOAD — 4 WEATHERING - SEVERE FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT WIND SPEED - 130 MPH a o tfr SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES Of �r a a= LYWOOD SHEATHING 2 X 6 STUD WALL STA15-20 GAUGE : nCCcc''��++���� rrDDII ��pp nn STRAP TO STUD METAL STRAP @48" O.C. �6'L�I�IV�AJ�A6Zt �N�JE�IWI�TH AMERICAN FOREST PRODUCTS WOOD FRAME 0 W/ (4) 8d NAILS + 12" FROM EACH CORNER CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. TWRAP AROUND SILL PLATE. USE � h h (4) Sd NAILS INTO SILL PLATE. 2 X 6 TREATED O 10 0 SILL PLATE NAIL SHEATHING TO SILL PROJECT: a 100 � < 30 0 PLATE USING Sd NAILS @ 4" O.C. - (2) #5 REBAR CONTINUOUS Main Rd. Residence o a ERMITE SHIELD AND a WINDOWS - GLAZED OPENING GABLE- Ro❑rS SILL SEAL. -- U__ HIP ROOFS PROVIDE 8d COMMON NAILS @ 4" O.C. 5/8 DIA. x 12" A.B. @4811 FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING 10 0 0 AT HIGH PRESSURE ZONE. O.C. - TYP. +12" FROM GRADE 6" MIN. BELOW 10 < � < 30 EACH CORNER. W/ FENDER WASHER. TOP OF CONC. THE LARGE MISSILE TEST CERTIFICATION OF ZONE 11 ASTM E 1886-97 AND ASTM E 1996-99 @ 6" O.C. AT ALL OTHER PORTIONS OF THE . OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES LOCATED ° ° ROOF TYP. LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING OT TO WIND ZONE If/, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING WATERPROOF ALL TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 1/2" EXPANSION SEAL .. ; ; URFACES BELOW w Cutchogue, NY k, 10 GRADE (TYP.) o a PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY : r akl 4" CONC. SLAB z Jh W/6x6 #10/#10 WWM A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 DRAWING NAME: OR ' � ' PROVIDE 8d NAILS ® 4" O.C. AT PERIMETER INTERIOR 2" X 4" KEYWAY CONSTRUCTION -} 10 < B 45 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. . . B - QUICK GUARD STORM PANELS. 631 - 287 5330 ar Pr — 0 0 OR y C - PLYWOOD PANELS AS PER CODE al D - D DOCUMENTS NOTE : a = 4 FT. IN ALL CASES (2) #5 REBAR IV p ° D COVER SHEET PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF GABLE REEFS' CONTINUOUS ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. 10 0< -0 <, 45 0WIND DIAGRAMS X 16 PC. FTG. SET ON UNDISTURBED SOIL SET 36" BELOW GRADE DRAWING NUMBER: DRAWN BY: AC` SET: NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM CHECKED BY: 1`1Cti' CD SCALE: 1411=11-011 SHEET: /'� CURRENT 03 • ,G J ISSUE DATE: 11-10-206 28 South Harbor Rd. outhNY 11971 AME DUTY CAST IRON 631.80.80 6.2537 FRAME&COVER TO GRADE 6'SLAB FOR NON-TRAFFIC BEARING SLAB FOR TRAFFIC BEARING On APPROVED INLET PIPE MIN.4"DIA. PITCHED "PER FOOT APPROVED OUTLET PIPE AS REQ'D \ ` a ❑ 0 MIN.4"DIA. PITCHED J"PER FOOT Az / \ / \ 3'MIN.COLLAR \ DIA.AS NOTED ON PLANS BACKFILL W/CLEAN SAND&GRAVEL \ 38 DRYWELL DETAIL ♦♦ / GEOTEX ILE FABRIC RIC O / ♦Q / WOODORMETAL PROPOSED SILT FENCE SUPPORT POSTYS FLOW DIRECTION EXCAVATED& EXIST. 0. / •�� BACKFILLED GRADE TRENCH / PROPOSED DRYWELL 8' DIA x6' DEEP I 41 h / 3 PERMIT SET 1 APRIL 2021 EXIST. GARAGE // ` \ / PROPOSED _— -- 2 PROGRESS SET 2O 1 PRICING SET 18 FEE BRUARYRUARY201212 TO BE DEMOLISHED / 1 STORY FRAME 1 NO. ISSUANCE DATE >>; / \ GARAGE/STORAGE RELEASES � \ /> SILT FENCE DETAIL A 2 SEAL: O RED RC AREA OF NEW 7, �.- \ \ GRAVEL DRIVE n �' 03 OF NE EXIST. DRIVEWAY ` 2 STORY FRAME TO BE REMOVED , p DWELLING \ GRAVEL DRIVE COVERED \ CONC. BRICK PROPOSED STAGING ` \ \ P�� STOOP \ L PROPOSED CONCRETE WASH OUT \ PROPOSED CONST. ENTRANCE PROJECT: Main Rd. Residence 00 AREA: 22,252.37 s.f. or 0.51 ACRES DRAINAGE CALCULATIONS PROPOSED GARAGE Cutchogue, NY 961 S.F. X 0.166 = 159.5 C.F. .. � DRAWING NAME: PROPOSED DRIVEWAY SITE PLAN 340 S.F. X 0.166 = 56.4 C.F. TOTAL REQUIRED = 215.9 C.F �' ��`'� 1 SITE PLAN 1 - 8' DIA. X 6' DEEP DRYWELL PROVIDED = 265 C.F. DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: CD SCALE: 3/3211=11-0t' SHEET: PROJECT No 21-01 1 .00 CS 20 X 36 EVERY 32" O.C. A CHITECT USE WRAP STRP W/ GRACE 46'-1 1/2" �. VYCOR IN CONTACT W/ ou hold,NY Harbor South 971 PRESSURE TREATED WOOD 631.806.2537 5/8" DIA. X 18" HOT DIPPED 4' HIGH P.C. GALVANIZED A.B. ®4 8" O.C. FOUNDATION WALL TYP. NOT MORE THAN 12" 8"X16" P.C. 12" DIA. SONOTUBE TOP OF IST FLOOR SUBFLOOR FROM EACH CORNER FOOTING W/4"X4"ACID POST - - W/ 3"x3 X3116- SQ. WASHER __ _ _ _ _ _ _ _ W/SIMPSON BASE PLATE ELEV: 0'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —� COP—R—TEX TERMITE SHIELD CONNECTOR TYP. - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - i 8" POURED CONCRETE WALL T-0" I I I 8 22'-5" I I 21'_8 1/2" w I WATERPROOF ALL SURFACESry (� lo lo v I M 8 BELOW GRADE W/ WARM N DRI I I Co o I CRAWL SPACE C0 ° 2" P.C.RAT SLAB I ❑ a' d ° d ED CLEAN SAND BACKFILL I I I — co LL 2„ CONC. SLAB I a M c M I I SLAB ON GRADE I ( I �I /�\/ / ad° a N I I 4" P.C.SLAB I I I I ( � ��/�� a ° a ° W/6X6#12/#12 WWM I \ \ \ d d C \\X\ N El VAPOR BARRIER d l _ COMPACT SAND I I _ - - — — N - - - - - - - - - - - - - - - - - 12" DIA. SONOTUBE g_W/4"X4"ACQ POST \ j ° II I I KEY WAY W/SIMPSON BASE PLATE - - _ NCONNECTOR TYP. _-- — — — r., 2'-9" 2'-0" - III III III III I I III I �U) DROP WALL I - - - - - — J o 1'-4" UNDISTURBED SOIL FOR GARAGE DOORS N — — — — — — — — — — — — — — — — — — — — J L- - - - - - - - - - - - - - - - - - - - - - - - 12" DIA. SONOTUBE W/4"X4"ACID POST 9'-6" 2'-0" 9'-6" 4'-9" 2'-0" W/SIMPSON BASE PLATE OA CONNECTOR TYP. 2 TYP. FOUNDATION WALL \1'-4�1/ 1'-4 1/2" SCALE: 1 112"=l'—O" 23'-9" lo, 22'-4 1/2" 1 FOUNDATION PLAN • 4 REVISED FOR BLDG DEPT 09 JUNE 2021 3 PERMIT SET 1 APRIL 2021 2 PROGRESS SET 20 MARCH 2021 1 PRICING SET 18 FEBRUARY 2012 NO. ISSUANCE DATE RELEASES SEAL: D Aqc C.V040 P e 46'-1 1/2" 01 3 1/2" 01 11'-101/2" 11'-5" 11'-01/2" 11'-6" � 032421 �QQ� N OF NES N 3 1 3/4" X 12" LVL of 2"X10" R.R. 2"X10" R.R. -- @ 16"O.C. @ 16"O.C. cl� p Ili o Wo ifl 00 m X C:) w U of � I J Q (V (2) 1-3/4x11-7/8 ML W/3/4"STL/ FLITCH PLATES STRUCTURAL RIDGE BI M X O STORAGE r %4'MAHOGANY C/) �, RISERS & DECK I (UNFINISHED) � ci j B ARDS PROJECT: NCID o (0 II ! !� Main Rd. Residence Cl) - ---I 1 GARAGE 22'-9" x 22'-9" -- SLAB ON GRADE 4" P. .SLAB 1 OAO '1 W/6X6#1 /#12 WWM N ' STEPSCutchogue, NY V4" MAHOGANY N RISERS & DECK - BOARDS DRAWING NAME: 2'-10" 1'-°" PLANS 100 p9'-6" 2'-0" 9'-6" -3 1/2" 10'-1" 10'-0" PROJECT �41 1'-4 1/2" 23'-9" 22'-4 1/2" DRAWING NUMBER: DRAWN BY: SET: MIN. HEADER(2) 1 3/4"X 9 1/2" LVL CHECKED BY: CD T L O P A SCALE: 1/4"=1'-0" SHEET: PROJECT No 21-01 2 .00 AD Y-QWSIK ARCH FCT 28 South Harbor Rd. outhold'NY 11971 631.806.2537 5/4'X8"CEDAR TRIM PAINTED BLACK 1 I_-; -;. :- -I NEW ASPHALT SHINGLES I I' I' II I ' I III, 214' R8, CEDAR L --11 - + I NEW ASPHALT SHINGLES 5 1 5/4'X8"CEDAR TRIM I SHINGLES PAINTED BLACK /4'X8" CEDAR TRIM _J ��NG IES PAINTED BLACK I I ! I I I I I I I I , I - 1 I I I I I I — I I I I i I -. � � --', I _I I- I--� J-- _1-1 4.1 1-L I- 1 I I I I I I I I I I I I I I I I I II I I i I III 11 1 I_I-I i- I 11 I -• I I�24` 'R&R ICED R I I I I III- II I " CEDAR X6 -- �S I INIl� I , I TRIM PAINTED - I I I lj I I II j I I A A I BLACK TY J I- GARAGE DOORS O O :CASING �I - - GARAGE DOORS r A A 1 I _ l � I I IJ1 I ' I I • I 1 I -� 1 I I II I I I.. I i - -� I %q" MAHOGANY 5/a" MAHOGANY RISERS & DECK RISERS &BOARDS DECK � B � 5/4"X6"CEDAR BOARDS � TRIM PAINTED - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - — - - - -� — - - - - - - - - - - - - - - - - -BLACK�TYP — - - -_ — IT CASING 1 . SOUTH ELEVATION 3 WEST ELEVATION 3 PERMIT SET 1 APRIL 2021 2 PROGRESS SET 20 MARCH 2021 1 PRICING SET 18 FEBRUARY 2012 i ISSUANCE ° AF? �o.vo�os r� ST 03242 yOQ qrF OF NES I 5/4'X8" CEDAR TRIM PAINTED BLACK NEW ASPHALT SHINGLES I' NEW ASPHALT SHINGLES I 1 I II-i 1 5/a"X8"CEDAR TRIM j PAINTED BLACK 5/q"X8" CEDAR TRIM _ PAINTED BLACK 1 , , I I I I I I I I I -I I r I - - - - - -IJ� - J - ' I I ' , I r I 1 I , II II - - . I I , 24" R&R E,DAR !t I I j I r r SHINGLES • � � - �--J�_ � -_ , }1 �-�- � - — I i 1 ClII r1 i I I I I I I I _ I,I I . i I -I -_ I _I I I I ---! �1 I - i / a"X6" CEDAR TRIM PAINTED PROJECT:5/a X5'CEDARCEDATRI PAINTED 24 R&R BLACK-TYP IS INGIESI BB CASING AGK-TYP (ASING Mai n Rd. Residence I I 1 1 I li I II I I I I - - P 5/q"MAHOGANY 1SERS & DECK BOARDS — - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - — — — — — — — — — — — - - - - - �-- - - - —Z—— - - - - - - - -- - - - - - -- Cutchogue, NY DRAWING NAME: ELEVATIONS 2m NORTH ELEVATION DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: CD 45 EAST ELEVATION SCALE: 1�4"=1'-0" SHEET: PROJECT No 21-01 3 * 0 I AD QSIK ARCHITECT 28 South Harbor Rd. outhold,NY 11971 631.806.2537 ASPHALT SHINGLES TO MATCH EXIST. N OVER"'CDX PLYWOOD rn = OVER 2"X10" R.R. M Q o - J m Q UNFINISHED q SPACE 80 ej UNFINISHED O SPACE I 3/4"CDX PLYWOOD ��� OVER 11 8 T .J.I.'s 4" P.C. SLAB 8" P.C. FOUNDATION WALL — 8" P.C. FOUNDATIUPJ WALL W/8"X16" P.C. FOOTING W/8"X16" P.C. FOOTING 2" P.C. RAT SLAB " LONG SECTION 4 REVISED FOR BLDG DEPT 09 JUNE 2021 3 PERMIT SET 1 APRIL 2021 2 PROGRESS SET 20 MARCH 2021 1 PRICING SET 16 FEBRUARY 2012 ISSUANCE N N 12 \S.�EaEo q9c Q�C�POp,M c. o ASPHALT SHINGLES TO MATCH EXIST. UNFINISHED OVER 8" CDX PLYWOOD 9�F �32g21 SPACE OVER 2"X10" R.R. OFTL —LL ao C' o 6 B ------------ 4 3/4"CDX PLYWOOD OVER 11 8'T.J.I.'s 8" P.C. FOUNDATION WALL W/8"X16" P.C. FOOTING PROJECT: 2" P.C. RAT SLAB Main Rd. Residence Cutchogue, NY DRAWING NAME: SECTIONS - BUILDING 22 CROSS SECTION THROUGH STORAGE DRAWING NUMBER: DRAWN BY: SET: `I. . X021 CHECKED BY: CD � SCALE: 1/4"=1'-0" SHEET: r PROJECT No 21-0I 3A