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HomeMy WebLinkAbout43058-Z r Town of Southold 11/18/2021 G P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42554 Date: 11/18/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1330 Donna Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-15-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/29/2018 pursuant to which Building Permit No. 43058 dated 9/21/2018 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including conversion of screened porch to sunroom,to an existing 3 bedroom single family dwelling as applied for per ZBA#7549,dated 10/21/2021. The certificate is issued to Manning Family Irr Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43058 12/3/2019 PLUMBERS CERTIFICATION DATED 5/4/2020 ad Piecuch th ri e Signature 4�Sv FOF ��co TOWN OF SOUTHOLD BUILDING DEPARTMENT C3 a 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#: 43058 Date: 9/21/2018 Permission is hereby granted to: Manning, Philip 2 Quarry Ln Irvington, NY 10533 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 1330 Donna Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-15-15 Pursuant to application dated 8/29/2018 and approved by the Building Inspector. To expire on 3/22/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $291.20 CO -ADDITION TO DWELLING $50.00 Total: $341.20 Building In pector i 1 Form bio.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 i APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: ro lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,p perry topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.000 Date. C1 New Construction: P Old or Pre-existing Building: (check one) Location of Property: 1 7� 14NA '` ��� G Hamlet House No. Street Owner or Owners of Property: (27 — ?IjF (L P Lot Suffolk County Tax Map No 1000,Section I Block Subdivision ' Filed Map. Lot: Permit No. Date of Permit. Applicant: PC7 Health Dept.Approval: Underwriters Approval: Jv Planning Board Approval: / Request for: Temporary Certificate Final Certificate: heck o ) Fee Submitted:$ App ' ignature oF sovey®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® �Q roger.riche rta_town.south old.nV.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Manning Address: 1330 Donna Drive City: Mattituck St: New York Zip- 11952 Building Permit# 43058 Section 115 Block- 15 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat oil Duplec Recpt 48 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 7 Smoke Detectors 5 Main Panel A/C Condenser 1 Single Recpt 2 Recessed Fixtures 53 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke / co detector, 3-ft plug mold (kitchen), 1-range hood, 3-bath fans, 1-gas cook top,electric oven,2-radiant floor heat, 1-GFCI circuit breaker,9-ARC fault circuit breakers Notes* Inspector Signature: Date: December 3 2019 81-Cert Electrical Compliance Form As 0�NN SOl 1:5)' . Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ` BUILDING DEPARTMENT TOWN OF SOUTHOLD D u SEP 2520 20 CE RTIFICATIO-N Date:_ -_ Sl�l/2020 =- Building Permit No. y 3058 Owner: M_annina _ (Please print) Plumber: grad Pi eCuch (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this S day of 20oZ0 SUSAN A.RIZZO ZVI Notary Public,State of New York N0.01 RI6183459 Notary Public, ��/ ��_ _-,'CounCy Qualified in Suffolk County -- - Commission Expires March 17„28� Boz ji ho�apF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycouMr��' 765-1802 INSPECTION [ eFUNDATION 1ST [ ] ROUGH PLBG. DATION 2ND [ ] INSULATION [ FRAMI RAPD [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO ATION [ ] CAULKING RE RKS: Z �/ (1) rSA/k sot vv&v� vl0000r DATE 1 INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. -4� oe] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 7/P INSPECTOR�7r OF SOGryo� TOWN OF SOUTHOLD BUILDING DEPT. rourm,��`' 765-1502 INSPECTION [ ] FOUNDATION `IST- [ ] ROUGH PL13G. JU [ ] FOUNDATION 2ND [ ] INSULATION J [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 T/ INSPECTOR ® �� OF SOOT # TOWN OF SOUTHOLD BUILDING DEPT. `yCoum, 765-1002 INSPECT CN [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: y)gAjAvm6,!m f �� aA D/ZL/ tA" 6orxdWp---,,, Ivi m D(�mvvlj" A-\'.1/ G� v�► DATEbl.5'11,941 INSPECTOR 0 W27V� '�1,� � oe soul hod yO<o * * TOWN OF SOUTHOLD BUILDING DEPT. `�cnorm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] �RGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ rFIRE SAFETYINSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ Cki �1 ,� DATE 1 /15 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 IN SPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ]�IN LATION/CAULKING FRAMING /STRAPPING [ FAL [ ] FIREPLACE & CHIMNEY [' ,] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O nI REMARKS: y t1/w1 L� Gv%, MOLA A CA - r�� • �o l _�o DATE lyholloq INSPECTOR r uj IMN x < h � 1 ; ► Kidde tsbon Monoxide `~ Alarm '"�ita� d1ARh1 Test Res0t `w ..NOW .4=. ry Vril l � :j RCHITECT MARK SCHWARTZ&ASSOCIATES 28495 \lain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com December 07,2018 1 Southold Town Building Department o f� [70VRD Main Road Southold,New York 11971 DEC - 7 2018 Re: Manning Residence 1330 Donna Drive TOWN OF SOU MUDILD Mattituck,New York To whom it may concern, I have been on site during portions of the construction for the aforementioned project. We are planning to replace old insulation and install R-15 insulation in all exterior walls and R-38 in attic/ceiling area. The existing first floor cavity insulation will remain. I understand that since this is an alteration project, no whole house sealing and/or blower test is required. Please review this information as a proposed amendment and approve so we can continue with the construction project. Please call this office with any questions you may have. Sincerely, f 4 Mark Schwartz 2, AIA Membet American institute of Architecture (��nn, �.�.�^ a .�. rf7 � +` COAINMNTS A Xs FOUNDATION (IST) 'FOUNDATION (2ND) CUL a elm►' ; ►1:,,�, , ROUGH FRAMING& PLUMBING �-� SWASIM 11VIL's✓1�: :�.'*'�11 ►. .�It��. . �'�..- ;AA u'; -Alf, AD91TIOYAL COMMENTS WAS �i Mu � _� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � h�, Survey Sourholdtownny.gov PERMIT NO. C/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit `Examined ,20 Single&Separate ` Truss Identification Form Storm-Water Assessment Form Contact: C' Approved ,20 Mail to: �, _T — Disapproved a/c Phone: 22RI , Expiration ,20 D c= d VIE n Building Inspector AUG 2 g t'APPLICATION FOR BUILDING PERMIT 2018 Date (V(9 , 20 DE-PT• INSTRUCTIONS MIT,D a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag t, architect, e ineer, general contractor, electrician, plumber or builder Name of owner of premises I c4cv I\qAj (As on the tax oll or latest deed) If applicant is a corporation;signature of duly authorized officer (Name,and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on hich proposed work will be one: V V0 r , House Number Street Hamlet County Tax Map No. 1000 Section Block ( Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre es qn�,jnte��use arid occu an proposed construction: a. Existing use and occupancy ( , b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, c ercial or mixed occupapgy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height I Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height NuRiber of Stories �oKI V 9. Size of lot: Fron Rear Depth F6 10. Date of Purchase Name of Former Owner '_ 11. Zone or use district in which premises are situated 94:� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �( 13. Will lot be re-graded? YES NO i/VNill excess fill be removed from premises? YES T�0 14. Names of Owner of premises (�Address Phone No. N- :3 (a(/ 67 Name of Architect ' Eb,6 Address Phone No___&/,?( Zl— Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOb� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFU being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,Siete of Neva York (S)He is the I No.01 BU6185050 (Contractor,Agent, dorporatebfficer, etc.) Commission Expires April 14,2 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. SwornI to^before me this day of 20 Notary Public Sig6af6re of Applicant Scott A. Russell ST01KIMMAT]EIR. SUPERVISOR MAN AGEMENT SOU THOLD TOWN HALL-F.O.Box 1:179 0 53095 Main Read-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS PROD= INVOLVE ANY OF THE FOLLOWING Yes No (MECK AU THAT AMY) 0 A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM-Map of any watercourse.-- 0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to a of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. if you answered YES to one or more of the above,please submit Two copies of a Stornrivater Management Conte oi Plan and a completed Check List Form to the Biffliling Department with your Building Permit Application. S.C.T.M. 1000 Date APPLICANT: (Pro 1-ty Owner,Desi n essional,Agent.Contractor,Other) P- 19, 4 Lr Fw� :n NAME: 11.�i —L12 _=tion Block Lot Contact Information: 111*r Zj��/ FOR BUILDING DEPARTWIENT USE ONLYlvv�' , . Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address I Location of Construction Work: — — — — — — — — — - - — — — — — — Approved for processing Building Permit. LJStormwater Management Control Plan Not Required. — — — — — — — — — — — — — Storniwater Management Control Plan is Required. Li (Forward to Engineering Department for Review.) FORM v SMCP-TOS MAY 2014 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL o DATE: December 22, 2020 TO: Manning 1330 Donna Dri Mattituck,NY 119 5 Please take notice that your endment to pennit#43058Z dated December 2, 2020 To legalize an"as built conversio of an existing screened in porch to a heated sunroom at Location of property: 1330 Donna ive Mattituck NY County Tax Map No. 1000 - Section 11 Block 15 Lots 15 Is returned herewith and disapproved on th following grounds: The "as built" construction on this non-confoming 20,473 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII, Section 280-124 which states that on lots measuring between 20,000 and 39,999 square fe t in total size the minimum rear yard setback is 50 feet. The "as built" sunroom notes a rear yard setback of 3 feet. thorize ignature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced appl ation may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 14, 2021 TO: Mark Schwartz(Manning) PO Box 933 Cutchogue,NY 11935 Please take notice that your amendment to permit#43058 dated December 2, 2020: For permit to: legalize an"as built" conversion of a screened-in porch to a heated sunroom at: Location of property: 1330 Donna Drive, Mattituck,NY County Tax Map No. 1000 - Section 115 Block 15 Lot 15 Is returned herewith and disapproved on the following grounds: The as-built construction, on this nonconforming 20,467 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring between 20,000-39,999 square feet in total size require a minimum rear yard setback of 50 feet. The site plan notes a rear yard setback of 24 feet 1 inch. Authorized nature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. �V BOARD MEMBERS Southold Town all t ��OF S�Ul 53095 Main Road•P.O. Box 1179 Leslie Kanes Weisman,Chairperson y� Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes \ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento OliYCOUN�,�`c.` Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD L %; n�;� Tel.(631) 765-1809•Fax(631) 765-9064 November 16, 2018 NOV 2 6 2018 Philip Manning TpIa, - '"`�• 1330 Donna Drive r; , N, Mattituck,NY 11952 RE: Request for De Minimus Determination Appeal No. 3830, Bell SCTM No. 1000-115-15-15 Dear Mr. Manning; I am in receipt of your correspondence, dated November 7, 2018, and received November 13, 2018, requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you request a de minimus approval to replace the screens of a screened in, roofed over deck with windows and to support the deck with a more substantial foundation in order to remedy the deteriorated structure and prevent further damage by stormwater runoff. Based upon the information provided, I have determined your request is de minimus in nature because the setback variance relief granted in the 1989 decision(#3830) will not change, the wall dimension of the proposed window areas will not change, and the prior Board did not impose any conditions regarding the construction of the screened in deck. Furthermore, the proposed reconstruction upholds, the intent of the original ZBA decision. Please contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. SiPslile ly, Kan s Weisman Chairperson cc: Michael Verity, Chief Building Inspector November 7, 2018 Ms. Leslie Kanes Weisman RECEIVED Chairperson NOV � �01� 54375 Main Rd P.O.Box 1179 ZONING BOARD OF APPEALS Southold, NY 11971 Dear Chairperson Weisman, I am writing to ask that the Zoning Board consider a request for a de minimis exception to the requirement for a variance for the following. On April 26, 1990,the Town of Southold Building Department issued a Certificate of Occupancy,#Z-18992,for an addition to the property 1330 Donna Drive, Mattituck.The document states that the CO is issued for"...screen in deck&addition to existing one fancily dwelling as permitted by ZBA#3830."A copy of the CO is enclosed. In addition, I have enclosed photographs of the addition and screened deck. In March 2018 I purchased the property for my family home and have been issued a building permit for several improvements to the property. One of the improvements proposed was to replace the screens on the deck with windows and to support the deck with.a more substantial foundation.When it rains,water comes into the screened area and over time the deck and the supporting structure has deteriorated significantly. Please note that with the proposed improvements the footprint and wall dimension of the screened area will not change and the roof over the area will remain the same. I respectfully request that the and Zoning Board approve this request without the requirement for a full board meeting review. It is my understanding that it is possible that the board has the ability to approve such a request. Thank you for your consideration. Yours truly, Philip Manning 1330 Donna Drive ; Mattituck, NY 11952 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson o���F S�UjyO- 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas-PFaRai 6fifoOl�CORSouthold,NY 11971 1 http://southoldtownny.gov MAO 2 6 2021 ZONING BOARD OF APPEALS 3 .., �� TOWN OF SOUTHOLD i Tel.(631)765-1809•Fax(631)765-9064 March 21, 2021 COPY Philip Manning 1330 Donna Drive Mattituck,NY 11952 RE; De Minimus Request No. 3830 Bell Manning SCTM No. 1000-115-15-15 Dear Mr. Manning= I am in receipt of your correspondence dated February.20, 2021 requesting a de minimus approval-to'add-radiant heat with'new flooring;,to a seasonal porch.. Previously,you were granted by-letter dated November 16, 2018 de minimus approval to replace the screens in a roofed over porch'-with-windows, and to support the deck upon which the porch is located with a more substantial foundation. Adding heat to an unheated seasonal porch converts the porch to a fully habitable space and is not de minimus in nature. Moreover the proposed heat exceeds the intent and scope of the previously approved de,minimus,determination and the original ZBA approval. Therefore, if you wish to proceed with adding heat to this space, you will be required to apply to the Building Department for a Notice of Disapproval and make application to the Zoning Board of Appeals to be followed by a public hearing to request additional variance relief. Sin r , Oslie Kanes Weisman, Chairperson cc: Building Department �J BOARD MEMBERS Southold Town Hall J Leslie Kanes Weisman,Chairperson ��OF S�Urif� 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora � � Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ycoum Southold,NY 11971 D �� RECEIVED http://southoldtownny.gov iL"(9-3:38TM ZONING BOARD OF APPEALS OCT 2 6 20 1 OCT 1 b 2021 TOWN OF SOUTHOLD � G�x _3D Tel.(631)765-1809-Fax (631)765-9064 uthold Towet Clerk BUILDING DEPT. TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF OCTOBER 21,2021 Z13A FILE: 7549 NAME OF APPLICANT: Manning Family Irrevocable Trust PROPERTY LOCATION: 1330 Donna Drive,Mattituck,NY SCTM No. 1000-115-15-15 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without 'further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be-referred to the Suffolk County,Department-of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The,relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268: PROPER_ TY FACTSIDESCRIPTION• The subject property is a 20, 467 sq. ft. parcel located in an.R-40`-Zoning District. The parcel'has a road-froritage of 180.07 feet along Donna Drive,then ruhs•west for 90:00.feet with.,a rear yard running northwest for 186. 9 feet before returning 137.32 feet to Donna Drive. The property is improvedw►yith a one-story frame dwelling, with attached garage and a heated sunroom, as shown on site plan prepared by Mark Schwartz,Architect,last revised June 24;2021. BASIS OF APPLICATION: Request for a variance from Article XXIII, Section 280-124 and the Building Inspector's May 14, 2021, Notice of Disapproval based on an application for a permit to legalize an "as built" conversion of a screened in porch to a heated sunroom attached to a single family dwelling;.at; 1) located less than the code required minimum rear yard setback of 50 feet; located at: 1330 Donna Drive,Mattituck,NY. SCTM No. 1000-115-15-15. RELIEF REQUESTED: The applicant requests a variance to legalize an as-built conversion of a screen porch to heated sunroom having a rear yard setback of 24 feet, 1 inch where a minimum 50 ft setback is required. ADDITIONAL INFORMATION: As per testimony from the applicant,the existing screen porch was built with a variance # 3830, dated March 16, 1989. In November 2018, the ZBA Chairperson granted the applicant a De Minimus Approval to replace the screens with windows of the roofed over deck and to add support to the deck with a foundation in order to remedy deterioration. The applicant further conditioned the room to create a fully habitable space without a permit. On March 21, 2021 De Minimus Approval was denied, and the applicant was required to seek variance relief for the"as-built" improvements. v Page 2,October 21,2021 #7549,Manning SCTM No. 1000-115-15-15 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 7,2021 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(30)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing screen porch is already allowed by a prior variance, and the as-built conversion stays within the lines of the existing screen porch. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Any substantial work or habitable conversion would require the benefit of variance relief. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 51%relief from the code. However, the building already exists as a seasonal screen porch with prior variance relief. The as- built conversion would not change the exterior walls of the building, and therefore mitigates any encroachment into the existing rear-yard. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law-. 7-b(3)(b)(5). The difficulty has been self-created. The applicaptpurchased,the parcel afterthe , Zoning Code was in effect and it is"presumed that the applicant had_ actual or.constructive knowledge pf.'•the limitations on the use of the parcel under the Zoning Code in effect prior to or at the-time,of purchase. .6. Town Law §267-6. Grant of the requested relief is the minimum action necessary and adequate to enable',the applicant•to enjoy the benefit of a screen porch conversion while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Acampora,and duly carried, to GRANT the variance as applied for, and shown on the plans prepared by Mark Schwartz, Architect, last revised December 2,2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s)within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to apply for a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s) and submit same to the Office of the Zoning Board of Appeals within 6 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. Page 3,October 21,2021 #7549,Manning SCTM No. 1000-115-15-15 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Pursuant to Chapter 280-146(B)-of the Code of the Town of Southold any variance granted by the Board,of Appeals shall become null and void where a Certificate of,Occupancy has-not;been procured, andtor"..a subdivision map-has,notbeen fRedwi'th the Suffolk'County Clerk,within three' (3)years'from the;date-su li:variariee was:grainted.- The Board of Appeal`s may, upon written request prior:to`the date of e�liiration;--grant*0,extension nat to exceed three (3) consecutive one,}' _ (1)yearterms: Vote of the l oaxd:-'Ay0s Memt�ers,''N on)" Dante,.and Planwnen o,-Aeampora acid Le6ert. This Resolution was duly adopted'(57,-0). 4/�V 1 kliloi_ Leslie Kanes Weisman, Chairperson' Approved for filing/0/%2021 BUILDING DEPARTMENT- Electri LeJ s� Yor( �M� �p C TOWN OF SOUTHOL �l DD � Town Hall Annex - 54375 Main Road - O Box 1179 o • Southold, New York 11971-0959 JAN 11 2019 Telephone (631) 765-1802 - FAX (631) fi 65- 502 roger.richert(cw9nu J + � OF S®1IJrHOLD APPLICATION FOR ELECTRICAL INSPECTION EQUESTED*BY: - - - -- - - - Date: 1,410 v f Company Name: CO s LRX'T-" C_ Name: 9, License No.: � Z r 1�5_' email: o 1- Address: Address: -So o9JLt o �l Phone No.: lG y-' s--6 6 JOB SITE INFORMATION: (All Information Required) Name: 04 Aj / Address: 3O jDo nlWA /1-1cJf ll sf� Cross Street: / ✓� Phone No.: BIdg.Permit#: 3 S � email: Tax Map District: 1000 Section: Block: Lot: 11 BRIEF DESCRIPTION OF WORK (Please Print Clearly) ✓.�1 Circle All That Apply: Is job ready for inspection?: YES /(Q) Rough In Final ' Do you need a Temp Certificate?: YES � 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 # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: G?�S �1 N� /S /4-s /S PAYMENT DUE WITH APPLICATION 1 l�- �� Request for Inspection Form.xis Town Hall Annex - Telephone(631-1802 54375 Main Road a _- Fax(631)734-9502 P.O.Box 1179 co Southold, NY 11971-0959 Q s - BUILDING ®-EPARTIIII-ENT NOTICE OF UTILIZATION.OF TRUSS TSE Ci ASTRUCTLON, PRE-ENGINEERED woof) coNsTRDCTION ANU7,OR-TiigiBER CC)NSTRUCTION Date: Owner- -A_ �'?�, {• •: ::�= •�;; r�,'�:� •"= •nom' .t f Location of Property. • = Please take notice that the(cliec�k�i��-Iine): New residential struct tre : ;�;� • ._t Add-ttion to eAsU ig`re!pidential structure a Rehabtltt�tion to ata-t?XtS#lf3g_restderitltal strEie tre to be constructed or performed at tfic i t i t r; f ice above will Utilize' (check applicable tine): :` '••:_ rr _':,: r "f Truss type constn.ictitiii Preen ineered g = Timber construdiorrC�A ` •,r. ` in the following location(s)-(check applicable line): Floor framing, including rdbma Od tru (F)., Roof-fratmin 4R) °b-• : _ y Floor d roof; FRY , Signature: Name pr�.,o:�•srtb�nittira th- for t m - (P g p Capacity(check applicable line): Owner Owner representative T-ssResRegl5.docx Effective 1112015 Dwyer, Tracey From: Carolyn <cm7215@gmail.com> Sent: Monday, February 24, 2020 11:03 AM To: Dwyer, Tracey Subject: Building permit renewal I am requesting a renewal of the building permit#43058 for my property 1330 Donna Dr. Mattituck. Please confirm receipt of this email and how i would get the revised permit. Thank you Carolyn Manning Sent from my iP,hone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. FEB 2 4 2020 t q:)- Bunch, Connie From: Carolyn <cm7215@gmail.com> Sent: Monday, November 30, 2020 3:28 PM To: Bunch, Connie Subject: Smoke and CO detectors inside and outside the room at 1330 Donna Dr Attachments: IMG_1071 jpg;ATT00001.txt;IMG_1072 jpg;ATT00002.txt;IMG_1073 jpg; ATT00003.txt;IMG_1074 jpg;ATT00004.txt;IMG_1075jpg;ATT00005.txt First two photos are inside the room. Last 3 photos are in hallway outside the room. We have smoke and CO detectors installed by builder, Rob Gabrielsen, and by alarm company ADT. Please let me know if this is satisfactory. Thank you Carolyn Manning 1330 Donna Dr Mattituck 9143746867 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Fuentes, Kim From: Leslie Weisman Forward Sent: Wednesday, December 16, 2020 3:00 PM To: Fuentes, Kim Subject: RE: #3830 Bell/Manning The conversion of a porch into habitable conditioned space is generally more than a de minimus request. I - agree that Damon-should write up a NOD and the applicant should apply for variance relief. -----Original Message----- From: Fuentes, Kim [mailto:kimf@southoldtownny.gov] Sent: Wednesday, December 16, 2020 11:01 AM To: Leslie Weisman Forward Cc: Weisman, Leslie Subject: FW: #3830 Bell/Manning Leslie, The attached is a prior deminimus approval granted to replace screens with windows bn a "porch".,The a'pplicant's representative, Mark Schwartz, has claimed that this approval allows for conditioned space/heat to be ; installed. Damon Rallis thinks not, and will'write a disapproval once I confirm that you didn't anticipate conditioned space,in this "once" screened in porch. In the event of an NOD from Damon,the applicant would then have to rely upon additional relief from the ZBA pursuant to a new application . Or . . . should Mark Schwartz first submit a letter asking for additional de minimus approval??? Kim E. Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold, NY 11971 631-765-1809, Ex. 5011 E-mail: kimf@ south oldtownny.gov<maiIto:kimf@southoldtownny.gov> Mail to: P.O. Box 1179, Southold, NY 11971 1 Bunch Connie From: Carolyn Manning <cm7215@gmail.com> Sent: Monday, November 01, 2021 12:56 PM To: Bunch, Connie; Fuentes, Kim Subject: Variance and CO for 1330 Donna DR. Building permit 43058-Z Please be advised that in regards to the conditions listed in the ZBA letter dated Oct. 26, 2021, we proceeded with the following: We called the building dept on Friday Oct. 29, 2021 and spoke to Connie to find out what the Building Dept needed from us. As instructed, 4 copies, 3 of which were signed and sealed by Mark Schwartz, of the building plans were dropped off at the building dept today and given to Sue. Connie advised us that the plans would then be reviewed by the building dept. After that review, we are to receive a phone call from the building dept. Fees for the renewed permit and the amended plans are to be paid to the building dept. after that review. Please advise that you received the building plans and that this satisfies the conditions set forth in order to obtain the CO for our home. Thank you, Philip and Carolyn Manning 914-374-6867 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. �l l/ i OF SO!/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 BUILDING DEPARTMENT October 26, 2021 TOWN OF SOUTHOLD Manning Family Irr Trt (� 1330 Donna Dr. Mattituck, NY 11952 fD RE: Amend building permit drawin s to show all Chan es in ludin the screen orch conversion to conditioned space and additional bedroom converted from a family room. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43058-Z Alterations/Additions Bunch, Connie From: Carolyn <cm7215@gmail.com> Sent: Friday, November 05, 2021 1:19 PM To: Bunch, Connie Cc: PHILIP MANNING Subject: Re:Amended Plans Hi Connie The plans i submitted do state the screened porch as a sunroom. The other room is not a bedroom, it is a family room. These are the same exact plans that were submitted to the ZBA for the variance that was approved, Please advise John Jarsky. Thank you Carolyn Manning Sent from my Whone On Nov 5, 2021, at 6:31 AM, Bunch, Connie<Connie.Bunch @town.southold.ny.us>wrote: John did not approve the amended plans because the family room should be labeled bedroom and the screened porch should be labeled sunroom. Please submit the corrected plans. Thank you, ao/t/(ie &Ye4 Sr. Office Assistant Southold Building Dept. 631-765-1802 1 Bunch, Connie From: Bunch, Connie Sent: Friday, November 05, 2021 9:07 AM To: 'Carolyn' Subject: Amended plans Good Morning, John did not approve the amended plans because the family room is now a bedroom and the screened porch is now a sunroom. Please submit the corrected plans (4 sets). Thank you, co*yl� i5uye4 Sr. Office Assistant Southold Building Dept. 631-765-1802 1 REVISIONS: 05-29-18 Add Front porch Misc.Changes 07-06-1$ AddFdn& Misc.Changes 07-23-18 Rear Deck 0$-7-18 Prelim Permit Set 08-21-18 Bid Set 08-2$-1$ Misc Changes Per Client 509-13-18 1S' 20" E 137.32 09-13-18 Removed Deck 09-19-1$ Porch Setback — — — — _ _ _ _ _ _ _ _ - - 10-04-1$ Added Deck — — — — — — unroom O 11-0$-1$ Added Structure \ y I O 525 -2120 AS-BUILT aa to SitePla rn w w � pw \ I \ 40-O" NON-CONFORMING ' 1 al LOT FRCNT YARD SETBACK •� I 40'-6" \ i I � \ \ 40'-0.. I a \ � O I 61 � \ 1� ENTRY PORTICO I ' � EXISTING 1 - =►TORY EXISTING I PATIO ON ° FRAI E DWELLING GRADE ` 15.0' ROOF OVER PORCH I w EXISTING Q I SUNROOM — — 6.3' ' I > c� U F I I I b.A o 1 10_3' —� EXISTING �] � ' M GARAGE I `� I I � \ 21 I I \ I I 1 , I 1 O O I n X von g \ , i U un = N N o W I U SITE DATAoN \ I o SCTM#1000-11515-15 l x AREA OF LOT 20,467 SQ. FT. o V AREA OF HOUSE 2,168 SQ. FT. N 87 1.9' 20" W GARAGE 517 SQ. FT. ' COVERED PORCH 205 SQ. FT. ;,.%-•' , PLOT PLAN _ r TOTAL AREA 2,890 SQ. FT. 0 Scale:1".10'-0" NON-CONFORMING LOT DIMENSIONAL REGULATIONS O LOT COVERAGE 20%ALLOWED/14%ACTUALfq OI 4 FRONT YARD 40'-O" DRAWN: JM/MS SIDE YARD 1 15'-0" –– –– –– –– – – –– I ;� SCALE: AS NOTED TOTAL OF BOTH SIDE YARDS 35'-0" —J ' JOB#: 10 REAR YARD 50'-0" T H ER C S A I V F SHEET NUMBER: A- 1 or BUFF.CO.HMA m Darr. ROVAL' N.9-ND �► OINNRRs f�L�� �N�I��. L� s DEC a 71978 . S. D. 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' LIC.LAND SYRVEYOR/s-sR1 RY. N.Y. - S UFP'.CO.DEPT.OF HEALTH S,ERVIC" fSTATEMENT OF INTAW MM }121 1 FOR APPROVAL OF CON ' 'SIR *1 y*p SU!! V *ND SEWAGE �i j 1'I D PATS: �YEM i TNtB RE$1- DSNCR W" . CAmooft To THE red(c� 8-• 5 C — $ srANn�►,rbc surycv. DEPT. H.b.map. NQ: OF HlSAWJf , k9ftVJ APPROVE=- . (9) :�........+�.�.. APPLICANT I U REScroecY 5,ft—Vanlo6 4 6 4 Compliance Certificate NO Vpm,ptt ' nc� 0 12021 BUILDING DEPT TOWN OFSOUTHOLD �.. w .., .— Ob. '• �e e. n 0,60.:0 .• O :O a. •a nom^—� � ��N .f•n p .o .:1p ,s.fgpON - c d u , U .. -- e•m'b�:vE. 9a.rY.a.�vwr.rs�u+mNd.«N+Y_..0 pY>,.,.w.aea.wa..aw,.... 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MA4 e�sMy, �sw mro�rwM 5cbn RmnB '�3 GF011lm Np Wq c IIE FLOD PIR F+EB:G W+�nCO vara. awY apa.,dlCam o.e.O! _ o�j -I• show lcw s DE_vGN DEeaN ERumENr HVArms IrnEx �"^I.�"^L aaK• m mbw•mewaa4..a.aroa.m,. $ �.sxor T EF cCI9 REGION DFHW910n2 UTEG�'!�9 p DEPR1 TF1W vFLUIR� Es .�a sw.,s Wm.r m....m ery(«now.rooywa.. PROyCe TRU53 SIGN IN ACO=ANCE W TH � '0� /y uTxuanu m�.-aOnyamn a�.naYm.rm h�a�i.+m PAQr 1265 OF NYS CODE rn „ ,� Nm 9R,m 4.7��m�pY.wa.pYa�t4Y�,«Y.rommma�m daemp .—,.mnmmmw,e.,.�m.� e; 0 5 8T 19'20'E 13732' '` 9 ' �a norraauasy I I I C I v x R.' j I a ' o EXISTING 1-STORY EXISTING PAMO GRADE N FRAk1E DWELLING ,\ 9 ,` ov000sm mwownxew j 1 ENQLOSE E+aS1Pl� ` W v La Z POF CH 1 — j jP" I 1 EXISTING 0 M `GARAGE I � O a aU r ��n !,tom•. 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EXISTING RIGHT SIDE ELEVATION urs— 11�3�e'Tbo - - - - ❑ EXI571NG LEFT 510'c ELEVATION A-2 /1 EXISTING RS-R ELEVATION v- US ti'wiOJ1m�ttTi U O�O,P'vAEav�YBM° t8�0WD¢9,Vx) N h0W0 ----- ---------------- __--- --------------------- ------------- Y 00 0 I I aHVAv� gs A � � x it i I ' FF- _ _ j i I i p9 • I ' ENTIRE BASEMENT-110TO BE > REMOVEDAND f.,MPL CW W KWD - I ' I ba I -- - - - - -- ----, -- r— m I — — "-— — — — — — — �-- i s EXISTING FOUNDATION PL4N °r^ ^e°�s a. •.a r "a�f,... rU, 6 urrewwa�os�war+rero°v �j � � �:�$ w {yy"i'iJ„ I'A ' U N rz 9 U 4 �w Qo -- w�i�a.Tµ cauMea r1(_:moK,w F � ma+ ---wawzme. �uwexow�. .re. �w,:o �� uvro wimswKa ® cccrosm wrao+wr lose ewmx ..,...esmm 'wff"' mov.zs.,eoa v A �ee"O°"rerT L r�m.enss+www. ._,.e..w.".,....� e,TM A p� q -_ =—_li—e_—=__ -lw�nu®ea xaEs".n by O e7 Q LI 411 --------------------------------- a - o To 0 ea rga+w® , ! r�, F U PROPOSED FLOOR PLANI DCA ES EXISTING wALLs TO REMAIN�Q —__--_ IWCATEE MSTNG WALLS TO SE REMOVED INDGiTES NEW WALLS ,g•��- �!k yT �5.^(J��J® OO SENTERO0NNEOTED7 ROUGHOUTTHEB IULOINGAS GER SECT%0 Olo OF THE NYS BMLDNGCJDE. ., OINDIO4TEB KW WIRED OMBON MONOXIDE OMEDTOR ® DQVLST FAN xw vua A-4 rtie� r~i - .nimnnlnnnrnu!r!.. �. .nnm!n1lnnmmlmnnnr.■�_ _ == .91imI1111r111mI1111r1111lrllp — - u. 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Bca%eaTg CCC Cawmwro�WALLn40G ]ABB�LECx L7�^O m�OL(Si/g6F.ff�J g%1g'CC CON-areroon4O � nO C SEC;CNN AT ENCLOSED PORCH Q n SECTION THRU PROPOSED FRONT PORCH a TM� a� UFU IW f v T T--1 1 boa �¢I IWG W M I I M FIRST FLooR SHWIR. _ F." ^" GO •6'XH.G DRNN LWE I HOUSE WAP �x oova sca cFScwvreN nnnC aNurto Orc TO SEPTIC SYSTr:m �ZPLUMBING RISER DIAGRAM sozma ceareTPocr+ wa e, N05GN_E ppp° © wao.agaw_o].Ncusro ea w>=so.muam d^ W �.�•gTmaaNwa�.,�Wx�a�R�m�, �� ��$ ]nw,xmmx x>-0% � ;.•max `� "° � ,aFP, 'z ]na{,xrc soh x-A Wx�Tawvaen ].m gwr�rx w�Wn�a ,Ty' D4 FSI aa+,b xaa; sox zsoX - nso wsim.:aa,cs.ge a 'f'F�`" � ~T•Y�', r, R+%xrax C9z¢d/. m A x¢aY. ¢axx¢aa a Lwvwiearr 'J •� wW�m9TT ,1 I �� ��Z33�� ,�e I I a� v PROPOSED FOUNDA PLAN AT DECK `--'-� p Q n PROPOSED DECK PLAN O r o $ oawp FORCHIUECK/.0ST CONNECTION DETAIL Q a. .4 POST b Q CONNECTIECn ON DETAILS U naw=+i1619 G� v.�o n PROPaOSED REAR DECK ELEVATIONI I I ®-- - L' � ]�� W UtX9JOI.sT GFGC63GOW re`�iS d� �` _ b %V T/9Le e5T] _ IfC.Gi0A4GC T4b WRMG"KG .dpi - __ T�OGi eai 6vP@tl6.DU�O � A�i�an.E�Er��1l�BUiFD d®�p _— _— 46 Ba1w00.aa.T TML �� r7.'O6.�IEWP-¢w0ia0a�V�0e��s $+P A PL4:EMENT OF LAG SCREWS AND BOLTS INN �PVLEMENT OF LIZ SCREWS AND BOLTS IN BAND JOISTS 3 uPROPOSED LEFT SIDE DECK ELEVATION POSED RIGHT SIDE DECK ELEVATION -.,- ^� I =: _ -X111• +`4-M ��Cd.xo P1 PROPOSED SECTION V THRU DECK _ •9aY ;� N ' �r�w•,nr�+war�a xu�x w �a A-8 NAILING SCHEDULE(EXPOSURE'B') NAILING NOTES NUMBER OF NUM9ER OF 1 NAWNG REQUWEMENTS ARE BASED ON WALL SHE NG NALPn 6 ON CENTER AT THE PANEL — JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE.IPWALLSHEATHINGISNAI S ON CENTERATTHE PANEL EDGETO OBTAIN HIGHER SHEAR C4PACRIES,NAILING REQUIREMENTS FOR BTRUCTURA.MEMBERS SHALL 8E DOUBLED, ROOF FRAMING ORALTERNATE CONNECTORS•SUCH AS SHEAR PLATES•SHALL BE USED TO MANTAN THE LOAD PATH. PAE1£R ro1oP MR RmEt.'^e-EC) c_� _ PE1 wrlEa 2 NMEN WALL E-TKNG IS f-0MINUOUS OVER COIWELTED MEMBERS.T};_TABLAATEO NUMBER Jpsr rO roP R.AT[RmeNM-Faj - 9-tod vza JpGr OP N4'LS SHALL BE PERI"PITEOTOSEREOUCED-01-16d PER FOOT. rERJ5a5�TOE TMAa^UEL RaTE4ITAGP ^y.Erlj n ]a_16a ]]-dP1 31BCFIIOSIO RT ISANTr SAGESTALES ARE NAL3 ANO GAGE STAARE PERMRTED.CHECKRA a•I� u.1sa n-aae 4ALL QLLMTRIES ARE BASED ON 16 OC SPACING FOR RAFTERS,JOISTS AND STUDS HV Am GtEATTS 6-16e - / S FEET ON ZAOl THNGF R bFEEEAK THE 4 FOOTER EDGEO ET 1ROOF,WCWOWG cealxG JQST l.aD9 ovm PARIRK.N ffAw+�ALEpi b FEET ON EACH 5PiE OF TIL ROOP PEAK.THE b FOOT PE e�ETER EDGE ZOM1E ATTACHMENT 1w Rt�. iv 9.aoe REOUIRFIIFMSSHPII BE UEED av n-aoJ i Sv u•tae ta_apd eapH L.m 6.FOR WALL SHEATHING WTTWN 4 FEET OF THE CORNERS,TIE 4 FOOT EDGE ZONES ATTACHMENT / / Evs EirrePS O ?v b•+� .aoe REQUIREMENTS SHALL BE USED / fl'O ANp GPe^TE0. 6.184 B-ape / cau TFTo vareP lPice+laEc7 FALSE VALLEY b RIF£a StDPE B+]i T6-xn T.ve pp6 raR6sr�.v CONNECTION DETAIL y v a+ tcu 6-na moeTv�� avAro GE¢ATEa a-+moa <_ve Fsi@ �"O1GOL as;a L �,�.H��SpE � �z aWacworp R^FrEa Ro ]-ee ]-toe EOOi EVO twwrev 6Rq (6/mN.a6 eua,6pe p sLL cure waTW 17 �® wa.Evmwcvm m rm]z>oEdoxP^PreP6 A W-IBOAeO TO EPP+ER ff!•m-WLE� ]-16e 3-IfiE Plp1 EN0 �1m�' PJ 9L mnauiept.T9 �R�O �]xv elf+EaaT WALL FRAMINGPw PpE6EA ja^wz6oT Gn6oNaE 6. ]HGp o�� TOP0.^r6 ra ipE MTe(PA�wWEq - ]-+m ' PER FmOf RIDGE DETALAT RIDGETENSION (aN:1-s�e..olw�wreD'�r / R xr1O+�+ T vrT,,�U CATHEDRAL.CEILING STRAP PETAL .Y. Trrw,r<.sATevm+sEeTaa.S ffA .aEol 6.1w 6-1aa Jawlsa:<Jmisce 4S mnEareplr o IN—Sao aa'a� 6""E z sTw rp snm ffArP.rm5o1 ]-1m ]•18a ]a oc FOUNDATION WALL FLOOR / v He^ozarm HEADFP rpe.�.Naa� lee tae woeA.aNO EOGEs FRAMING PETAL 5KYIJGHT DETAIL 6 TOE OR6ORCH MRT09MJ(EN:-NNLID) 9-Kd ].dOd FE49NP 16 pG 9 TRP.66T.o ero60N1A'r� eartpn aArarowwJosr eawWGT Bm:asT OR ]-10e� ]-tGa� PEiTOOT elawEaG ffA�-w.eEo) m�eac �• FLOOR FRAMING J ""'" 3xsxr.6TR^re JasTTo su..rovouTe aR GmcEa(roE-N•dtvl 4.ee a-t0a EFaJgsr e+ +wo+aoe amTM�A�� SECOND FLOOR IvmGEmro JasrRp•'-Num ]-ee ]-tw E.cn Elm RIDGE TOP PLATE SHEARWALL HOLDDOWN ,71 BWocemmJOGi Roe.NaiEOJ ]-fie ]-toe FXJe elm CONNECTION DETAIL CANTILEVER DETAIL y 0 z PIA:xM/. a/, Q?ti BIpC 3TD 31 LV TW P4ATE ROFNCLbj 5.+0e a_,ge egpl p;q-X g vJCN wIO1MnGfnm y�'muGa0.Tamb'oc wN nctfl BTW ew O LEasa 6TREro..._+-ff^aE-`ulLEpi 6-tm 6.+6e vwJOlsr t� __ 9 A JOISTa.N LeoGceroeean Roe-Ndtm/ s-ee s-toa EE¢JoSr srvn • mX.as rcws�ilm� T�6� qq C Bum JasTroJOBT�NaN.a6o1 s-I@e a-16a EceJolsr ermTuc noN NNLsm cR CAWTILEVER HOEDOWN DETAIL %mT�ral Daus sc ra+wuHeGHr ',�,' Bvs.mGrrosLLORTrn P.zre Roe-N•amI ]-1m ]-tae PERFOpf Mmupepremu v,mnwreou6 ROOF SHEATHING S,EUGTIPALPAx,,.e: PNEL NIERYE"1re ,,� (d16aNws 'o p EOGE9 51AEpR5 Y>paar.TX]a WN3 q mBa.TX]Y IDFYs PORCWRAFTER/GIRICER vEanerce EmGezpNe ' sJ >w4 CONNECTION DETAIL mea N+a6ar.oc Tn.Em+m oz .y ';, GA6LP ENTVNL4MEWRHIDOxOVf BL.OPC 8! d q '•%t CEILING SHEATHING LOAD pgTH/FLOOR "RST FIDOR RBST FLOORGrRwnwwJwaw mcap.ER6 ssrmERs TeoGe/n Eeio FRW PETAL SHEARWALLHOLDDOWN SHF_ARWALL HOLDDOWN WALL SHEATHING alµvax�a�G __xxRo�xPo 61RlORf�I.I PNEL6MM000.atm PifRL NfEW D14TE exzs 6unoRrs FOOTING DETAIL INiEY.pa ZON2 ' d W 6' 1S FSElmau+m EA•EN PaaE POOINaw•eu U FS )]9�2 6eD - 8 EDGE/6 F16D Oa�w^rm map)w T^ `aN�`�' W I}dL{ B4 - TFDGE/6 F8iD GYP5LM WNJ.00AR0 Sa CO:AEFS 5e f�JIFA9 TFJJGE/tp R�1D 41 PAa11O.Ee0APD P•NQ•19 6d &! SEe YA\1S^C'N3En cw0.66TW9 p�qg 6rypg ��H.1I FLOOR SHEATHING ��„Ea 6.Pew6rm�.a.�aT49 .�aN pR..�roT h4 5TRILTIReL PAN�14 HUavA fiT1ID9 � Raa�WDAr W^Rpi 6TWiv *��,�x,9� ' � U TOR U:59 Gd e'EOGEi RAW MSWID011YJNTO On - ..�+Fj,F r CtliPATFAMAVT 104 etD 10 n.:t mEAW BOROndoarK5!•m Ar �� � �•ti T--II'— r I II II II II II ��TM �; ll 11 II II II II I 11 �-E� sTas co�nFsrpa •+^I�'!y4Y �C I W T. AEA ER TIE DOWN DETAIL5 A-9 3 If REVISIONS: 05-29-1$ Add Front porch &Misc.Changes 07 05-1$ Add Fdn& Misc.Changes 77-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback 10-04-18 Added Deck/ Sunroom 11-08-18 Added Structure 12-02-20 AS-BUILT 2-9" 3'-2" 3'-2" 3'-2" 11 3'-2" 11 3'-1" RELOCATED SLIDING GLASS DOORS OPEN ONTO BRICK PATIO AREA G U EXISTING EXISTING TO REMAIN TO REMAIN CX 5 GX 5 GX 5 `�� CX'A45 CXR5 ---------{}---------{1 ,-2.. D--------------- EXISTING GONG PATIO ON GRADE )LY Vy SUNROOM x 10'-O" ►11 W I Area:181.7 Sq Ft n—J- ;__4 C61'ng Height:73" O Flooring:Porcelain Tile/Radiant Heat ' O U I p Ct �I EXISTING SLIDING RELOCATED GLASS DOORS EGRESS EGRESS EGRESS PROPANE TANK TO BE REMOVED ic1 CX14 GX14 CX14 EXIST FAMILY ROOM r _ O 131-10"X 13'-10"IRR EXISTING DOOR J, i REPLACE REPLACE REPLACE Arco:172.4 Sq Ft / Calling Height:8'-o" TO BE REMOVED --- D��� I `--'AR31 ABOVE R31 AR31 Flooring:Porcelain The/Radiant Hoot A31 1 A31 O 0 00 WALL 0 *EFRIG J it - �CC Pin-VING U3 7-0" ct 0 y OVEN p d 1 LL --Ji C W-J L O " '- " 1 OPEN OHEO O -- LAUNDRY/PANTRY EXIST BEDROOM EXIST BEDROOM BUILT-IN WITH i ; i ;1 COOK TOP O 7-0"x 7-6° 11'-0°x 12'-0° 11'-8"x 12'-O° 1 1 WALL OVEN, EXISTING COUNTER I _ _ I Arco:132 5q Ft Area:140 5q Ft W X Area:52.5 5 Ft SIDE ENTRY 1 MICROWAVE AND STOVE TO BE _ _ HOOD �o Ceilin Hci ht:8'-O" Ceiling Height:8'-0" Ceiling Height 8'-O" 5 U W EXISTING 9'-8"X 5'-4" 1 AND GABINET REMOVED 11 i`�1 O Flooring:Porcelain Til Flooring:Vinyl"Wood"Floor Flooring;Vinyl"Wood"Floor w �0 OUTDOOR Area:51.5 Sq Ft D2 30 8 RELOCATED TO r SHOWER Coiling Height:8'-O" _ ——— — 1 I Flooring:Porcelain Tile/Radiant Heat � PANTRY/LAUNDRY I I FULL HGT REUSE EXISTING g PROPOSED BATI�� i ROLL IN SHOWER ilii AREA i i PANTRY CABINETS AND O O d O W/TRENCH DRAIN 9-0 4____� yp l9 Area:9.5 3 Ft NEW 36" Sq PROPOSED KITCHEN W/ COUNTERS Ceiling Height 8'-O" PKT DOOR ISLAND WITH SINK EATING AREA D2 3068 BARN CABINETS BELOW • 251-8"X 13'-4" _ Area:342.2 Sq Ft V Ceiling Height:8'-O" NEW'BARN'TYPE DOOR ISLAND DOUBLE SIDED r"I p -----ar-------_ Flooring:Porcelain /Radiant Hca FIREPLACE W/STAINED GLASS ABOVE ^ NEW WOOD I II r REMOVE EXISTINGIWALL HALLWAY RENOVATE ^ EXIST BATH ct PLATFORM AT �1 I g:Porcelain Tile/Radiant Hoot EXITING BATH Flooring: 8'-3"X 6'-6" 3Y2 X ljYa' 2.Oe A_9A�-1-Atl--------- 3-X'_�9Y�_ — — Area:53.6 5q Ft w WITH NEW SIDE ENTRY I -- C----- ---" ---"--- - - O U C� I Oe 1�Al2AttAl"1 EXISTING}�2 Ceiling Height:8'-O" g FINISHES AND �•r WALL TO BE p d FIXTURES 1 POST WITH ill REMOVED NEW 3 p nO I EXISTING WALLS I STALL O iq • F'--I TO BE REMOVED (2)1-0 PIPES SII EXISTING FOYER SHW m I 1 1 TO ATTIC I i 5'-8°x 12'-21, O 1 i 1 Area:69 Sq Ft O + • (n u Ceiling Height:8'-O" WIG w M PROPOSED LIVING/ DINING AREA 5'-0"X 6'-3° Floo ing:Porcelain Tile/Radiant H at M BA U I l 28'-11"X 13'-7' Y Area:31.3 Sq Ft '-3" 4'-5" ry Area:404.8 Sq Ft 1 Ceiling Height:8'-0" q N wO I g Ar 5.1 S Ft I _----J Ceiling Hcight;8'-O" (h A I Ccilin Hcight:8'-O" p[ 3 ------------------ looring:Porcelain Tile/Radiant Heat nl (V EXISTING GARAGE QQ I N 21'-4"X 23'-10" E 1) to ______________________i Area:508.3 Sq Ft 1 O - CcilingHeight Ertl EXISTINGY EXISTING BATH I I I I� WALL TO BE TO REMAIN 61,11 REMOVED I I I ISI I I I FLOORS TO o l i ALIGN v I cn N >y O I I I EXISTING MASTER BEDROOM °J 20-4442-20 X v I �pc 19'-4"X 11'-4" 0.1 iT c+� REPLACE rj Arca:219 Sq Ft �.v I O I Z p[ Ceiling Height:8'-O" X �0 j U 5042 PIX i Z Flooring:Vinyl'Wood"Floor Z w v I X PROPOSED FRONT PORCH REPLACE i w w I ry 381-01,x 6-0, W8 1 Area:205 Sq Ft I CoilingHeight: COMPOSITE g DECKING 1 END OF PORCH 1 EGRESS EGRESS U 3 Y2'X 114" Oe PARALLAM 3 2"X 11 Y4" 2.Oe PARALLAM I I GX14 CX14 ON "c -- -- -- -- -- -- -- -- -- -- �- ------------- ----------------------------l4 REPLACE REPLACE N o W LATTICE BELOW LINE OF PORCH A ROOF ABOVE EXISTING CONC STOOP TO BE REMOVED LINE OF FRONT PORTICO ROOF Cn 22'-0" 38'-O" ABOVE 20'-O" U I T J U) PROPOSED FLOOR PLAN INDICATES EXISTING WALLS TO REMAIN --------------- INDICATES EXISTING WALLS TO BE REMOVED -.. INDICATES NEW WALLS 1_l U INDICATES SMOKE DETECTORS, ALL OF WHICH MUST DEC - 7 �`i .,. OBE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. OINDICATES HARD-WIRED CARBON MONOXIDE DETECTOR �* c� - cit�"�,��X,"t',A�`�•.m, FF I EXHAUST FAN 49 �- N4 ' � o-,t DRAWN: JM/MS . '� SCALE:;� s d;aa AS NOTED 4 JOB#: SHEET NUMBER: A-4 REVISIONS: 0$-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn& PROPOSED FRONT PORCH AND ENTRY PORTICO ADDITION Misc.Changes ]- Rear Deck 08-7-18 Prelim Permit Se 08-21-18 aid Set 08-28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback 10-04-18 Added Deck/ _ ' NEW,4RCHITECTUR�L ,gSPHALTS 11-08-18 AdddeddedStructure CEDAR IMPRESSION ROOF 5HINOLE5 12-02-20 AS-BUILT SHINGLES AT GABLES (Please provide cost for this option) CEDAR IMPRESSIONS CLAPBOARD SIDING TRIM N N BOARDS w � OM L D CD � a IL CD ° * CEDAR IMPRESSIONS CEDAR 20-4442-20 5042 PIX - CXJ4-- `a BOARD INSULATED SIDING -------- T------------ -------------------------- - REP E REPLACE (Please provide cost for this option) YT 1 - GHEGK FOR ROT � * DOUBLE 4 VINYL SIDING con BRICK ENCASED PIER (Please provide cost for this 2nd option) LINE OF EXISTING ADD SHUTTERS @ FRONT PORCH LINE OF EXISTING FRONT ENTRY . PROPOSED WOOD BRICK TO BE PLATFORM WITH REMOVED COLUMN CONCRETE STOOP RAILING AT SIDE (TYPICAL 9 4 TO BE REMOVED ENTRY 05ED FRONT ELEVATION LOCATIONS) 075L:=�1/4�=1'-0" c� W .r..l CC3 CEDAR IMPRESSION r--� SHINGLES AT GABLES CEDAR IMPRESSION SHINGLES AT GABLES PROPOSED FRONT PORCH ROOF 11 H 1111 11 111 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - _� —� — PROPOSED H .r..i - - - - - - - - - - - - - - - - - - - - - - - - - FRONTct PORTICO EXISTING DINING IDER ROOM WALL I I O I I BEYOND 20210 20210 II REPLACE REPLACE II CX 14 BRICK PIERREPLACE REPLAA CE CEDAR IMPRESSIONS I ° EXISTING BRICK CLAPBOARD SIDING I I ir1 nl ----- - - - - - - -- - - -- -- - - - - - - - - - - ---------- I I EDGE OF PORCH EXISTING CONC _ --------- 40' FROM FRONT PATIO ON GRADE I I PROPERTY LINE EXISTING LEFT 51DE ELEVATION PROPOSED WOOD PROPOSED RIGHT 51DE ELEVATION PLATFORM WITH 3 =1'-0" RAILING5 AT SIDE Scale:1/4" +, ENTRY m N rn C) o rn m o w V C,ON \ 18'-6" ENCLOSED SCREENED-IN PORCH o w CEDAR IMPRESSION SHINGLES AT GABLES AILLO LM N - - - - - - - - \\ �'AR31�� �'AR31�� •'AR31�� ,� �� U 1 4— I CEDAR IMPRESSIONS CLAPBOARD SIDING -------'-`------JI - CXW1"S "two-9 GXW 1 W15 �XW 15 _- I EXISTING TO REMAIN .a 1 -- I - - - - - - - - -- I - - - - - - - - - - a � �iJ DRAWN: JM MS NEW WINDOW UNIT AT EXISTING SCREENS SCALE: AS NOTED PROPOSED REAR ELEVATION ENCLOSED PORCH AND SCREEN DOOR TO PROPOSED WOOD , ° F JOB#: A BE REMOVED PLATFORM WITH Scale:1/4"=1'-O" RAILING AT SIDE ENTRY "• __.,. ' SHEET NUMBER: REVISIONS: 05-29-18 And Flom porch R Misc.Changes REScheck Software Version 4.6.4 07-06-18 Ad'F6 Misc.Changes Compliance Certificate 07-23-18 Rea Deck 08-7-18 PreiimPermitset $-21-18 Bid Set 0$-2$-1$ MiscChariM Per Client Project MANNING RESIDENCE 09-13-18 Removed Deck 09-19-18 Porch setback Energy Code: 2015 IECC 10-04-18 Added Deck! Sunroom Location: Mattrtuek,New York 11 -18 Addedsifuchre Construction Type: Single-family Project Type: Addition 12-02-20 AS-BUILT Climate Zone: 4 (5331 HDD) Pormit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 1330 DONNA DRIVE MATTITUCK,NY r.'•.,N...e,:.,.......-:., ... .. . . - .. _._,....._.,,..,....................... .. .. .. ... Compliance: LEX Better Than Code Maximum UA: 55 Your UA: 54 Maximum SHGC: 0.40 Your SHGC: 0.33 The%Better or worse Than Code Index reflects[row close to compliance the house is based on code tradeoff rales. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies r........... Ceiling 1:Cathedral Ceiling 193 28.0Wµ+ 0.0 0.037 7 0 Wall 1:Wood Frame,16'o.c- 273 13.0 0.0 0.082 15 U Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 61 0.300 18 SHGC:0.34 0 Door 1:Glass 25 0.300 8 00 0 0 o SHGC:0.29 .rl 0 4 0 0 Floor 1:All-Wood Joist/Truss:Over Outside Air 191 28.0 0.0 0.034 6 00 0 0 0 00 0 o-CP% 0 Q o o Qo 0 0 0 0o Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other Fyi o calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in 0 0 0 REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. y,�n I Q o QQo 4 o v4J'r"� 0 0 0 0 / 00 o p o Qo o0 00 Name-Title Signature Date 0 000 0 00 o° 00 0 0 0 0 Q 00 0 � Q 0 � cu O O 0 ° 0 0 c oO o oQ ooCd o °o o 0 ° Q p 0 ooQo 0 0 0v o p 0 0000 °QQ 00 0 0 00 O e Q ::�oQo 080 ° oo 000,47 C 0 � o ° oQ Q o 0 o °o �-i 00 • ..� r .\ o . 000 •o 0 0 o Q Q,, 00 0 0 O U•• •o 0 0 0 � V ° Q o o Q 4Q o 0 O° vV v o ° 0 0 oa - _ -- -- 0 QQ O v _ o _ - - - o p 4Q, Project Title:MANNING RESIDENCE Report date: 10/04/18 �1 o poQ 00 0 $o o Data filename:CAPROJECTS_2\MKS Architect\MKS O418_056_ManningResid\Mannin g_ResCheck.rck Pagel of 1 o I I 00 00 0 o Q o r _ 0 p � •o 1 \ °° o LIL •o Q =I �, --- - o• L:1 - ,�'N1 it- -� � • r TS __ A ----------------- ---------- - » .. Cd TLT A. o - o Cd --A s� Cd -�7 � --......--.,...�,��_� � ♦rte MANNING RESIDENCE : �m JUL 1 9 20 1 ENERGY NOTES NOTE: LIST OF DRAWINGS CODE ANALYSIS ZONING ANALYSIS T- OCCUPANCY:Residential Single Family Detached ZONING:Residential'Rr40' 1.Calculations are valid up to 5999 degree days. This project complies with the 2015 International Residential Code(IRC),the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: TI GENERAL NOTES,CODE REFERENCES 2016 NYS Supplement to the Uniform Code,the 2015 International Energy Al PLOT PIAN Conservation Code OECC), 2016 NYS Supplement 1. AN work shag conform to the requirements of the New York� �e Balloting Code; REFERENCE STANDARDS: Dimensional Regulations: 2.Certified conformance for Zone 118. CCC) pp ement to the Energy Code,the all Work shag IrNernational Residential Building Code(2M Percent of Lot Occupancy. 20(max) 2015 Wood Frame Construction Manual CAtFCM 2015),NFPA standard 70, also conform to the requirements of any other Godes and authorities FOUNDATION SYSTEMS:Shaft conform with Code sections and TAbles AAB 2 EXISTING PLAN$ELEVATIONS having jurisdiction.The Contractor shall obtain and arrange far all required permits, R401A 8401.4.1,R402.2,8404.1 AND R408.1 THRU 4083 PROPOSED FOUNDATION PLAN Wood From Construction Manual AF PA(2015) Height 35'-0" 3.Wood framed floors,walls and ceilings shall have an approved 'the National Electric Code,and the Zoning Code of the Town of Southold inspection,certificates and tests, A4 PROP05ED MAIN FLOOR PLAN Climate Zone 11B Min. Lot: 40,000 Sq Ft vapor barrier(permeance rating of 1.0 perm)installed on the ANCHOR BOLT SIZE AND SPACING- 5/e 0 0 36'O.G. � PROPOSED LIGHTING$ELECTRICAL.PLAN ASPHALT ROOF SHINGLE NOTES x w�: U -O" 'warm in winter side of thermal insulation. 2. All foundations shaA rest on undisturbed soil of 1 T S.F-bearing ca A6 PROPOSED ELEVATIONS o m M'0 _ Degree Days:5750 g Pa�Y: Front: �cO-0- 1. Asphalt roof shingles shall have selF-sealing strips or shall be contractor shag have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST DECAY:ReFer to Section 8319 A7 PROP05ED SECTIONS/WINDOW$DOOR SCHEDULES � �4'u DESIGN LOADS: Side 1: Min Side yard of 15-0' 4.Windows and sliding doors shall have a max air infiltration interlocidng and shall comply with the requirements of ASTM D-225 A8 PROP05ED REAR DECK PLAN, ELEVATIONS$SECTION ; ROOF 20 psf ground snow load Side Total: 36-0' rating of 03 CFM per square foot of window area. Swinging or D-3346,installed in accordance with sect.r 9052 PROTECTION AGAINST TERMITES:Refer to Section R320 Basic Wind Speed:130 mph Rear 50-0' doors shall have a max air infiltration rate of 05 CFM per 3. Concrete has been desngned"'accordance with ACI 318-14 'Blnfi"g Code NAILIN SCHEDULE, NOTES$CONNECTOR DETAILS ;� w �, Requirements for Structural Concrete.Ag concrete work shall conform to o °' " U I'ift.31 square foot of door area. 2.An fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of AGI-301-16.5 BUILDING PLAN REVIEW NOTE: 0 <r . FLOOR SYSTEM:Shall comply with Gha 5 �r p psf regli "Specifications for Structural Ph' Pte' � o s. stainless,alumifiils. Fasteners shall be Town of Southold Plans Examiner shall review the enclosed document for minimum Dead Loads:10 psf Concrete for Buildings(fe=3000 psi),All exposed slabs,and steps shall be •U r num,or copper roofing nails. 5.Skylight shafts shall have a minimum insulation value of minimum. minimum 12 gage shanked with a minimum 3/8'dia.head,and of sufficient 3500 psi air-entrained.Reinforcing steel shag conform to ASTM A-815 Grade WALL BRACING SYSTEM:Shall comply with Sections R .8 G02 ,602.10, acceptable plan submittal requiremeri s of the Town of Southold as specified in the � � .- t � Table R301A length to penetrate through the roofing materials and the sheathing. 60- R602.10.10,R6132,AND R6133 Building and/or Residential Code of the State of New York This review does not V m .., Minimum Uniformly Distributed Live Loads G.Garages-front,sides,doors,interior shall have max.U--AO guarantee compbrice with that code. That responsibility fs guaranteed render the seal � �° � U)'�-� � ,,� (m Pounds are Foot 3.Asphalt roof shingles shall have the minirrwm number of fasteners as 4. Ag fr aurin members shag be #2 WINDOW ANCHORAGE Shall comply with Section 86135 and sigrature of the State of New York licensed design professional of record. That `V °1 P� ) 7.An fireplaces shag be provided with a damper for outside required by the manufacturer. a (Fb=850 psi}provide(2)2 x 8 header seal and signature has been int ° W rep P Pe � over all wag openings,unless otherwise noted. i9 interpreted as an attestation that to the best of the Use Live Loads combustion air 150-200 CFM- All flues shall have tight seated WINDOW MULLIONS:Shag comply with Section R613.6 gcensees belief and information,the work in the document is: damper with a max.air leakage of 20 CFM. All fireplaces 4.For normal applications,asphalt roof shingles shall be secured to the 'AccurC& Exterior Balconies 60 S. Micro-lam girders(ML)shag be laminated veneer lumber with E=2,000,000 PSI. shag have tight fitting non-combustible doors. roof with no Less than four(4)fasteners per strip shingle or two(2) Flo=2,800 PSI,as manufactured by TRUS-JOIST MCMILLAN. EXTERIOR WALL COVERING Shag t:omply with Section 8702.1,8703.1, •C��with governing codes applicable at the time of submission Decks fasteners per individual shingle. R703.4 Refer to Table 8703.4 for weather-resistant Siding Attachment and Passenger Vehicle Garages 50 8.The Contractor shall submit the design,size and type of 6. Double frame t round all openings,under parallel wags and under bathtubs.Provide Minimum Thickness. Refer to Table 870352 for Woad Shakes or Shingles. 'Conform;with reasonable standards of practice and with the view to the mechanical systems which will be used,in sufficient detail,as 5.Aspholt strip shingles shag have a minimum of sic(6)fasteners per Sim Attic without storage 10 psora hanger connections at all flush structural load bearing conditions. safeguad of rife,health,property,and public welfare is the responsibility required by the Building Department. shingle where the eove is 20 feet or higher above grade or where the FOAM SIDING BACKER BOARD:Shag comply with R31425 Attic with storage 20 base wind speed is 120 mph or greater. �f the liensee. 7 All concrete block shag conform to ASTM C90.Mortar shag be type M Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to ROOF/CEILING CONSTRUCTION:Shag comply with R601A and U Sleeping Rooms 30 85 degrees Fahrenheit SAFETY GLASS REQUIREMENTS S. An steel work shag conform to the requirements of the ASC'Specifications for AFPA/WFCM 2001 Refer to Rafter Span Tables R8025.10)and(2). 0 9 U) Stairs 10.All ducts and pipes shall be insulated as required by code. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design,Fabrication and Erection of Structural Steel for Bugdirrgs.Steel shag ROOF ASSEMBLIES:Shan comply with Section 8902,R903 and R904. � Guards and handrails 200 �� to ASTM a572(GRADE 50)and Ar501. 1Al 11. HVAC Contractor shall verify heat loss calculations. . Any gazing n airy door type. ROOF SLOPE Shag comply with Section R9052.2 N 9. An electrical work shah conform to local NEC and Underwriters Laboratory H DEFLECTION LIMITS: Rafters with no finished ceiling attached:LAW 12.An cellar and/or basement doors shall be insulated, 2- Glazing in any wags enclosing a shower,tub,a sauna or steam room". requirements. ASPHALT SHINGLES:Shag be secured to the roof with not less than(4) � Floors:1-/360 f 10.Pre-abricated fireplaces and flues shall be UL a fastener's per strip shingle or(2)fasteners per individual shingle(89052.6) 13.The lacer certifies that to the best of his knowledge, 3. Arty windows within 24'of a door'". '� approved. Bldg Dept copy from ZBA Belief,and professiomI judgement that the plans are in 11. Install smoke detectors and carbon monoxide detectors in accordance with all state INTERIOR FINISHES AND MATERIALS:Shag conform to the fire spread Final reviewed d ents U) WINDOW NOTE FOR LOCATIONS WITHIN compliance with the Energy Conservation Constriction Code 4. Any individual Acme of glass with an area greater-than 9.0 sq.ft where the bottom and smoke-density requirements of Section 9315. ZBA File is -ti- �j" ONE MILE OF SHORELINE of New York State.(August,2007) is less than 16 above the adjacent finish floor within 36'of the window. and local code requirements- Date:/o/ a l x4 12-The Contractor shall verify all existing conditions beFore starting construction and INSULATION AND VAPOR BARRIERS:Shag be fire rated per Section All new windows and glass doors shall meet the requirements of S. Glazing in walls of spas,hot tubs or indoor pools within 6-0'of the water': R316. the large missile test of ASTM 1996 and or ASTM E 1986 shall notify the engineer of any ambiguities or discrepancies before proceeding with 6. Glazing in stairways and landings within 3'-0'horizontally of a walking surface". the work.If any ons arise before or during construction as to the intent or OR GYPSUM BOARD:Shag cortForm to Section 87023. details of the c4-awings,the contractor shah call the Architect,Mork Schwartz,at The contractor shall provide pre-cut}�2 plywood panels to cover r '� •.;ter. the lazedopenings$shall rill at 12'o.c.to a THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE (631)734-4185 for clarification and/or instructions.If the contractor fails to follow g pre-drill edges ccePt MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: -�',� �« C`,r�;•�;' 2 1/2'#8 wood screws and provide adequate number of screws GLASS IS MORE THA 60'ABOVE THE FLOOR the above procedure,he shall assume all responsibility for the consequences of his to Section��• , for fasteni actions and/or decisioris. �%\I S ng. 4e 13.The owner shat anion for STAIR LANDING.Shag comply with section 83115.4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) arrange supervision of the construction"fork to ensure compliance with the contract documents. '` -r DRAWN: JM/MS STAIRWAY:Shag comply with Section R3115 WIND DESIGN SUBJECT TO DAMAGE FROM ' X GROUND SEISMIC WINTER ICE BARRIER MEAN HANDRAILS:Shan comply with Section 83115.6 . 5P1::ED TOPOGRAP'HIG SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE FLOOD AIR FREEZING 14.When using ACO pressure treated lumber all nails,screws,sill plates and wind ply * _«ai. SCALE:AS NOTED DESIGN DESIGN UNDERLAYMENT ARDS INDEX ANNUAL- PPbe 9 JOB#: SNOW LOAD EFFECTS REGION DEBRIS ZONE Cp,-fEGO DEPTH TEMP REQUIRED TEMP ►'° must be hot d galvanized or stainless steel fasteners. .Per r302-13 code,new floor-joists at basements only(not crawl spaces unless SHEET NUMBER: - lbs/ftZ MPH .F .F 15using 2x dimensional lumber or..icrohm joists,1/2"sheetrock must,be installed on PROVIDE TRUSS SIGN IN ACCORDANCE WITH MODERATE TO underside of joists(wood-4joists or steel joists).TA flak jacket to be used in place PART 1265 OF NYS CODE 20 130 YES NO NO B SEVERE 3'-O' HEAD, 11 YES NO 452 52.70 of standard TJI wood-is for exception to code requirement(no sheetrock). T- 1 REVISIONS: 05-29-18 Add Front porch &Misc.Chances 07-06-18 Add Fdn & Misc.Changes 07-23-18 1 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 Misc Chamzes Per Client 5 870 1�' 20" E 137.32' 09-13-18 Removed Deck 09-19-18 Porch Setback - - - - - - - - - - - - - - - - - - - - 10-04-18 AddedDeck/ unroom 0 11-08-18 Added Structure 1 � y I O' S? 20 AS-BUILT 5-5-21 6-24-21 Added Dims u1 w m I (� C) w 4 (j) I t �p 40'-0" NON-CONFORMING \ m LOT FRONT YARD SETBACK , RGPRIPRp S��gP �, ct � I 1 \ I I � I i •v � I ct A-1 0 2.33(14 ct ' \ I O \ ENTRY PORTICO 4-4 , EXISTING ' -1° 1 - STORY EXISTING PATIO ON FI AI F_ DWELLING ' ` GRADE 1 ROOF OVER PORCH I EXISTING 3.0' CHO) 1 Q ctSUNROOM � 1 O - , 10.3' ct EXISTING GARAGE Ct 1 I ' 1 , 40'-6" 44.0 1 21 011 I � m o x � a x C I 1 o W (V 1 I � CIA I U o o , of to o g m I o E~ Bid Dept cop from ZBA SITE DATA °^` ` ° Fina reviiewe4e d ments SGTM# 1000-1113-15-15 l — ZBA Fite # ? Date: p/ U 2 - tS1 - - - - - - - - - - - - -- - - - - -- AREA OF LOT 20,4667 SQ. FT. �4 N 870 10' 20" W AREA OF HOUSE 2,1668 SQ. FT. I GARAGE 517 SQ. FT. 1 COVERED PORCH 205 SQ. FT. PLOT PLAN TOTAL AREA 2,8.00 SQ. FT. 1 Scale:1"=10-0° NON-CONFORMING LOT DIMEN510�AL REGULATIONS LOT COVERAGE 2056 ALLOWED /14516 ACTUAL To I FRONT YARD 40'-0" 1 ".• ' . SIDE YARD 1 15'-D" 1 �h f{((' ► DRAWN: JM/MS _ SCALE: AS NOTED TOTAL OF BOTH 51DE YARDS - 35'-O" —— —— —— —— —— — 1 r JOB#: A REARYAR0 -- 50'-O" TERESA DRVE HI10 0 N SHEETNUMBER: REVISIONS: 05.29.18 Add Front porch R Misc.Changes 33'-2" 20-11" 26'-0" 07-06-18 Add Fdn Misc,Changes 07-23-18 Rear Deck 08-7-18 Prelim hermit Set OS-21-18 1 Bld Set 08-28-18 isc Changes er Client 09-13-18 Removed Deck .371 09-19-18 Porch Setback 10-04-18 Added Deck/ 13'-10" 18'-2" Sunroom 11-08-18 Added Structure EX15T 5GREENED-IN PORCH 18'_2"X 0-7 bl EX15T FAMILY ROOM Area:174 Sq Ft O 13-10"X 13'-10"IRR Ceiling Height:6-0" Area:172?Sq Ft m Ceiling Height:8'-O" STACK W/ D ►ri EX15T BEDROOM EX15T BATH i9 Q O U EXIST LAUNDRY 1r-o°x 12'-0" EXIST BEDROOM N Area:132 5q Ft CV FO g 5'-6"X 6'-2" 11'_8"X 12'-O" C� Arca:25.5 Ft Arca:33.9 5q Ft O �`1 Ceiling Height:6-0" Area:140 5q Ft O Bilin Hei h+: Ceiling Height:8'-O" 0 Ceiling Height:8'-O" �� ,0 SIDE ENTRY EX15T KITCHEN W/ ct x 5'-4° -4 EATING AREA Area:51.5 5q Ft (Yl 32'-O"X 13'-4" Ceiling Height:8'-0" Arca:426.6 5q Ft ^� Ceilira -eght:8'-O" VJ,J DOUBLE 51DED C7: a d --------------------- i FIREPLACE I EX)ST BATH �..t I "Oor I 8._3..x 6._6.. Q 0 I - Area:53.6 Sq Ft Gelling Height:8'-O" 1T-11" I i9 4 I C;j WIG W I 5'-O"X 0-3" m M SA Arca:31.3 5q F+ EXISTING DINING ROOM Geilirg Height:8'-O" Ar 5.15 F+ 0'-6'X 3'-5' bl Ceilin Height:8'-O" ---------------------- m Area:140.9 5q Ft EXISTING LIVING ROOM in EXISTING GARAGE Q Ceiling Height:8'-O" 17-11"X 13'-5" i 21'-4"X 23'-10" Arco:261.4 Sa,Ft _-----_---------------- Area:508.3 5q Ft Celling Height:8'-0" EXISTING FOYER I Geilirg Height: I 5'-8"X 13'-9" I Area:78 5q Ft Ceiling Height:6-0" I Q� EXISTING MASTER BEDROOM x,1,_4„ r Arca:2'9 5q Ft Q Z p� Geilirg Height:6-0" I Q F_ Q� x I LL� 111 I Q � Q I Ll � M 22'-0" 2 EXISTING FLOOR PLAN Scale:1/4" =1'-0" 0 cr) C M O _ coCz O } - — — - - -- - -- - - - - •tj w .x V _ O � 4.5 ---- - U M di t00 .I-1 III .I' _i I�',II L ii ''�i�I Illi I .,I _ r II ''Il;_ W T- T: — — — — — — — — — — — — _ ,Ili, ' -_ i I I,li, i __I,; --•t U 0 EXISTING FRONT ELEVATION FRONT ENTRY o EXISTING RIGHT SIDE ELEVATION � 5cale:3/I6" =1'-O" 3 Scale:3/16" =1'-O" ENy Bldg Dept copy from ZBA Final ZBA File low tt 7 x I I' A DRAWN: JM/MS SCALE: AS NOTED Lu L----------J I JOB#: - - - - - - - - - - - - - - - - - - - - - - -- - - �!'�a° IL ' SHEET NUMBER: 17 EJ 2 2 EXISTING LEFT SIDE ELEVATION ISTING REAR ELEVATION Scale:3/16 -1'-O" 04�11- w 3/16"-1'-O" REVISIONS: 05-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn & Misc.Changes 07-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08 28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback 10-04-18 Added Deck/ Sunroom 11-08-18 Added Structure 12-02-20 AS-BUILT 18'-6" NEW FOUNDATION U #5 DOWELS CCD 12"O.G.V. (DRILL$ EPDXY 6" INTO LINE OF EXISTING N EXISTING CONCRETE) 5GREENED-IN 7 PORCH ABOVE ct ---------- -- ---+ r--------------------------------r I------------------------------------------------- 17-10" ---------------------------------- -17-10" i 8" ct � Z i 7� NEW CRAWL SPACE j i 2 X 8 LEDGER BOARD BOLTED C)iz 1 I i U w i TO HOUSE WITH%"o BOLTS @ Q I i i I (0 °L IL I I 16" O.G. (STAGGERED) 1 I CRAWL SPACE , I u O ►- T , I u- X � 03 bl I > p i i i I IL Z I #5 DOWELS C@ 12" O.G.V. z w i i (DRILL� EPDXY G" INTO V0 � EXISTING CONCRETE) ------------------------------------------- p �--------------------------- I ---------- ---------------------- ------------------ r — ------ I--——————————————————————————-- —z, — i--t 1 i I i i i s r--- ------------------ -----i ---------— -------------------------------------------------- —j ------------------- I I I I I I I I I I I I I I I I I I I I I CRAWL SPACE r----------� I I I L_L _J-i I I I , I r_ —� � I L----------� I I ZCi ° 0 I ENTIRE BASEMENT GEILINO TO BE , r--------- i X �o L----------------------------------------------------J I w @, ' I ; REMOVED AND REPLACED IN KIND N �, ►y'� FIREPL.AGE FOOTING I ' I I ----------- i LALLY COLUMN ON (Please provide cost for this option) ^ r----------------------------------------------------- I 2'-6"X 2,-6"X 1'-0" I �- I , M I j j I GONG FOOTING I I r- , I 11 `- ----- I I I L— 1 —J I •r-1 L----J L-- —J L---------------J I I7— olf 2X10FJogf 2X10 FJ I @ 16° O.G. I @ 16° O.G. m ; Ct M EXISTING BASEMENT I I I 57-4"X 34'-8"QtZ I Z.1679.3 5P Ft I , I I Ceiling -leight: � I I -i L I I I 7 LL I b I L— —J GONG SLABi I �X l9 L—t—J I wrv � I I I I I i I I I I I I I I 1 I o r~ + I I r'' v I I I I j ON X Ln I L----------- ------------ I C, ?+ X m v L J I - - I w + i 2 X 6 LEDGER BOARD BOLTED I I TO HOUSE WITH 7,3"0 BOLTS @ D I 16" O.G. (STAGGERED) U GONG FOUNDATION Q = I I I I I I C31\ m "" I I I FOOTING FOR 1'-O"X 1'-O" - I I I i I i N v >✓ v t X @J I I I I I , r ----------------------------------------------------� L , -- -- BRICK PIER -- - ---� N -- ��----- -- - ---� i I ------------------1 ------------------------ ---� i w I 3 2X10 �- 3 2X10 I I , L -------------------------------------------------------------- L--- l9 L 1 6"X 6"AGO — POST ABOVE -- XISTINO FOUNDATION PLAN LINE of PORCH ABOVE 6.. -O" ale:1/4" .1'-O" LINE OF PROPOSED W FRONT PORTICO ABOVE C�4 U LINE OF PROPOSED FRONT STOOP � u H x Bldg Dept copy from ZBA U Final review .�-}}�ments � i i i f A DRAWN: JM/MS 4 SCALE: AS NOTED JOB#: SHEET NUMBER: REVISIONS: OS-29-18 Add Front porch &Mise.Changes 07-06-18 Add Fdn& Mise.Changes 07-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 Nlisc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback 10-04-18 Added Deck/ Sunroom 11-08-18 Added Structure 12-02-20 AS-BUILT 26'-0" RELOCATED SLIDING GLASS DOORS OPEN ONTO BRICK PATIO AREA G EXISTING EXISTING Q� TO REMAIN TO REMAIN CX 5 CX 5 CX\1A5 CX 5 CX 5 7� .r-. EXISTING CONG PATIO ON GRADE con )Lj SUNROOM -4 18'-2"x 10'-0" W F Arco:181.7 Sq Ft •� Q w 0) Ceiling Height:73" Flooring:Porcelain Tile/Radiant Heat 0 O ct w EXISTING SLIDING RELOCATED ` GLASS DOORS EGRESS EGRESS EGRESS PROPANE TANK u EX15T FAMILY ROOM TO BE REMOVED iti GX14 CX14 CX14 Q 13-10"x 13'-10"IRRREPLACE REPLACE REPLACE Area:172.4 5q Ft EXISTING DOOR vo O O O Ceiling Height:8'-0" TO BE REMOVED D3 � AR31 ABOVE R31 AR31 Flooring:Porcelain Tile/Redlart Heat A31 1 A31— — a WALL DO kD REFRIG J �s p "" L T-O" ct ct OVEN p O _ �V D 1— 24'-8" OPEN SHELVING n o r—+ - LAUNDRY/PAN RY EXIST BEDROOM EXIST BEDROOM w BUILT-IN WITH U 1r-o"x 12'-0" n'-8°x 12'-0" WALL OVEN, EXISTING COUNTER COOK TOP O 7 0'x 7-6° �q w AND STOVE TO BE HOOD Arre0:52.5 5q Ft Area:132 Sq Ft Arco:140 5q Ft d U EXISTING SIDE ENTRY MICROWAVE C Ceiling Height:8'-O' Ceiling Height:8'-0" Ceiling Height:8'-0" W WID[ OUTDOOR 9'-8"X 5'-4" REMOVED Flooring:Vinyl"Wood"Floor Flooring:Vinyl"Wood"Floor Area:51.5 5q Ft D2 30 8 AND CABINET RELOCATED TO r Flooring:Porcelain Til SHOWER Ceiling Height:6-O" PANTRY/LAUNDRY Flooring:Porcelain Tile/Radiant Heat -4 FULL HOT REUSE EXISTING LArca: SED BATH ROLL IN SHOWER m AREA PANTRY CABINETS AND O W/TRENCH DRAIN L L Q gp x 5'-10° COUNTERS l9 9.5 5q Ft NEW 36" 15LAND WITH SINK PROPOSED KITCHEN W/ eight: PKT DOOR EATING AREA D2 3068 BARN CABINETS BELOW 25,_8„X,3,�, _ Arca:3x-2.2 5q Ft — U Cali- Hcight:6-O" �,.,._, NEW'BARN'TYPE DOOR O ISLAND g DOUBLE 5-QLD N Flaarirg:Porcelain Ile/Red' — I icr+Hoc FIREPLAC.� W/STAINED GLASS ABOVE HALLWAY RENOVATE � NEW WOOD I PLATFORM AT I ��REMOVE EXISTINGIW,ALL Flooring.Porcelain Tilc/Radiant Heat EX813T(BATH EXITING BATH ^ W WITH NEW V I 3/2 X 11 y 2.Oe PARALLAM _ X O Y2 _ Area:53.6 5q Ft U 510E ENTRY I -- -- -- —— EXISTING/ O FINISHES AND I 2.O�e PARALLAM Ceiling Height:8'-G" 1 WALL TO BE p p FIXTURES I I r REMOVED NEW O a 3 O . EXISTING WALLS POST WITH I STALL 0 b—•I � TO BE REMOVED (;2)1"0 PIPES EXISTING FOYER 5HW 0) TO ATTIC 5'-8°X 12'-2" I I Arco:69 Sq Ft O M I I M Coiling Height:8'-O" WIG W PROPOSED LIVING/ DINING AREA Flooing:Pcrccicin Tile/Radiant H at 5'-0"X 6'-3" M 8A r•I I I 25-l"'X'8-7 � Area:31.3 Sq Ft '-3" , I roc: C .8 Sq Ft I Ceiling Height:8'-O" An • 5.1 5q Ft W cv I O Ccllir rc r}:8=✓' I Cciiir Hcight:8'-0" p[ 3 -----------------------j ✓ n1 laarrct�orocicr"��i!a i R�alcrt Hec CV EXISTING GARAGE 7'-4:'X 23'-10" --------------------- I Area:508.3 Sq Ft eV I Ceiling Height: EXISTING Y2 EXISTING BATH WALL TO BE TO REMAIN 61I REMOVED FLOORS TOCD ALIGN m N o I j 20-4442-20 EXISTING MASTER BEDROOM x = v I 10-4"x 11'-4" � � m p REPLACE 1— Area:219 Sq Ft Z p�[ Ceiling Height:8'-0" X I O `� p � o `n I U 5042 PIX Z Flooring:Vinyl"Wood"Floor z �+ v .� jPROPOSED FRONT PORCH LL w o °J p x - REPLACE N _______________� o: 05 SgFt 381-01 x 61- 11 wa M Ar COMPOSITE � I � Calling Height:7-2° DECKING END OF PORCH , v EGRESS EGRESS a, 3 Y2'X 114-12.Oe PARALLAM 3 Y�'X 114" 2.Oe PARALLAM I . -- -- -- -- -- -- -- -- -- -- -- -- CX14 CX14 REPL,AGE REPLACE LATTICE LINE OF PORCH • BELOW ROOF ABOVE A EXISTING CONC STOOP I ' TO BE REMOVED LINE OF FRONT PORTICO ROOF W ABOVE 20-0" U O 80'-0" U) FLOOR PLAN INDICATES EXISTING WALLS TO REMAIN N Eon, oEROPOSED Scale:1/4" .1'-0" h INDICATES EXISTING WALLS TO BE REMOVED ]Bldg=from(Final INDICATES NEW WALLS ;ZBA date: U OINDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. O INDICATES HARD—WIRED CARBON MONOXIDE DETECTOR - 14 ' } Itz Is F I EXHAUST FAN , Artp J:. e ' d: } DRAWN: JM/MS ra'•+5 mow, SCALE: AS NOTED JOB#: SHEET NUMBER: REVISIONS: 05-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn& Misc.Changes 07-23-18 Rear Deck 08-7-18 Prelim Pennit Set 08-21-18 Bid Set 08-28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback 10-04-18 Added Deck/ Sunroom 11-08-18 Added Structure 12-02-20 AS-BUILT U � U f FLOOD LIGHTS (TYP) EXIST FAMILY ROOM 1 ,-- NIA-9 � T 1 I •�4--� C/� crj C) A A A Aa / i \ I G% r� I o ---------- --------------- G.F.I. _ G.F.I. ---- A� % A� - _ --_-- oao 0 � �� REFRIG C o 0 i / A A O �` N� a� F j �`\ LT �\ �� Lr � PROPOSED QTGHEN W/ O LAUNDRY//P NTRY 1 V . �.., 0 SIDE ENTRY EATING AREA A q ' EXIST BEDROOM \i �\ A A A A(�1 - I EXIST BEDROOM PROPOSED BATH - -_/�--------------Q------ --- ' ,,------ / i O i ., - I CC3 .p- 0 `—� \ I o Q CC3 ----------------------i CM HALLWAY ISLAND O I ' I � M EXIST BATH I p O I \ I A0 A I PROPOSED LIVING/ DINING AREA WIG ELECTRIC LEGEND 0Il i EF II / EXISTING FOYER MSTR BATH SINGLE POLE SWITCH -----------------------J A A CA ------A A m N 0 __- _ �F ADJUSTABLE SPEED FAN SWITCH c� o EXISTING GARAGE I O u v F JD SINGLE POLE SWITCH (DIMMER) �° m o ---------------------- I I I m DIGITAL THERMOSTAT x A ,---- A A _____ --------- —� i---_ i � DUPLEX RECEPTACLE OUTLET o W Lr) a; � 1 �' ---`� ------- I r � 6n \ i ; DUPLEX RECEPTACLE OUTLET o d' \ \ G.F.I. (GROUND FAULT INTERRUPT) CZ = .4 �� \\ � USB CHARGER/TAMPER—RESISTANT �'-4 \ �\ USB RECEPTACLE rn U m I \`�__ —�-{ PHONE JACK (TO BE DETERMINED) 0000 aj G.F.I. G.F.I. Z « \\ --- T c I o w s~ O Z Ed CABLE T.V. OUTLET (HARD WIRED) I PROPOSED FRONT PORCH I � i i EXISTING MASTER BEDROOM Q RECESSED DOWNLIGHT I I I N --_--- N _ N _ N _ ____ N _ _ N ' I ------ ' ------- ---- -----------------------J - `_---------- - ----� `` - - -___- --, ---- F� PENDANT LIGHTING G V WALL MOUNTED FIXTURE N 44 RECESSED FIXTURE 17- E F RECESSED EXHAUST FAN U - - - 0 3 PROPOSED LIGHTING AND ELECTRICAL PLAN ORNAMENTAL CEILING FAN T NOTES: 1. GONVENIENGE OUTLETS TO BE PROVIDED IN ACCORDANCE ERE ZBAWITH E39O1 (IRC) �tTentsV U) 2. GROUND FAULT AND ARG-FAULT GIRGUIT-INTERRUPTER � PROTECTIONS IN AGGORDANGE WITH SECT. E39O2 (IRC) Aclo DRAWN: JM/MS 's iz y SCALE: AS NOTED r" .:.a t. JOB#: SHEET NUMBER: 114 �..,` REVISIONS: 05-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn & PROPOSED FRONT PORCH AND ENTRY PORTICO ADDITION Misc.Changes U7-23-18 Rear Deck 08-7-18 Prelim Pennrt Set 08-21-18 Bid Set 08-28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback - 10-04-18 Added Deck/ -- -- " NEW ARCHITECTURAL ASPHALT S°"r°°" - -1 I _ 1]-08-18 AS-BUIded LT - - — - - - -- -- - CEDAR IMPRESSION ROOF SHINGLES 12-02-20 AS-BUNT l ' I -_I SHINGLES AT GABLES - _ - _I_ I -I: - - (Please provide cost for this option) i i I-' , - I - - J CEDAR IMPRESSIONS I } - ----- -- -- -- - - - ---- _ ti CLAPBOARD SIDING Ii — - — - --- - - --- - - - - -- --r II Y I I , _ I I ' -— I - - � TRIM Ww �[ - - Lu w BOARDS I > � cY w IL CEDAR IMPRESSIONS CEDAR Ll -5042 PIX Ll I I -- - - +t ry - - 20-4442-20 I --- - -_- - _ BOARD INSULATED SIIDNG GX14-------_- GX14 _ - - - --- -- - - -- (Please provide cost for this option) - - - I 1 � -, I S p 10 ' ISI REPLACE REPLACE P O n V r` L T T 1 1 ; CHECK FOR ROT — -- T - I L , I ' r - I-I—`T'I II)- i i _ i ] I , TL= T 1' ° F. 11I r J' i C -[ I I I � I I � ! T 1 DOUBLE 4 VINYL SIDING =' I L-E71 I ' I-11 ,-T i N I,LTL! . i II.C1 '11 L, T _ 1 (Please provide cost for this 2nd option) LINE OF EXISTING ADD SHUTTERS BRICK ENCASED PIER LINE OF EXISTING PROPOSED WOOD BRICK TO BE CCLP FRONT PORCH CONCRETE STOOP FRONT ENTRY . PLATFORM WITH REMOVED COLUMN RAILING AT SIDE (TYPICAL @ 4 TO BE REMOVED N ENTRY PROPOSED FRONT ELEVATION LOCATIONS) 1 Scale:1/4" =1'-0" c� W O O A-, ct N CEDAR IMPRESSION r--� SHINGLES AT GABLES L, CEDAR IMPRE55ION SHINGLES AT GABLES -- I PROPOSED FRONT � - - I I , I I s z = - - - F -- - - PORCH RDD I I I - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — PROPOSED - - - - - - - - - - - - - - - - FRONT - I I PORTICO C� I- - - - -- Lj-- - -- - - - FLD5 ---- - _ z0 — - - ------ - - - ROOM WALL - -- -- --- - --- -- -, - { O - --- - I I BEYOND - - 20210 - - -----20210-- - - - - - CC3 M - - - -- - -- - - - - �I- - - REPLACE__ REPLACE - - r--1 II I R - - - - - - --- - I I - -- --- -- - --- -- -- - - - II I PROPOSED BRICK PER - - -- - -- - --- --- --- - REPLACE-_ - CEDAR IMPRESSIONS � EXISTING BR!GK -- CLAPBOARD SIDING -- -- - r - - - - - - I I --- - - - - -- - - PATIO ON GRADE - EXISTING GONG 40' FROM FRONT PROP�RT" LINE EXISTING LEFT SIDE ELEVATION PROPOSED WOOD PROPOSED RIGHT SIDE ELEVATION 2 Scale:1/4" .1'-0" PLATFORM WITH O Scale: 1/4" .1'-0" o RAILINGS AT SIDE _ ENTRY v c7 C >~ 0 o, ux � �� m m o +-' U U cc v 00 '4 t 4 v �~ Lr) U rn 00 - CZ -0 N N v 18'-6" ENCLOSED SCREENED-IN PORCH w CEDAR IMPRESSION SHINGLES AT GABLES - - I I ; I I I I I I I I � I - _ -- - -- -- I ` I LI EN- I j I I I A I � ' �I I I 1 Bldg Dept co from LB I � � PY I I I P I 9 I I I I I'� I I I I � I I I I II I I I I I Fmsl reviewed �� +n�nts , , I ZBA File# 7 q F I - AR31 AR31 AR31 - Date: CEDAR IMPRESSIONS CLAPBOARD SIDING - I O (13 I � I GX14 GX14 GX14 CXW15 CXW15 CXW15 W15 CXW15 REPLACE - REPLACE REPLACE EXISTING TO REMAIN " I i I - - -- - - - - FLOORS - I I TO ALIGN - - - -- - --- - - k tx •` �', , •.�a DRAWN: JM/MS NEW WINDOW UNIT AT EXISTING SCREENS m�' PROPOSED REAR ELEV TION ° ' ' SCALE: As NOTED ENCLOSED PORCH AND SCREEN DOOR TO PROPOSED WOOD 0 � � JOB#: Scale:1/4" .1'-O" n �� +� � � BE REMOVED PLATFORM WITH RAILING AT SIDE SHEET NUMBER: ENTRY J - 6N � �.N REVISIONS: 05-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn & Misc.Changes 07-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback 10-04-18 Added Deck/ Sunmom 11-08-18 jAdded Structure 12-02-20 AS-BUILT PROPOSED FRONT PORCH AND ENTRY PORTICO ADDITOIN EXISTING ROOF TO REMAIN J T - , _� PROPOSED FRONT PORCH ROOF ADD R-28 INSULATION (2) 2 X 10 AGQ HEADER(BOXED) 2 X 8 CEILING JOISTS GROWN MOLDING CLADDED 6 X 6 AGQ POST STAINED GLASS CEDAR IMPRESSIONS CLAPBOARD SIDING AWNING WINDOWS 15# FELT SET HIGH IN WALL1/2" CDX PLYWOOD SHEATHING - - - - - - - - - - - - - - - - - V 2X4STUDS @16" O.C. R-13 INSULATION EXISTING (2) 2 X 10 AGQ HEADER 4� 1/2"GYPSUM BOARD CCD WALLS WALL OF 2 2 X 4 TOP PLATE - ---- O _ -_-_.__-_- BASE MOLDING '^� HOUSE 2 X 4 SOLE PLATE FLOORS - - -- 2'-0"X 2'-0" BRICK TO ALIGN - cv - - � PIER TO GRADELij �, N bb �i 3/4" PLYWOOD 5UBFLOORING ---- --- 1 U 2 X 8 FLOOR JOISTS @ 16" O.G. - -- - ---- ; U (2) 2 X 6 CCA 51 LL TERMITE SHIELD • m2 X 8 RIM JOIST(CONTINUOUS) 03 1 _ 7T ^^ R-28 INSULATION 2 X 8 AGCY LEDGER 1 1 0 88 BOARD BOLTED TO 5/8"0 ANCHOR BOLTS @ 4-01" O.C. COMPOSITE DECKING O O HOUSE WITH BOLTS 8" PC FOUNDATION WALL""1G"O.G. i� C@ STAGGER''=D'. 8 X 76PG CONCRETE FOOTING 2 X 6 AGQ DECK a O ( l JOISTS @ 16" O.G. -C� 4"5LAB ON GRADE D 2 X 6 LEDGER BOARD BOLTED ^� EXISTING R-10 RIGID INSUL 24"VERTICAL � E- FOUNDATION VAPOR BARRIER TO HOUSE WITH V3"0 BOLTS @ CCS WALL 16" O.C. (STAGGERED) SECTION AT ENCLOSED PORCH SECTION THRU PROPOSED FRONT PORCH ~ Scale:1/4" c 1'-0" 4" THRU VENT U � 2'v. It 1% 2" V 2" 4-4 V. KI •� Q - W G DI H W SH p 03 SHWR. I F.A.I. FIRST FLOOR 2° 2° 2„ a„ DOOR SCHEDULE C OHOUSE TRAP I 4 X.H.C.I. DRAIN LINE �- DOOR DOOR SIZE DESCRIPTION MANUFACTURER MFG # SQ' FT' U-VAL CLEAR REMARKS QTY TO SEPTIC SYSTEM TAG GLASS OPENING D1 "BARN"TYPE DOOR AT LAUNDRY/ 1 PLUMBING RISER [DIAGRAM PANTRY AREA P� NO SCALE D2 3'-0"X 6'-8" POCKET DOOR AT BATHROOM 1 + o tT +-t D3 3'-0%8'X 0-7%2" FRENGHWOOD HINGED PATIO ANDERSEN FWH3168 10.96 0.31 16.11 KITCHEN TO 5UNROOM IRNOTES: ° z cn rn m o DOOR DOOR 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 r ``° u, o 1 w .x 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON -C$ o g \ 3. WATER SUPPLY PIPING SHALL BE COPPER(ASTM B-42) u n x 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 (IRC) � j rn c°Ov o w � TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES PLUMBING FIXTURES TRAP SIZE MINIMUM (INCHES) BATHTUB (WITH OF WITHOUT W SHOWER HEAD AND/OR 11/2" WHIRLPOOL ATTACHMENT) WINDOW SCHEDULE U BIDET 11/4" O WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DE5GRIPTION MANUFACTURER MFG # SQ. FT. GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QTY CLOTHES WASHER STANDPIPE 2" W1 GA5EMENT ANDERSEN CX14 8.10 0.32 7.60 7.70 REPLACEMENT 6 DISHWASHER(ON SEPARATE TRAP) 1 Y2. W2 DBL HUNG ANDERSEN 20210 4.00 0.32 2.30 2.30 REPLACEMENT 2 H FLOOR DRAIN 2^ w 3'- % X2' 5 2" -O /W3 2'-1115/6'X 2'-0%8' 1. AWNING ANDERSEN A31 4.30 0.32 1.30 1.30 NEW 3 KITCHEN SINK(ONE OR TWO W4 2'-11 15/6"X 1'-5" 3'-0%2'X 1'-5%2" AWNING TRANSOM ANDERSEN AR31 2.70 0.32 1.30 1.30 NEW 3 TRAPS, WITH OR WITHOUT x DISHWASHER AND GARBAGE U2 Bldg Dept copy from ZBq U W5 2'-1115/16"X 4'-11 7/" 3'-O%2'X 5'-O 3/8" CASEMENT ANDERSEN GXW15 12.10 0.32 11.5C 11.50 NEW 5 Final reviewed d a � -� GRINDER) ZBq File# 7�,p�j�ments � wro 2'-4 3/8'X 1'-8%2" 2'-4 /8"X 1'-9" AWNING ANDERSEN AN251 2.60 0.32 1.00 I 1.00 NEW 3 LAUNDRY TUB (ONE OR MORE tCOMPARTMENTS) 1 Y2' <� W7 8'-9"X 4'-5%4" 8'-9%2"X 4'-5 4" DBL HUNG ANDERSEN 20-4442-20 23.70 0.32 13.17 1 4.39 PICTURE WINDOW UNIT 1 ------------ -- LAVATORY W8 4'-5 5/8'X 4'-5%4" 4'-6%2"X 4'-5%4' PICTURE WINDOW ANDERSEN 4442 14.10 0.32 SHOWER 2° WATER CLOSET NOTE A ,,,, A. CONSULT FIXTURE 5TANDARD5 FOR TRAP DIMENSIONS OF SPECIFIC BOWLS ' INDRAWN: JM/MS SCALE: AS NOTED r JOB#: �` � • SHEET NUMBER: f4 . REVISIONS: 0$-29 1$ Add Front porch &Misc.Changes 07-06-18 Add Fdn & Misc.Chanes 07-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 2-7 ^-2' 8-11' 2-3' 08-28-18 ,scChanges Per Client LINE OF PROPOSED 09-13-18 Removed Deck DECK ABOVE U9-19-1$ Porch Setback 10-04-18 Added Deck/ Snnroom ` (2 AG 2 X GI ER 12-02-20 AS BUILTch,re —V41) \L- - - - - \L - r - - Z -- -- - - .71 DN - - DN m N I I I N \V 12'0 x 42OEEPPC: CA O rF I (rPIaL of 6) 2 X G 001)CAP h o ry m 2 4 TOP RAIL I I I D 6 TREK - - DECC K BOARDS _ U 4 X 4 WOOD P05T CM 48" q l9 2 X 4 BOTTOM RAIL N - - DECKING BOA DP LEDGER SIMPSON H-3 HURRICANE U _� BOARD ecLrED rG - HCUSE WITH 3/_'BOLTS /� /• 9 it C.C.(STAGGERED) I CLIPS C@ 16' O.G. - P.T. DECK JOIST 7 -- —= _ - -- - -— --- -- - _ _ /2 THRU-BOLT L DECK JOIST 0001,_O„ AT POST U REFRI 0 0 M ACG EACH SIDE � QJ PROPOSED FOUNDA N PLAN AT DECK — _ `�' ° 4 X 4 P05T SIMPSON PB44 POST BASE --i •U 2 PROPOSED DECK PLAN 0 .4,••S ' , �1 l�� V�-II ., •.. O ct •i*�.�y� O a IrrIT,�I 11 i . 11, .,' ; I 'I PORCH/DECK/JOIST � v� CONNECTION DETAIL ,4-1 03 _- - - -- AC4 EACH SIDE SIMPSON AB44 i T POS BASE N - - - - 1 77- - - - - - - - - - - - - - - - _L_L_' - - - I I � it it I I i I I - - - - - - - — 4 X 4 POST ••--� CONNECTION DETAILSct - - ct - - - - TO ALIGN 1 -- I /2"SHEATHING r--� r r r _ SIDING DECKING PROPOSED REAR DECK ELEVATION I I I I I I I I I I I (V Scale: 1/4" .1'-O" I I I I I I L-J L. _J L. _J - ry CD STAGGER DECK J015T FLOOR JOIST +, v FASTEN ER5 1 N m o Z APPROVED JOIST HANGERS u 2 ROWS A FULLY THREADED :Y,3".0 LANG � iv 5.5" MIN FOR 2 "X 8" LEDGER WITH FASTENERS IN SCREW PREDRILLED W/MIND 3" ° m _- + ACCORDANCE WITH TABLE 8507.2 PENETRATION TO CENTER OF Q 6.5" MIN FOR 2"X 10" p � + TOP PLATE, STUDS, OR HEADER X o 5 MIN FOR 2 X 12 L BE PERMITTED TO BE - O CAPACITY w TANGE SHALL HOLD-DOWN DEVICE MIN 75 LB. GAPAG 2 MI ( DIST " N m� NOTE• RE GED TO 4.5" IF LAG SCREWS ARE AT 4 LOCATIONS EVENLY RIBUTED � �n LEDGER USED BOLT SPADING 15 REDUCED THIS DETAIL 15 APPLICABLE WHERE •• ARE PARALLEL TO ES - - FLOOR JOISTS � � ALONG DECK AND ONE WITHIN 24" OF EACH .� cz TO THAT LAG SCREWS TO ATTACH END OF THE LEDGER. HOLD-DOWN DEVICES +' x - LAG SCREW OR BOLT DECK JOISTS >~ 2 X 8 LEDGE X 8 BAND JOISTS JOIST PER O 2 SHALL FULLY ENGAGE DECK JO Ln a-•' HOLD-DOWN MANUFACTURER. CIO `. cn - - A PLACEMENT OF LAG SCREWS AND BOLTS IN LED S 04— C LACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS ale: NTS r r- - dg Dept copy from ZBA Final reviewed documents ZBA File # 5�� I ate: �o/ � LA - - I HAS\DRAIL PER C.^.DE �-, BLE R507.2.1 PLACEMENT OF LAG 5GREW5 AND BOLTS IN DECK LEDGERS AND BAND JO'5T5 U MINIMUM END AN EDGE DISTANCE AND SPACING BETWEEN ROWS - -- - - 0 L - - W ---- -- TOP GE BOTTOM EDGE ENDS ROW 5PAGING --- 2\EACO RIM.,S' LEDGER 2 INCHE I ---_ - _- - - -- - B\'D J0i5T �INCH 2 INCHES 1�a INCHES (2)2 x a,ADG GRDERS %"INCHES 2 INCHES 2 INCHES 1�a"INCHES N 4 S 4 AcG POST 074 PROPOSED LEFT SIDE DECK ELEVATION PROPOSED RIGHT SIDE DECK ELEVATION WITHPOS HOPB44 PGST H^✓EGFR R5C7.2 DECK LEDGER CON''NECTION TO BAND JOISTS( K LIVE LOAD=40 P5F,DECK DEAD LOAD c 10 P5F,5NOVW LOAD<40 PSF)le:1/4" .1'-O" Scale:1/4" .1' O" J0157 SPAN L_J IL_JI CONNECTION DETAILS G'AND LE55 G'-1"TO 8' 8 TO 10' 10'-1"70 12- 12'-1"TO 14' 14'-1"TO 16' 16'-1"TO 18' GN-CE. R SPAGIN'G TO FASTENERS F"0 LAG SCREWS W17H1" 30 23 18 15 13 11 10 MAXIMUM 5HEA7HING(c,d) ^ PROPOSED SECTION 'B' THRU DECK /�0BOLT WITH y"MAXIMUM '^` 36 Be 34 2 24 21 19 Scale:1/4" .1'-O" 5HEATHING(d) 0 BOLT WITH 1"MAXIMUM 36 36 29 24 21 18 1G ;HFA-HING(c) a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from " DRAWN: JM/MS contacting the house band joist. ?� "'�3f, , b. Snow load shall not be assumed to act concurrently with the live load. ; S'`��ve SCALE: AS NOTED c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. . JOB#: d. Sheathing shall be wood structural panel or solid sawn lumber e. Sheathing shall be permitted to be wood structural panel, gypsum board,fiberboard, � !,*'At SHEET NUMBER: r : lumber or foam sheathing. Up to/inch thickness of stacked washers shall be permitted to substitute for up to/2"of allowable sheathing thickness where combined with wood �A 4. structural panel or lumber sheathing. " A- 8re�"r s.....+.. REVISIONS: 05-29-18 Add Front porch &Misc.Changes NAILING SCHEDULE EXPOSURE "B" igc.Chang"NAILING NOTES 07-06-18 Mn g Misc.Chanes 07-23-18 Rear Deck 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL 08-7-18 PrelSeennitSet NUMBER OF NUMBER OF os-21-18 Biddt Set JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 08-28-18 PeWe Chan rClentges SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, 09-13-18 Removed Deck OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD 09-19-18 Porch Setback ROOF FRAMING PATH. 10-04-18 Added Deck/ Sunroom 11-08-18 Added Structure RAFTER TO TOP PLATE (TOE-NAILED) 4 -8d 3 -lod PER RAFTER 12-02-20 AS-BUILT 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING J015T TO TOP PLATE (TOE-NAILED) 4 -8d 3 - 10d PER J0157 OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 — 16d PER FOOT. OVERFRAMING \ / 2X-4" WIDER THAN CEILING J0157 TO PARALLEL RAFTER(FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK ROOF RAFTERS \ \ I 'C / OVER FRAMING RAFTERS RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - led 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. \ / 4:12 17-led 17 - 40d \ 3/g' LAG BOLT @ 5:12 14 -led 14 - 40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. \ // EACH ROOF RAFTER 7:12 10 - led 10 - 40d / 0:12 AND GREATER 8 -led 8 - 40d 51MP50N L50 ANGLE @ / 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING EACH OVERFRAMING CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PE4,,K,�THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER I / RAFTER SLOPE: 3:12 22 - led 22 - 40d REQUIREMENTS SHALL BE USED. / 4:12 17 -led 17 - 40d / MAIN ROOF 5:12 14 -16d 14 - 40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT / / / ROOF RAFTERS � 7:12 10 -led 10 - 40d / U 0:12 AND GREATER 8 -led 8 - 40d REQUIREMENTS SHALL BE USED. 4J COLLAR TIE TO RAFTER (FACE-NAILED) FALSE VALLEY .� RAFTER SLOPE: 3:12 7-10d 7 - 12dCONTINUOUS RIDGE VENT CONNECTION DETAIL � 4:12 6 -lod 6 - 12d PER TIE CONTINUOUS RIDGE VENT TRIPLE STUD �j0 0 16" :�G. RIDGE TENSION STRAP (2)led COMMON F-+ 5:12 5 -lOd 4 - 12d 1, � 7:0„ 51!"1?SON 6520 @ SIMPASON C520 STRAP @ 1ro" O.G. 6:12 AND GREATER 4 -10d 4 _ 12d \ (8) 5d NAILS EA. 5110E SIMPSON C520 @ 16" O.G. WRAPPED AROUND DOUBLE 2 X 6 \ - -� (6) 8d NAILS EAC SIDE NAILS @ 6" O.G. FOR �-+ RIDGE BEA!`'i (SEE PLAN FOR SIZE) O SILL PLATE FULL HEIGHT OF STUD •� N N BLOCKING TO RAFTER (TOE-NAILED) 2 -8d 2 - 10d EACH END \ \�� R00F RAFTERS (SEE RAFTER(SEE PLAN $.{'' Q \ PLAN FOR SIZE) FOR SIZE) (2)2 X 10 ROOF RAFTERS �o O RIM BOARD TO RAFTER (END-NAILED) 2 -led 3 - led EACH END (8),5d NAILS (2)s/8"0 THRU-BOLTS Ct 0 _ FOR SKYLIGHTS RT U U WALL FRAMING EACHSIMPSIN OF ( SIMPSON LU5210-2 HANGER EACH SIDE OF RIDGE BEAM SEE O � � EACH RAFTER PLAN FOR SIZE) (4)10d NAILS (2) s/e'0 ANCHOR BOLT 51MP50N "HD5A" O > > @ 3'-0" O.G. (MIN 7" // (2)2 X 10 SUPPORT TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -led 2 - led PER FOOT RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE EMBEDMENT) / FOR SKYLIGHTS CATHEDRAL CEILING STRAP DETAIL 5/8'P THRU-BOLT O E TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 -led 5 - led JOINTS -EACH SIDE SIMPSON LUS210-2 .� IN ACCORDANCE \V!TM 3.2.5.":. 2001 \VVVF HANGER ZzC� A!.TERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR STUD TO STUD (FACE-NAILED) 2 -led 2 - led 24" O.C. FRAMING DETAIL SKYLIGHT DETAIL HEADER TO HEADER (FACE-NAILED) led led 16" OC ALONG EDGES Z SIMPSON H2 A HURRICANE CLIPS Q TRIPLE STUD TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 -led 2 - 40d PER STUD @ 16" O.C. SIMPSON "HD5A" BOTTOM PLATE TO FLOOR J015T, BANDJOIST, ENDJOIST OR 2 -led 1,2 2 - led 1,2 PER FOOT G520'STRAP - SIMPSON HD5A BLOCKING (FACE-NAILED) @ 16" O.G. Z"OBOLTS • }_p° 3"X 3"X 4" ST. PLATE FLOOR FRAMING MIN s/8"0 THREADED ROD 51MP30N H2 @ 16" O.C. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST 5/a"0 THREADED ROD SECOND FLOOR v � SHEARWALL HOLDDOWN ' BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 - 10d EACH END RIDGE / TOP PLATE Q BLOCKING TO J015T(TOE-NAILED) 2 -8d 2 - 10d EACH END CONNECTION DETAIL CANTILEVER DETAIL U (2)13/4"X 11'/a M.L. SIMPSON HD2A ° BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - led 4 - led EACH BLOCK SIMPSON H210 HANGER CCD 16" /2° LAG BOLTS @ 16" O.G. • TRIPLE STUD O LEDGER STRIP TO BEAM (FACE-NAILED) 3 -led 4 -led EACH JOIST TRIPLE STUD (2)16d COMMON NAILS p @ 6" O.G. FOR FULLct TRIPLE STUD M JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 10d PER JOIST HEIGHT OF STUD (2) trod COMMON NAILS @ M - d 4 - 1 CANTILEVER HOEDOWN DETAIL 5/a°0 THRU BOLTS OF STUD C. R FULL HEIGHT BAND JOIST TO J015T (END-NAILED) 3 16 end PER J015T _ _ SIMPSON HD2A %"0 THRU-BOLTS F_ HOLD DOWN BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2 -led 2 - lend PER FOOT Y"0 LAG BOLTS @ 1e" SIMP50N HD2A HOLD DOWN H ROOF SHEATHING HURRICANE SIMPSON H-3 HURRICANE CLIP @ 16" (8)8d NAILS @ 1"± O.G. O AG4 EACH SIDE STRUCTURAL PANELS: PANEL INTERMEDIATE SIMPSON U210 s EDGES SUPPORTS HANGER @ 16" SIMPSON C520 0 BOLT X 24" LONG BOLT X 24" LONG ': -� � CD 7 INTERIOR ZONE 5 8d 10d 4" e° PORCH/RAFTER/GIRDER STRAP @ 16"O.G. N C) m � o s CONNECTION DETAIL m V PERIMETER EDGE ZONE 8d lod 4 4, (8)8d NAILS @ 1"± O.G. o �n v a� rnm o GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4, O � �� Cz 03 Cu CEILING SHEATHING 1O°X}°°X/2" BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOIR � 3 M rn GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE /10" FIELD FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN 00 W A L L S H E A T H I N G (4):Y- 0 X 12" LONGL 2'-O"X 2'-O"X 1'-O" CIA Q) v ANCHOR BOLTS FOOTING (TYP) 10-- w �: STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE EDGES SUPPORTS FOOTING DETAIL INTERIOR ZONE 6 8d 10d 6" 12" 4' EDGE ZONE 6 8d 10dcn 6" 6" W FIBERBOARD PANELS: ROOF FRAMING ROOF FRAMING 7/16" end 3 - 3" EDGE / e" FIELD SIMPSON 0520 CONNECTOR SIMPSON C520 CONNECTOR u DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR (2) H2 AT ROOF O 25/32" 8d 3 - 3" EDGE / 6" FIELD c1) GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE /10" FIELD PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER I CRIPPLE STUDS - n CRIPPLE STUDS P4 a ,g sry FLOOR SHEATHING 51MP50N ST 2215 CONNECTOR SIMPSON MSTC28 CONNECTOR HEADER U HEADER Bldg Dept copy from ZBA U)STRUCTURAL PANELS: HEADER STUDS NOTE: HEADER STUDS Final reviewed dents UPLIFT CONNECTION 15 REQUIRED AT DZaAeFilee # -7S 1" OR LESS 8d lod 6" EDGE /12" FIELD EACH END OF HEADER AND AT BOTTOM GREATER THAN "' 10d led 6" EDGE / 6" FIELD OF HEADER STUDS IN ADDITION TO — 4'-O" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12-O" TOP AND BOTTOM OF CRIPPLES - -1- - -TI-- TT - -IT- - I— I I I I I I I FULL LENGTH FULL LENGTH I I I I I WALL STUDS WALL STUDS "... �10 UPLII I I SIMPSON ST2215 CONNECTOR SIMPSON M57G28 DONNED I I F aUIR -�, DRAWN: JM/MS s _ fill ,N SCALE: AS NOTED JOB#: HEADER TIE DOWN DETAILS SHEET NUMBER: 3/8° _l'-O" $ � Y f WP REVISIONS: TRUSS PLACARDING REQUIRED OS-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn& �. Br,g� �„ i rr Misc.Changes �1"9"`f:o 'FD b:;� .'a..r E ED 07-23-18 Rear Deck DATE:y'Z-1-1COMPLY WITH ALL CODES 07 08-7-18 Prelim Permit Set P.P. ` � NEW YORK STATE & TOWN CODES 08-21-18 Bid set 08-28-18 Misc Changes FE -•..."11._'.. ,. u, •�_� AS REOUIRE i Per Client NOTIFY EUILDIN;I1 a JA,:31iMENIT AT09-13-18 Removed Deck $nteritrXnTnt°R R ��-?� 4 - 09-19-18 Porch Setback 765-1802 8P,! TO I i,i,` FOR THE FOLLOiA1!i 1G INSPECTIONS: '"' SOS...... 1. FOUNDATION - TkAVO REQ1YRED *~-; a fE�S FOI; POIU^ED COf\'CRETE 2. R011JOl i - FRA%,`II1 iG & F'LUM.1_11N<a Vit-_U 3. iNSULATION 4. FINAL - COINSTRIUCTION MUST BE COMIPLETE FOR C.O. •� 9rk ALL CONSTRUCTiOIN Si-ALL 1`11EET THE �.s C U 1 AI�11 C' - _ REQUIREMENTS OF THE 00DES OF NrEW USF_ IS U NLAWFUL YORK STATE. NOT RES?OP!SISLE FOR �}� � DESIGN OR CONSTRUCTION ERRORS. {1t 1 tg�IV iJ� CERTIFICATE FETi,I in v Crl'41 "�'�,ER RUP OFF t vCUPA VY TO CLIA,DTER 236 OF THE T Wflq CODE. U N o - p o 0 o y�n ty % ° CCS O opo o •°o p .° o 0 0 0 0 0 O Q O Op p O OO ° O ° O ° O p O O o p• f{/h'/i- ,n`I/ \\.,,. \ p R p O R po po 0 ppo o o o p O oQo °0 0 `•VF-/ 1 oo po o v ° oo c c 10 0 �., 00 0 0 0 .. p v p Q Q 047 $ap0 p O p0 O0 10 _ k •O ° O ° 0 0 p O O OO O° �1 V/ O O O O Oa O \ - - - -- - - - - -- - - - Q /\'LL °O O O Q Q r4 ° pop o O ° O y pA O / n \ p /\ \/ O/`No, �c l\ i ------ -------------------------------------- 0 ,gi ct f i _ w: IIS � •�� _y �} �. � _ `�j\ / � •� - 2 . •S- 2 fµ - r- - - <f. a - r✓<r �+ -!' k. i' - -i �- � t G- -v ✓ v yrf' z' v _�'- ✓ -t � J'� <( 0, ;f.< r -v' M �_. ct r**#lANNING RESIDENCE CODE ANALYSIS ZONING ANALY515 ENERGY NOTES NOTE: LIST OF DRAWINGS 1. Calculations are valid u degree days. This project complies with the 2015 International Residential Code (IRC), the GENERA- CONSTRUCTION NOTES: OCCUPANCY: Residential Single Family Detached ZONING: Residential "8-40" P to 5999 de 9 CODE REFERENCES: 2016 NYS Supplement to the Uniform Code, the 2015 International Energy Ti GENERAL NOTES, CODE REFERENCES REFERENCE STANDARDS: Dimensional Regulations: 1. All work sial)conform to the requirements of the New York State Building Code; Al PLOT PLAN 2. Certified conformance for Zone 118. Conservation Code(IECG),the 2016 NYS Supplement to the Energy Code, FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles e all work still also conform to the requirements of any other Godes and authorities A2 EXISTING PLAN It ELEVATIONS International Residential Building Code(2015) Percent of Lot Occupancy: .20(max) the 2015 Wood Frame Construction Manual (WFCM 2015), NFPA standard -t having jurisiiction. The Contractor shall obtain and arrange for all required permits, 8401.4, 8401.4.1, 8402.2, 8404.1 AND 8408.1 THRU 408.3 N v � 3.Wood framed floors, walls and ceilings shall have an approved 70, "the National Electric Code", and the Zoning Code of the Town of Southold A3 PROPOSED FOUNDATION PLAN M � Wood Frame Construction Manual AF PA(2015) Height 35'-O" g PP Climate Zone:118 Min. Lot: 40,000 Sq Ft vapor borrer(permeance rating of 1.0 perm) installed on the inspeciion,.ertficates and tests. A4 PROPOSED MAIN FLOOR PLAN �; m °� � Degree Days:5750 Width: 150'-O" "warm in vJnter" side of thermal insulation. ASPHALT ROOF SHINGLE NOTES ANCHOR BOLT SIZE AND SPACING: 5/e"PJ @ 36"O.C. .S A5 PROPOSED LIGHTING$ ELECTRICAL PLAN o � �� •v 2. All founddons shall rest on undisturbed soil of 1 T.S.F. bearing capacity, Front: 50'-0" 1. Asphalt roof shingles shall have self-sealing strips or shall be contractorsholl have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST DECAY: Refer to Section R319 A6 PROPOSED ELEVATIONS A7 PROPOSED SECTIONS/WINDOW DESIGN LOADS: Side 1: Min Side yard of 15'-0" 4. Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-225 DOOR SCHEDULES `~ x a Roof: 20 psf ground snow load Side Total: 35-0" rating of 0,3 CFM per square foot of window area. Swinging or D-346, installed in accordance with sect. r 905.2 3. Concrete s;been designed in accordance with ACI 318-14"Building Code PROTECTION AGAINST TERMITES: Refer to Section R320 A8 NAILING SCHEDULE, NOTES$ CONNECTOR DETAILSet nz w Basic Wind Speed:130 mph Rear: 50-0" doors shol',have a max. air infiltration rate of 0.5 CFM per Requiremets for Structural Concrete".All concrete work shall conform to v BULDING PLAN REVIEW NOTE: C4 to °° square foci of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, re uiremers and recommendations of AGI-301-16 "S"Specifications for Structural FLOOR SYSTEM: Shall comply with Choper 5 0 IT v Uplift:31 psf q q � p s~ Dead Loads:10 psf stainless, aluminum, or copper roofing nails. Fasteners shall be Concrete�r Buildings" (fc"=3000 psi);All exposed slabs, and steps shall be Town of Southold Plans Examiner shall review the enclosed document for minimum to -`t y 5. Skylight shafts shall have a minimum Insulation value of R-19. minimum 12 gage shanked with a minimum 3/8"dia. head, and of sufficient 3500 psnir-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WALL BRACING SYSTEM: Shall comply with Sections R602.8, 602,10, ccraptable plan submittal requirements of the Town of Southold as specified in the 75 " Table 8301.4 length to penetrate through the roofing materials and the sheathing. 60 8602.10.10, R613.2,AND R613.3 Binding and/or Residential Code of the State of New York. This review does not U � U) Minimum Uniformly Distributed Live Loads S. Garages-front, sides, doors, interior shall have max. U=.40 gucantee compliance with that code. That responsibility is guaranteed under the seal oo to (in Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All fromin members shall be Hem-Fir#2 (Fb=850 psi); provide(2) 2 x 8 WINDOW ANCHORAGE: Shall comply with Becton 8613.5 andsignature of the State of New York licensed design professional of record. That N o W 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. header ov-all wall openings, unless otherwise noted. sec and signature has been interpreted as an attestation that to the best of the Use Live Loads combustionair 150-200 CFM. All flues shall have tight seated WINDOW MULLIONS: Shall comply with Section R513.6 licesee's belief and information, the work in the document is: Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 'Accurate 5. Micro-larrgirders(ML)shall be laminated veneer lumber with E=2,000,000 shall have tight-fitting non-combustible doors. roof with no less than four (4)fasteners per strip shingle or two(2) PSI. Fb-!,800 PSI, as manufactured by TRUS-JOIST McMILLAN. EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703,1, ' Conforms with governingcodes applicable at the time of submission Decks 60 fasteners per individual shingle. R703.4 Refer to Table R703.4 for weather-resistant Siding Attachment PP and Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or 'Conforms with reasonable standards of practice and with the view to the Passenger Vehicle Garages 50 8. The Contractor shall submit the design, size and type of G. Double fmne around all openings, under parallel walls and under bathtubs. Provide P Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Sim son tin linger connections at all flush structural load bearin conditions. Shingles. U) g P 9 9 safeguard of life, health, property, and public welfare is the responsibility required bythe Building Department, shingle where the eave is 20 feet or higher above grade or where the y W E-, Attic with storage 20 FOAM SIDING BACKER BOARD: Shall comply with R314.2.5 of the licensee. base wind speed is 120 mph or greater. 7. All concre block shall conform to ASTM C90; Mortar shall be type"M" Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to U 85 degrees Fahrenheit, SAFETY GLASS REQUIREMENTS 8. All steel brk shall conform to the re uirements of the RISC "S ecifications for ROOF/CEILING CONSTRUCTION: Shall comply with 8801.4 and O Sleeping Rooms 30 q P AFPA/WFCM 2001 Refer to Rafter Span Tables 9802.5.1(1)and(2). U) Stairs 40 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fbrication and Erection of Structural Steel for Buildings". Steel shall 10.All ducts and pipes shall be insulated as required by code. conform b ASTM a-572 (GRADE 50)and A-501. I < Guards and handrails 200 1. Any glazing in any door type. ROOF ASSEMBLIES: Shall comply with Section R902, 8903 and 8904. � 11, HVAC Coltractor shall verify heat loss calculations. 9 S . All electaal work shall conform to local NEC EN DEFLECTION LIMITS: and Underwriters Laboratory ROOF SLOPE: Shall comply with Section 8905.2.2 Rafters with no finished ceiling attached: L/180 12.All cellar and/or basement doors shall be insulated. 2• Glazing in any walls enclosing a shower, tub, a sauna or steam room requiremEts. l Floors: L/360 10. Pre-fabrated fireplaces and flues shall be UL approved. ASPHALT SHINGLES: Shall be secured to the roof with not less than(4) 13. The En ineer certifies that to the best of his knowledge, 3. Any windows within 24"of a door Pfasteners per strip shingle or 2 fasteners per individual shingle R905.2.6 I 9 9 P P 9 ( ) P 9 ( ) �. x Belief, and professional judgement that the plans are in p U WINDOW NOTE FOR LOCATIONS WITHIN 4. Any individual pane of glass with an area greater than 9.0 sq. ft. where the 11. Install sake detectors and carbon monoxide detectors in accordance with all SE, ?- 0 (018 U) compliance with the Energy Conservation Construction Code state an2ocal code requirements. INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread � ONE MILE OF SHORELINE of New York State. (August, 2007) bottom is less than 18"above the adjacent finish foot within 36"of the window. and smoke-density requirements of Section 8315. All new windows and lass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0"of the water-. 12. The Cori-actor shall verify all existing conditions before starting construction and g q g P P INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section ;D the large missile test of ASTM 1996 and or ASTM E 1986R316.roti-the engineer of any ambiguities or discrepancies before proceeding with R316 OR 6. Glazing in stairways and landings within 3'-O" horizontally of a walking surface". the worklf'any questions arise before or during construction as to the intent or The contractor shall provide re-cut Y2" plywood panels to cover details othe drawings, the contractor shall call the Architect, Mark Schwartz, p P P GYPSUM BOARD: Shall conform to Section 8702.3. the glazed openings $shall pre-drill edges.at 12"o.c.to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)34-4185 for clarification and/or instructions. If the contractor fails to EED2-1/2" #8 wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. follow the above procedure, he shall assume all responsibility for theMAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: \� R '4R(+y \ consequ�es of his actions and/or decisions. C9 �v IN SC for fastening. Refer to Section R307. 13. The own-shall arrange for su ervision of the construction work to ensure CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) compliant with the contract documents. STAIR LANDING: Shall comply with section 8311,5.4 I WIND DESIGN SUBJECT TO DAMAGE FROM P DRAWN: JM/MS SEISMIC WINTER ICE BARRIER MEAN STAIRWAY: Shall comply with Section R311.5 * SCALE: AS NOTED GROUND FLOOD AIR FREEZING 14,When ung ACQ pressure treated lumber all nails, screws, sill plates and wind d SPEED TOPOGIRAPHIG SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT ANNUAL HANDRAILS:Shall comply with Section 8311.5.6 JOB#: SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX straps net be hot dipped galvanized or stainless steel fasteners. '9j 0 339 2 CATEGORY TEMP REQUIRED TEMP F �G Ibs/ft2 MPH -_ ~ \ °F °F 15.Per r3Q.13 code, new floor joists at basements only(not crawl spaces): unless PROVIDE TRUSS SIGN IN ACCORDANCE WITH �F N SHEET NUMBER: MODERATE TO using 2xdirnensional lumber or microlam joists,1/2" sheetrock must be installed on PART 1265 OF NYS CODE undersid ofjoists wood-i oists or steel olsts TJI flak acket to be used in H 20 130 YES NO NO B SEVERE 31-01, 11 YES NO 452 52.70 � ( � � )• � place oftardard TJI wood-is for exception to code requirement(no sheetrock). T- 1 REVISIONS: 05-29-18 Add Front porch &Misc Changes 07-06-18 Add Fdn& Dtisc.Changes 07-23-]$ Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 N1isc Changes Per Client S 870 10' 220" E 137.32' 09-1 -18 Removed Deck 09-199-18 Porch Setback �•\ I O �\ O 1 l \ \ I 1 Q I m \ I \ I 4J I U \ I � \ 1 V1 \ 1 ~ Ct a \ O \ PROPOSED / ENTRY I / PORTICO \I 1 - STORY EXISTING FRAME DWELLING N r' I I � I / / I \ / PROPOSED \ ROOF OVER I 1 © PORCH I U h Q� \ EXISTING SCREENED n 7 IN PORCH03 > 0 I b.A O ct \ I EXISTING GARAGE I Cd M I \ 40'-6" \ I I Iv M � \ I� v o I •� � fly V \\ I 0 3 F 4� F� . .� \ i � U � ? \ 140 1 � 1 � I U.) o o \ . o O \ G 1 - - - - - - - - - - - - - - - - - - U N87° 1.9' 20" W 90.01 , SITE DATA ' 5C;TM#1000-115-15-15 PLOT PLAN AREA OF LOT 20,467 SQ. FT. Scale:1" =10'-0" AREA OF HOUSE 2,890 SQ. FT. O 2-VIN Sc NON-CONFORMING LOT DIMENSIONAL REGULATIONS O 1 1z y �C-, LOT COVERAGE 20%ALLOWED/14961 ACTUAL (�I .DRAWN MS FRONT YARD 40'-0" ; SCALE: AS NOTED SIDE YARD 1 15;0" - �j� 22339 O JOB#: TOTAL OF BOTH SIDE:YARDS 35-0" T H ER E S A 1) R IV E OF NE�r' SHEET NUMBER: REAR YARD 50'-0" I REVISIONS: 05-29-18 Add Front porch Misc.Changes 07-06-18 Add Fdn& Misc.Changes 07-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 Nlisc Changes S1 Per Client U lV -13-18 Removed Deck 09-19-18 Porch Setback /y, EXIST SCREENED-IN PORCH f� LS 18'-2"X 9-71 XIST FAMILY ROOM Area:174 Sq Ft (j) 13'-10"X 13'-10"IRR =- Ceiling Height 8'-O" Area:172.4 Sq Ft m Ceiling Height:8'-0" 5TACKW/D EXIST BEDROOM EXIST BATH l9 O U EXIST LAUNDRY O EXIST BEDROOM EXIST X 5'B IRR" (V 11'-0"X 12'-0" 9-8 ::a Area:25.5 Ft 5'-6"X 6'-2" 11'-8"X 12'-0" , Area:132 Sq Ft (V V] Area:33.9 Sq Ft O O Ceiling Height:8'-0" Area:140 Sq Ft O oiling Hci t Ceiling Height:8'-0" •� •) Ceiling Height 8'-0" M SIDE ENTRY EXIST KITCHEN W/ -q'-&"X 5-4" EATING AREA N Area:51.5 Sq Ft m 32'-O"X 13-4" ^/ Ceiling Height 8'-0" Area:426.6 Sq Ft f••L•� Ceiling Haight:8'-O" Y�-��.{I/� w 21'-4" •1 CCS DOUBLE SIDED 03 �--+ - --------------------- i FIREPLACE a EXIST BATH 8-3 X 6-6" l9 O O I Area:53.6 Sq Ft I I Ceilingj q Hai ht 8'-O" 17-11" 5'$" V1 4.1 In I I o � •� WIC QJ w 5'-0" 6 X '-3" m M BAU Area:313 Sci Ft U- 5.1 " 4'-5" ^� EXISTING DINING ROOM Ceiling Height 8-0" Ar - 5.15q Ft tI (f1 "X 13'-5" 61 Ceilin Hcighh 8'-O" 10'-6 _____________� EXISTING LIVING ROOM ---------- q crl Area:1 0.9 5 Ft EXISTING GARAGE Ceiling Height:8'-O" 17-11"X 13'-5" 21'-4"X 23'-10" iq Area:261.4 5q Ft ______________________- Area:508.3 Sq Ft Ceiling Height 8'-O" EXISTING FOYER Ceiling Height I 51-8"X 13'-9" Area:78 Sq Ft Ceiling Height 8'-O" I I EXISTING MASTER BEDROOM --------\�' y\— 19'-4"X 11'-4" I Area:219 Sq Ft Q OIV Ceiling Height 8'-0" IH I ILw U I bj) O .��' Q ---------------------- Oct Ct M EXISTING FLOOR PLAN 2 Scale:114"=1'-O" 0 X Ln v v — v - — — —— -- _ v �n C -- LOU -- -- — - —-- N v v - - - - o W G U) EXISTING FRONT ELEVATION FRONT ENTRY on EXISTING RIGHT SIDE ELEVATION W O Scale:3116".1'-0" Scale;3/16"=1'-0" 4e IN Sc.y DRAWN: JM/MS YY%'' �lj,. ^ .,,. ,(`� � ,, %':",;'S�y/, ,,"y/„ e' �—�✓ SCALE: AS NOTED '9>4�' 0 39 O� JOB#: - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- FNE\N SHEET NUMBER: 2 EXISTING LEFT SIDE ELEVATION EXISTING REAR ELEVATION A-?311rr =1'-O" 4- Scale:3/16"=1'-O" REVISIONS: 05-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn& Misc.Changes 07-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-1$ fBid Set 08-28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback U 'L. CA N ------------------- I I I I r--------------------------------- O I j j I I i CRAWL SPACE i 1 0 ----------------------------------------------------------------------� �.., I I ' O ------------------------ ----------------------- ^ � I j j I I I I 03 ---------------------------------- L------------------------------------------------------------------------------------------------- 1 I i I ----------------- ————————————————————————— ——————— ----------------------------------------------------------------- ------ I i 1 i 57-4 I i 1 I I I I I I I CRAWL SPACE J I L 1 , I I , 1 I I r----------� I I I _ _ I I L— _J ' I I ----------� I I U I � 9T N �_ I J I i CJU k9 ENTIRE BASEMENT CEILING TO BE . I L----------------------------------------------------'t ; cxv u I ; REMOVED AND REPLACED IN KIND � �--� I FIR PLACE FOOTING 1 (Please dfhis option) or t e cost ease provin L----------- I I •� F—i I r------------------------------------------- _________� I ( r I 1 I 1 Cn c3 r--I— I I I C) �--► I � I L -- I � L_� J I � � Q •'� -- -- — -- -- -- -- — L----J L-----t -------- L—...+—J I I O 1 1 I 2X10E-I I2X10 FJ @ 1G"O.C. 0& 2X10 1G" O.C. ;t 1 EXISTING BASEMENT I I I I 57-4'X 34'-8"IRR I I I Area:1679.3 Sq Ft Ceiling Height: I 1 I L— I —J I 1 CONC SLAB I 00N x X ri9- L_ -i I I I I I � — I I 1 0 o I I I 1 1 , I � � c`� �O � IL----------- -------------------------------------------------------------- --------- ------------------ I I I I I X ---------- -------=----------=------=----------=-----------------=_----_=--� ----------- i I I a� I i 2 X 6 LEDGER BOARD BOLTED TO HOUSE WITH 5/B"O BOLTS @ (5 IUO Q I I 1 I I ' LOU ?� 165"O.G.(STAGGERED) Q i 1 I i I i rn ;:I cn CONG FOUNDATION 8, N a v �_, FOOTING FOR 1'-0"X 1'-0" --_-1 N r---� I I I i i 0 Gil ------------------- 1 L ----------------------------------� BRICK PIER 1 1 I / i i ------------------ ----- — -- -- -- -- --I 1-- -- -- -- -- — I , I I —I I , L--------------------------------------------- --------- ---j L--- l9 -- � .L----- -- --------------------------------------------_J G"X G"AGQ POST ABOVE ------------------ — LINE OF PORCH ABOVE i ------------------ ---- -- EXISTING 0—S:—lel/4 ISING FOUNDATION PLAN LINE OF PROPOSED w .1'-0" G° FRONT PORTICO ABOVE LINE OF PROPOSED FRONT STOOP U O IN H x -IE ER D KEVIN scy� DRAWN: JM MS SCALE: AS NOTED JOB#: , 77 A 0`'2339 �- �OF N E W Q� SHEET NUMBER: REVISIONS: 05-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn& Misc.Changes 07-2 - Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 Misc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback 20'-11" 26-0" N e GW135 CW'135 1 .,,...{ REPLACE REPLACE wa we � • AWNING WINDOWS Q i� C13 SET HIGH IN WALLINC SCRE DIED PO ZCH EXISTING WINDOW (STAINED-GLASS) a TO BE REMOVED 18'-2"x 10'-0° $_., � Area:181.7 Sq Ft AND OPENING EXISTING SLIDING O i CLOSED GLASS DOORS TO cwv �O �l BE REMOVED AND Q Ct 4-4 RELOCATED TO DEN 11 EXISTING SLI INC RELOCATED � WALL RELOCATE GLASS DOC S EXISTING EGRESS EGRESS EGRESS PROPANE TANK TO BE REM O ED CX14 GX14 CX14 0 rA EXIST FAMILY ROOM ul PROPANE Q 13'-10"x 13'-10"IRR Z EXISTING DOOR TANK REPLACE REPLACE REPLACE A-+ Area:172.4 Sq Ft Q �y � Q Ceiling Heigh172.4 Sq Ft © TO BE REMOVED D3 - --'AR31 ABOVE AR31 AR31 O O O Flooring:Porcelain Tile/Radiant Heat _ __ � _ 1 __ �1 __ _ _ __ Q -0 Z - w� ••• WALL REFRIG _j ii ° ws C 3 io W3 T-O" „ 0y OVEN p 0 ===J C 'I W p 2-O 4-0 L 0 ►- 24' 8" OPE p EXIST BEDROOM EXIST BEDROOM t11 w r--� _ LAUNDRY/PAN RY v N BUILT-IN WITH -�J i ;I COOK TOP O 7-0"x z-6° 111-0"x 121-0" 11'-8"x 12'-C, d EXISTING COUNTER i9 w ` i Area: Sq Ft Area:140 Sq Ft of X WALL OVEN, AND STOVE TO BE HOOD Area:52.5 S Ft w I I q f` U EXISTING SIDE ENTRY MICROWAVE I I OO OO Ceiling Height:8'-O" Ceiling Height:8'-0° � w -` - Ceiling Height:8'-0" w ocO OUTDOOR X 5'-4" AND CABINET REMOVED I (Flooring:Porcelain Til Flooring:Vinyl Wood"Floor Flooring:V nyl"Wood"Floor Area:51.5 Sq F+ D2 30 8 RELOCATED TO ----J r SHOWER * _580,000 COST ALLOWANCE FOR Ceiling Height:6-0" _ PANTRY/LAUNDRY Flooring:Porcelain Tile/Radiant Heat \ FULL HGT REUSE EXISTING g PROPOSED BATH i ROLL IN SHOWER crt AREA PANTRY CABINETS AND NEW KITCHEN O ✓ O W/TRENCH DRAIN 9"0 L____ COUNTERS l9 Area: 9.5-Sq Ft NEW 36" m PKT DOOR ISLAND WITH SINK$ PROPOSED KITCHEN W/ D2 3068 BARN Ceiling Height 8'-O" CABINETS BELOW • 25'-8"X 13'-4" EATING AREA Area:342.2 Sq Ft $4,000 COST ALLOWANCE FOR Ceiling Height:8'-O" INTERIOR HARDWARE ISLAND DOUBLE SIDED NEW'BARN'TYPE DOOR 4� (� Flooring:Porcelain Tile Radiant Hea FIREPLACE r--� _ �---_-te-------------------- W/STAINED GLASS ABOVE RENOVATE NEW WOOD I REMOVE EXISTING WALL HALLWAY EXIST BATH V1 1 EXITING BATH CCS PLATFORM AT I Flooring:Porcelain Tile/Radiant Heat 8'-3"X 6'-6" w -14 __ - "---------------- -- �---_ - - Area:53.6 Sq Ft U WITH NEW /w/ V SIDE ENTRY _ ________ _ �� EXISTING Y2 ceiling Height:8'-O" � � FINISHES AND 11 WALL TO BE p a FIXTURES .1._► 2X4KNE E l N w •� REMOVED NEW NEW BATHRUB WALL ABOVE EXISTING WALLS P05T WITH STALL \--/ •r--I � TO BE REMOVED (2)1"0 PIPES Ili SH "' (Please provide cost for this option) O Z TO ATTIC o I il, S M � 0.kISTING FOYER WIC w Ct ,M PROPOSED LIVING/ DINING AREA I s-8"x 12'-2° M BA U I N Area:69 Sq Ft 5'-O'X 6'-3" � I = 28'-11"X 13'-T Area:31.3 Sq Ft -3" 4'-5" N Ceiling Height:8'-Cr Ar 5.1 Sq Ft W Area:404.8 Sq Ft ( Ceiling Height:8'-O" I Z Cclling Height Cathedral Ceiling (� Floorinq Porcelain Tile/Radiant Heat Ceilin Height 6-0" o[O -----------------------J DD -� looring:Porcelain Tile/Radiant Heat nl I (V EXISTING GARAGE U N 21'-4'X 23'-10" J -----------------------� Area:508.3 Sq Ft •� I Ceiling Height E 2p I EXISTING Y EXISTING BATH 1 z WALL TO BE TO REMAIN I REMOVED * RADIANT HEAT / On U Ili -rFLOORS ALIGN QUARTERED WHITE OAK N FLOORING THROUGHOUT ° I EXISTING MASTER 20-4442-20 BEDROOM x ,n v x0- 1-q'-4"X 11'-4" (Please provide cost for this option) w° REPLACE 7, Area:219 Sq Ft O ¢ 'u OZ � Ceiling Height:6-0" � � P Z Floorin Vin "Wood"Floor o �,� I B SL-504:2 PIX g' v PROPOSED FRONT PORCH REPLACE w w 04 6,0 00 -+ I I 38'-O"X 6-O" wa j ° '" -----------------------J Area:205 Sq Ft Ceiling Height:7-2" COMPOSITE END OF PORCH ,.r, U DECKING EGRESS EGRESS ON en GX14 GX14 cc v ---------------------------------------------------- ------------------- ---- REPLACE REPLACE LATTICE O O BELOW LINE OF PORCH ---- ---------------- A ROOF ABOVE EXISTING CONC STOOP [ __J TO BE REMOVED fOF FRONT PORTICO ROOF ABOVE W U 0 4 2 PROPOSED FLOOR PLAN INDICATES EXISTING WALLS TO REMAIN N Scale:1/4".1'-O" N --------------- INDICATES EXISTING WALLS TO BE REMOVED INDICATES NEW WALLS OINDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. OINDICATES HARD-WIRED CARBON MONOXIDE _ DETECTOR y�ER o E F EXHAUST FAN ' to DRAWN: JM/MS . _ y SCALE:AS NOTED 021 .a�-.I• ,�- JOB#: �4�1O 39 FNEW ,r SHEET NUMBER: REVISIONS: 05-29-18 Add Front porch &Misc.Changes 07-06-18 Add Fdn& hlisc.Changes 07-23-18 Rear Deck 08-7-18 Prelim Permit Set 08-21-18 Bid Set 08-28-18 Nfisc Changes Per Client 09-13-18 Removed Deck 09-19-18 Porch Setback U � U "v I , ii I i Ei SCREENED-IN PORCH EXIST FAMILY ROOM •� N u IcjO LT O I I i I I � I I , I I i 0 1 A ------------A-O"---------_ A:O�, ------ A A FFj1 �\ LT \ LT PROPOSED KITCHEN W/ i LAUNDRY/P NTRY I -- SIDE ENTRY EATING AREA � O A A �'� EXIST BEDROOM 1\i I •$"� �� -�, --- ---- i EXIST BEDROOM ,��_, ���' A ct PROP05ED BATH --- Cr------ -_---A-Q'---- - -- A�� ------------6 ! O ----` - --_ F — F h� C� ISLAND O CM HALLWAY C3 M O EXIST BATH D EF I � � 0 i I A0 A A A/ ELECTRIC LEGEND �\ PROPOSED LIVING/ DINING AREA \� WIG 0 EF,(:n - [7 I I � I ti M5TR BATH SINGLE POLE SWITCH +J EXISTING FOYER -+ v ---------------------- A A A � -------A A gp °` - F ADJUSTABLE SPEED FAN SWITCH EXISTING GARAGE I ! O JD SINGLE POLE SWITCH (DIMMER) ° m +° cn 2 1 J.- ODIGITAL THERMOSTAT x o e A\ ---- A I A\ A _____ -----_-- - i/ DUPLEX RECEPTACLE OUTLET00 Ln \_ � DUPLEX RECEPTACLE OUTLET 0G.F.I. (GROUND FAULT INTERRUPT)USB CHARGER/TAMPER-RESISTANT USB RECEPTACLE Ln U J \� —�-) PHONE JACK (TO BE DETERMINED) 000� _ G.F.I. G.F.I. �i 1 Z orC \� LT N o w O V- , CABLE T.V. OUTLET (HARD WIRED) OL w EXISTING MASTER I PROPOSED FRONT PORCH BEDROOM 0 RECESSED DOWNLIGHT t N ------------ `---------N --_----�'� _ ---N ---i N 1 ------------------ ------ i F0 PENDANT LIGHTING i G WALL MOUNTED FIXTURE EME111 U*)I r--------I------- N RECESSED FIXTURE f u ---------------1 E F RECESSED EXHAUST FAN ®1J U 3 PROPOSED LIGHTING ,4ND ELECTRICAL PLANI ORNAMENTAL CEILING FAN LT ` IN NOTES: 1. CONVENIENCE OUTLETS TO BE PROVIDED IN ACCORDANCE WITH E3901 (IRC) V Cn 2. GROUND FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER �4 PROTECTIONS IN ACCORDANCE WITH SECT. E3902 (IRC) ASP D c �u �BEV IN S" Z, 7� { DRAWN: JM/MS -+ SCALE:AS NO ` N JOB#: 0�2339 COQ / SHEETN_UM Ft (JF N EW REVISIONS: 05-29-18 Add Front Porch &Misc Changes 07-06-18 Add Fdn& PROPOSED FRONT PORCH AND ENTRY PORTICO ADDITION Mist.Changes 07-23-18 Rear Deck 08-7-18 Prelim Permit Se 08-21-18 Bid Set 08-28-18 Nfisc Changes Per Client 09-13-18 Removed Deck I 111 , 111Y 09-19-18 Porch Setback — -- ------ - * NEW ARCHITECTURAL ASPHALT CEDAR IMPRESSION ROOF SHINGLES SHINGLES AT GABLES (Please provide cost for this option) -- CEDAR IMPRESSIONS CLAPBOARD SIDING II TRIM �w w W M BOARDS OWU E W � CO - — — — ca O - - - w LL -- i U o — — CEDAR IMPRESSIONS\ SSION 5 CEDAR zn - � - +lryO 1 - 20-4442-2o so42 Plx - — BOARD INSULATED SIDING IT v EPLA E REP E (Please provide cost for this option) U CHECK FOR ROT Q� - - - - �� ' DOUBLE 4 VINYL SIDING / y BRICK ENCASED (Please provide cost for this 2nd option) LINE OF EXISTING ADD SHUTTERS PIER @ FRONT LINE OF EXISTING FRONT ENTRY . PROPOSED WOOD BRICK TO BE PLATFORM WITH REMOVED PORCH COLUMN CID 4 TO BE CONCRETE STOOP P RAILING AT SIDE PROP05ED FRONT ELEVATION OCATIONS) U - ENTRY ,� ) Scale:1/4"0 1'-O" Cd W U O `n � O O � CEDAR IMPRESSION SHINGLES AT GABLES CEDAR IMPRESSION SHINGLES AT GABLES -------- —------ — __ PROPOSED _-_ FRONT PORCH ROOF - - - - REVISIONS: 05-29-1$ Add Front porch &Misc.Changes 07-06-1$ Add Fdn& Misc.Changes 07-23-1$ Rea Deck 0$-7-1$ 1 Prelim Permit Set 08-21-1$ Bid Set 08-28-1$ Misc Changes Per Client 09-13-1$ Removed Deck 09-19-1$ Porch Setback PROPOSED FRONT PORCH I AND ENTRY PORTICO ADDITOIN PROPOSED FRONT _ - - -- PORCH ROOF (2)2 X 10 ACQ HEADER(BOXED) fKNALL, - PROPOSED FRONT --- PORCH ROOF CROWN MOLDING EXPOSED ROOF _ - CLADDED 6 X 6 ACQ POST RAFTERS W/2"SPRAY FOAM INSULATION - REVISIONS: OS-29-18 Add Front porch NAILING NOTES 7\4ise Changes NAILING SCHEDULE (EXPOSURE "B") 07-06-18 ear Deck 07-23-18 Rear Deck 1. NAILING REQUIREMENTS ARE BASEZ ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL 08-7-18 Prelim Permit Set NUMBER OF NUMBER OF o$-21-18 Bid Set JOINT DESCRIPTION NAIL SPACING EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER o8-28-18 Per Client COMMON NAILS BOX NAILS Per Client SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, 09-13-18 Removed Deck OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD 09-19-18 Porch Setback ROOF FRAMING PATH. RAFTER TO TOP PLATE (TOE-NAILED) 4 -8d 3 -10d PER RAFTER 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 -8d 3 - 1od PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 1rod PER FOOT. OVERFRAMING \ / 2X-4"WIDER THAN CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK ROOF RAFTERS \ \ I '� / OVER FRAMING RAFTERS RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -trod 22 -40d IBC FOR ADDITIONAL REQUIREMENTS. \ / 4:12 17 -16d 17-40d _ OLT v 5:12 14 -16d 14 -40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16"OC SPACING FOR RAFTERS, JOISTS AND STUDS. \\ // 3E/BACH ROOF RAFTER 7:12 10 -trod 10 - 40d / 9:12 AND GREATER 8 -16d 8 - 40d SIMPSOL30 ANGLE 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING @ EACH o ERFRAMING / 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER CEILING JOIST LAPS OVER PARTITION (PAGE-NAILED) I / RAFTER SLOPE:: 3:12 22 -16d 22 - 40d REQUIREMENTS SHALL BE USED. / 4:12 17 -16d 17- 40d / MAIN ROOF 5:12 14 -16d 14 - 40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FE—:70F THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT / /�� / ROOF RAFTERS 7:12 10 -16d 10 - 40d REQUIREMENTS SHALL BE USED. / 9:12 AND GREATER 8 -16d 8 - 40d / U N COLLAR TIE TO RAFTER (FACE-NAILED) FALSE VALLEY .r-.0 � RAFTER SLOPE:: 3:12 7-10d 7-12d CONTINUOUS RIDGE VENT CONNECTION DETAIL � � 4:12 6 -10d 6 - 12d PER TIE CONTINUOUS RIDGE VENT TRIPLE STUD 5:12 5 -lOd 4 -12d ' 1:p.. SIMPSON 6520 916" O.C. RIDGE TENSION STRAP 6:12 AND GREATER 4 -1od 4 -12dIMPASON C520 STRAP @ 16" O.G. (8)8d NAILS E.A.EA. 510E SIMPSON C520 @ 16"O.G. (2)16d COMMON •r-+ (6)Sd NAILS EACH SIDE WRAPPED AROUND DOUBLE 2 X 6 NAILS @ G" O.G. FOR C'3 RIDGE BEAM (SEE PLAN FOR SIZE) SILL PLATE FULL HEIGHT OF STUD •�--+ U U BLOCKING TO RAFTER (TOE-NAILED) 2 -8d 2 - 10d EACH END R^0; AFTERS (SEE RAFTER(BEE PLAN Q D PIAN FOR SIZE) FOR SIZE) (2) /8';111 THRU-BOLTS (2) 2 X 10 ROOF RAFTERS � O RIM BOARD TO RAFTER (END-NAILED) 2 -16d 3 -16d EACH EN (8)8d NAILS s03 SIMPSON L-80 (2)2 X 10 SUPPORT FOR SKYLIGHTS U WALL FRAMING EACH SIDE OF - RIDGE BEAM (SEE � ,.. SIMPSON "HD5A" SIMPSON LU5210-2 HANGER r EACH RAFTER PLAN FOR SIZE) (4)10d NAILS(2) 5/e"0 ANCHOR BOLT +-� r 1 1 ` @ 3'-O"O.C. (MIN 7 / (2)2 X 10 SUPPORT TOP PLATE TO TOP PLATE (FACE-NAILED) 2 45d 2 - 16d PER FOOT RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE :.`' .': EMBEDMENT) // FOR SKYLIGHT5 O CATHEDRAL CEILING STRAP DETAIL �: WO THRU-BOLT Q SIMPSON LUS210-2 TOP PLATESAr INTERSECTIONS (FACE-NAILED) 4-16d 5 -16d JOINTS -EACH SIDE ,— IN ACCORDANCE WITH 3.2.5.1. 2001 WWF ' •� _ HANGER • .�� STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.G. ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR /// �-•+ N FRAMING DETAIL SKYLIGHT DETAIL HEADER TO HEADER (PAGE-NAILED) 1Ed 16d 16" OG ALONG EDGES z SIMPSON 12 A f TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 -16d 2 - 40d PER STUD HURRICAK-CLIPS O TRIPLE STUD @ 16"O.G. SIMPSON "HD5A" BOTTOM PLATE:TO FLOOR JOIST, BANDJOI5T, ENDJOIST OR 2 - 16d 1'2 2 - 16d 1'2 PER FOOT C5?O STRAP SIMPSON H05A BLOCKING (FACE-NAILED) @ 10 O.C. Ve"O BOLTS 1'-O" I 3"X 3"X y4"ST. PLATE FLOOR FRAMING MIN SIMPSON H2 @ O.C. • 5/ O THREADED ROD JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 -10d PER JOIST 5/B'0 THREADED ROD SECOND FLOOR v � SHEARWALL HOLDDOWN ' BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 - 10d EACH END RIDGE / TOP PLATE BLOCKING TO JOIST (TOE-NAILED) 2 -ad 2 - 10d EACH END CONNECTION DETAIL CANTILEVER DETAIL 2 13 "x 11' " M.L. U ( ) /4 /8 SIMPSON HD2A BLOCKING TO 51LL OR TOP PLATE (TOE-NAILED) 3 -i6d 4 - 16d EACH BLOCK SIMPSON H210 HANGER @ 16" y2" LAG BOLTS @ 16"O.C. TRIPLE STUD r4 4-1 .r..i CD LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 - 16d EACH JOIST TRIPLE STUD 2 16d COMMON NAILS Q @)6"O.G. FOR FULL TRIPLE STUD J015T ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 -10d PER J015T HEIGHT OF STUD (2)16d COMMON NAILS @ CC3 M CANTILEVER HOLDOWN DETAIL 5/s"PJ THRU BOLTS 6" D.C. FOR FULL HEIGHT BAND JOIST TO JOIST (END-NAILED) 3 -Irod 4 -16d PER JOIST OF STUD SIMPSON HD2A }��"TI1 LAG BOLTS @ 16" HOLD DOWN 5/8"0 THRU-BOLTS BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 - 16d PER FOOT SIMPSON HD2A SIMPSROOF SHEATHING HURRICANE CLIP @ 16" _ HOLD DOWN (8)8d NAILS @ 1"t O.C. AG4 EACH SIDE STRUCTURAL PANELS: PANEL INTERMEDIATE SIMPSON U210 ° 5 EDGES SUPPORTS HANGER @ 16" 5/8"0 BOLT X 24" LONGSIMPSON C520 /a �BOLT X 24" LONG INTERIOR ZONE 5 8d 10d 4° 6" PORCH/RAFTER/GIRDER STRAP @ 16' O.C. ° ° M N 0 s CONNECTION DETAILO.C. ° 8 8d NAILS @ 1"m PERIMETER EDGE ZONE 8d 10d 4,� 4�� ( ) p ° °° a ° o � �"a v GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4„ 4 - ° `~ o 14 101,x 10"x y2' o °' CEILING SHEATHING BASEPLATE00 LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR GYPSUM WALL-BOARD 5d COOLERS 5d COOLERS T EDGE/10" FIELD ° ° ° a FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN Mu WALL SHEATHING (4)3/4"0 X 12" LONG a 2-0"X 2-0"X 1'-O" C14 v ANCHOR BOLTS FOOTING(TYP) o w STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE FOOTING DETAIL EDGES SUPPORTS INTERIOR ZONE 6 8d 10d 6" 12" 4' EDGE ZONE 6 8d 10d � U*)6" 6" W FIBERBOARD PANELS: ,--ROOF FRAMING ROOF FRAMING 7/16" 6d 3 - 3" EDGE / 6" FIELD SIMPSON C520 CONNECTORu DOUBLE TOP PLATE OR(2) H2 AT ROOF 51MPSON 6520 CONNECTOR r , U 25/32" 8d 3 - 3" EDGE/6" FIELD DOUBLE TOP PLATE OR(2) H2 AT ROOF I T 1 0 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7EDGE/10" FIELD 43 Ell PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER CRIPPLE STUDS CRIPPLE STUDS P4 FLOOR SHEATHING HEADER SIMPSON ST 2215 CONNECTOR HEADER SIMP50N MSTC28 CONNECTOR STRUCTURAL PANELS: HEADER STUDS NOTE: HEADER STUDS U UPLIFT CONNECTION 15 REQUIRED AT 1" OR LESS 8d 10d 6" EDGE/12" FIELD EACH END OF HEADER AND AT BOTTOM GREATER THAN 1" 10d 16d6" EDGE / 6" FIELD OF HEADER STUDS IN ADDITION TO 4'-O" MAX CONNECTORS AT WALL STUDS AND AT 4'-O"TO 12'-0" _• TOP AND BOTTOM OF CRIPPLES -- -- - - - - - - - - - — - - -�I— — -•r � - -IT- - I— II I I I I I I I I FULL LENGTH FULL LENGTH WALL STUDS WALL STUDS I� UNE � I I I SIMPSON ST2215 CONNECTORN C SIMPSON MSTC28 ON S VIN �' NNE OR C \ QUIR I I I I y� DRAWN: JM/MS SCALE: AS NOTED * t JOB#: HEADER TIE DOWN DETAILSk X22 3 3 SHEET NUMBER: 9 t OF NE � ;