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HomeMy WebLinkAbout50365-Z hod*Of SOulyo�o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971, CERTIFICATE OF OCCUPANCY No: 45912 Date: 01/30/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 36570 Route 25 Cutchogue, NY 11935 -- Sec/Block/Lot: 97.-3-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/18/2024 Pursuant to which Building Permit No. 50365 and dated: 02/22/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage to an existing single-family dwelling as applied for. The certificate is issued to: Route 25 LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50365 12/9/2024 PLUMBERS CERTIFICATION: CA h ' d Signature elk" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY y�pl p!if 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#: 50365 Date: 2/22/2024 Permission is hereby granted to: Route 25 LLC 200 Skunk Ln Cutchogue, NY 11935 To: demolish existing garage and construct a new accessory garage (to be accessory to residential use) as applied for. At premises located at: 3667.0 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-3-2 Pursuant to application dated 1/18/2024 and approved by the Building Inspector. To expire on 8/23/2025. Fees: - DEMOLITION $234.20 ACCESSORY $450.00 CO-ACCESSORY BUILDING $100.00 Total: $784.20 Building Inspector pE SOI 0 Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q BUILDING.DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Route 25 LLC Address: 36570 Rt 25 City: Cutchogue St: NY Zip: 11935 Building Permit#: 50365 Section: 97 Block: 3 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Indoor We Basement F Service F Solar (— Outdoor I✓ 1 st Floor F Pool r Spa r Renovation I— 2nd Floor I— Hot Tub r Generator r Survey I— Attic r Garage X Battery Storage r INVENTORY Service 1 ph [— Heat Duplec Recpt 15 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph (— Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 80A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Other Equipment: 80A Sub Panel 30 Circuits / 13 Used Notes: Acc. Garage Inspector Signature: X Date: December 9, 2024 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 36570Rt25GarageE lectric OF SO�lyOlo * 'TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 S INSPECTION [ FOUNDATION 1 ST/ REBAR :[ ] ROUGH PLBG. rFRAMING NDATION 2ND [ ] INSULATION/CAULKING [ /STRAPPING [ ] .FINAL [ ] FIREPLACE- & CHIMNEY [ ] .FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] . FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] NTAL REMARKS: r DATE b .INSPECTO 50, 365( 0 �T � NOE SOUIy TOWN OF SOUTHOLD BUILDING DEPT. um, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING' [ ] FINAL ] FIREPLACE & CHIMNEY . [- ] `FIRE SAFETY INSPECTION ]--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION L4' ELECTRICAL (ROUGH) [ j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 6LL(,k Tll� ov\, s e e- mec�v�4 0 Co ©�e DATE O INSPECTOR LAa4,k�.. SOUIyo� 160 /VJ # TOWN OF SOUTH&LD BUILDING DEPT. o �a� 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] .ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSRECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE..RESIS,TANT?ENETRATION [ ] . ELECTRICAL (ROUGH.), . 6LECTRICAL (FINAL) [` ] CODE VIOLATION `' ] PRE C/O [ ] RENTAL REMARKS: uke- 6A."', L)ALA418 PiVA 04 1 d. DATE / 'INSPECTOR UE SOpTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 1 NSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f . ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR In DATE i Wy -INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS �. ro FOUNDATION (1ST) cn --_ -- - —— FOUNDATION (2ND) -- --- r Qom. %6 Q z -{}— 0 ll � ROUGH FRAMING& - V PLUMBING lzt t� INSULATION PER N.Y. STATE ENERGY CODE -- FINAL ADDITIONAL COMMENTS a3�aq -N� -7 jq.z6 A t /o � • ,t-�,. 2` wok 00 c c4f OS3 2 Z rY)e rS1 SAP Q/1 C C� - n' - -- ---- - = - --- 00 _ 0 �o\PS°fFo���oGy�� TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT r Office Use Only PERMIT NO. Building Inspector: JAN 1 8 P-024 Applications and forms-must be filled out iri their entirety.:Incompiete applications will,not be-accepted.-Where'the.Applicant is not the:owner,an Owner's Authonzatlori'form(Page 2).shall be completed Date: 01NNER(S)OF PROPERTY I_=y Name: p V f C", SCTM#1000- Project Address: ` f o /-� a ►. �{ (�'1- ( k ,ice W l q 2•f Phone#: 0/— 3 / Z Email: eioloc L <oh t-rc c ?ln Mailing Address: S � CONTACT-PERSON: } r Name: E 4, , o 0 . o C Z Mailing Address: G 3 0 I/-- Phone#: t)f Sq °I — / 9y Email:e1, °� r , hrr..t I, e- DESIGN PROFESSIONAL INFORMATION Name: {�I.1 I C fA t v Mailing Address: () 5 2 ti �' /� 6 v -y D/ Phone#: (y f Email: a— n„a _;CONTRACTOR INFORMATION L Name: Mailing Address: 3 76 M(�0. k C�r e ! ro tv- Phone#: �� ( "I — ,�I J ?i Email:e(o IPTION�OF PROPOSED CONSTRUCTION �- t-�.,,� Y �� � � f ,' 4 N$Jew Structure ❑Addition ❑Alteration ❑Repair K;pemolition Es i ated Cost of Project: ❑Other $ � ,r b Will the lot be re-graded? ❑Yes' Zo Will excess fill be removed from premises? ❑Yes Nlo i 1 PROPERTY-I N FORMATION. Existing use of property: Intended use of property: C d-I / Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to f this property? ❑Yes Ki o IF YES, PROVIDE A COPY. -ti.Chbek Box After Reading: The.owner/contractor/design professional is responsible fog all drainage and storm water issues-as provided by , Chapter 236 of the'Town code APPLICATION IS-HEREBY MADE to the Building Department for the'issuance of a Building Permit pursuant to the'Buildmg Zorie' Ordinance of the Town of Southold,Suffolk,county,New York and other applicable laws,ordinances or Regulations,for the construction of buildings; � . additions,alterations or for removal or demolition as herein described.The;applicant agrees to comply,with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises a4in building(s)'for necessary inspections.False statements made herein are punishable;a;a Class A misdemeanor�pursuant to,Sectlorr210 45tof file Naw YorkState Penal Law: ; i a _ ., Application Submitted By(print name): Eli 9i I* Authorized Agent ❑Owner Signature of Applicant: 6,1040© ® � o Date: STATE OF NEW YORK) SS: COUNTY OF �'JI b L 9 /n�- l� being duly sworn, deposes and says that(s)he,is the applicant (Name of individual signing contract)above named, (S)he is the Ge( _" (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 knowl dge nd belief; and that the work will be performed in the manner set forth in the applicati ewith. Sworn before me this �f (� day of d�U�� , 20 2% �- SA%Dtmy\jD.uf WdEG H NOTARY PUBLIC-STATE OF NEW YORK No.02SA6407223 PROPERTY OWNER AUTI-IORIZATI11Mfied in Suffolk County (Where the applicant is not the�rQc)r)rimission Expires 05-1 f3-202a 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 cuFF014, � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o 5A Town Hall Annex - 54375 Main Road - PO Box 1179 `n '? Southold, New York 11971-0959 oy • o�� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov - seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/9-MLL/ Company Name: lc l-1C /h C . Electrician's Name: F"mvS >0 Loft., License No.: 5 y2 Z6- M Elec. email,0, „� &t 1-cU"A Elec. Phone No:E)3(-3qr�_ f3o5"j ❑1 request an email copy of Certific9fe of Compliance Elec. Address.: �-3;.65 �A.Ln `�o4j ���, ,, A)Y �r5 �1 r�•r�d - eC, JOB SITE INFORMATION (All Information Required) Name: i2o>J� 2,T c.c. C ' Address: 36 s to 111-55 Cross Street: s k- z Phone No.: &31 -5 - i 3 Bldg.Permit#: -:�o 3 email: /off e _ p l: r o® w oo ,oo"% Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): cl 1. � (mac. �_J= I.'L Sf_r4j}e Square Footage: I 5vo Circle All That Apply: Is job ready for inspection?: YES NO ®Rough Inind 11 Final Do you need a Temp Certificate?: D YES 0 NO Issued On Temp Information: (All information required) Service SizeF1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire ReconnectElFlood ReconnectOService ReconnectOUnderground QOverhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 2 l 22-4 :a•4 o-K* J 4 (o ff' rccA 10 8 'q Z %11 FQtKC BUILDING DEPARTMENT- Electrical Inspector �4 Gam' TOWN OF SOUTHOLD cm Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4, o� Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(pDsoutholdtownny.gov seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/a /a.'1 Company Name: ,, It j-Ic the . Electrician's Name: ra,�� l® Lo• E License No.: "22-6- M`,I�, Elec. email•�p Elec. Phone No:�b 3/-37q- Oo5i ❑1 request an email copy of Certific9fe of Compliance Elec. Address.: -e.v- -d .! JOB SITE INFORMATION (All Information Required) Name: Z. Lz. C Address: 36 s-lo , n a t Ili-55 Cross Street: s t L Phone No.: G 1 •-5 cl,- ,3 Bldg.Permit#: 50 3 6 5- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): f•Cr , 1 1 -f G F-I i n C� 1r* C- r �K/P ror- f5 V �/ �u.H�o�id Or/ Square Footage: TC71 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ®Rough Inind ❑ Final Do you need a Temp Certificate?: ❑ YES�J,NO Issued On Temp Information: (All information required) Ph❑3 Ph Size: A # Meters Old Meter# Service Size❑1 ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION p, ZT J 2-4 �:mat I c-K* / q64 rc cs,- 10 8 49 2Z PERMIT# Address: I Switches 1 Outlets G F I's ,.: Surfac � Sconces H H's UC Lts Fridge ' HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water BondLights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Ampa Have Used Sub Amps r)) Have 7 o Used � Comments f OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex h, raf S�UT P.O.Box 11 54375 State Route 25 Southold,NY 11 971 (cor.Main Rd. &Youngs Ave.) Southold,NY 411 Telephone: 631 765-1938 v, www.southoldtownny.gov coUNTI,a PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 9, 2018. Michael A. Kimack, Esq. 321 Riverside Drive Riverhead, NY 11901 ; Re: Approval - Site Plan for East End Tick & Mosquito Pest Control 36570 Main Rd., f420' s/w/o of Skunk Lane & Main Road, Cutchogue SCTM#1000-97-3-2 Zoning District: Limited Business (LB) Dear=:Mr-'-Kimack:. .. ,.. The following:resolutions::were-adopted at a meeting of the Southold Town Planning Board on Monday, January" 8, 20r1.8:, WHEREAS, this Site Plan Application js for the proposed conversion of an existing building to a single family dwelli.ng_with-an attached business office with four(4) parking stalls on 0.25 acres in the Lirhited Business (LB) Zoning District; and WHEREAS, on October 22, 2014, the-Suffolk County Department of Health Services (SCDHS) granted approval C10-14-0002 for a "non-medical office and apartment" @ 265gpd; and WHEREAS, on March.30,2016, Michael Kimack, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on April 20,2015, the;Planning Board found the application incomplete for review and required-revisions-land additional information; and WHEREAS, one May 27,.,2015, Michael Kimack, authorized agent, submitted a portion of .the required materials:for.:review;..and... WHEREAS,-,on June 2, 2015, Michael Kirliaek, authorized agent, submitted a portion of the required materials for review; and East End Pest Control Page 2 January 9, 2018 WHEREAS, on July 1; 2015, Michael Kimack, authorized agent, submitted a portion of the required materials for review; and WHEREAS, on July 30, 2015, Michael Kimack, authorized agent, submitted a portion of the required materials for review; and WHEREAS, on August 3, 2015, the Planning Board referred the Site Plan Application for to the Zoning Board of Appeals (ZBA) for review and interpretation pursuant to Town Code Section 280-146(D)(1). The Board sought clarification as to whether a variance was required for the application, or if the Stanley Malon Decision.File# 5383 applied to the LB Zoning District as well as the General Business (B) Zoning District; and WHEREAS, on September 14, 2015, Michael Kimack, authorized agent, submitted a revised site plan for review; and WHEERAS, on October 20, 2015, the ZBA provided interpretation #6885 that the Stanley Malon decision, file#5383 applies only to the General Business (B) Zoning District and does not apply to the LB or any other Zoning District; and WHEREAS, on November 6, 2015, the Planning-Board referred the application to the Building Department requesting a review of the Notice of Disapproval in light of the ZBA decision #6885; and _ WHEREAS, on November 19, 2015, Michael Kimack, authorized agent, submitted a revised site plan for review; and WHEREAS, on January, 11, 2016,.a renewed Notice of Disapproval was issued by the Building Department; and WHEREAS, on February 16, 2016, Michael Kimack, authorized agent, submitted a revised Site Plan and business operation details as required for review; and WHEREAS, on March 9, 2016, the Planning Board required the submission of materials and plans-.ta=mem'or"ialize-the.changes to the.plan that was originally reviewed by the Building Department; and WHEREAS, on March 15, 2016, Michael Kimack, authorized agent, submitted a revised site plan for review as required; and WHEREAS, on April 4, 2016, the Planning Board formally accepted the Site Plan Application as complete for review with revisions to be made immediately; and WHEREAS, on April 4, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does'not meet any of the-thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and East End Pest Control Page 3 January 9, 2018 WHEREAS, on April 14, 2016, Michael Kimack,.authorized agent, submitted information for review as required; and WHEREAS, on April 20, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments, and performed a coordinated review under SEQRA; and WHEREAS, on May 2, 2016, a Public Hearing was held and closed; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on June 2, 2016, the New York State Department of Transportation (NYSDOT) determined that the applicant required a Highway Work Permit; and WHEREAS, on June 20, 2016, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 30, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on July 7, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on July 8, 2016, the Southold Town Engineer reviewed the application and required revisions to the Site Plan in order to.meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 11, 2016, the Architectural Review Committee (ARC) approved the proposed action as submitted; and `WHEREAS',.on July 1-1,-:2016.,the'Southold Town.Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, at a Work Session on August 10, 2016, the Planning Board reviewed comments from the Public Hearing, referral responses and staff analysis for the proposed application and'required revisions to the Site Plan and additional information including the relocation of the proposed driveway and curb cut to NYS Route 25; and WHEREAS, on October 19, 2016, Michael Kimack, authorized agent, submitted revised Site-Plans and additional information as required; and East End Pest'Control Page 4 January 9, 2018 WHEREAS, on October 25, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the revised application to the Cutchogue Fire District, NYSDOT and Town Engineer for their comments; and WHEREAS, on December 14, 2016, the Southold Town Engineer reviewed the application and,required revisions to the Site Plan in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on December 22, 2016, the Planning Board reviewed comments from referral responses and staff analysis for the proposed application and required revisions to the Site Plan and additional information; and WHEREAS, on February 14, 2017, Planning Department staff coordinated with the applicant to provide certain revisions to the Site Plan as required by the Planning Board; and' WHEREAS, on April 4, 2017, Michael Kimack, authorized agent, submitted revised Site Plans and additional information'as required; and WHEREAS, on April 11, 2017, the Planning Board determined to re-open the Public Hearing in light of revisions to the Site Plan regarding potential impacts from the proposed driveway/parking location to the adjacent residentially zoned parcel to the west. Revisions were required to mitigate this potential impact as identified through Public Hearing comments and Site Plan review. These revisions included the relocation of the driveway access to the east side of the parcel, closer to the existing commercially zoned parcel, the parking of commercial vehicles from the front of the building to the rear, and the addition of evergreen screening and shade trees. The Board found that a hearing on the revised plan was necessary to provide adjacent neighbors and the general public the opportunity to comment on these changes; and WHEREAS, on May 8, 2017 the re-opened Public Hearing was held and closed for the revised Site Plan application; and •WHEREAS, on May 18, 2017,.the..Planning Board sent a request for a use certification to the building department for the proposed action; and WHEREAS,-on May 25, 2017, the revised application was referred to the Cutchogue Fire District and Town Engineer for their review and comments; and WHEREAS, on May 31, 2017, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on May 31, 2017, the Chief Building Inspector provided comments regarding the request for a use certification and stated that the subject application was not ready for East End Pest Control Page 5 January 9, 2018 certification due to an expired notice of disapproval that required multiple area variances to be obtained from the ZBA; and WHEREAS, on June 6, 2017, the Cutchogue Fire District reviewed the proposed action and determined that there was adequate access and fire protection for the subject parcel; and WHEREAS, on November 22, 2017; the ZBA granted the variances as requested pursuant to file#7098 with two conditions: (1) The.subject structure may not be demolished pursuant to the provisions in Section 280-4 definitions which prohibits reconstruction of a. structure or portion thereof that exceeds 50% of the market value of the existing structure ,before the start of removal; and (2) The proposed use must obtain site plan approval from the Southold.Town Planning Board. Failure to do so will render the variances granted herein--nu 11-and.void; and WHEREAS, on December 18, 2017, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have-been met; and WHEREAS, on January 5, 2018, the Southold Town Chief Building Inspector reviewed and certified the propose single family dwelling with business office as a permitted use in the Limited Business (LB) Zoning District pursuant to ZBA file #7098; be it therefore RESOLVED; that the Southold Town Planning. Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and,be it further RESOLVED., that the Southold.Town Planning Board hereby grants Approval With Conditions, listed below, of the site plan shown on the survey for SCTM#1000-97.-3-2, prepared by John T. Metzger, LLS, dated November 1, 2012 and last revised March 1, 201.7, and authorizes the Chairman to endorse the site plan after Condition 1" below is met. Conditions 1. Prior to the Chairman endorsing the site plans, the following must be completed: a. Obtain a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide a print of the permit to the Planning Board; 2. All work/commercial vehicles and trailers are to be located in the rear of the property, no commercial vehicles/trailers are permitted to park in front of the building; East End Pest Control Pate 6 Janua 9 2018 3. Maintain the double row of 6' high evergreens, 10' on center, along the west property line and a single row of 6' high evergreens, 5' on center, along the length of the garage; 4. Maintain the boxwood hedge to screen the front parking area; 5. All required plantings shown on the site plan must be replaced in kind if they die or are removed for any reason; 6. The existing storage garage may be used only for residential storage or for commercial storage of non-hazardous and/or nontoxic products; 7. This approval is for the administrative office for a service business for the purpose of scheduling, billing.-and routing of two service vans and technicians; 8. The design and capacity of the site is for three (3) employees and two (2) work vans; 9. Business hours are generally 7am — 5pm and occasional Saturdays gam— 12pm; 10.The site has not been.designed for public access of any kind. Employees only; 11.Any changes-to the-above conditions require an amended Site Plan application and approval.by-the Planning-Board. Please also;note the following requirements in the Southold Town Code relating to Site. Plans: 1. Any new lighting fixtures beyond-those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property bbundaries and conform-to.§172 of the-Town Code; 2. All.storm water run-off from grading, driveways and gravel areas must be contained on site; 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work; 4. Approved Site.Plans are valid for eighteen months from the date of approval, within which time all,proposed-work must be completed, unless the Planning Board,grants an extension; East End Pest Control Page 7 January 9, 2018 5. Any changes from the Approved Site Plan shall require Planning Board approval; 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspectlhe-site-torensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, r. Donald J. Wilcenski Chairman EncL cc: Building Dept. w/.map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Applicant [date: Signature: �� SCDHS.Rel.# CIO-14-DO02 SURVEY OF PROPERTY . N AT CUTCHOGUE TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. 1000-97-03-02, SCALE. 1�=20' Suffolk County lkps onentofIR Services NOVEMBER 1, 2012 ApptnvalforCotuwc"oa-OII1er7han Single Family JULY 3,2013(BOARD OF HEALTH 91RVEH g 2 f} A MARCH 27,20/4(R•rldbnsl Reference No. CIO-* Desi Design A'•G.2014(nvfsionvl a ,F\ M n•T t<AY 28,20I4 IRIVISI—) t,1 M �' I •�� DULY 23,2014 lrnv4l•nsl U5Q5) These plarc love beset reviewed for general c04nne""with 5 Roll' Cnu ty Department of Health Services standards,mtating to water supply and sewage disposal•Regardless of any amasions,inconsistcm'r-s or lack of detail.construction is required to be in accordance f al ly "b, permit conditions and applicable standards unless sped I Y"+' she Department.This approval ezpira 3 years from the approval date. 9� unleaextendedorrenewcd. OCT 2 2 2014 %�-�-�-• -'� - rM1]° �y� S� APpeo— vaiD— a� Reviewer ' �.� �'I` WATER LINES)MUST PE INSPECTED BY THE ' i1 / '�.9 SUFFOLK COUNTY DEPi.CF HEA-LTH r.ERVI:E+. � CALL B�i2.67.r.A,AB HO:IRE IN T.DYAIICE, ���pav dv+fifi" '10 �4 .�ql< TO BCHEpuLF.INOPECilON15. SEPTIG SYSTEM DETAIL S. ... Y NOT TO SCALE �\ o° / M1'a V �e•124 '�tl0• ;r a COMMERCIAL / 4 \ MARK'K.SWIVARYr AIA-ARCHFECT ribar/ .zees. vr,nrr abaw 9 e vx Z P.O.Bar 933 axo loves a ]r i•ex ro awnsae CU � 'Ln �. 7CHOGLhE,N.Y.'1935 as vvg, ' •yam .k 022339 FFEL U A' S�, �• 2 2 cuauf rau n• rr• - .�•-...risiY v 'yam 2y o rf Yt� v0 to �vv u.re r ,P .a. :8fnch tnMe slab ne a.• a flinch mile slab � a r�� n rocM1 [ 3 \\ nf� //, � 5•c`•�J P rew�nuoArm'o a.nre a.r � ue r r or '?+ tn ALL PIPWG TO BE C;1 >� SDR-35 PVC art r,.t no o,n O •'1 o M1 wdA� i 1c, g Y7 •?���bob ''G gin• •? -r ti ,Rea �f`.c Q. ed•011•;>' tt3 _. 1 ia,s q I. y PO ( y\ 5 SFWAfF CY57EM DESIGN CA LCULATIONS vQ !• \ �'' ,.1 Si _ 5'(RP'�y �� TOTAL AREA-11 644 SF �•• tr sraotuw.seruurivr (�(`' P.� c�'62 y TOTAL BUJLDING.Af1SA=_1149 SF u aoN ssAsoxu wcN wour+]w a L >� ,,tat I , I`p� F� 2 P NON.-MEDICAL OFFICE-]fIJ Iqfl. §0* > 1 I EV' a. 3R0ew.ft+0.06•22,i-GPDhaI• G rti �v AFAP.YMEN7 41' tell•2•95q k2c, 'r ` ..R v 2E5 GPO ` GARAGE 2BI q.il•0.08•17 GPD:rq.11- l�'yil q OTAL GPO 28S Gro ' 2G5 GAD r30C GPE - :.w SEP Tic FA,* 265•'2•.530 gal 2 DAY FLOW TEST HOLE DATA PROVIDE I PRECAST SEPTIC TANK 1200 qN q•LJOUID DEPTH `FDA LEACHwa PCO:zss G;O•265n.5%N.SW-177•yr,• BY MCOONALD GEOSCIENCE w ,b, PRO•ADE I LEACWNG POOL to'0•12.VEEP 7/5/13 q, tlI,6•t.9a-!Sai,a ;•+ 09; 15 . EXISTING SEPTIC SYSTEM f0 fffnnn111 D _s• y 'fi• BE FILLED IN TO SCDHS.SPECS � W M1� vu[It­rxs m umuv sum so >(1 -S� v.�'�`� o• WELL TO ABANDONED I >P RAIN RUNOFF CONTAINMENT DEC 1 B 2014 aej�' BULDING 8 GARAGE 1262 S.F. Soutnsln Tovn 1262•I •0.17.216 C.F. rY 0 216122.3=9.7 VF. PlznninP BoaN xo v.mz sNtbumcsca d: PROVIDE 2 DWS 6'9•5 DP. S. p0� PERVIOUS PAVEMENT , •b Aj�1•' 0 �• 1988 S.F. a,�a Sg6 PML Bw1,Dna 1988•0.6•0.17-203 C.F. 203142.2=5 VF. FEMA FLOOD ZONE X R G,�qa PROVIDE I DW.B'0•5'DP. WITH GRATE , G.1 j D f;LLI17 -LEVATIONS REFERENCED TO AN ASSUMED DATUM y�� SEppl:_,y�• \ ;E NO PUBLIC GAS SERVICE TO HOUSE y1P 7:5`, "l.1FF.cO.H;-ALTHurERVIC'S 0.fi e OF IY::STL'IATEi W T. AREA-10,664 80.FT. ; I' The locotion of wells, cesspoo/s&public water shown hereon ore `. y+K.'•�-+��� from field obserwtions and or from dato obtained from Others. Oct /da,goglg - -�•+•�vl+r m Dnc.dJRVEY IS A WOLADON `ICON NQ LIC. 49618 a SCDHS. Ref.# CIO-14-0002 SURVEY OF PROPERTY . . N AT CUTCHOG::VE TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. 1000=97-03-02, SCALE. 1'20' Suffolk County Depadmemof Henith Services NOVEMBER 1, 2012 Appmvdfar Construction-OgluThm Single Family JULY 3,2013(BOARD OF HEALTH S)RVEh _ g Z 6S a MARCH 27,2019 WNalvnB Aefercnm No C10-1Y. Desi nFlnw�L .•A;•6.2014(rn+lsianal !I. 111 II NAY ZS,2014 4iorld—) Ue A, cn I et'FT y.•/�+ �Onf 7('^o"T JULY 23,2014 1..UIonal Use These plane have been reviewed for general cant rmance wnh SURoD County Dgpa mentofHWllh Servicrosmndards,miatingtowatersupply. and sewage dispoml.Regardless of any omissions,inconsistem�es or lack of detail,eonsvuction is required to M in accardanca with the astached , permit conditions and applicable standards unless specifically waived by the Depanment.This approval-1"-3 years from the approval dale, unl ass extended or renewed• / 9Q OCT 222014 a 11 o,�� •� APpmval Dam Reviewer G� � , ' � WATER LINES)MUST BE INSPECTED eY THE �,o�• _•p '� $UFFOLIC COUNTI'DEPT.CF HEALTH SERVICES• Pas v* 1sd. �-J CALL e77•$764,4$HODR$IN I,DVANCE, - +�� �/66'n� d I •`s4,K. •L T05CHEOULF.INOPE!^ION(S. ..- i•" ARO I SEPTIC SYSTEM DETAIL NOT TO SCALE `de O+ 'T. _ •c COMMERCIAL ♦ q g•x �� y MARK K.SCfM19ARY,ALA-ARCHITECT �swun r..•es. �v',arr>.omn � s w P.O.Bar 933 ANo�mves e•we _ wn..es d• ` 2• \'• O CUTCHOfVE,N.Y'1935 cm+ux*o an.ne OZ233B FF El.aya 6t. -z TFAE qy eMvr Wt M M . • lnlT a R.aaA OF .d inch fnMeslab p Vol? n !� uaAau+rtN u+•r a roar •a• n a+• m a inch traffic slab y�P .a aapsJ, qy :��r flnn ur"�:.� �c• a.T 3..a,♦\boy 3 •yd `yS• �S P rroua FouuT�l '•rmc r az lae,�•cn rear �• `0• i dyt.` / .tn9 ALL PWLYG TO OF 1•�M.+DIA'�ci� m,p � vp I. 1 � J' No, �A SDfl-35 PVC � u� O `• ar✓ M1 d�S� 'n,�c ti • •, 90e Sr. g � •p�6.d r Sri' Cr r F i B SWACF.SYSTEM DESIGN CALCULATIONS Ia•a \ S•(� (�Q J TOTAL AREA•II 644 SF a lcoruw.sevpasrron �•$NP p TOTAL BUILDING,AdEA•-ft.49 SF N Fao,a sFAsanuwcN wour+ow a G.i. (1 a I 'I•y f QT'Z P NON:MEDICAL OFFICE-Stl0 Iy,ll• 3 no' n.N•0.0a•22tB[J'Dlxaf• AP20VMENT 477 epll•E•954 r, 'll Z ? e Fq^ ` v 22 �PD CAAAG_-28I q •O.OS•fT GPD,eq,lf. ' 4 TOT, GPO••265 Gi p Pj�• a rq?B� - 265 WD r30C GPC - ��—.•^ 9 SEPTIC TANK 265•'Z.530 go 2 DAY FLOW LEATEST HOLE DATA q�F 0 PROVNE I PRECAST SEPTIC TANK 1200 go 4-UOUID DEPTH BY McDDNAUD GEOSGENCE f �Ot� PRO" E I COL 265 GPO•265nSsq,(L 6W.177 ayft. _ 7 t5/13 qw Cb PRO'ME 1 LEACHING PO'IL 1V0•12.OE'EP J \ at xs^enom su.tt ssno �( O?y9 q, EXISTING SEPTIC SYSTEM TO (N M r 6 2 •q. BE FILLED IN TO SCDHS,SPECS v D P IE ORO.-C ro u[auu sua sn WELL TO ABANDONED RAIN RUNOFF CONTAINMENT BUILDING 8 GARAGE 1262 S.F. s>K 6a' 1262 I 0.17-216 C.F. SouNola Town IrrartbunrTaro 216/22.3=9.7 VF. no wAm+ °� PROVIDE 2 DWS 6'0•5 DP. Plznning 0aam y1 h�'OO P 89105F.PAVEMENT Cp p asyd 556 �HaE BUILO.NG 2031422.E 5 0.VIF•203 C.F. FEMA FLOOD ZONE X .6 2' WITH PROVIGRATE DE I DW,8'0 5'DP. ' ELEVATIONS REFERENCED TO AN ASSUMED DATUM ��o,rt ,v� AUG G 0 2014NO'PUBLIC GAS SERVICE TO HOUSE •♦v' 0'9 uf-r cO.H;ALTH SERvIC-s U]FiCE OF tti!;SfCF,'ATEn G4'T. AREA-10,664 SO.FT. The location of wells, cesspools Apublic water shown hereon are (`` from field obsermtions and or from data obtained from others. / c 4iki\ary •^�• M PR.T.gURV£Y IS VIOLA DON LIC, NIP. LIC, 4961_8 :fj�CO,N{t�6 , . S.C.T.M. N0. DISTRICT: 1000 SECTION: 97 BLOCK: 3 LOT(S):2 O� U.P. ��• 'lL PJ�� 66• � Q 0 ° U.P. LAND N/F �� \\ OF GHOST TOWN LLC G- <o G.. ...... a .. G 0".'•'•'•'•'•'•'•'•'•'•'•'••'•'.. ....... F�G - F ... ......... .....1... n �_0 V l o. Z 5 �F O •�� SO LAND N/F -� \ �0, 5 OF \ ��, �9 \ 0. y, PIPE ALEXANDRA & JOSEPH \\ ��0z MACARI \\ °'' ���� rok ::::::::::::::::::::::.: :. 6 : rli`. gp,R::::.............................. ....; PIPE 2.:.... ::::::::::::::::::: :: ::::`. : : :::: : :; O ;: rn. '..... 3:.::;: ::::.: GHOST TOWN LLC ��A n THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL END. LOC. 12-16-21 LOCATIONS SHOWN ARE FROM FIELD OBSERV477ONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,663.85 S Q.FT. or 0.24 ACRES ELEVA77ON DATUM: _ ________ UNAUTHORIZED AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. 771E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO IRE S7RUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ELIGIO LOPEZ; MAP OF: FILED: SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #221-2 12 SCALE: 1 "=20' DATE: DEC. 10, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk 4;2- S.C.T.M. NO. DISTRICT. 1000 SECTION: 97 BLOCK: 3 LOT(S):2 #C-20-0348 � / a t11� O� U.P. :D ` AUG 1 2 2024 SUMDINGDom• OF SOUTSOI7 \ / T0� U.P. \ s\ \ �" / <2 \ �' �9 ASPHALT PARKING �\ \ \ <c� sF�• �Q. �� \� \0`�� LAND N F `F\. \ \ OF 1 GHOST TOWN LLC 0 O \ DRA�J R G , s.,•..COVERED ••'WOOD STOOP'.-...'. ELEC. •'..'.'2 STY FRM. .:''•.'. :.''•'., METER :...DWELLING• n� 1 W OFFICE a� Cy �....•'''.''•••'''•'' 0 0C DRAIN ® / 126 WOOD STOOP LAND N F OF .....2......:::::::::. �J ALEXANDRA & JOSEPH � •:•:•.•FOUNDATION•. •:•:•.•. M A C A R I %'07-30-2024 6 PIPE 0 `P . 0�5 6k5 S�OG�Po .5'S.`':� :�: �;�: :��':�:�':•.FRM;:•:::� ;;�:� :�::;�:�::�:;�:�:�:�::� : :��:�: :� :�• LAND N/F PIPE ........:......:: ::: : : :: :::::::::: ::. : OF : : :.58 3:::;:.:::.:::::.. FOUNDATION LOCATED 07 30-2024 0% GHOST TOWN LLC REVISED 04-20-24 FINAL SURVEY 12-01-23 GCS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 12-16-21 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,663.85 SQ.FT. or 0.24 ACRES ELEVA77ON DATUM: --- -----—_ UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 77-IE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ELIGIO LOPEZ; MAP OF: FILED: SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #221 -212 SCALE: 1 "=20' DATE: DEC. 10, 2021 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk p 26'—0': ol r - -- - - - - - - - - "- - - - - - - - - - - o I ° r; I L 11 1 1 1 11 12 - y1i 11 11 I I N 4m COL. I I _ " U m I (TYP.) a - m N N m [� Q ^ INSTALL FIRE R TED G.W.B. ON I Z m WALLS 4 CLG. Aj5 PER CODE m I O C7 V F"' G V � � OI Q I °x8° OH, DOOR °x8° OH, DOOR w u � u c7 I I I I 6 I Sy2 „5y2 w UNEXGAVATED o 4" P.C. SLAB W/ 6X6,W.W.M, ON N 10/10 O I •,: I COMPACTED FILL (TYP.) ( I I k 2" 10" R.R. J 2"xl0" R.R. X z I OD16" O.G. w I @ 16" O.G. N z N v v Q w 1 Q X00 fn I o , M a I I I 2 GAR I GARAGE I "' g I I o I I o FRONTLVAT I ON (NORTH ) 2„x8„ C.J. m@ 16" O.C. I SCALES r4"-V-0" J I I X _ C4 A z 3 40 COL. DROP T.O.F. FOR O.H. DROP T.O.F. FOR O.H. ( • I O I to I O DOORS (TYP) DOORS (TYP)— v I — -- — — — — — — — — — — — — — — — -� I I (3)_is L.V.L. "DR. I (3)-Is/4"xll� L.V.L. HDR. I Al . . —yr- -- - - - - - - - - - - - - - - - - - - - - - - • G°x8° OH, DOOR G°x8° OHS DOOR 2'-10" q'-4" I 8 q1 -4 2 10 3'-0" q'-0" 2'-0" q'-0" 3'-0" M.O. M.O. - � O 26'—0" 26'—0" _V FOUNDATION FLAN FLOOR PLAN r r. SCALE: y4"-I'-O" SCALES Y;14 F� AREA GALGULATIONS TIFTw GARAGE : G50 S.F. GRADE Q Y o W G w CA a � U O M � 5-1 A3 2"xl2" RIDGE U RIGHT ELEVATION (W EST) 2"x10" R.R. SCALE: YV-0-0" HOUSE 6 @ 16" O.G. TYPICAL ROOF CONST. ASHALT ROOF SHINGLES (TO MATCH MAIN HSE.) 5-2 303s BLDG. FELT UNDERLAYMENT SELF—ADHERING "MOISTURE GUARD PLUS" EFL C A3 2"x8" G.J. @ 16" O.G. 3/4" AG EXT. PLYWD. SHEATHING F_DA O 2"xlO" R.R. @ 16" O.G. �\at Ptit7 My/7� T.O.P. '_ " ; 1 O W12x35 STEEL ✓ BEAM TYPICAL EXT. WALL CONST. —(3)-2"x12" (3)-2"xl2"— CEDAR VERTICAL SIDING H IIIIIII — (TO MATCH MAIN HSE.) T�TFOF Nye 2 GAR GARAGE 30tx BLDG. FELT UNDERLAYMENT -� 5/8" EXT. PLYWD. SHEATHING j 2"x6" STUDS @ 16" O.G. '—'- O AN31 AN31 AN31 5-3 A3 4" P.G. SLAB W/ 6X6, 10/10 W.W.M. ON COMPACTED FILL I=111 I I I i III TYPICAL FDN. CONST. _ 8"x3'-O" P.G. FDN. WALL FILL I II/26/24 AS SuiLT I _ COMPACTED O -III Its I1-1I .� III I (2)-2"x6" TREATED SILL Ie 1111111 Hill L Ill 11111111 No. Date Title _ SILL SEALER -- - TERMITE SHIELD REVISIONS: GRADE 5/B"m x 12" ANCHOR BOLTS �} W/ 2"X2" 5TL. - Y Drawn By: WASHER OF 33" O.C. Oj Z R1"I1"( f WATERPROOFING E A2 SCALE: _ � —0 (83,16" P.C. FOOTING w/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a Date: 1/11/24 I u i u st5 RE-BARS � z, 4 Drawing No.: c, REAR ELEVATION (SOUTH ) LEFT ELEVATION ( FAST) SCALE: 4"-1'-0" SCALE: 4"-V-0" t, OF SHEETS GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR * EXTERIOR STAIR NOTES. I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/q" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR tt2 (NORTH) WITH AN E= 1,600,000 PSI AND FB=875 PSI OR BETTER. SHINGLES WHEN REQUIRED, ACCORDANCE WITH R311, R301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/q" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE, 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING AND SPECIFICATIONS WHETHER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS G'-8" AS PER R314.3. BUILDING DEPARTMENT NOTES : d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-O" MAXIMUM RISE - 73/,," - 2, ALL CONSTRUCTION WITHIN THE 150 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-O". GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS, ALL MANUFACTURED FRAMING MATERIALS e, ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10" FOREST AND PAPER ASSOCIATION (AFBAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION - 3(+" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - I%4" CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - 9/16" 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES: 4, ALL PLYWOOD SHALL BE EXTERIOR GRADE (COX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST 4. ALL PLUMBING, MECHANICAL AMC) FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH O THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND W THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES: AND PAPER ASSOCIATION (AF 8z PA) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYOOD REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS �..� PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. I, ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND r u 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF B. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 0 NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. AL_ HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 DESIGN CRITERIA: 'n DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. SPECIFICATIONS. LIVE LOAD 40 PSF: z 2 PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING CJ G. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: 0 C� G. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXI 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS SO" F" MUM OF 8'-0" O.G. WHICH EVER IS LESS.IN THE DRAWINGS. VERIFY ALL WORK NOT DIM ROOF SNOW LOAD 25 PSF:ENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE. WIND LOAD 130 MPH Z (� 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. W SMOKE ALARM NOTES: WORK. Q 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY SQUARE FOOTAGES: O I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS: GENERAL WALL BOARD NOTES: CONCENTRATED LOADS AS REQUIRED. RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, o. ONE IN EACH SLEEPING ROOM. HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE, I. PROVIDE 5/e' GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE a G. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/6" MOISTURE RESISTANT VICINITY OF THE BEDROOMS. NEW GARAGE 650 S.F. d 9. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SI-LACE c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE COATS OF SPACKLE. N MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE MATERIAL AND PRODUCTS SHALL. BE NEW AND FREE FROM DAMAGE, s ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 0C ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE /8' CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECGS AND LEDGES TO RECEIVE TILE OR STONE, SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL M LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: tom+ p kf) OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS B. PROVIDE ONE LATER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD a � SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE, AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ZONE - LB v 11. THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, 11. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF S AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION 1 iANUAL FOR ONE AND TWO STORY DWELLINGS. 5, PROVIDE ONE LAYER OF 5/6" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE 2. ALL WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE FRAMINGTO BE EXPOSED TO THE WEATHER AND IN CONTACT HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS. ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13. ALL DECK JOISTS SHALL BE AGQ AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS GENERAL EXCAVATION ff SACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH #30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/4 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAW PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT Ir." O.G. WITH DRAWINGS. ALL FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES • • EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQURED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION. SHEET A I GENERAL NOTES Z UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. AND NON-5HRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. O THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES: SHEET A2 NEW GARAGE CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF a, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER ENERGY NOTES:THE CONTRACTOR TO VERIFY T14E ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET A3 CODE PAGE 16- TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START VENTILATION SHALL BE THROUGH WINDDW5, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. J WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BU LDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2016 ENERGY CONSERVATION CONSTRUCTION CODE OF AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT I6" O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS, CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND OT�HING AND BORING: b. EXTERIOR WALLS- N SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING r� I. NOTCHES"IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS l`/J FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER I/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. r l OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH- 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE 2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE II, BORED POLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS REQUIRED HEIGHT. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES PREVENT DAMAGE TO THE WALL.. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTIONW D W HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A APPROVED AS NOTED MINIMUM OF TO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST OF A E 19G6 AND OF ASTW E 1886 AND R301.2.1. OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF DATE � B.P.# ��✓�� O 4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET //�/��) CiOMF�LYWITH ALL CODES OF �' MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 FEE, _��BY: V cici NEW YORK STATE&TOWN CODES � E. STUDS SHALL E GO:61RDUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R306 OF NEW YORK STATE ENERGY CODE. NOTIFY BOLDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF O O 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM THE 2020 RESIDENTIAL CODE OF NEW PORK STATE 631-765-1802 8AM T04PM FOR THE -7 ^ CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. SOUTHOLdTO IJZBR �( FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE {. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. FOLLOWING INSPECTIONS: OUTH! DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. 1. FOUNDATION-TWO REQUIRED SO OLD WNPtANNfh'UBO�9D g. FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL GENERAL SWIMMING POOL EMERGENCY ESCAPE t RESCUE NOTES: , HOT TUB $ SPA BARRIER NOTES: FOR POURED CONCRETE ~�" �+:+-.+.... �/ 1-I-� BOTH SIDES OF THE HEADER. 1 2. ROUGH-FRAMING&PLUMBING SOUTH TOWN TRUSTEES EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL S. INSULATION N.Y EC h. LINTELS SHALL NOT BE LESS THAN: ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER GENERAL CONCRETE NOTES: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE S JTHOLDNPC I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE 1. THREE 2x10'S FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, PROVIDE APPROVED 4. FINAL-CONSTRUCTION MUST - - nm REOUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. II. THREE 2x12'S FOR SPANS UP TO 9'-O" (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS BE COMPLETE FOR C.O. CHD A MORE STRINGENT FOOTING AMC) FOUNDATION WALL DESIGN. CONSULT WITH i. BOTTOM OF WINDOW ACID DOOR HEADERS SHALL BE SET AT G'-8" ABOVE THE 2. THE CODE REQUIRES. ALL CONSTRUCTION SHALL MEET THE THE LOCAL CONTRACTOR OR BJILOING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE REQUIREMENTS OFTHE CODES OF NEW PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO: YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j, MAXIMUM SPANS FOR In NDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE "4 ��{p11 AjC �,,, UNDISTURBED BEARING SOIL, SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLL("WING SPANS: b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SOUARE FEET UE t ` (�"�1 S. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I. (I)-2x6 (FLAT) F(.R UP TO 7'-0" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". USE IS UNLAWFUL 'e�� NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II.(2)-2x6 (FLAT) FCF; UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" RETAIN N R `' ���'"/� ARC SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECI" PLYWOOD SUB-FLOOR TYPICAL, B. RETAIN STORM WATER RUNOFF VVITI IOU ,T '_ C? �Pe� M. PLANS WITH ss5 REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOF' THE MINIMUM NET CLEAR PURSUANT TO CHAPTER 236 CERTI�-(��y WALL CROSS SECTION. I. FOR LEDGER BOARDS L'SE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. OF THE TOWN CODE. OCCUPANCY TO WALL WITH %"m DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL A. A. (2)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOA D. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHAL- BE 5, %"(V DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m, PROVIDE GIRDER PER FLAN ON s%,"m DIAMETER STEEL COLUMN ON POURED ELECTRICAL OF 33" D.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER, PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R3f0.2 OF THE 0418 E's / CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. I„t11,, '!'"�'�/ON 2020 RESIDENTIAL CODE OF NEW PORK STATE. •��-'_ =-.....�' ,v G. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO "C FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. 7. DAMP B WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY RUB-R-WALL OR EQUAL. r 8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO G5% RELATIVE DENSITY. DO NOT PROCEED WITH 9. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AMC) SLABS SHALL ' FRAMING UNTIL SUR1lEY�::, HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST, 4 OF FOUNDATION LOC,ATIQ:f, Y HAS BF:Ei�APPROVED: EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3 500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL No. Date Title AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS: CONCRETE VOLUME. 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Alllied,rexterior laced o Drawn By: I. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI installed,replaced or ® repaired shall conform R M 318 AND ASTM G1157 REQUIREMENTS. to Chapter 172 Date: I/I I/24 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL ® of the Town Code CONFORMING TO THE LATEST ASTM A-615 GRADE GO. 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED E t Drawing No.: WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK : STATE LICENSED ENGINEER. ! f r n n�.n 14. ALL STEPPED FOOTINGS SHALL. NOT BE GREATER THAN (1) VERTICAL/ (2) 1 HORIZONTAL. I OF E3 SHEETS 26'-0" =N D— — — — — OI I N (TYPO) I N I l m I 3 m Im N X m U ~ � Z I INSTALL FIRE R TED G.W.S. ON N Z cM V m WALLS 6' CLG. AS PER CODE Q I Q W o cz-> QO I Q I q°x8° ON. DOOR q°x8° ON. DOOR Q � Q I0• I I • I 6 z l r-y2" -c�v 25'-I" 0 I .• I UNEXGAVATED 4" P.C. SLAB W/ 6XG, - - - � " Q 10/10 W.W.I I. ON I I O O 2 ' 10 R.R. J / 2 'xl0 R.R. x m I 0 I I I COI"IPACTED FILL (TYPO) I I N C� 16" O.C. / w l C� I(o O.G. N I r 1 IQ m �— QI N - - - - - - - - - - - - - - - - - - - - � `/ N � ? o tn _ I 2 GAR GARAGE I M g I I 6 I I I 6 FRONT ELEVATION ( NORTH ) "x8" C.J. 2"x8" C.J. O.C. m O.C. I SCALE. %4"-1'-0" IaI v laI I = xl _ a z N 445 COL. �� I DROP T.O.F. FOR 0.14. DROP T.O.F. FOR O.N. - m DOORS (TYP) DOORS (TYP) I I 01 I 0 L — — -- — — — — — — — — — — — — — — — — — — — — I M I (3)-13/4'' 117/61, L.V.L. NDR. (3)-13/4"xll�/H L.V.L. 1—I0R. DOOR q°x8° ONE DOOR — n i— i— " i— " 3'-O" 10 2'-O° q1—Ou 10 3'—Ou 2 10 q •4n 1'-8" q 4 2 10 r I.O. s � o,f FOUNDATION FLAN FLOOR PLAN tT AN31 AN31 SCALE: SCALE: %4"=1'-O" I� \ F� AREA CALCULATIONS GARAGE : G50 , S.F. GRADE � Q O W m � � � v S_1 O M � A3 2"xl2" RIDGE � U RIGHT ELEVATION ( l^IEST ) 12 \ 2"x10" R.R. SCALE: %4"•-1'-0" f fATC1—I � HOUSE � ' — TYPICAL ROOF GONST. ASNALT ROOF SHINGLES \ (TO I"IATCN 1"IAIN WSE.) 30*t BLDG. FELT UNDERLAYI 1ENT S-2 // SELF-ADHERING "I"IOISTURE GUARD PLUS" A3 /. 2"x8" C.J. 0 16" O.G. \ 3/,q" AC EXT. PLYWD. SI-IEATWING ��1D ARCH/T� 2"x10" R.R. CD I&" O.C. M Mir c P O W12x3S STEEL . BEAI"I TYPICAL EXT. WALL CONST. (=0-2"xl2" (3)-2"xl2" CEDAR VERTICAL SIDING _ (TO f IATGII I IAIN "SE.) 04186� 2 GAR GARAGE 30tt BLDG. FELT UNDERLAYI"IENT It OF _ 5/8" EXT. PLYWD. S1--IEATI-IING 2"x4.>" STUDS V IG" O.C. AN31 AN31 AN31 S-3 A3 4" P.C. SLAB W/ 6X6, 10/10 W.W.I I. ON COI"IPACTED FILL T.O.F. TYPICAL FDN. CONST. p No. Date Title z - CO1"IPACTED FILL (f) 8"x3'-O" P.C. FDN. WALL (n —_ _ (2)-2"xG" TREATED SILL 'L SILL SEALER REVISIONS: TERI"IITE S1- 1ELD GRADE 5/e"<P x 12" ANCHOR BOLTS S ��T I ON W/ 2"X2" STL. 0 z Drawn By: RM� A WASI--IER 0 33" O.C. I WATERPROOFING m A 2 SCALE: —O 8"x I" R E-S F R ST I N G NI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Date: I/1 1/2 4 4 (3) 5 I Drawing No.: REAR ELEVATION ( SOUTH ) LEFT ELEVATION ( EAST ) SCALE: %4"=1'-O" SCALE: %4"=I'-O" OF SHEETS RIDGE TENSION STRAP IG" O.C. BY SII"IPSON STRONG TIE I I/4" X 18" 20 GAUGE WITH (A) 5D COI"11"I0N NAILS EAGI--I SIDE N,d. I L i i-4G SCHEDULE FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE 8 I"I I N I I"f U l"1 ROOF LIVE LOADS ®� 1,4FCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS—FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) ROOF RAFTER C� 16" O.C. N INSTALL "SIMPSO i FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION Q/ STRONG TIE' LSTA TRIBUTARY LOADED TIES @ EA. END JOIST DESCRIPTION NUMBER OF NAILS NAIL SPADING AREA IN SQUARE FEET OF 14DP. FFOR ANY STRUCTURAL lam,- RAFTER FRAMING EMBER 0 ROOF SLOPE O TO 201 TO OVER O ROOF RIDGE HEADER AS NOTED H Rafter to Top Plate (Toe-nailed) 200 GOD boo N Wall height 8 ft. 3-8d?4 ?$ per rafter Y Wall height q - 10 ft. 4-8J?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT DOOR OR WINDOW < Ceiling Joist to Top Plate (Toe-nailed) (1:3) 20 IG IG AS NOTED Wall height 8 ft. 3-8d?11 ?$ per joist RISE 4 INCHES PER FOOT (1:3) TO LESS V O Wall height q — 10 ft. 4—bd?# ?$ per joist THAN 12 INCHES PER FOOT (I:I) IG 14 14 _ Ceiling Joist to Parallel Rafter (Face-nailed) Roof Span (ft.) M RI DICE STRAP 12 20 28 36 RISE 12 INCHES PER FOOT (I:I) AND (Tl GREATER 12 12 12 � �{ N.T.S. 3:12 Roof Slope @ 16" o.c. 5-16d 8-I6d II-16d 14-I6d U- 4:12 ROOF Slope @ 16" o.c 4-16d 6-16d 8-16d II-16d each lop 0 C� 5:12 Roof Slope @ 16" a.c. 3-I6d 5-I6d 7-I6 q d -I6d each lop W CU 7:12 ROOF Slope @ 16" o.c. 3-I6d 4-I6d 5-I6d 6-I6d "INI1"IUI"I UNIFORI`1LY DISTRIBUTED LIVE LOADS OH2 ROOF Slope @ I6" o c. 3-I6d 3-I6d 4-I6d 5-I6d 12:12 ROOF Slope @ 16" O.C. 3-16d 3-I6d 3-16d 4-I6d (IN POUNDS PER SQUARE FOOT.) ROOF RAFTER Ceiling Joist Laps over Partitions ('Face-nailed) Roof Span (ft.) W x 12 20 28 36 USE LIVE LOAD 3:12 Roof Slope @ 16" o.c. 5-I6d 8-I6d II-I6d 14-I6d EXTERIOR BALCONIES 4:12 Roof Slope @ 16' o.c. 4-I6d 6-I6d 8-I6d II-I6d each lop GO M 5:12 Roof Slope @ 16" o.c, 3-16d 5-I6d 7-I6d q-I6d each lop DECKS TYPICAL DETAIL �J•i Ca) Roof Slope @ 16" o.c, 3-I6d 4-I6d 5-I6d 6-I6d 40 a py EXTERIOR HEADERS q:12 ROOF Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-Ibd ATTICS WITHOUT STORAGE 10 Q N.T.S. 12:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 3-I6d 4-I6d ATTICS WITH STORAGE 20 •p TOP PLATE Collar Tie to Rafter (Foce-nailed) 6-8d per tie ROOMS OTHER THAN SLEEPING ROOMS 40 N 00 Blocking to Rafter (Toe-nailed) 2-8d each end SLEEPING ROOMS so 00 Rim Board to Rafter (End-nailed; 2-I6d each end C) en WALL FRAMING Top Plate to Top Plate (Face-nailed) 2-I6d?I per foot ~� a M Top Plates at Intersections (Face-nailed) 4-I6d joints - each side Stud to Stud (Foce-nailed) 2-I6d 24" ox. GLIr�IAGTIC AND GEOGRAAPHPiAICIC TABLE (I) DESIGN CRITERIA \�- •o SII"IPSON STRONG TIE r'ITS12. I-leader to Header (Foce-nailed) I6d 16" o.c, along edges . WIND DESIGN 1 1/4" X IG GAUGE STRAP W/ GROUND SEISMIC SUBJECT TO DAI"IAGE FROr'I (4) e5d CO1"II-ION NAILS ((5) Sd Top or Bottom Plate to Stud (End-nailed) 2-I6d per 2x4 stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE GOI"II"ION NAILS IN GARAGE) INTO 3-I6d per 2x6 stud LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY _ THE ROOF RAFTER # (4) 8d 4-I6d per 2x8 stud 25 P5F I3Ou NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO G OI"I I"I O N NAILS ((5) 8d G OI"I r'1 O MPH TO HEAVY MODERATE NAILS IN GARAGE) INTO THE WALL s/"� x 12" L. x 3'-O" O.C. ANCHOR STUD. a Bottom Plate or Floor joist, Bandjoist, BOLTS W/ S"xB" SO. STL WASHER. Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ per foot (1'-0" FROM CORNERS) ° AS PER TABLE 4 FLOOR FRAMING Joist to Sill, Top Plate or Girder (To-noiled) 4-8d per joist Ej 2 1"1T!5 12 D ETA I L Bridging to Joist (Toe-roiled) 2-8d each end Blocking to Joist (Toe-nailed) 2-8d each end . . N.T.S. INSTALL "SI IPSON STRONG-TIE" Blocking to Sill or Top Plate (Toe-noiled) 3-I6d each block GLAZING PROTECTION FROrl WIND-BORNE DEBRIS H-2.5 CLIPS @ IG" O.G. W/5-Sd NAILS Ledger Strip to Beam (Face nailed) 3-I6d each joist 1� Joist on Ledger to Beam (Toe-noted) 3-8d per joist O Bond Joist to Joist (End-noiled) 3-I6d per joist NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF L(^J\ �(1 Bond Joist to Silt or Top PLate (Toe-roiled) 2-I6d?l per foot 7/," AND A MAXIMUM SPAN OF W—O" FOR EVERY WINDOW. PANELS � T U !I SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH 1W1 ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. ram, Structural Panels 8d 6" EDGE/ 6" FIELD W INSTALL "SI Diagonal Board Sheathing O IPSON STRONG-TIE" Ox6" or Ox8" 2-8d each end FASTENER TYPE FASTENER SPACING SECURE ECU E STRAPS C I6" O.C. e SE WITH 26- IOd NAILS I"x10" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN a o�� CE'LING SHEATHING 2i," tt6 WD. SCREWS ;o Gypsum Wallboard 5d coolers 7" edge / 10" field o° al -'BALL SHEATHING 2'r,^ #e "D. SCREWS \� Structural Panels 8d 16' 16' 12" (see Simplified Wall \\\ SheatZones thisPre5 e Nailing r Q Fiberboard Panels a e ) v 7/16" 8d 3" edge / G" Field 25/32" 8d 3" edge / 6" field FASTENERS A5 NOTED o. Gypsum Wallboard 5d cooler 7" edge / 10" Field IN SCHEDULE ABOVE Hardboard ad (see 5implifled Wau o°o Sheathing Pressure Nailing o Particleboard Panels 8d Zones this Page.) WINDOW PLYWOOD AS NOTED Diagonal Board Sheathing GLASS o —2"X4" BRACE Gm LARGER SPANS I"xb" or I"x8" 2-8d per support Z o °° I"xl0" or wider 3-8d per support 1 1 w FLOOR SHEATHING Q WINDOW -' lL F-`I ` � Structural Panels SILL �J I" or less 8d 6" edge / 12" Field — � � WALL—TO—FND. CONNECTIONS greater than I" IOd 6" edge / 6" field O V I O o Diagonal Board Sheathing o N.T.S. I"x6" or I"x8" 2-8d per support 000" or wider 3-8d per support PLYWOOD STORM PANEL �• "SHUTTER" DETAIL O M " ?! Nnlling requirments are based on call rhea?hing nailed 6" an-center at the panel edge. If wall sheathin is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirments for O ° structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to ' \ maintain the load path. v ?@ When wall sheathing Is continuous over connected members, the tabulated number of nails shall be Permitted to be reduced to 1-I6d nal per foot. I"1STABG DETAIL N.T.S. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE ANERICAN FOREST AND PAPER ASSOCIATION (AF �$ PA) HOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, IC1gS SBC HIGH WIND EDITION, SECTION 2. ED INSTALL "SIT IPSON STRONG-TIE" PRESSURE WALL Sk4EATI--LING PRESSURE 61� NAILING ZONES �/ �PADM, H-G TIES 0 la" O.G. W/8-8d NAILS � Q �NG 9O 1-4 OI O 3 1.4r, ,' INSTALL "Sll"IPSON STRONG-TIE" O LTP4 ANCHORS 0 Ira" O.C. W/ O ( I 4 ST 04180 �. 12- 8d NAILS 4 ,® I ,QT OQ` ® 5/8"0 x 12" L. x 3'-O" O.G. ANCHOR O COI"IPONENT AND CLADDING PRESSURE ZONES BOLTS W/ 2"x2" SQ. STL WASHER. O A NUI"1BERS INDIATE NAILING ZONES LTP.4 BP FRO CORNERS)AS P FROM CORNERS) AS PER TABLE 3.2A B 3.28 Tr. LTP4 ROOF SHEATHING NAILING SCHEDULE I I ed " ZCNE I ZONE 2 ZONE 3 ZONE 4 WALL SHEATHING NAILING SCHEDULED I I OQ FIELD I i 8" O.G. 12" O.G. 3" O.C. 4" O.G. No. Dat—ell Title ZONE 5 ZONE 6 6 EDGE i I REVISIONS: 4" O.G. " O.G. 3" O.G. 3" O.C. FIELD ALL %2" EXT. PL"WOOD WALL SHEATHING TO BE SECURED — — — — _ — _ _ ( Drawn By: 4" O.C. 8" O.G. WITH 5d GOI"11"ION NAILS- 2%2" x 10%a" GA. - PATTERN AS R 1"f 1"f E�4 FLR . -TO- FND . CONNECTIONS EDG INDICATED ABOVE. E O O O 1 0 N.T.S. T FOR ADDITIONAL SRUC Date: TURAL NAILING REQUIREMENTS ALL /2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED REFER TO "FASTENERSSGHEDULE FOR STRUCTURAL WITH Gd COMMON NAILS- 2" x II%2" GA. - PATTERN AS GODS OF NEWTABLE R- 02.3 (1) OF THE RESIDENTIAL Drawing No.. — - -.__........ INDICATED ABOVE. g _ ROOF PLAN NOTE: PRCIV i DE CONTINUOUS LOAD PATH q I ' SC. :FROI"I RIDGE TO FOUNDATION . OF SHEETS