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HomeMy WebLinkAbout42188-Z 0P" FE Qdj �0 ed , Town of Southold 8/19/2019 P.O.Box 1179 C* 53095 Main Rd � p� ; Southold,New York 11971 '�lpl �r�Z.2X:TJ� CERTIFICATE OF OCCUPANCY No: 40630 Date: 8/19/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1090 Circle Dr, East Marion SCTM#: 473889 Sec/Block/Lot: 21.-3-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2017 pursuant to which Building Permit No. 42188 dated 11/29/2017 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 COVERED PORCH WITH TRELLIS,DECK ADDITION AND "AS BUILT"FINISHED BASEMENT WITH BATHROOM,PER ZBA DECISION#6928, DATED 03-17-2016, AS APPLIED FOR The certificate is issued to Mantikas,Elizabeth&Gus of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0010 06-25-2019 ELECTRICAL CERTIFICATE NO. 42188 6-11-18 & 7-11-18 PLUMBERS CERTIFICATION DATED 05-22-18 rad PiecucA Au o ' e Signature o�soE�ot,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • Q� 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#: 42188 Date: 11/29/2017 Permission is hereby granted to: Mantikas, Elizabeth & Gus 10 Andover Ct Manhasset, NY 11030 To: construct additions and alterations to existing single-family dwelling per SCHD &ZBA approvals and to legalize "as built" basement alterations as applied for. Additional certification may be required. At premises located at: 1090 Circle Dr, East Marion SCTM # 473889 Sec/Block/Lot# 21.-3-11 Pursuant to application dated 9/15/2017 and approved by the Building Inspector. To expire on 5/31/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $511.20 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $198.40 CO -ADDITION TO DWELLING $50.00 Total: $759.60 i ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 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: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or 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 I%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 I. 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$15.00 Date. Qg�f�// New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: 6(1,r JE L I Z'4 V Z7V Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one), Fee Submitted:$ 50 Applicant Signature SO�jj�o! Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ® �� roper.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mantikas Address: 1090 Circle Drive city:East Marion st: New York zip: 11939 Building Permit#: 42188 Section: 21 Block: 3 Lot- 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 15 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 14 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 61 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dtn/ Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches 14 Twist Lock Exit Fixtures TVSS Other Equipment. Change Existing 200A Service to Underground. Notes: 1-30A Oven, 1- 50A Cook Top, 1- Range Hood, 5- Under Cabinet Lights. Inspector Signature: Date: June 11, 2018 0-Cert Electrical Compliance Form.xls oF soUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 •� • ao roger.richertl-town.southoId.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mantikas Address: 1090 Circle Drive city,East Marion st: New York zip: 11939 Building Permit#: 42188 Section: 21 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY" - "NO VISUAL DEFECTS" Notes: 1- Bath Fan, 1- GFCI Circuit Breaker. Inspector Signature: Date: July 11, 2018 0-Cert Electrical Compliance Form(1).xis 9 E E Town Hall Annex Telephone(631)765-1802 54375 Main Road '" Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 w i BUILDING DEPARTMENT (� TOWN OF SOUTHOLD D { MAY 2 2 2018 Y.' a CERTIFICATION j TOWN OF SOUTHOLD j f f Date: i Building Permit No. /-/Z/L9 Z Owner: Ord kas (Please print) n t Plumber:—, (Please print) j i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. j (D16mbers Signature) I Sworn to before me this day of 20� Notary Public, - _;County - -- - CONNIE D. BUNCH Notary Public,State of Now York No.01 BU6186050 Qualified In Suffolk County ; Commission Expires April 14,2LL�.0 j soulyo ��ycvurm a�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) REMARKS: (--I-) Qfftb 0 'L VL �,t Yt,G� DATE ( I� INSPECTOR OE SOUL � O H O i 0 m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRS G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE241)4INSPECTOR hO��pF SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 INSPECTOR �)4 59 �fq so�TyO # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING - &VIAOC4 �V)K_ REMARKS: Off&&-czl _& kpAl DATE Y ze'I� INSPECTOR OF SOUI�,o� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 0 765-1802 e , INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) k ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �-t67- DATE ` INSPECTOR OE So � l # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL ��- [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ifAzariic-e At/ �wvftfx 6vl— &Oof DATE �� b INSPECTOR ,4A,RCHITECT MARK SCHWARTZ & ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchoguc, NY 11933 631.734.4185 1 www.mbarchitcct.com March 06,2018 Southold Town Building Department Main Road Southold,New York 11971 Re: Mantikas House 1090 Circle Drive East Marion,New York SCTM#1000-21-03-11 To whom it may concern, We have been on site to review the rough plumbing,the insulation installation and submitted a revised ResCheck. The insulation and rough plumbing have been completed and to the best of my knowledge, meet or exceed NYS and Town code. Please call this office with any questions you may have. Sincerely, a 0A ,' pIFf fl R MAR — 7 2018 4' �-, TOWN OF SO VS®LD •f•A�� f rte,, Mark Schwartz C AIA Member Aincrican tnshtuto of A,ciutcct uo 1 1 • ' • momflu"113folakl1wFOUNDATION (2ND) / FOUNDATION (IST) ►. ROUGH FRAMING PLUMBING rNSULATION . . ENERGYSTATE • 1 0I A 11 MIN ADDITIONAL COMMENTS Trim- r elm OC Rj2, 91 ►rilJ''M-171.1111 e 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,N Mail to: `�l Disapproved a/c Phone: Expiration ,20 —11 n Build Ins for SEP 1 5 2017 PLICATION FOR BUILDING PERMIT Date �9 / , 20 F,UTTI.DING DEPT. INSTRUCTIONS a. A9TT �OF SOUTHOLflD a'pplicat�on 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, age , architect, gineer, general contractor, electrician, plumber or builder Name of owner ofremises • , �.r ! l� p . i (As on the tax roll or latest deed If applicant is.a cor,poratio'n;=s'ignature;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. Loc a ,, o ©�d on which proposed work will �do e: 9' / C House Number Street 9m alet County Tax Map No. 1000 Section Block V-__% Lot L Subdivision Filed Map No. Lot 2. State existing use and occupancy of premis and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy A'n 3. Nature of work(check which applicable):New Building Addition ' Alterations - -`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 t� 6. If business, com r�cial or mixed occupancy, snecify nature and extent of each type of use. 7. Dimensions of existing structures, if any. Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth ° 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ' P 4- o 12. Does proposed construction violate any zoning law, ordinance or regulation? YESX—NO 13. Will lot be re-graded? YES NO-KWill excess fill be em vefro misses? YES X NO ll 14. Names of Owner of premises ,( Address lf'�1 ;IJ4-f Phone No. 179Gj 6 Name of Architect / �- Address Phone No -5 7V (1( 2 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 BB QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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 OF �ehrg duly sworn, deposes ar sj*� j pIicant �t0 o New York (Name of individual signing contract)above named, ��1SU618608o quQin (S) Commission Expires pCounty S He is the xP res A nl i (Contr ,ctor,Agent, Cor rate Of cer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief-, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day o 201 V Notary Public Sign e of Ap icant 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 Survey SoutholdTown.NorthForkxet PERMIT NO. Check _- Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 — --—---- 7—,,1 Single&Separate Storm-Water Assessment Form `I Contact: Approved 20 f } DEC - 9 2015 ,`� ! , Pp �� Mail to: Cue 3121 If/V. •P�'1 Disapproved a/c __- P/11,�d�/�w�'-0ei A-'V'719'0/' t 6�J 727-_lr ' Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 499C 8 , 20 /5 '- INSTRUCTIONS 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. 94/ (Si nature apaM�} }a ie, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber,or builder C 1' Name of owner of premises JiJ5_4e_1_L!_ (As on the tax roll 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 which proposed work will be done _t s 11 C/111'9CL2 Pa/45�.' House Number Street Hamlet County Tax Map No. 1000 Section �� ` _ ' Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition t-"""'—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 12& ll) Number of dwelling units on each floor (12 If garage, number of cars po. k; 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �J � Rear l!� �l Depth 0,J Height Number of Stories Dimensions of same structure with alterations or additions: Front _:F?/6 Rear Depth s !0 >r Height CNumber of Stories rU.,90 ZV 8. Dimensions of entire new construction: Front 5-/ � Rear 57 69' �De "th� Height ��i GNumber of Stories )GUSH a`uaz'. 9. Size of lot: Front Rear / (J5ic,T Depth 10. Date of Purchase 2�f�/� Name of Former Owner ~V )G/ 11. Zone or use district in which premises are situated P- 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES x NO 14. Names of Owner of premises S Address J114 ///i M el-e'A`,L�hone No. Name of Architect �1 /'�G1'C,k�GG i��'Z Addressf DFPX!:3 C7//'t' V6�ione No 1W a4--:�7194__ Name of Contractor Z922 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 NO X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFB PL L &ClyAi r /C`/y/����� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the A64:W';7_ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2015 TRACEY L. DWYER q'l�b day of _rmhf Q 20 NOTARY PUBLIC,STATE OF NEW YORK N0.01 SUFFOLK C T;���(MZ QUALIFIED IN SUFFOLK COON Notary Public SION EXPIRES JUNE 30,R2Lt Signature of Applicant BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson "0 SUUry® 53095 Main Road•P.O.Box 1179 ti0 l0 Southold,NY 11971-0959 Eric Dantesic Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider C®u01 Southold,NY 1.1971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS ®_ S TOWN OF SOUTHOLD L5 ��%% D - Tel.(631)765-1809•Fax(631)765-9064 BAR 2 2 2016 FINDINGS,DELIBERATIONS AND DETERMINATION BUILDING DEPT. Z,® ®F.�® MEETING OF MARCH 17,2016 OLD ZBA FILE: 6928 NAME OF APPLICANT: Elizabeth&Gus Mantikas SCTM 1000-21-3-11 PROPERTY LOCATION: 1090 Circle Drive(corner Aquaview Avenue),East Marion,NY 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 referred as required.under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Feb. 9, 2016, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 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. PROPERTY FACTS/DESCRIPTION: The applicant's property is a non-conforming 15,579.14 sq. ft. parcel in the R-40 zone. The northerly lot line measures 105.00 feet along,Aquaview-Ave. The easterly lot line measures 150.00 feet along an adjacent residential parcel. The southerly lot line measures 105.00 feet along a currently un- developed 9.2 acre parcel, and the westerly lot line measures 150.00 feet, partially along Circle Drive, and partially along the 9.2 acre parcel. The property is improved with a single family dwelling, and an in-ground swimming pool, as shown, with proposed additions, and proposed setbacks, on the site plan labeled SPI drawn by Mark Schwartz&Associates,undated. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's December 18, 2015 Notice of Disapproval based on an application for building permit to construct additions and alterations to existing single family dwelling, at; 1) less than the minimum code required front yard setback of 3,5 feet,2)more than the code maximum allowed lot coverage of 20%. RELIEF REQUESTED: The applicant requests variances to construct additions with a proposed front yard setback of +/- 32 feet from Aquaview Avenue, a proposed front yard setback of +/-31 feet from Circle Drive, where setbacks of 35 are required by code, and proposed lot coverage of 22.6% where 20% is the maximum allowed by code. ADDITIONAL INFORMATION: Prior ZBA decision 2910, dated Oct. 8, 1981 established a 32 feet front yard setback on Aquaview Ave., and a 31 feet front yard setback on Circle Drive. Circle Drive is an unpaved private `j Page 2 of 3,—March 17,2016 ZBA46928—Mantikas SCTM#1000-21-3-11 ROW that provides access to several other parcels. This parcel is a corner lot and has two front yard areas. Two neighbors addressed the potential hazards of on-street parking because of the narrow roads in the neighborhood. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 3,2015, 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(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The front yard setbacks on Aquaview Avenue and Circle Drive were established by ZBA decision 2910 in 1981,_and will remain unchanged by the proposed construction. The proposed alterations and additions are consistent with typical enlargements over time to many single-family dwellings. The amount of non-conforming lot coverage is a consequence of the proposed building additions on the small, non-conforming size of the parcel; however,this is not a unique situation compared to other similar-sized non-conforming parcels in the neighborhood. 2. Town Law §267-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. The existing dwelling has two non-conforming front yard setbacks, and therefore any,new construction within these areas require variances. The applicant is unable to construct the additions without increasing the existing lot coverage of 18%to the proposed non-conforming 22.6% lot coverage;therefore a variance is required. 3. Town Law &267-b(3)(b)(3). The variances granted herein are not mathematically substantial, representing 8.5%relief from the code for the Aquaview front yard setback, 11.4%relief for the Circle Drive front.yard setback, and 13%relief for the non-conforming lot coverage of 22.6%. In addition,the front yard setbacks were established by the ZBA in 1981. 4. Town Law X267-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 §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of 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 X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new additions to the single family dwelling, 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 267-13, motion was offered by Member Horning, seconded by Member Dantes, and duly carried,to GRANT the variance/variances as applied for and shown on the site plan and architectural drawings labeled SP1A1-9 and T1 SPI drawn by Mark Schwartz&Associates, undated. CONDITIONS: 1. The applicant shall provide a minimum of four(4)parking spaces on site. 2. Prior-to the issuance of a building permit, the applicant shall remove all existing fencing that is not on the subject property to wit: along the north, south and westerly property lines. Page 3 of 3—March}17,2016 ZBA#6928—Mantikas SCTM#1000-21-3-11 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 variances) granted herein as shown on the architectural drawings, site plan and/or 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. 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. 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, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board.- Ayes: Members Weisman (Chairperson), Dantes, Horning, Goehringer, Schneider. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2016 BOARD MEMBERS o f S0 Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes cn _Ne Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • ^�i� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTI Southold,NY 11971 http://southoldtownny.gov IR ZONING BOARD OF APPEALS TOWN OF SOUTHOLD L� October 26, 2017 Tel.(631)765-1809 -Fax(631)765-9064 Mark Schwartz&Associates Architect P.O. box 933 -- p L`- '� !-` {} 3 Cutchogue,NY 11935 - RE: Request for De Minimus Determinati \ NOV 1 4 2017 DD Appeal No. 6928, Mantikas 1090 Circle Drive,East Marion SCTM No. 1000-21-3-11 Dear Mr.,Schwartz; TOWN OF SOUTBOLD We are in receipt of your correspondence dated October 18, 2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you explain that the scale of the currently proposed project is less than the previous approved plan associated with Appeal No. 6928, dated-March 17, 2016, and that the front yard fencing has been removed and the-pool fencing has been relocated as per the submitted site plan. Your current plans indicate a reconfigured single family dwelling with a front yard setback of 29.6 ft. from Circle Drive instead of the approved distance of 31 ft. 11 in., a 39.5 ft. front yard setback from Aquaview Avenue instead of the approved distance of 32 ft. 8-in., and a lot coverage of 22% instead of the approved lot Y coverage of 22.6%. Based upon the information provided, and depicted on the site plan prepared by your firm, dated October 18, 2017, I have determined that your requested modifications to a proposed single family dwelling are de minimus in nature. Although the front yard setback from Circle Drive will slightly increase the degree of non-conformity,the other changes will eliminate the need for one setback variance and reduce the non- conformity of the lot coverage while upholding the intent of ZBA Appeal No. 6928. Please be advised that the conditions set forth in Appeal No. 6928 will still apply. Contact our office if you - - r 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. Si es ie-Kan seisma Chairperson cc: Michael Verity, Chief Building Inspector Scott A. Russell ,��° STORMWATIEIR, SUPERVISOR � I��ItAl�A(GilEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 1 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1+ Town o,f So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORKS ; EET (TO BE COMPLETED BY THE APPLICANT ) SEP 2.0.2017-- --- - DOES 'ISIS PROJECT INVOLVE ANY OF THE POLLOWIIoiG: ; Yes No (CHECK All. THAT APPLY) ❑ or A. Clearing, grubbing, grading or stripping of land which affects;more than 5,000 square feet of ground f . EZEI surace.•- , B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑(2(C. Site preparation on slopes which exceed 10 feet vertical rise to 100. feet of horizontal distance. 00f D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®( E. Site preparation within the one-hundred-year floodplain as depicted on-FIR M-Mapr of--any-watercourse= _ _ - M❑ 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 all 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 Stormwater Management Control Plan and a completed Check List Form to the Building Department witli-y-our Building Permit Application. APPLICANT: (property Owner,Design Prof tonal,Agent,Contractor,Other) S.C.T.M. -1: 1000 Date �/,c j I , � Drctrrct NAME I//d/'V( * KJ '^Z Section Block Lot 7� FOR BUILDING DEPARTMENT USE ONLY Contact lnfvrmatwtt —ra a — — — — — — - - - - - - - - Reviewed By_ /�� a��`� Property Address/Location of Construction Work Date:• !_ _ _ _ _ _ _ _ _ _ _ _ _ logo C ���, � �� Approved for processing Building Permit. ` f F] Stormwater Management Control Plan Not Required. .y JAN Stormwater Management Control Plan is Required 14 pt (Forward to Engineering Department for Review-) FORM n SMCP-TOS MAY 2014 APPLICANT $,C.T.M. 1000 (Pea5„ CHAPTER 236 (Property Owner,Design Profeuional,Agent,Contractor,Other) 11 a? 1l ! Stormwater Management Control Plan CHECK LIST NANIE. Section Block Lot , a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: � ` �c The applicant must provide a Complete Explanation and/or Reason for not providing / v n7 ,bK ,,,b, all Information that has been Required by the following Checklist! I, A Site Plan rawn to scale Not Less that 60'to the inch MUST YE NO If You answered No or NA to any Item,Please Provide Ju•tif' e! Show all of the following items: NA If you need additional room for explaTeft5Q4-J�IEPd of per, a. Location.& Description of Property ===—ii b. Total Site Acreage. c. Existing � I i�s U:/ J - Natural & Man Made Features within 500 L.F. U UV of the Site Boundary as required by§236-17(C)(2)• d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. ONS ARE RE f. Existing & Proposed Contours of the Site (Minimum z intervals) Engineeringat 7 g. Location of all existing& proposed structures, roads, f Provide En in eers driveways, sidewalks, Certification drainage improvements&utilities, a e drainage has been installed w 60de. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). £ROStON &SEDIMENT CONTROLS k. Location of proposed Construction.Entrance/Staging Area W. Shall incltjdp hut not he limited too 1, Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. I.Allps Backed Slit Fencing, 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate -�eedlng ef exposed an on-site the run-off from,all impervious surfaces generated by a two(21 Inch rainfall/storm event. 3• Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. BUILDING DF , b. Construction Entrance&Site Access. TOWN OF SOUT>l3OLD c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc. d. Leaching Structures (e. . Infiltration basins,swales,etc.) .," l'()It I•:N(;1N1::1-:R,IN- )EPA[rT 'N"' USE ONLY"' 1 Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date 2 I SMCP has been approved by the Engineering Department. � I FORM * SWCP Check List-TOS MAY 2014 i - <o Town Hall Annex Jw Jr Tdephone(631)765-1802 54375 Main Road 765.902 so P.Oold, Box 1179 11971-0959 • Q roaer.richerid-Own south0ltl ny us o RUEOVE . D BUHDING DEPAR72fNT DEC 1 1 2017 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION BUMDING DEPT. OLD F,- License UESTED BY: —� (N; _ I .� �.�- Tow S�C,,; Date- t pany Name: i r G'e- No.. F Address: e No.: 31- 2-3 JOBSITE INFORMATION: (*Indicates required information) *Name: G us M A-wTl- Vci. ,r - *Address: 10- /Y'7�i vac *Cross Street *Phone No.: Permit No.: (Tax-Map District- 1000 Section:_ � Block: Lot *BRIEF;DESCRiPT1iON OF WORK(Please Print Clearly) -f–v lac -f-" _ v. L/L . r (Pease Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you meed a Temp Certificate: NO Tomp Information(If needed) *Service Size: base Whase 100 150 300 350 400 Odw *New Service: Re-connect ndergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION B24Request for Inspection Form �� ' I f _ BUILDING DEPARTMENT-Electric n � ���f2 ° TOWN OF SOUTHOLD DN Town Hall Annex - 54375 Main Road Box 1179 o • Southold, New York 11971-0959 JUL 1 0 2018 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richertta",town.southold.ny.umUILDING DEPT. TG4r'm opsnuTuoLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �. \�,I 1 c�.vi s �C� Date: �— Company Name: e S C- c.- Name: License No.: V�- I" I✓ email: Vv cep, s . cn,/l (_9 ,�.ffi b Address: (� 0. ci -71 Phone No.: r - Z3 - Z I S- JOB SITE INFORMATION: (All Information Required) C Name: -t'a IL�s Address: C, i' L r' tq,G A2 -I- Cross Street: 20 u Phone No.: _ Z`3L - G Z J Y email: Bldg.Permit#: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) '+--J i3v, J #� Circle All That Apply: Is job ready for inspection?: YO NO Rough In ina Do you need a Temp Certificate?: YES/ NO Issued On Temp In rmation: (All inform 'on required) Service Size 1 Ph 3 Ph Size: A #Meters Meter# New Service - FI Reconnect- Flood Reconnect-Se �Re�coected -Underground - ead #Underground Laterals 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 82-Request for Inspecdon Form As � 10 l D [ECROV[E D SEP 1 9 2017 O�pSUFFO(,YcoG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road _� Fax(631)765-9502 P- O. Box 1179 BUMDING DEPT. in z ' Cry Southold, NY 11 OF SO=OLD p BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: Owner: 60' �'77 I�--/ -5"- Location,of Property: u4wE-z itt 1 Please take'notice that the(check applicable lihe): New commercia-or residenti`al.sfructure _ ter•. * � -`Addition to existing•dommercia6or residential stru6AW6' tit- Rehabilifia#iQnto• n existing`ccymmercial or residerit[a}Ystructure F:,,• to be constiucteCi`o�,performed•at the subject,property referenceabove will tutiliie (check applicabateaine): Truss-_type-construction (TT) Pre-engin66eW* qp-d construction (PW) Timber consrr ion (TCS in the following location(s) (check applicable.lind):'-• Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fra 'ng (FR) Signature: Name (person submitting this form): Sa&y/-KIz ' /I Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/112015 \ G•:t%^?._T 5'1 r�j lyrSF'7[��wjv� ��i"`r �Y^�•d t��'i,�S•��'l•YY_7��L�•��G t�UY��+�' .IL��n. .s!•.::s?� `{,� `��jrh�/"i��'r��..tas YC.•'-(r fyn r..� 7°i�. _ titi?' f'��yjy�i�G„ �y`v�)5`�"'wyd••'f.+ij�`*ij3 ,fiiUx � 'ib 'Jii� ►rr rt�+� w•4 ,.ry.•�. �t)«�rylr�j f« ?� x {• Y L •.' 1 � _y Jl.�.g .�.'L`•ti••• S ✓7 tir7 !,Y t4tJ.�}}y JrCrrn~?�J{� '�i-',�•�4t`s-.. "t`<"s 4`�+� ':-���i SG.'•” as �. i�,. t�•'j'` �N i �� i ���.. � ''{mac '"ii i LSt• r•V inj r7 ; tr ? ri< + J `V;y.,.L. ..r 7� a~ ✓:- � Vii. r i v A • . . i FLOOR ` + GIRDERS •. BEAMS PROPOSED DRYWELLS: - (2)B'X5' (2)8'X5' 15 CU.YD. 5 CU.YD. �J TOTAL: 3110.6 SQ.FT. 357.2 3436.2 SQ.FT. 22.0% 29 CU.YD. 11 CU.YD. O MEETS&BOUNDS BY: JOHN EHLERS SURVEY DATE: 7/9/13 Q{ w r� t V1 EXISTING SEPTIC LOCATION Z SYM: CAPACITY: DESCRIPTION: A 11 C f ST 3000 gal SEPTIC TANK - 47' 25' Q LP 1 8X16 deep LEACHING POOL 59.5' 29' LP 2 8'X16'deep LEACHING POOL 50' 29.5' - CL CLEAN OUT - 25.3' 47.7' - �TWl1 r a„r �iN �NLLJ H �a STORM WATER MANAGEMENT DETAILS m rn ROOF AREA.2173.6 SQ.FT N.T.S. X Ln AT 100%WATER RUNOFF:363 CU.FT. ch C1 � ti PROVIDE(2)8`131A.X V DEEP DRYWELLS DRYWELLS CAPACITY:422.5 CU.FT. 6;� M Uj SINGLE BEAD HALF ROUND GUTTER ” STANDARD 5" .5 0 NOTES: C1 1).EXECURON: A),DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. U 2).PREPARATION: A),CLEAN THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C} PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO r FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WfrH WATERTIGHT 30INTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SUP JOINT CONNECTORS. 3).OONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A}PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 00 to ` Do ° F STORMW R MANAGEMENT e o Q ° APPROVAL O ATE 111T M CONTROL PLAN -Town Code Chapter 23$ �6 /Z /, Date: bfti t Dov 27/17 ` 7/1 Ir' Approved by: `■ EROSION &SEDIMENT CONTROLS DRAINAGE INSPECTIONS ARE REQUIRED Shall include but not be limited to: Contact TOS Engineering at 765-1560 before A well maintained Construction Entrance, Backfill, OR Provide Engineer's Certification Wire Backed Silt Fencing, stabilization & that the drainage has been installed to Code. z Seeding of exposed and/or inactive soils. S��REp ARC —' � /7f� l�G\ IN Spy D) 1-9 ' DP � NNOV 1 4 2017 (n, � ^ 4 15 ® . 01 _ NEW FENCE,,',- ' EXISTING FENCE REMOVED \X)" j LP CONSTRUCTION DUMPSTER II G WALL ,� %' AND REINSTALLED INSIDE 2 TO; R Z PROPERTY LINE DURATION Of CONSTRUCTION 0 v II r z 11 CN ENCE II 1 ' EXISTING DRIVEWAY O II SIN N.D SO TO REMAIN m v Lu1 � l"~• 11 II l' _ _ PORT-A-LA TO REMAIN EXISTING DECK N `� p 5' ON SITE FOP, DURATION W OF CON#1'RUCTION II �; EX. CHIMNEY 11 ,LQ I I I RAISE UP TO NEW 2ND. FL. \EET CODE / oo N ADDITION 1 N i EXISTING �1�]G I DECK REFRAMEIOR WALLS H EXISTING PORCH II I I CL; E- AT 1ST. FLOOR !' TO BE REMOVED O Q REFRAMFROOFw/ DORMERS. ;4.2' AND REPLACED 11 - II � � ---- ------ 11 2 . FL. TO HAVE ' 6' m 1 a; LOfT ONLY (OPEN TO BELOW) 0; 44.2 M 11 STORM Wj :XISTING II I 11 - - - - •0 'in PATIO r ' 40. AT! �.�CATiON 11 I I � '., 1 ROOF AREA:2173.5 SO,FT. ► 1 II 00%WATER RUNOFF.363 CU STAIR i ; ce ADDITION 44.3' L II PROVIDE(2)s DIA X V DEEP DRW II Lu DRYWELLS CAPACITY,422.5 CU. -� TBD •-Q 1 EXISTING 2 STY ? .�� II Y_r x'14.0 FRAMED HOUSE \ C1,f- II to ALTERATIONS TO 1 Z I CONCRETE II ROOF THROUGHOUT v \ / WASHOUT II � (MAIN ROOF TO REMAIN) � -- II I J F �Sf (HIP ROOF STYLE TO BE rn O — — — — — ALTERED w/ FALSE GABLE Z ENDS AND HIPS. A II `u { 8'X5' ' r-; DW I 1 SOIL 11 C T30.3' 3LOCATION II 9.51 cy h-� I ;- O ROOF ALTERATIONS 41.51 FING FENCE I -; �y AT ALL SIDES ---- ------- ---- REMAIN - - --_ - - --_--_ --_-- _{GAMRRE-L-DORM€R-i -- -- -- -- - - - ------ -- -------------- -- -- ' ,f� 1 SGTM# 1000-21-2-12 SGTM# 1000-21-2-13 O• SGTM# 1000-21-2-14 AQU AV I SW '`�V JUS �-o EL•45,0' • O -- o `O —� W Q r ° o y0' ��� s.o' - 1`o sot o p o a� 7O .Qod J it Rmnco 0111ON J LINE OF EX(971NG .,^ BALCONIES TO Zp BE REMOVED ©f ' � , a _ LINE OF X 2 -570 5 r - + 1 o c(� X ,' FIMS T FLOOR r2ID 'L7 UA CANTILEVEM - f- = -5 0' C� J �;` '=w`�ti;{�'•-``' ''.;;::.`::fix'.{ u; ;«. k.:------�-'� , r 1 ` •s*;.• :` ;,'r>`; > .: ,., i..tT r;, It► OF NEW < ANO .i Lt/v� = . ' ROOF LINE D or t - x ' 50'-0 FRONT YARD, -.`:'s_ : r. ,ia ;i"`. YY' f`:�'> �,t`y:y y RAISED PJDGc *61-01 c�V A �_ia4 »�dy .r,�l tt d 'T ,�,• rh.,"� f l`f� Yri�,1•',n.�:: .,- ,r'y><-;;,, ;�.�;,,,•,.%, ,,'f' ,';,;. SIDE YARD PRO t =v �h-,• � TBAGINE OF EX5T.HOUSE AND 2-5 L TO SE RZMOVED 'ADD ON G,AR F- SGTM# 1000-21-3-12AZ .go :ti1n� is ,.:;� i `-n-'.Irg�: :;Idr/. r e /'•1111.. G � 91'-6. t 4 ~•`,a. L�, wt: 'i;' �}Ij`J •_! '� ` �ff��j'• 1 .a - —-- -- - = o STOF2Y DECKkA-CK V/ 0 0 01 7 PATIO AT WI o � GRADE IEaGISmING IN-GIaOUh a _ SWIMMING POOL ° i 0 REMAIN ( , a If. O Z El-.3G,O Q OI 6-907 _ W _ O 36,0, 1 PLOT PLAN! SGTM# 1000-a1 3-15 1�.r'.00, ~�--N Scale:�rd °�3° uA " APPROVAL OF STORMWATER MANAGEMENT DRAINAGE INSPECTIONS ARE REQUIRED CONTRO4PLAjN T Code er 236 ~ 1 Contact TOS Engineering at 765-1560 before Date: VI /9 • ��`_ f f Backfill, OR Provide Engineer's Certification Approved by: r. that the drainage has been installed to Code. GODS ANALY919 ENEtROY NOTE5 OCCUPANCY:Rcs+dential Single Family Detached 1.Calculations are valid up to x999 dcgree days, REFERENCE STANDARDS: 2•Certified wrsformoraa for Zone 118. Reoidcntiol Code of New York State Wood Frame Construction Manual AF FZ PA(2041) 3,Wood framed floors,walla and callings shall have an approved Climate Zone:115 vapor barrier crmeanco ratio of 1.0 parm)installed on the Degree Daya:5750 EROSION&SEDIMENT CONTROLS •warn In wintc lido of thermal Insulation. Shall include but not be limited to, DESIGN LOADS: .Windows and sliding dears shall have a•max.air Infiltration Roof:20'psr'ground snow load A well maintained Construction ntranc� Basic Wind Speed,.110 mph Wire Backed Slit Fencing,stabilization& rating of 0.3 CFM per square foot of window area, Swinging uplifIi 15.1# Seeding of exposed and/or inactive soils, dears shall have a max,air infiltration rate of 05 CFM per Ocad Load-10 pef square foot of door area. Table 8301.4 5. SI.ylight shafts atoll have a minimum insulation value of R-19. Minium Uniformly Diatributcd Live Loods 6•Garages-r'rant,siders,chars, interior ai,all iu:ve max. U_.4:7 (in Pounds per Square Foot) Urc Live Loads 7. oJl fircp1accs hall be provided with a damper for outside combustion air W-200 CFM. All flues shall have tight seated SANITARY NOTES: ONG ISLAND SOUND ` VACA / SITE PLAN = SURVEY BY JOHN C.EHLERS LAND SURVEYOR S.C.T.M.DIST.1000 SEC.21 BLK.3 LOT 11 ( SCALE: DATED JULY 9,2013. 1 �Q - 2. 8 BEDROOMS ARE PROPOSED FOR THE RESIDENCE. AQUAVIEW AVENUE c 55"1'v 1 3. TOTAL LOT AREA AREA=15,579 S.F.(0.3576 ACRES) n � `� , 4. SCTM:1000-21-3-11 cm \ I I m '� t-P °- , '\, - 4- aa. �� ' i 5. EX SEPTIC SYSTEM APPROVED BY SCDHS APRIL 20, ��, PROJECT I \,_�� N DING I J D 1982 REF# 11-SO 92 qQl ' �i LOCATION '` �1NG TEST HOLE DATA G W NEW 2-STORY ADDI ON EX.WELL TO RE \` EL.37.0± ti DRIVEW TO BE $_ I \ MIXED SAND$LOAM(ML) } \ 0.5' RE VED � Q � - _\ BROWN SILT(ML) fix, ,,o , �'- p:' �� 3.0' LOCATION MAP 8'0 X 1 DEEP LEACHIAIG SM O 64 � \ BROWN SILTY SAND (SM) 1'=600'± P OL(TYP.Of 2) ` •• � J' p s?cc) 35.5'HIGHEST EXPECTED GROUNDWATER ELEV 1.5 o p U) VAIL WICK HOLE 5 ''� _JI4 2 eO S� P � �' �a�`� / 43' A TEST HOLE EXCAVATION INSP1<E110N TO ( GF UND 5 Q & ' z_c_rs WATER IN BROWN SILTY SAND (SM) PERFORMED BY THE SCDHS FSJR-fHE WIC OLE. 0 ( IN pr°1_ ----yp1� Oz 2 / 49' TESTAE LOCATION N _ , a y / WATER IN BROWN FINE TO COARSE SAND (SW) �1-8'0 X 16'DEEP 50/o o T �?° , (iJ 58' EXPANSION LEACHING POOL o°o N / TEST HOLE PERFORMED DECEMBER 9, LAND NOW OR FORMERLY OF• PA770 s� ; I / 2013 BY MCDONALD GEOSCIENCE HENRY MILANO ' +.=r-c� CP I� ! 7 p O ! NANCY Nnuwo � in����-, p NEW ECK ADDITIONGROUNDWATER ENCOUNTERED 43'� 0� DWELLING =3G�%t6 'r UNp:� m - BELOW SURFACE WELL 4 5ffmc 6 i Q= 15(Y+ 9+ °/O, PROPOSED 300 SEPTIC SYSTEM TO BE �No o F GALLON SEP�EXISTING C TANK / / � m r-p(11.1c l":'I.1wrY DE.'FI El•IT14LI Y OF H„AL:1.1.9 S{r,1�t/ICESi PUMPED DRY AND FILLED WITH --gym-- --�----" r CLEAN SAND AND GRAVEL IN ) bol}�doni]]Pnt 0f CXis$111g sanitaly rysEOi'Sl lril!5$X30 Y11 fab:f31t IT ffC�i, APPrOVAL 011 E,eQPa��1.ucTlta�a FOR c� ACCORDANCE WITH THE ,/ 1 S � �, ,S � COI1;Orillc�,l1CC'with requirement 1:3011$.Si1�iT11@ 1 :C I_>w �'A.+l 1{WY w 1 D 1r hl C F (3(�1{.'i� CURRENT SCDHS STANDARDS o� c co—pleted fo23ri"nVM_ as proof. WATERTIGHT FRAME&COVER W/ \_, ILOCT 1 4 2015 MORTAR FROST APPROVED LOCKING DEVICE CONCRETE COVER \ I CONCRETE COVER 1J,'P; --- �- f 1. 1. .y .s ' (s�, (� i� _ �.___ B.F EL.38.0± CONCRETE COVER PROOFING 24"0 PRECAST CONC RISER BELOW GRADE BELOW GRADE e1PIP T"5'i h.i I _ _ —�_•�--_ m BELOW GRADE G E EL 0.00± RINGS(12'MAX.HEIGHT) GRADE EL.0.00± Amn For: SANITARY NOTES. ONG ISLAND SOUND ACWrSITE PLAN { 1- SURVEY BY JOHN C.EHLERS LAND SURVEYOR S.C.T M.DIST.1000 SEC-21 BLK 3 LOT 11 DATED JULY 9,2013 SCALE:1°-W ' 8 BEDROOMS ARE PROPOSED FOR THE RESIDENCE AQUAVIEW AVENUE " o TOTAL LOT AREA AREA=15,579 S.F (0 3576 ACRES) � ��'� wELL 4 SCTM-1000-21311 a� ---- -_ ` NOV 1 4 2011 o 5 EX.SEPTIC SYSTEM APPROVED BY SCDHS APRIL 20, PROJECT I, 1982 REF#'11-SO-92 LOCATION OF SOUT, V!y m TEST HOLE DATA EC NEW 2-STORY ADDI ION 00 EX WELL TORE �_� EL 37 0* DRIVEW Y TO BE 0 5IXED SAND&LOAM(ML) RE VED 'tr � BROWN SILT(ML) 3(Y LOCATION MAP ,,40 X 1 DEEP LEACH1, ti• `` P L(TYP;OF 2) � � mssJ; � ��9 rp\_ I BROWN SILTY SAND (SM) 1°=600t - cam° O�ECEiVE wELL j 9eDp� -- 355'HIGHESTEXPECTEDGROUNDWATERELEV 15 WICK HOLEsr�� � � � I1 � 43 A TEST HOLE EXCAVATION INSr5CTION TO - �, spa UND 5 g � WELL , PERFORMED BY THE SCDHS F4X7THE WIC LE. 1 �� �wg WATER IN BROWN SILTY SAND (SM) - - -- yoN �V % 49 OCT 14 2017 TEST LE LOCATION m ` __ � � �J , I WATER IN BROWN FINE TO COARSE SAND (SW) 8'0 X 16 DEEP 5W V O ' T ° d !1J 58' ICES EXPANSION LEACHING POOL N / TEST HOLE PERFORMED DECEMBER 9, SultOFFOF�'�ASTE A E MGT. LAND NOW OR FORMERLY OF Z kik .,�z..,�•v'+no •�`' / Q_/ 2013 BY MCDONALD GEOSCIENCE HENRY MILANO R, G ' ) , NANCY MILANO .� '`ir 1`�'"��,, P NEW#CK ADDITION GROUNDWATER ENCOUNTERED 43' DWELLING `,'„•L'* "'D': (j.) 1 I •� g °6W'StIRF _...,.__.�.— WELL 4 5EPnC N6 `�,�� r� 3 0 /�� •� 11:"OviSod <,r.2 Fri'-�'i'W1`•J "w � -r' 159+ 9�/O�/ " N PROPOSED3A00 ' ! Q c ��""77llLi �- - SbTFOLK,�:C9�-N�-`°e'DEPART'I �N ',' HIEAL'MSERVICES c�o" (n GALLONSEP,¢¢ICTANK ' _LjJ�` 1 EXISTING SEPTIC SYSTEM TO BE NOI1 , PES rr FOPI�.rPPev.O" AY OM OC"'-+,NS T�I1:.C'riCIN FOR A PUMPED DRY AND FILLED WITH CLEAN SAND AND GRAVEL IN 0- 00, , Y� JI ACCORDANCE WITH THE ® c� CURRENT SCDHS STANDARDS F�xFc ``��_ 10 TDIEJ "� *"a^ I �? � v `. WATERTIGHT FRAME&COVER W/ y uffolk � `l le a=rtment Of F`eaflth/se�°Vtces APPROS ED APPROVED LOCKING DEVICE � " MORTAR FROST CONCRETE COVER / CONCRETE COVER kFOivJ�a'i�°zA X"Al l i A OF I L BEDROCKS B-F EL 38.0± CONCRETE COVER PROOFING 24°fol PRECAST CONC.RISER BELOW GRADE BELOW GRADE BELOW GRADE G DEE 0-00± RINGS(12°MAX HEIGHT) GRADE EL.0.00± TRAFFIC BEARING SLAB 11, M n 24p 1'min- 1'min- 20 PVC WASTE LINE 2'Max TRAFFIC 2'MaK IT PITCHYe INCH PE BEARING SLAB RAFFIC BEARING SLAB bandonment of existing sainEtary syStDni must be in 4 SANITARY WASTE PIPE ,.�� p , a t PITCH 1/4 INCH PERFOOT INV EL 35.6 '• - - INSTALL DUMMY RINE OR DOME AE � for-'im-mc-C wid .ep,..imerit regtiir h-i-.n,.Sub.,nE�. INV EL 36.5 INV EL 36.1 z a- aD INV.EL-3485 I NECESSARY TO BRIN PROPOSED `� ni feted form _ as pr-'Of o ° INV EL 34-75 !� -b --- 17.1' 10'MIN. ? 51' 8'MIN- INV-EL-35.1 8'MIN_ STRUCTURE TOG E - _a T MIN-COLLAR �- ' '4°- 4" OF N HITAPY SYSTEM 10'DIAMETER I 8'DIAMETER 8'DIAMETER co 'Q� �, BY I vEALTH C0'E-PARTMENT 3,000 GALLON PRECAST SEPTIC TANK DETAIL it LU ' �E4CHING ' 1«AqyINo �- Health Department Approval Stamp .I ooL DETAIL plies: ETAI� , ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING a ~=$ ' SOILS AS APPROVED BY THE SCDHS EXCAVATION IS TO BE �—� --="'—S a°MIN.SUITABLE MATERIAL y +t �� �� rL C�7 CONTINUED A MINIMUM OF 6-0'INTO SUITABLE MATERIAL AND % prepared by Condon Engineering,PC. It is a violation of the New Yak State Education Law,Arbde 145, BACKFILLED AS DETAILED.CUTTING RINGS MAY BE REQUIREDSS40NP�0 7209,for any person unless acting under the direction of licensed Professional Engineer,Architect,or Lard I eyor,to al ter any item In any way If an Item bearing the sed of an Engineer,Architect,or land surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item Ins9Lersed and the notabon'Altered A TEST HOLE EXCAVATION ".".. ''7..o•• ' `. ;:` by'followed by his/her signature and the date of such al teratiors,and a specific description of the alteration. HIGHEST EXPECTED GROUNDWATER ELEVATION-35.5 BELOW GRADE INSPECitON TO BE PERFORBIED BY "` WICK HOLE FILLED THE SCDHS FOR EACH WICK HOLE. 4'�:WITH CLEAN SAND AND, •'�� V PRECASTCONCREMCU`rnNG Condon Engineering, P.C. MANTIKAS RESIDENCE GRAVEL ! RINGS IF NECESSARY SCALERS SHOWN 980 AQUAVIEW AVENUE ACCEPTABLE LEACHING SOILS1755( Drawn by.JJC M *N sbeeRoad EAST MARION,NY SANITARY SEPTIC SYSTEM PROFILE (631)29&1986(631)298.2651 Faoc PM1 NOT TO SCALE Date-29IM4 www.condonen ioeedn .cwn l i 1717114 2/1-1450—H—,. 9 g SANITARY PLAN 4 � i 5 U RV EY Of PROPERTY HEALTH DEPARTMENT REFERENCE NO. R 10-14-0010 N 51TUATE : EAST MARION E TOWN : 5OUTHOLD � � 5U FEOLK COUNTY, NY SURVEYED 07-09-2013 S 5EPTIC 0 1 -25-20 1 6 SUFFOLK COUNTY DEPA.RUNIENT OF HEALTH SERVICES APPROVAL OF C()NIS Tf LUCTED WORKS FOR 5 U FFOLK COUNTY TAX # A SINGLE FAUL`s°RESIDENCE 1000 - 21 - 3 - I I ®ate OU 5 2099 H.S.Ret, No,RIO CERTIFIED TO: The sewage disposal and Grater supply facilities at this Iccaticn have been inspected and/or carMed by this Depsrtment or other agencies and found to be satisfactory FOR A M=N-1I1M„ F,__d_ 8EI; ROO11%4 s. GUS MANITAS ELIZABETH MANITAS Craig Knepper, P.E., Chief J-liGeiof-Wastewater ManagemV rr-� ent,. �. Y I , ' j I � 4 ,q AUG f'halt�"V ,Q BT7,ytl C',DTA,' T,, �a 0r/ m G O) V K ° / U 2 CANT --------- C) } 364-/a, - LO /,9, - �n o N w LV Sq2 �2VU u ONC O LP 0 0 CV E` z LQ N OE Giv L 011jT 0 O 2 to o�� "'�ti� ,NGROUNp'Par 0 o 3 2 S9°/Or/0 N N Q s L.Ljv m .. PFNCE3 Z U 4'S L-ANo No S'00, N N NAND ItAIV k)- I rin @ 7SERA�CE;5 SUFR CO.HE AI.T6�f'RCE OF WASTEE,- G p "Unauthorized alteration or addition to o survey w�' maD bearing a licensed land surveyor's seal is a NOTES: �� �`b violation of section 7209,sub—division 2, of the -�- - - WIRE FENCE JOHN C. E H LE R5 LAND SURVEYOR ���.Ey���� New York State Education Low" —p—�—o-- ��O aY marke"Onld wth aies n on nal of original land of surveror's CHAIN LINK FENCE tS� 9 y -o o—�-- VINYL FENCE stomped seal shall be considered to be valid true copes' Area = 15 579 Sq. Ft. 9 EAST MAIN 5TREET N.Y.5. LIG. NO. 50202 �� �' "Certifications indicated hereon signify that this survey was prepared in accordance with the ex— Area = 0.357G Acres RIVERHEAD N.Y. 1 1901 3G9-8288 Fax 3G9-8287 Q ' fisting Code of Practice for Land Surveys adopted /,t� Excc le p�J by the New York Slate Association of Professional GRAPHIC SCALE I 4CP Land to therveyars fo�whoemtlthe lsurveshis run red. long silandland5urveyor.corn �G 5020 ti pars'^ y,s prep' S and on his behalf to the title company,governmen— tal agency and lending institution listed hereon, and o the assignees of the lending institution Cerlihca- 13-1 GO tions are not transferable to additional institutions REScheck Software Version 4®6®4 1:21 Compliance Certificate Project D Ener Code: DD Energy 215 IECC Location: Southold, New York MAR - 9 2018 Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 -a-.. aj- siii;i • Glazing Area 17% TOWN OF SOITTHOLD Climate Zone: 4 (5572 HDD) r; Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: MANTIKAS HOUSE Mark Schwartz,Architect 980 AQUAVIEW AVENUE P.O.Box 933 EAST NARION,NY Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance: 1.3%Better Than Code Maximum UA: 238 Your UA: 235 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont., Assembly or U-FactOr UA Floor 1:All-Wood Joist/Truss:Over Unconditioned Space J 36 21.0 0.0 0.044 2 Wall 1:Wood Frame, 16"o.c. 975 21.0 0.0 0.057 41 Window 1:Wood Frame:Double Pane with Low-E 185 0.300 56 SHGC: 0,31 Door 2: Glass 42 0.300 13 SHGC: 0.27 Door 3:Solid ' 37 0.280 10 Wall 2:Wood Frame, 16"o.c. 200 21.0 0.0 0.057 9 Window 2:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.31 Window 3:Wood Frame:Double Pane with Low-E 6 0.270 2 SHGC: 0.34 Wall 3:Wood Frame,16" o.c. 695 13.0 0.0 0.082 52 Window 4:Wood Frame:Double Pane with Low-E 18 0.300 5 SHGC: 0.31 Door 1: Glass 42 0.290 12 SHGC: 0.32 Ceiling 1: Cathedral Ceiling 160 30.0 0.0 0.034 5 Ceiling 2: Flat Ceiling or Scissor Truss 536 30.0 0.0 0.035 19 Project Title: Report date: 03/07/18 Data filename: C:\Users\Drafting Station\Documents\REScheck\MANTIKASUntitled.rck Page 1 of 2 ,y P Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building h n igned to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements ' EScheck Inspection Checklist. M42r, S�G �/ �� G a 1�('p Name- itle Signatur6 Date 144. OF Project Title: Report date: 03/07/18 Data filename: CAUsers\Drafting Station\Documents\REScheck\MANTIKASUntitled.rck Page 2 of. 2 I PROPERTY INFORMATION SGTM#1000-21-2-13 ADDRESS 980 AQUAVIEW AVE,EAST MARIION,NY SCTM#- 1000-21-3-11 ZONE 9-40 ' TOTAL LOT SIZE. 15,,57579.14 SQ.FT. EXISTING HOUSE AREA 149197 5Q.FT. O EXISTING COVERED PORCH SQ FT. 396 6 \ EXISTING WRAP AROUND DECK 598 61 SQ.FT N O O EXISTING POOL 66950 SQ.FT A TOTAL EXISTING AREAS: 2,908.06 SQ.FT. S6 O ♦ EXISTING LOT COVERAGE 2,908.06/13,57-9.14 18%<20%OK 0, 70,7p•F O V PROPOSED HOUSE AREA 2,400.67 SQ FT 1n - O PROPOSED REAR DECK 382.00 SQ.FT. Z PROPOSED COVERED ENTRY 5000 SQ.FT. 0 3 } O INCLUDED EXISTING POOL (58950 SQ.FT TOTAL PROPOSED AREAS- 3,52217 SQ FT Lu \ PROPOSED LOT COVERAGE 3,522.17/15,57-914=226%<20%NO ° ' DIMENSIONAL REGULATIONS FOR R-40 ZONE U _ I \ FRONT YARD SETBACK 50' \S p0 O SIDE YARD SETBACK 15'-O" V) BOTH SIDE YARD SETBACKS 35'-O° Z V f O REAR YARD SETBACK LOT COVERAGE 20% 0-1 w oBUILDING HEIGHT N NUMBER OF STORIES 21/2 _ ADDmoN \ LINE OF fp , 31.p• � E+OSnNG I 1•STORYADDMON\\1 TSALCONES BE } I REMOVED m VARIANCES REQUIRED: x - - ¢ FRONT YARD SETBACK(BOTH FRONT YARDS) MAX.50'-O" yob JI - - 2ND FLOOR i FRONT YARD 1 (AQUAVIEW AVE)=32'-8" Q 5 KrARb FRONT YARD 2(CIRCLE DRIVE)=31'-11" LINE F MRSTFIOR °>x LOT COVERAGE: i PROPOSEDMAX 20961PROPOSED 22.6% 26TDRY d I I ADDITION W/ i - yC.O• ry O 1 GARAGE SLOW I SID "ARD SE1$4 O Ca 00 ++ x cd/ w ' -I yTJ 'EXfST HOUSEAND I i BE REMOVED I r � i I AREA OF NEW d ROOFUNE AND I RAISED Fa 0 r ' I(l.. / ' •�i •d' �i o f--J it 7' I �•+ u O ° ° SGTM#1000-21-3-12 i SECOND STORY DECK OI U y I O ° O/ \ / O' �EwsnNG 'r OII �o PAMO AT O 1 GRADE ° °I , O E `EXISnNG INGROUIID ' wry SWMMING POOL TO 0, Z REMAIN ' 070 I F 1 \\ �¢ OI Bldg Dept copy from ZBA V 0 ° ! Final reviewe docum nts '\ 2BA File% • \ �3 Date: J rLROP05ED FOUNDATION PLAN \_ o 0' DRAWN]M/MS O (( SCAIE AS NOTED \a, ry Ioem 7p N sxEsrl+uAmER 5p0• \ SGTM#1000-21-3-15 SP 1 BavisloNs ----------------- 0 0 - IIEI H EXISTING FRONT ELEVATION Q 9 S�I�ve=ry p[ E—I EXISTING LEFT SIDE ELEVATION 4 sme ve•�r-o� El 0 A � >~ Cd ;03,. t�[-i ir r ir 11mr------- o EXISTING RIGHT SIDE ELEVA710N EXISTING REAR ELEVATION � 0 6 spm ve .=T o (Sa IXISTING ELEVATED DECK �' 37A' 'G I I I--I 00 O I EMSTING EXISTING EXISTING § !9 BEDROOM BEDROOM IQTCHEN q EXI5TING BEDROOM I I 7 p m BEDROOM I'I p I EXISTING GARK+E li I EXISTING B4SEMENr I L m § r _ EXISTING _ l I i i I WING ROOM I EXISTING P4 I r—1 BEDROOM I L------------J J EXID DEN N 91 BEDRO M BEDROOM ED—————— h I r------- 14.3 B-6 i bl L---------------- —JI --------------------J § -+ ------- - - -------�'+�------ - ----------------------------{--------- EXISTING FOUNDATION PLAN 30- ` 37-e ` 5calr„B,,� Bldg Dept copy from ZBA EXISTING 1st FLOOR PIAN EXISTING 2nd FLOOR PLAN Final reviewed documents 2 smEve=ro 9 `Ve=T� ZBA File# Date; / / DRAWN JM/MS S ma"NDIED JOB S SBMNUMBBB. A-1 REMON5 2a-0• 76• a-0• 60 7.10 725' z-T 179• ANCHOR BOLTS T-a CFROM GARNERS f. 4-0.O G HNC(TYP) --- ------------U ---+-� -- -- +----- o• _ i SECTION M1502 CLOTHES DRYER EXHAUST I ' VENT TO EXTEWOR I I I h #5®17 Ey M15021 GENERAL DRYER LIST I i1 Q SYSTEMS SHALL BE INDEPENDENT 01 IL F I I® .WJ OTHER SYSTEMS,AND SHALL CONVEY THE Y MOISTURE TO THE OUTDOORS D I W (~ EXCEPTION THIS SECTION SHALL NOT APPLY I m TO LISTED AND LABELED CONDENSING o 25-r (DUCTLESS)CIOTHES DRYERS i 12• 8'6' a6' a6• FU' I m F-1-1 F—hL— OFWG 6065 --_ J— � L--1, I tr O w D = L L J I I i zo Ta o UU #5 DOWELS®770GV aky 0 7.6. X26•%7-O PC MF-A. r___�_ ------------ BATHROOM (DRILL a EPDXY 6'INTO A ®7<J•x64 LAUNDRY ROOM EXISTING GANCRE E) SECTION THRU RETAINING WALL 0 i I A smeva•-ro• �• Men c]SaFr 6-70X6(7 I I I � „(oOO _ O PR 2668 ` I I x I GARAGE 22'0•x t3_o• I I Mea 2eG 5a Fr I I /•TYPE x GYvsun 37_2• BOARD AT WALLS AND CEILING THROUGH OUT GARAGE AREA' EXISTING BASEMENT 3ST^-7X 9-2 TTTjjj 3 EYISTING r; FOUNDATION b WALL TO BE I PROPOSED `' REMOVED O I �MNG EXISTINGGIRDER IF —1WALL. L L --- — , ¢ ——— 3Y,•0 5 w PIPE ---L-L------------- F--- ON 26•X 26•--- XT-0'PG FOOTING �L--- ---STAIRS To — BEREMOVED � .- :;;;COLUMN I THIS SHEET --- 3 IT 7-6 9 7-6 75• ; 4E ---------- ---- JM INSTALL DEHUMIDIFICATION SYSTEM o ' -- ---------- TWO LAYERS OF%• '0 5 W PIPE COLUMN ON TYPE X GYPSUM BOARD Pi -- T6'X 26'XTETO FOOTING AT WALLS AND CEUNG I' 7<T O^ THROUGHOUT UTIUTY I P. I o UTILITY AREA AREA aa•-a• I as DOWELS®17 o c.v (DRILL a EPDXY 6INTO 34_7 I ' W I I 4 --- —`gy 3 m o. b lP53 O•. 01 h ---------------- 1k 1k V —— _------- INDICATES IX15TING WALLS TO REMAIN w -------- INDICATES EXISTING WALLS TO BE REMOVED PROPOSED FOUNDATION PLAN D INDICATES NEW WALLS al 1 va•-T-o 12'6• 3v 12-0• s0• INDICATES SHEAR WALLS H O INDICATES SMOKE DETECTORS,ALL OF WHICH MUST x BE INTERCONNECTED THROUGHOUT THE BUILDING AS ` PER SECT 1060.10 OF THE N Y 5 BUILDING CODE V O INDICATES HARD-WIRED CARBON MONOXIDE DETECTOR EXHAUST FAN E o INDICATES 5/8°DIA TIE HOLD DOWNS Bldg Dept copy from ZBA Final reviewed documents BR""L`E ASNOg ZBA File# rc�N°1ED ,oB Tt Date: SHMNUMBER. A-2 26-a 1O$• 3.4• 34° is-e DN 3-P HIGH RAILING D rCIO ti TR30i0 5.3 O 3147 ----------� I 77-0' rTl _ F+ ELEVATED DECK L y, � 3T-70'X174 ARF 39]5pF yy (SEE SHEETAB) O "D (4 KITCHEN 00 g � !a rr-o x 1s.6 I 00 �VJ�a AREA AV 5C F 0. 1"'-� B O w 71046 CWI3 ------ - _-- I .y OFI — -_ .S ® IN d. 0 A 74 TI- `..TING EX EROR j O 0 WALL TO BE REMOVED 1 DINING ROOM 77-0•X13-0• DEN ARE1 Jeb S�F� h BEDROOM i{7 1T-10'X13'-T PANTRY n'An�RAI-LGHT x;ere 1 y�p VENTLnTOK 6U4eAa �y O� B � � AReA wGSCF b EGRESS se5ysn 1 ' b- 17.0'x13a• M ARF 159 59 F I ® V ; C wauwu LGM sea.ea O DOOVED-STING REMWAI1. '1'•e' 774 1 vSunumrt Ta': AND OR TO 5GR555: loe;S.T BE � ------------- ` ----li i ; b ¢ •� Z SID I _________ uN`` ``�------------ -------------_ __�I —+ O b ExIsnNG © N _ ga EXTEROR 1 ------ - ------ -- ------m ------- cr ----- O _ --_-- WALL TO BE REMOVED i 0 EXISnNG O3 p ; � 00 WALLS TO BE REMOVED 3'-4° 7.7' EXISTING I----- ® SITTING ROOM LT4 7X17-T CHAPEL ARF SCF r-- w.nna-uGHr tis9a_ea IF 94•X 17-7 r———- LMNG ROOM velmuTwrt Isre_Aa ARF mSCF o 77-8'X17-6• SHEET A7 EGRE5B: 993_5l RELOCATE�———_ _ TARN-LGHT GQF 1 ^ IXIsnNG L---_ iy vis_ea w STAIRS ———_ ~ VENTLaT'ON 53%>Aa 1 II Yp j EGRESS: 55=31 I o" 14•..y 74 0 ----- ---- ---- --------- ----------------- '' a w ------------- ae410-3 _ _ ` NEW FIREPLACE O- 1)7X8 �-— EXISnNG E%TEROR �s C `-EXISnNG EXfEROR I __--R ALL TO BE REMOVED y - WALL TO BE REMOVED G FOYER 6b 3 nom•R 104 AREA nss,r. 74-4• Tr-6 TR2874410 T� P40O50 7TF_a4410 - L ~ TR21016 O TR71 0410 t" V rmcowMNs �Jv INDICATES EXISTING WALLS TO REMAIN W[ INDICATES EXISTING WALLS TO BE REMOVED ~ o INDICATES NEW WAI 1 5 x PROPOSED FIRST FLOOR PLAN 2 Scde V4'=T4 7-11' 3.4• 3-b• z r 7-7 3-5• 315' 7-7 INDICATES SHEAR WALLS r 1 u O INDICATES SMOKE DETECTORS,ALL OF WHICH MUST 17-6• 34 12'4 3'4 BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SEGT.1060.10 OF THE N YS BUILDING CODE. 35.0 O INDICATES HARD-WIRED CARBON MONOXIDE cM DETECTOR EXHAUST FAN [Da p cop from ZBA 9 De t co DFAWN WIMS SIMTNUXEML o INDICATES 5/6 DIA TIE HOLD DOWNS al reviewed dc�rao,T. R�e,p.`�NO7�D A File# roea e: j A-3 BBVL90N5 C 27046-2 21046.2 z 3 SPLAY CEILJNG SPLAY CEILJN O DECOM#6 BEDROOM#7 F 14 X13'-2' iz-v W M1I AREA T59F PREA L94 9F Q � N4'NRAL M aW�B% NANWY WHT aG%>� Q �l VENn N U%_4% VEVTUTO !_<% 1p 1- E Bfe] EGRE5& 381:_9] 9� m oSID "------ o O 3046 CWL9 3046 3446 j � � o (y )SPLAY CEILING Q 14-4® S.CT iT-4 Os 1YYv ry N___ UN I A� -- bO +• on 6ob5 sLDRs y a SPLAY CSIJNG EXI NG o BED M#2 a BEDROOM#3 0 NA> WNr 9%hex tt-4'X sa13�s' unc six>4% B +RE++% O oa EGRESS 39]+>ST J � it� lQ ® __ -O AL1114' NRJ 5 �� O Ola uRL1668 . �x{ ® 3 �Z On Wes 5LDRS b N b / a O ® EXISTING ' EXISTING -- W 511TING ROOM . BEDROOM#4 , BEDROOM#5 BEDRO #8 VENIIUTDN:1g5%�6% h VEN TON 9i%sax L__ AGFA 14559E AREA D159 � W EGRESS 9]_9) % 55 4107 NATVL+L WFIT ]]%_9% �nppy�GNT 6%eB% m 5 LAY -- --i SPLAY CEIJNG LI ' �,� 4t EGRSS x 3bat5l EGRE55 N 5B107 �. E -TI 2842-3I NEW FREPLACE O d R w p SPLAY COUNG, O� m �W Y 3-10 12.6' ____ 2&1TR2B100.2 q LINEPown BELOW ' 3-T 7s' 284 U INDICATES EXISTING WALLS TO REMAIN INDICATES EXISTING WALLS TO BE REMOVED [w� D INDICATES NEW WALLS ` 'g 9 PROPOSED SECOND FLOOR PLAN i..i s�IR va•=T-, INDICATES SHEAR WALLS O INDICATES SMOKE DETECTORS,ALL OF WHICH MUST x BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT.106010 OF THE N Y S BUILDING CODE O INDICATES HARD-WIRED CARBON MONOXIDE DETECTOR EXHAUST FAN rF1',nal Dept Copy from ZBA o INDICATES 5/8'DIA TIE HOLD DOWNS reviewed documents File#ae SCA G.AS NOTED JOB W 310;67NUNBBB. A-4 mmoN3 —+i310'AFF 300'AFF _ NEW ROOF LINE — — �7 + TP2810 TR2810 TF2810 TR2810 .2183'AFF O it it AZEC TRIM I I I ___ _____ _____ _ ______ li li I' it 78410 780.10 28410 78AAD EXISTING BALCONIES iiBOARDS IIIA TO BE REMOVED 15128' TI 2 SIp8+�21 ISI I I �WTy I n IIIn I I Inns nn __—__-- .1383-AFF — +1283'AFF W _— Ilnnu II III Iu1 n InI I I n lu +1t 75'AFF __ UL AZECTWM C� I BOARDS .. (T'P) ii i ii �i i i i O z c ,I _ a __ — _- - _ = EXISTNO FRONT 0 PORCH AND DECK TO BE REMOVED Q y ���III I II II III Ili V I i t II I II III I u II I �IIU II II iIi it O yb=2B3'AFF II' +283•AFF __—__—__— ~ � NEW STONE FACADE a0-0'AFF ----`--------- +0-0'AFF o L_, I PROPOSED FRONT ELEVATION Sm�V4'a T-0' V �r - � rj) � d � E%ISTINO BALCONIES i 24310 TO BE REMOVED '210410 210410 210410 2700.10 I I I I - -- ® ® U ,; EXISTING DECK L —�TO BE REMOVED 2 O" iii ii ii°II a�n III v o ii ii II a II li Ili II u o II u u u II' u Iii o ii it ii Ili i1 n ii ii Ili ii o it Ili IL\—�1 u I I Ipll I Oil ^ LL __-__- OI ,L EXISTING DECK I ti I�'RT TO BE REMOVED O L Ii 1� I M i l ^ , PR{�OSED ' I I H, RETaNNG j ; ;; I I;I Bld Dept co m ZBA Wer lL u n I RI i;II ________1111_______LL______J_ ____J____J1___ I,, Final reviewed documents "' ZBA File ------------------- /Date: ! I DRAWN JM/MS SCALE.AS NOTED JOB# PROPOSED RIGHT SIDE ELEVATION 2 wale V4'-T0 SNEETNLMIR A-5 RHVISI0N3 +370 AFF _ _-�400'AFF I IL -++795T AFF I I I moan moa6 i l RLLLJI 11 4 I� + 1383'AFF _ _ _ _ __ - - +7283'AFF Wily I - 1175'AFF - +10 STAFF I I II I I I I I I I II I J I m .ro B NG DECK 21y TO BE REMOVED f-1 I I LI— 111111111 ill HIHHHH,Hui HHHO 4.2STAFF �_N PROPOSED RETAINING I I -____________ WALL — M -""AFF V _______ ________ ___ ____ ___ ___ PROPOSED REAR ELEVATION � 3 9 smm v4•=1-0' 4: cig 0 o S LM 8- - - - - - - - r --- - - - ----- -- - - - - - - - - - —--— O$�;. I I L046] 21046 —__—__ I OEXI571NG 1 REMKOVED�__ U SrIr�PR 11 F 4 1 rlflran T"li � I 1 I / 1 r F. x -------------------------------------------------------------------------- --------------------------------- - - rL----- 1----- Bldg Dept copy from ----------------------------------------------- - ZBA Final reviewed dor, ZBA File# DRAWN,M/MS 9 PROPOSED LEFT SIDE ELEVATION !Date: / JSCAU OOB&,Asxorm •o•,.... SEPsETNUMBM A-6 L—V 'Mmq,Nja3n 08of ,� CRIOXSa moos LL4 d ?fid swiw[wnvxa 1J3RJ'dVG 210dHn Td'JLLZJ9A.bz NOIlb"V1SNI 0191?)OL-d 30VIdo NO SVIS.b WOO1J.U.nLLf1 9NLLOOd di 313NONOO 3O' d-NI-1SVO.9L X.9 39V1JV9 x ' eQgZ ujn -MVA,NOILVONnozi 313bCNOO IIII § I lAtNuma�m3N NWmmM3N ' g3000lnaop paMale09AOW313901 0alow 3901 Uoo a6� TNMNOLLV0Nf0d TNM NOLLVON(Oj + � oa�Ado:) j=[V.00+ ON=SNILSDQ ONOO 9NLLSDC3 II r--� ddv.Eea+� --- -- R, 7H:1).JL 'O'O.9l 5"i"it/M1N1 i SO(LLS b X Z31b'�d 305 9Xz3Lb'1d dol 9 X z WSIVA,0 O21b'09 Wf15d.19.z/L WOOM 9NIAM I WOOZI NouvinSNI GLIJ 9NINIa § A'aUN dd O'O.9L�Saf1J.5 9Xz 03nOW3TJ 39 01TNM �n9NIH1V3HS 000ANXId XaO.b/S ZIO Aua 6Nusoa-�{ f1"13.1#5L 39NIOIS SIONIHS 1JV03O T3MJWIS G jdtl.Ee EL+ti---------- ' 9Nn13O @ atl'o'09'Wf15dJ.9.z/L 'p (dAL)3atfd9 Ol 51J3ab3"I$S1J—no •e P' (snonNLLNOO)S.LWdOS 031N3n m �i 0 .a o a2Pd0g VIOS ZI 9 X L D•10 S#WOO1Ja39 3MMIV1 § OOMH LVS OIO 9#W0021a39 8 e � O09L051510f ON1113O9Xz m m NOIl'd"1f15N1 6l-?J m 9` 'O O.Bb(DJ 5311?J v-moO b X z 1 .a-s 'O O.9L O S2JOHONV 9NIWb1ld£H NOSdWIS dives La+4--- z 'O'0.91®52J3JdbTJ d001J 8 X L � LN3n 390rd snonNLLNOO _ 30CM OL X z 9NIHJ.b3HS a00MA'1d XOO ZA a 1"134#51 a m SSIONIHS.10011 SSd191J391d z 0000 7 (p' CD NOWOOV AMOlS 0N073S O3S0dCMd � aCD W5D N ddtl.o-o* m1=.an ams 9 i G.NOLL03S CIT-82 �d ml=.bn03 § NWWM01TroM MW3i!39 Ol nTVM id.NOLLDaS QESOdO�d NOILVCNno.J ONLLSDO 39`o1J`d9 NOLLVONnOd � SNLLSD3 ddtl.o-0*� y ----- --- -- --------- ddv.ea z+ O a3nOw9d as 01 TVM-rw/" I I boIL31X3 14 ONLLSDO ONOJ.39 N3HOIN 4 H11M WOOd 9NINIa [ED® 1iNd FM Numoa m m.n § j j al of a3sroa 9Nn3a ao 3Nn-- M34 aNV 03nOW3a 1 I I� 39 0191371SDO --- Nn------- ------- LL__ — ddV.SL lL+ O 13SOIO N3Nn m WOOIJHIV9 oWOOZ § 0021099 .ld VH WOObHl'd9 9#WOOtl039 =IEEII IM HE.ME 01 aooa - ----------------- ------------- --- ddtl.Ee LZ+�-------- - ------ 0311,3HNn aMd a3HSINIfNn 3O`dd5 39b'?JO15/OW.�d LL a ddtl o Le+ - ------- --------------- swnisnaa BBVLs10Ns 3r-io s• 7-T B-O' Ao 7.4' A' ISAO' 133 =MTrr4 I v IAJa NG I m %'X GALA 1 I DECKWG 1 1 M — I 1 1 1 1 1 1 1 GX6FOST CIR�ER 1 I I I I I 1 1I I I I I 1 1 1 1 1 I I I 1 1 1 1 I 1 1 1 1 1 1 I I I 1 1 1 1 1 I 1 1 1 1 I 1 1 I I 1 I I 1 R 2XA DJ 1 I I 1 I 1 1 I 1 1 I 1 1 I I I 1 I 1 I 1 I 1 1 I 1 I I I I I 1 I I 1 1 I 1 1 I I 1 1 1 I I 1 I I I I I 1 I I I 1 2 XLTED TOLEDSER HOUSE B ,M7„Y'OBOLTSCMJ 10O G STAGGERED -- --`—L- —�--�— --�f£B5El—�--� ------------------------- o� b PROPOSED SECOND FLOOR DECK 3 c..l.3/B'a= a� � O 0 Ld W 3-0'HIGH RA1LlNG F7 5 ALQ DECKING $v1 M cimm mm mmq I I I I I I I I I I I I I I I I I I i i I I 2 X 8 ACQ DECK J019T®16 0 C. _ 3 (2)2 X B ACQ GIRDER (2)2 X B ACQ GIRDER LJNE OF EOUSE G r l 2 X s ACQ LEDGER / HOUSE lu, BOLTED TO HOUSE ii l i BOLTS 16'0 C((STAGGER ED) V II II l COLUMN COLUMN IF- GRADE 1 GRADE .�u1��'1. I I I I I I I U I I I I I I FOOTING fi I i I i I I I I I I I I I I I I I I I I I I I I I I I L_-J L_-J L-_J L---J L__J L__J L__J L_I—_J Bldg Dept copy from Z Final reviewed documents 7 o ZBA File# Date: ! / PROPOSED SECOND FLOOR DECK ELEVATION PROPOSED DECK SECTION OMWN 1M/MS 2 5mM'J8=7A' 3 Scale 3/B'=7-0 SCALE.AS NOTIDI JOB#. SBBB[NIJhUM. A-7 FINISH SCHEDULE ROOM Na ROOM NAME FLOOR WALLS CEILING TRM NOTES z o H H 48 WINDOW SCHEDULE O WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG# CLEAR s'PT VENTILATION WVA US REMARKS QUANTITY 1--1 OPENING GLASS 1-0 WI 2-9°/'X5-0%' Z10'/'X 6-07.' OOUBLEHUNG ANDERSEN 26410 544 973 5.47 032 /1 y W2 2-9s1'X4-4%' 2-70Y X4'47/j' DOUBLEHUNG ANDERSEN 2842 4191 870 482 032 F�-1 W3 3.5%'X 5-0%' 35Y'X 541' DOUBLE HUNG ANDERSEN 34410 690 1261 693 032 v W4 2-1f/'X 5-03,w 3-0Y'XS'-011e DOUBLEHUNG ANDERSEN 210410 581 10A8 EBB 032 W5 2S9/'XS'-0%' 2-GywX6411W DOUBLEHUNG ANDERSEN 24410 471 828 474 032 WG 2.9%"X T-3y' 2-10Y"X Tom" TRANSOM ANDERSEN TR2810 WA 636 WA 030 W7 2-9/"X 2," 2.10Ye'X 2-av: TRANSOM ANDERSEN TR2820 WA 399 WA 030 WB 3-P/"X Tay' 3.2Y'X T9Y' TRANSOM ANDERSEN TRSO16 WA 335 WA 030 Cn W9 2-113/'XTay" 3-0Y"X T9Yn' TRANSOM ANDERSEN TR210I6 WA 334 WA 030 U ; WIO 4'4 X 2544' 4'-0%'X 2.34" TRANSOM ANDERSEN TR4020 WA 8.21 WA 030 ¢ ~ WTI 4'-aX 4'-1111' 4'-0Y'X 5.03/- PICTURE ANDERSEN P4050 WA 1GGO WA 031 .3 WD 7159/'%4'-0'/' 2.64'X4'-0%' DOUBLE HUNG ANDERSEN 24310 392 680 382 032 � W13 5-2s/"X41-4Fe S-By"X 4'0CASEMENT ANDERSEN CX245 860 1617 T710 030 � •� •ry W14 2-rF/'X 4-B%' 3-0Y'X 4deW DOUBLE HUNG ANDERSEN 21046 536 964 539 032 WLS 2-11v/e X3'4-".- 3-0y'X 393/' CASEMENT ANDERSEN CXW135 750 790 750 030 y WI6 2-7I.4®XT4 3-0Y7X 7-0Y' TRANSOM ANDERSEN GTR9010 WA 151 WA 030 WT7 2-4s/'X 24R3/.m 24%'X 3-0Y CASEMENT ANDERSEN CWI9 490 520 490 030 00 WIB 3-t31'X 4'-%' 34y XV-87" DOUBLEHUNG ANDERSEN 3046 592 1080 593 032 CrTIC WO 24 X 2-4-/j' 7-OV X 2-4%' OVAL ANDERSEN OVL2030 WA 3.20 WA 030 W20 7�'X T-7V 2.811W X T.7Y BASEMENT ANDERSEN 2817 28O 260 320 030 W21 5'-1141 X T-3'4' 5-173/'X 1.3Ye' TRANSOM ANDERSEN TRGOIO WA 487 WA 030 TRANSOM OVER DOOR 4'THRU VENT a DOOR SCHEDULE �3 DOOR TAG DOOR SIZE DOOR ROUC+H OPENING DESORPTION MANUFACTURER MFG G 50 F7 GLA__ U-VAL RATING REMREMARKSQUANTTY 4'5 DI PR2.6'X6S' 1j• 2•_ 2'2.1'1'" _2• D2 2'4'X 65' r T D3 64 X 6-' FRENCH WOOD SLIDING GLASS ANDERSEN FWG6069 �•I }j•I I 2T I 2• 2 2• 5'-1%'XG'-715' DOORS Lq �/ v. D4 3-axe-' EXTERIOR ENTRY DOOR T—�v I V IWC. I 4V C-I L I '� II Ep DS 164X74 OVERHEAD GARAGE DOOR All SHOhVER I 5H R DG 34 X 6-' SOLID CORE IV HOUR RATED SELF CLOSING FIRE PROOF 2ND FLOOR 2' 2. 4• :2-L2' D7 34 X 6-' EXTERIOR ENTRY DOOR 08 34X6-" STANDARD PANEL DOOR — iDatre: / from BAD9 2-6'X6-' STANDARD PANEL DOOR documentsDID 24 X 6'-" STANDARD PANEL DOOR STANDARD PANEL SLIDING DOORS I�2"V 2 PRT-6'X65' PAIR OF STANDARD PANEL DOOR [, KIT 1ST FLOOR 2' I FA I HOUSE TRAP G O. TO SEPTIC SYSTEM DRAWN]M/MS 4'X H C I.DRAIN LINE SCAIE AS NOTED 1oBa PLUMBING RISER DIAGRAM A-8 TTevsTDNs NAILING SCHEDULE(EXPOSURE"B") NAILING NOTES NUMBER OFNUMBER OF 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6'ON CENTER AT THE PANEL JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE IF WALLSHEATHING 15 NAILED 3'ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL-MEMBERS SHALL BE DOUBLED, ROOF FRAMING ORALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE(TOE-NAILED) 3-ed 3-10d PER RAFTER 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d PER FOOT. 2x-a•vADERTHAN CEILING JOIST TO PARALLEL RAFTER(PAGE-rALED) 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK Rs OVER FRAMING RAFTERS RAFTER SLOPE. 312 (HEEL JOINT) 22-led 22-40d IBC FOR ADDITIONAL REQUIREMENTS. 4.12 17-Ted 17-406 V.•m LAG BOLT® 512 14-Ted 14-40d EACH LAP 4.ALL QUANTITIES ARE BASED ON 16 OC SPACING FOR RAFTERS,JOISTS AND STUDS. EACH ROOF RAFTER 712 10-166 10-40d 'N LE 912 AND GREATER 8-16d 6-40d R ING r 5.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING CEILING J015T LAPS OVER PARTITION(FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER SLOPE. 312 22-ted 22-40d REQUIREMENTS SHALL BE USED. MAIN RCYJF 4,12 17-16d 17-40d 5.12 14-led 14-40dROOF RAFTERS EACH LAP 6 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT 712 1S-iGd 10-Aad REQUIREMENTS 5HALLBEUSED COD Z 912 AND GREATER 8-16d 8-40d COLLAR TIE TO RAFTER(FACE-NAILED) CONTINUOUS RIDGE VENT FALSE VALLEY 0 RAFTER SLOPE. 312 7-10d 7.124 CONTINUOUS RIDGE VENTA CONNECTION DETAIL TRIPLE STUD 4.12 6.10d 6-12d T.6 SIMPSON 0520 016.0 G RIDGE TENSION STRAP Sit 4-10d 4-12d PER TE (B)8d NALS EA SIDE SIMPSON 0520 016'O GSIMPASON 6520 STRAP LE O G (2)ledNAILS COMMON Q 692 AND GREATER 4-10d 4-126 C/ (6)ad NAILS EACH SIDE SILL AROUND DOUBLE 2 X 6 H HEIGHT OF STUROOF D •WJ RODE BEAM(SEE PLAN FOR SIZE) .yam RS BLOCKING TO RAFTER(TOE-NAILED) 2-ed 2-10d EACH END PIAN FOR. RAFTER(SEE ULAN L FOR SIZE) (2)2 X 10 ROOF RAFTERS l� (8)6d NAILS (2)%'m THRU-BOLTS RIM BOARD TO RAFTER(END-NAJLED) 2-ted 3-16d EACH END SIMPSON L80 FOR X10 SUPPORT FOR SKYIJGHTS EACH SIDE OF RIDGE BEAM(SEE SIMPSON'HDSA SIMPSON W 5210.2 HANGER y WALL FRAMING :,,,I BOLT `9 EACH RAFTER PIAN FOR SIZE) 4 NAI( NT (2)2X10 SUPPORT RIDGE DETAIL AT RIDGE TENSION EAG FOR 5Kl JGHTS z TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1ed 1 2-led 1 PERFOOT CATHEDRAL CEILING STRAP DETAIL '/e'0 THRU-BOLT 51nP5DN LUIS fO IN ACCORDANCE WITH 3.251 2001 WWF � TOP PLATES AT INTERSECTIONS(;ACF NAILED) 4-16d 5-led JOINTS-EACH SIDE ALTERNATE IN LIEU OF COLLAR TES I--I HANG FOUNDATION WALL/FLOOR H FRAMING DETAIL SKYLIGHT DETAIL ~ STUD TO STUD(FACE-NAILED) 2-16d 2-16d Z4'O C Z Q SIMPSON H2A Tr HEADER TO HEADER(PPCFNAILED) 16d 16d 16'OC ALONG EDGES HURRICANE CUPS F TRIPLE STUD s ®16'O C SIMPSON•HDSA• TOP OR BOTTOM PLATE TO STUD(EN0.NAILED) 2-16d 2-40d PER STUD ACA EACH SIDE 0520 STRAP SIMPSON HDSA BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR 2-16d 1.2 2-16d 1} PERFOOT dD 16.0C xneare 13,XBXY75T PLATE BLOCKING TACE-NAILED) T4 POST BASE E FLOOR FRAMING MN 3,mTHREADEDROD P05T045E SIMPSON Hz av 6 oG '/A•mTHREADED ROD SECOND FLOOR JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4.8d 4-10d PER JOIST SHEARWALL HOLDDOWN ¢X 4 POST 0 BRIDGING TO JOIST(TOE-NAILED 2-8d 2-10d EACH END RIDGE/TOP PLATE CONNECTION DETAIL CONNECTION DETALS CANTILEVER DETAIL 3 BLOCKING TO JOIST(TOE-NALED) 2-ft 2-10d EACH END 2 x 6 WOOD CAP (��•x m/•SIMPSON H02A 2 X 4 TOP RAL SIMPSON H2I0 HANGER 016' )g m LAG BOLTS a 16.0 C TRIPLE STUD ^ •'� BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-led 4-16d EACH BLOCK z -O LEDGER STRIP TO BEAM(FKE-NAILED) 3-ted 4-led EACH JOIST TRIPLE STUD (2)76d COMMON NAILS 71ypLE SND X, IJ• 4 X 4 WOOD POST®48' (2 led G FOR FULL cu HEIGHTOPST JOIST ON LEDGER TO BEAM OE-NAILED 3-Bd 3-iOd PER JOIST mTHRU 00TS G'OrF0 RUL NAILST z x a soTTOn RRL CANTILEVER HOLOOWN DETAIL OF SND 00 R R LL HE GHT PECKING BAND JOIST TO JOIST(ENO-NAJLED) 3-16d 4-16d PER JOIST SIMPSON H-3 HURRICANE HOD°D0 W m THRU-BOLTS Ld CUPS®16'O G Y'm LAG BOLTS4- ` SIMPSON HD2A W BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-166 2-16d PER FOOT PT DECK JOIST HOLD DOWN Ya'0 THRU-BOLT OD 16.0 G SIMPSON H-3 ROOF SHEATHING DBL DECK JO ST HURRGANEGUP®16 (B)edNAT.Q ATP05T AC4 EACH SIDEPCG EACH SIDE SIMPSON U210O BOLT X 24'LONG %-O BOLTX?4•LONG STRUCTURAL PANELS• PANEL INTERMEDIATE �C'ER®IF SIMPSON 0520EDGES SUPPORTS 4x4POST PORCH/RAFTER/GIROERSTRAPOWOC SIMPSON P044 POST BASE (6)8d NAI INTERIOR ZONE ad 1oa a• e' CONNECTION DETAIL PERIMETER EDGE ZONE 5 8d 10d / p 4 4' GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d lod w 4• tOX tP X35' •• µ, n.~ w CEILING SHEATHING k BASE PLATE LOAD PATH/FLOOR FIRST FLOOR FIRST FLOOR FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLODOWN GYPSUM WALLBOARD Sd COOLERS Sd COOLERS T EDGE/10'FIELD (4)1/:0X TS LONG WALL SHEATHING PORCH/DF-GK/JOIST ANCHOR BOLTS FOOING(TYP) a CONNECTION DETAIL FOOTING DETAIL `�3 STRUCTURAL PANELS/HARDBOARD PANELINTERMEDIATE EDGES SUPPORTS INTERIOR ZONE 6 8d 10d 4'EDGE ZONE 6 Bd 10d 6' e' FIBERBOARD PANELS, U 7/16• Gd 3 - V EDGE/6'FIELD r, ^ 25/32' 8d 3 - 3'EDGE/0 FIELD ROOF FRAMING OF FRAMING w `TJCh( SIMPSON 6520 CONNECTOR SIMPSON 0520 CONNECTOR GYPSUM WALLBOARD Sd COOLERS 56 COOLERS T EDGE/10'FIELD DOUBLE TOP PLATE OR(2)H2 AT ROOF DOUBLE TOP PLATE OR(2)H2 AT ROOF l ,� l� H PARTICLE BOARD PANELS ed 8d SEE MANUFACTURER Mei R; FLOOR SHEATHING CRIPPLE STUDS CRIPPLE STUDS h+y STRUCTURAL PANELS, U TOR LESS Bd 10d 6'EDGE/17 FIELD rHEADp2 51MP50N 5T 2215 CONNECTORrj SM y from ZBA GREATER THAN I' 10d led 6 EDGE/G'FIELD NOTE. Final reviewed documents UPLIFT CONNECTION IS REQUIRED AT ZBA File#rEACH END OF HEADERAND AT BOTTOM ^OF HEADER STUDS IN ADDM N TO Date.CONNECTORS AT WALLSTUDS AND AT TOP AND BOTTOM OF NGTH WALL STUD'S �IfI,, I�JI,, FULL LEFLU-LJ79GTH R*'UPUTT' I I STUDS WALL.STUDS DRAWN WAS N OR SIMPSON 5T 15 CONNECTOR SIMPSON MSTC-28 CONNECTOR SCALE.ASNOTED UI JOBP St1EBI ]A HEADER TIE DOWN DETAILS 3/8•�Td A_9 R c ec ES h k Software Version 4.6.2 LAI Compliance Certificate Project Mantikas Residence Energy Code 2010 New York Energy Conservation I Location Suffolk County,New York Co­trual­Type Single-family project Type New Construction C=dilaoned'loo,A,aa 0 ft2 Gla..g Area 17% Osmate Zone 4(5750 HOD) :-Z.C •-A� % P=,t Date Pem,tN Number A '* ..7.. . .. 1.n t:, ..'.*;..*. . vg:j A z Construction Sfte Owner/Agent- DesignerlContractor 980AquavlewAve Mark S h-- C Ea,AMad.n NY 11939 Mark Schwartt r A�iates 28495 Mal.R- C. hgua.,NY 11935 A ,631734-4185 A C—pif.. UA t.d.,off • Cmnp­77%6,taar Than Cad. M­­663 Your UA 612 Envelope Assemblies CAP) Gro-A­ a A& A­.bly Cellng 1 Flat Celh,g or Scl­r Trtna o2,389 300 00 0035 84 Well I Wood Frame,16'oc 4.027 190 00 0060 200 U W,nd—1 Vl.yl,1Rbergla­F­Double P.- 626 0320 200 ®®JFrame,Door I ON. 71 0300 21 Basement Wall 1 Sed Cootrete or Masonry 1 16 130 00 0068 8 Ll L] Wall height 8 0' Depth below grade 5 2' 1-1.b..depth 80' Se­.t Wall 2 solid Con—te,Masonry 456 130 00 0053 24 below grade 1—lab,ndepth SOr EffilEffil Basement Wall3 Sed Car,­MaAamy 127 130 00 0065 a rm Wall h ght,8 0' H Deptht,l­gmde 5Z Insulationtim depth 6 Or Flwi rmi L=Ldi r I 031-Wood Joetfrrun Over Un=d,bmd Space 1417 190 00 0047 67 EEEI=1 FM 1FP1 qF�] 01 11 1 T I r, I I I I I t I TI IP4 > ­fl.t.r.e,d.0.1 •Cd been desgndmmeet[he 2010 Nen York Energy 2 & 0 --don­11 req,11­In_oh�—1.1462 end to—ply We,the—rd."'oqu'­..luted MANTIKAS RESIDENCE N­Ttla 6MJ a me pare GENERAL CONSTRUCTION NOTES CODE REFERENCES LIST OF DRAWIN05 tAllwink,he ,qw[ram­of Hie New York 11 GENERAL NOTES,CODE REFERENCES,ENERGY CALCULATIONS CODE ANALYSIS ENERGY NOTES ASPHALT ROOF SHINOLE NOTES State 13.1dr, ­khllo..­f-�he FOUNDA77ON SYSTEMS She oonfi,­�Cod-ofi..and TAM—R401.4,940TA1, 91 SITE PLAN OCCUPANCY Ro.d�l Family D—dd 1 Cd.lafor.or.valid up to 5999 degree days I Aphlt,of ohd­shall ho�o­lF­&,g A",o, he to raqu­a +.,Cedes AM—ft-F—M 8402-2,PA041 AND R4_08.1 THRU 4083 Al EXISTING FOUNDATION f.FLOOR PLANS AND EXISTING ELEVATIONS 9 i-H.k��q dhd-.*.ftth--�q.r�.�FASTMC)..225 J­Llio�The C­he M.-Ve for All ANCHOR BOLT SIZE AND SPAON&Refig,V 2001 AFPAAVFCM Table 32A. A2 PROPOSED FOUNDATION FLOOR PLAN 14 REFERENCE STANDARDS, 2 C-hFd e-.-f-Z-13 D-3462" mqWmd pmft, ,peoffm,-gooto, M ft� AB PROPOSED FIRST FLOOR PLAN R..ld...l Cod.of N-Y.,k S� Refer�Section 12315P A4.PROPOSED SECOND FLOOR PLAN rr Wood Fro-C­ ot.M...lAF$PA(2OC) 3 b.­, PROTECTION AGAINST DECAY RA AS PROPOSED ELEVATION-1 ._Z­715`� 2.All f.--f­phlt he b.Vl,,aroed-al. oopdM— hall h-ft L-1 of-probl.b­9 AS PROPOSED ELEVATION�2 Call-Days.BMO b-.r*--roirq of 10 p-)­tolld! ft rapperFaA­­hdlb, PROTECTION AGAINST TERMITF.S,Refer to S--f-R320 0 'W.­w.1-e de oFth­d­.l� 12 ,.A.Id w&h SIX do hood. M Faaffi—I al,—­rXd.the 461d A7 9ECTlo 9 P. AS DOOR,\MNDOW AND FINSH SCHEDULE DESIGN LOADS 4,\Mnd-.­d ld�q door.Aall h­. Whrohm leVlh to .�-lh,.gh*.-ft-rd. M the eh-1hr, 3 Al concrete w.* he-e.-to�.­-­d FLOOR SYSTEM She-ply wA Ch.p.r S d AFPA/WFCM 2001 Semon 33 AS NAUNC SCHEDULE RaAF2Op.f,r­d -load -gofO3CFMl�r.Wor.f�of­d­-Swf�qmq 3 AVhitmF,h,�L,,hU�mih.m,m,,u,nuWwraf,�,,r,,A r000­dolior. FACJ-318-90 for S--rel WALL, SYSTEM She­*will,Sofl..R502.8,r0110.RGO2 1010. B .wim sp-F VO ph C.—for S.,kfi,.(&=3OOO P.1)Al.�poaod R613 2,AND RG Uplift Load d­&.11 h-.-A,1n11H­-of 0.5 CFM po, req-d by 1h._.f�_ Da.d Load.10 pAF Aq­f-oFdAo­ lb.,grog.dlalb.. d te,. he La��p.,.,�&.d *For.... to'he R­6rorg steel shall-lb-ft ASTM A,615 Orad,60 WINDOW ANCHOR-C.E.She oa.pl,Wifi S_—8313.5 T.bl.R301.4 5 Skyfight,k,%chill h-a mmm.m i­lfloo vow of 8,19 -oFwlh no I...th-f.,(4)&­per e".tingle or ivw(2) 4,All framing-.0- he be H-Fir#1(Fb=975p.), M,6­U�llbrrly D, ad Uva Linde fbAto­ K,?. WINDOW MULLIONS She oopl,wrath S�R613 6 MM �Pounds re Foot 6 Ganges-fi�, do.,doors,otoH. he h­ U=40 V-d.(2)Z.8 hoode,­1 we ,­gs, Lee ( - ) *Asphalt-p h.1- he h-.—of.�(6)fbata.r.w he--e-d 9X7EFJCR WALL COVSRNC-She-ply-ffi Safl-IZ702 I.R703 1,R703A Reffir to Um I­Lind. 7 A fmploces hall be provided Tffi,damper for ailed, .Fogle TAW,FZ703A for wooth-m­9d,,A�h=�and M,k,,,Thk... R.&r to b..-o 5 g�dore(ML) he b--­i..jed wrth T.N.870352 for Wood Shakes or Shan lr�. ­b­,1SO4OOCrM Aflfl-.heh-tqr­d d pZd 1.120 ph or gr— E=2.000,000 P9 Fb=2,800 PSI,­­&-rd by F-H.,Baloo­. 60 d-xrfth­.,l-kg.920CFMl Alfireplaoo. gees D-l. 40 ehdl ho-agh,fitting­W.bl.door. TRUS-JOIST M,MILLAN FOAM SIDING SACKER BOARD-She complywth 8314,2.5 Pao-pe,V.hkl.0-g;o. so S The Contractor.1.9 sab..the d-r, i-ard typed 6 Dble frame around all ope­S., r4.r Wd.]-11. d ROOF/GELLING CONSTRUCTION She-ply wA RSOlA ndArPAAVFCM 20M Refer Aftc w&h�storage 10 mach-rd ey-r-b.1, 1 b. Aod,...ffid-dole, under Pravda Sr,oAAn homer to Roflr SW Tables RS=S Xl) M(2) A".woh tAroq. 20 rqwd by the Bu,Wg Dp­ f..h,—]lood boor.9-fit- F­ *.,than.6aprq­ 40 9 A*a--.dell k d.arbl.f­55 d.,reas to 7 All­rote blink he coe-.ASTM C_qa.Mortor hall b. ROOF ASSEMBLIES She-p�,wft S�R-902.F-903 ,d P-904 Soopmg F­ 30 85 degree.Foranh.& typ.'M' ROOF SLOPE She-4*wrth So�R90S.2.2 U Store 40 Guard. M h.dre. 200 10 All d� M"oe he be,-lated a,mq.,ad by,.da 8 All.tool wk he conform to the rquim­ofth,ASC ASPHALT SHINGLES,She be—.d to the roofilh eat lee.than(4)f.--per-9 for Design,Fabr-l­A Erooll.n of AN.&or(2)f­For mdMdad eh,o(8905.2 6) DEFLECTION LIMITS 11 HVAC Co,,trootAr,hllverify haat bas oallk1f=e. Shv-dSteel for Bldrqi'Sorel he-,&-to Roftere,,ith ro ilr,ohed m,rog�hd:LASO ASTM GRADE 36 INTERIOR 19NISHES AND MATERIALS,She-K-to the flre Arood and emakedeneky Floor.L/360 12 All-Mr and/or b­d- he be frealted 9 A.1--.d-rk�e­13-to 6-1 NEC and Um�r. req,­ F So..8315 13.1, Aroh�=,hlloethattolh,beofholom�, Ld-r&-roqwINSULATION AND VAPOR BARBERS,She b.fr�­d per Soolf.R3* Bldg Dept copy from ZBA .�,and prfe,,Irol judge=&*�iiw pL=,­, pl-a-1,the Energy C­r-l-C-er-fi.Cod. 10 Pr.-fb-od fireplace. d A..•he be UL Appr-d GYPSUM BOARD-She oorrbre,.Se R7023o Final reviewed documents a No York State(-],Y 3,2002) TI Install smoke i-metore and oorb-nW.d-­ MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FXTURES-Rfer to Section ZBA File# f, -rd.-wfffi all Atom and lood-da roa­ R307 Date: 12 Th.C—chill-*.0 dAft,-dor.bfi- STAR LANDING She oo,*wHfi-9.RBTIS 4 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA ­V-.--and she no*ifie Ar hex of A, CE SHEILD .b,�-or d-ap--L-bakre STAIRWAY She campy"ith S­ifm R31ts GROUND WIND SEISMIC SUEUECT TO DAMAGE BY L", AIR the-H,(faey oaatlor-edea before or during oore-e. HANDRALS,She oomoy�hh Soolim R311S 6 DRAWN JM/MS SNOW (SPEW IN DESIGN UNDERLAY- FLOOD FREEZING :.o H.Irr,;ao o,dole. F JIw dr-,*._ FROST LINE TEMP. ENT HAZARDS he d ft Mak So--,o,(63D 7_34-4155 for SCALE AS NOT LOAD MPH) - CATEGORY WEATHERING DEPTH TERMITE DECAY REQUIRED NOW< 'Lor'll-m and/or"Atraolloes f1h,mart A,fol,ft JOB g. fbu. above pro-d­ho he —Aan 1,1,y MOD TO 5LI9HTTO f-1=rAa,,­oFlh. .-d,_d .. SHEETNUMBER. 20 PSF 110 SEVEREHEAVY MODERATE ill YES AS Soo 13 .,.rk to­.—oomph--­th the metra y d-- T-1 REVISIONS: SITE DATA: SCTM # 1000-21-3-11 DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL: APPROVED AS NOTED PROPERTY: 15579 SQ. FT. 0.3576 ACRES Q DATESTIMATED AREA OF E:7 (/�] ��B.?.� �� vFEE. A.�A2,_ GROUND DISTURBANCE: / PLUMBER CE,RT,';=1 r',^ '� NOTIFY D•.� . AT 765-1802 8 AVA IVI FOR THE ON LEAD COI v'Tt�r','; ,=- 4,;Z HOUSE: 1667.8 SQ. FT. 100.0 SQ. FT. 1767.8 SQ.FT. 11.3% 8 CU.YD. 3 CU.YD. FOLLOWING INSPECTIONS: CERTIFICATE OF t>("-,l i'r,; ;y 1. FOUNDATION - TWO REQUIRED SOLDER USED /t,1 i';;i°, ,t' PORCH: 132.4 SQ. FT. 19.2 SQ. FT. 151.6 SQ. FT. 1.0% 2 CU.YD. 1 CU.YD. FOR POURS"):) :" '-P.i.RETE SUPPLY SYSTEI'✓; 2. ROUGH - 7- PLUMBING %f", �';J�l DECK: 586.8 SQ.FT. 238 SQ. FT. 824.8 SQ. FT. 5.3% 4 CU.YD. 2 CU.YD. 3. INSULA! :. EXCEED 2/10 OF 1% LEA p, BALCONIES 31.6 SQ.FT. (REMOVE) 4. FINAL � MUST - - -BE COM, R ALL CONST SHAD MEET THE QUIR MEQ' THE CODES OF NEW' POOL: 692.0 SQ. FT. 692.0 SQ. FT. 4.4% YORK STATE. AOT RESPONSIBLE FOR PLo MBINIC DESIGN OR CONSTRUCTION ERRORS. ALL PLUMBING 4^1F,STE ,;&WATER LINES KNEED TESTING BEFORc COVERING PROPOSED DRYWELLS: (2)8'X5' (2) 8'X5' 15 CU.YD. 5 CU.YD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 177- TOTAL: 3110.6 SQ. FT. 357.2 3436.2 SQ.FT. 22.0% 29 CU.YD. 11 CU.YD. O AS REQUIRED AND CONDITIONS OF Additional C l R C L E DRIVE MEETS&BOUNDS BY: JOHN SHEERS SURVEY DATE: 7/9/13 SOUTHOLD TOM ZBA Certifiication _ Y1. Ir yll�a ARD re Required. S vl_$T`�' ' I ' TEES E-'+ a EXISTING FENCE REMOVED AND REINSTALLED INSIDE EXISTING FENCE REMOVED OCCUPANCY OR PROPERTY LINE _ EXISTING SEPTIC LOCATION Z USE IS UNLAWFUL n ._ _ -- -- -- _ _ _ 50 * 0' _ - 1' , �' - - - - - - SYM: CAPACITY: DESCRIPTION: A 1;_ _lel 1� 2TOII WITHOUT CERTIFICATE _ - - II ST 3000 gal SEPTIC TANK 47 25 �--'( OF OCCUPANCY TN FENCE,-; __y__; - Q LP 1 8'X16' deep LEACHING POOL 59.5' 29' Q EXISTING WOOD ' EXISTING FENCE REMOVED O II RETAINING WALL 2 AND REINSTALLED INSIDE COONSTIRUCTION DUMPSOTRR Z II LP 2 8'X16' deep LEACHING POOL 50' 29.5' - II PROPERTY LINE DURATIOIN OF CONSTRUCTION O u � 11 CL CLEAN OUT - 25.3'DRAIILAGE INSPECTIONS ARE REQUIRED - - -Contact TOS Englncering et 7651560 before _I`PI 11 BacHIII,OR Provide Engineer's Certification 11 / I I `^ ~ that the drainwe%has boen inst,.I'md to Code,. 1 N z W ��' / EXISTING FENCE 1 � EXISTING DRIVEWAY M � TO REMAIN II � 11 TO REMAIN w y •---, � ELECTRICAL �•L.I 1 ® I II II 1 INSPECTION REQUIRED / s � > I ' - PORT_A-LA TO REMAIN 8'X5' z EXISTING DECK N R DW I ON SITE FOR DURATION O - / OF CON�1'TRUCTION � _ H 0, EXISTING FENCE REMOVED 11 EX. CHIMNEY / II 11 � AI E UP TO - NEW 2ND. FL. AND REINSTALLED INSIDE IIMEET CODE - CC3 N ADDITION PROPERTY LINE II N ,EXISTING � � �' G -' DECK REFRAME EXT�IOR WALLS H EXISTING PORCH II EXISTING II CL' AT 1ST. 2 . FLOOR1' TO BE REMOVED I INGROUND II I ._._._ -------- REFRAMEj2ROOFw/ DORMERS. AND REPLACED I C�FT F L. TO HAV E jM 44.2' �f 11 POOL II M L ONLY (OPEN TO BELOW) /�; II STORM WATER MANAGEMENT DETAILS H EXISTING II p^ - _ _ _ _ 0 N v PATIO I _ PROPOSED II N.T.S. ROOF AREA:2173.8 S0.FT. m da O I �, STAIR DECK N 40• ' II AT 100%WATER RUNOFF:363 CU.FT. O m ^ 11 ADDITION ' TO I I IIL�CATION � � ADDITION 4.3 �, � II o °1 0 PROVIDE(2)8'DIA.X 5'DEEP DRYWELLS r"1 - I TBD I W DRYWELLS CAPACITY:422.5 CU.FT. CI EXISTING 2 STY 1 > _ w SINGLE BEAD HALF ROUND GUTTER o °' 14'0 a FRAMED HOUSE ' J �� II °' in ALTERATIONS TO Z CONCRETE ��j ® II •�„ NOTES: STANDARD 5" �I II ROOF THROUGHOUT 1 Q _ WASHOUT . I (MAIN ROOF TO REMAIN) ` ' V �� II 1).EXECUTION: LO >~ I N 1 ,] � � A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. � U �� II "ST (HIP ROOF STYLE TO BE {" ' U. II 1 2).PREPARATION: I I _ _ _ _ _ _ _ 1 Q A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. CA N EXISTING FENCE II '_ I ALTERED w/ FALSE GABLE I Z / \ 0 B). PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR O W !! I TO REMOVE ENDS AND HIPS. ' N II / Q. ACHIEVING THE BEST RESULTS FOR THE SUIBSTRATE UNDER THE PROJECT CONDITIONS. II .+~ 1 . PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR It ! 1 X I 0 II METALS WITH PROTECTIVE BACKING PAINT. V 2S/ W 8"X5' I � 3.INSTALLATION: O / I I I I ;_ i i � OW � A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. W 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO Y'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. SOIL �� II a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I , ACCESSORIES. W CI1 LOCATION B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINTT30.3' H I CONNECTORS. I i I \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I '•1 I I 9.51 _ CONNECTION WATERTIGHT. U ROOF ALTERATIONSI II DRY WELLS TO BE 10' MIN. 4).PROTECTION: 0 47-51 `- AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COM PLETION OF PROJECT. u) __ ' AT ALL SIDESB).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL EXISTING FENCE F N I COMPLETION. II TO REMAIN II - --- - -- - --- t- - - - {LAMBRE-L-DOR�1€R-�- - -�- -- - - -,- -- - -------- ,--- ,--,--,--,- Oo I - I- - - - - - - - - - - - --`- - - - - - ------ADDlTI0NgT0- - o o , o N I - - - - - - - - - - - - _ _ - - - - - - - - II S 12023 '0" W 150e0' EXISTING FENCE REMOVED EXISTING FENCE cn TO REMOVE x lllI(� D ED A Iy �EViN'S� HAY BAY OR SILT FENCING ' * _ ry DRAWN: MH/MS . N SCALE: 1/4"=1'-0" SITE PLAN LIMITS OF CLEARING TO BE JOB#: NO MORE THAN 20' FROM _ ___ __ _ >` 22339 Q' SCALE: 1`I = 1O�-OI PROPOSED WORK AS ♦ -♦ �0'FivE�� SHEET NUMBER: October 18,2017 INDICATED ON SITE PLAN S. 1 REVISIONS: O co F1 A I 00 Ll '4� O C� I O r Hit. F--i l Irr"r^^'y V1 PROPOSED NORTH ELEVATION o � SCALE: 1/4" = 1' 50 00 o H U0 w 0 N w rn 4 v 0 n P� m + x o CU 90 � \ `v u CO 0 0 4 m' CM m I q �t a� 4 D U �. 00 v u" co " U " O ` � H EXISTING NORTH ELEVATION SCALE: 1/4" = 1' R F ARc,� �, y �� ry DRAWN: MH/MS SCALE: 1/4"=1'-0" NA * JOB#: 0X2339 Q� October 10,2017 Of N04 y0 SHEET NUMBER: REVISIONS: COLOO - - o00 000 opo 000 000 - oo - 00 ==E==( 000 - 000 oo�� - - o00 00 00 000 ooe� - o00 000 - � i Z FM -00 o00 moo H �000 - - w w _ _ H CV W DOD p� O W OOo o LHI �000 00 00000 Da�,f Fir]= w Q U PROPOSED WEST ELEVATION W SCALE: 1/4" = 1' � a C> H 04 - - - - - - - - - - - - - - - - - - - - w 0 N v C, i u l� + p l.0 N � oV 0v � i O � 005 � U v N M W 0I u O ' � U x DRAWN: MH MS EXISTING WEST ELEVATION 'r y_ * _1'„ r'.N / = ' * SCALE: 1/4"=1'-0" S = 1' N9 JOB JOB#: SCALE: 1/4" j� 22439 OQ- October 10,2017 OF IN E1 SHEET NUMBER: REVISIONS: D O LO T O - - - i 0 o - - - - a oQ aw ° FTI C-4® � w off 00 r �_ li I I I] Z o H 11111 11 11 1 Hill I I PROPOSED SOUTH ELEVATION W SCALE: 1/4" = 1' 0"7o H - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q w 0 0 m � � O X O � 0 LL x I o00 0 a r-4 � 4 o. 5 n U D (Z4 0w � - - -- 4 I N L—AO W 00 D U O un und V 4 � r EXISTING SOUTH ELEVATION DRAWN: MH/MS (ny �- � SCALE: 1/4"=1'-0" SCALE: 1/4" = 1' �� ? - JOB#: X39 Q- October 10,2017 OF IN EW�(:) SHEET NUMBER: A-3 REVISIONS: 0100 - - o00 OHIO OOO O 00O F--�I w - - - - o 0 - - - - A a � � w o u � � w 00 O W H Effl H Q - - - - Q LU W - � w EXISTING EAST ELEVATION SCALE: 1/4" = 1' Q w 00� o 0 H w O N � o 'r' ~ a rn Q ° ;" i0O. v � Rr w ® A O p ti' s "t u 00 4 a Co LnU Co in N C) � v I N EEO, W o � � V 00Ll El O 0 N 00 ur V , x EXISTING EAST ELEVATION _ _ _ _ �,��FtED A/qC SCALE: -1/4" = 1' r% p DRAWN: MH/MS N SCALE: 1/4"=1'-0" N JOB#: X22339 O�� October 10,2017 SHEET NUMBER: FOF NE�y iv-4 REVISIONS: 00 o 00 �4 O 0 � HO Q Q - - - - - - - - - - - - - - - - - DN ---------- ----------- ---------- ,up: ----- ------------------ " o -------------------------------------------------------------- La Z � oo � W O EXISTING 1ST. FLOOR PLAN SCALE: 1/4" = 1' Cn om C2 0 5 In 0" u O E PROJECT NORTH of, wU N 0 \ � Lr) U �r .m`O N Gv DN 0 W W uU O ' N U x ------------------------------------------------------------- ,�ERE�qR fir' * DRAWN: MH/MS S NJ► SCALE: 1/4"=1'-0" PROJECT NORTH EXISTING 2ND. FLOOR PLAN -�� X22339 Q- JOB#: E �pF N E�\(O OcSHEET NUMBER: N SCALE: 1/4" = 1' -5 REVISIONS: � 17'-0" '-4f1 ,*/ 7'-10" 6'-6" '-4 (2)2X8 ACQ GIRDER ' ' (2)2X8 ACQ GIRIDER' ' EXISTING GIRDER EXISTING GIRDER == i I 1 1 1 1 �L _ ________= ___=== E = = I,R.F _____________________ __=__===== ==o===� I 1 1 1 1 6X6 ACQ POST I i in ; ANCHORED TO ; ' 12"dia.CONC. PIER 1 I i w/2'X2'Xl'FTG. I i Y BELOW GRADE ; � , I " � I (3)2X8 ACQ GIRDER i-4-- , ,(3)2X8 ACQ GIRDER , , ISTING GIRDER EXISTING GIRDER ---- --------------- r— 1 1 1 1 1 1 1 1 1 , OI ' I I , 1 I ' 1 ' ' , I I ' EXISTING GIRDER ' W z III l 11I ' M�1 111 � a 11, z111 ' III ' O --------------------- EX. -------------------EX. LAUNDRY EX. WET BAR "' W O BATH EXISTING GARAGEr4l ' 111 t ' ' 111 ' 111 W ' ' ' ILL ' ' �/(�C /l�• 111 1 111 I 111 � ' ' EX.(3)2X10 GIRDER ' ' ' ' EX.(3)2X10 GI ER ' ' ' EX. (3)2X10 GIRDER ——————————— -------- ——— ———'————————————————'—— ——'————————————————'——— ——'— ——————_ !i HT1 '————— _ _ _ __ ________________ __ ________ __ _ III 1 —————————————————— —— —= — -===E= III____________C_ 7___—————————————C__ __7__ _ _ -=====____ _ a • • • a • I a , a , I11 ----___ -----_- -----_— __ — ------- ---_--- 111 Ce III 1.1.1 1 � 1 111 V I O III Z I _CE 111 G 111 X 1 I 111 W 1 Q EXISTING BASEMENT EX. ;STORAGE ROOM ; W -------- 111 1 111 I z - 111 o 111 1 LEDGER BOARD TO BE FASTENDED ;;; 000 TO BUILDING WITH TIMBERLOMD E-- SELF-COUNTERSINKING SCREWS -- #5 REBAR @12"OC , W ' BY OLYMPIC MANUFACTURING "' w 1 AND AT FTG(fYP) 111 p (2 SCREWS @ 32"O.C.) n1 1 1 n1 V 1 1 n1 1 1 n1 V I I n1 Z 1 I 1 n, 1 1IFF 1 D 1 n1 X 1 • ; O 4X4 ACQ POST w ��� ; p 1 I12"dia.CONC.PIER n1 1 0 a i (2)#5 VERT.REBAR --------- ---------- 24"X24"X12"FTG. 111 1 v 4 VQ 111 1 r ++ ao � • . av IL c1 •- ------------------ -_ " ------------ -------------- 6X6 ACQ POST ; ' (2)2X8 ACQ GIRDER i Ill 0 m d' O 12"dia.CONC. PIER , -�;_ __ a, m v u ----------------- n AR iD g„—�� 24"X24"X12"FTG.B(lYP) ' O " / �t7` O ((// 1 v- _____ I 2 2 1 " •-1----+ •-----+ •-- --+ ' O u ' ; (3)2X8 ACQ GIRDER ; ; (3)2X8 ACQ GIRDER ; ; (3)2X8 ACQ GIRDER ; ; (3)2X8 ACQ GIRDER ; _ ' Gi '=======- -========='_ �_===========_='_ ='=__===______=='_ �y �_=====_==__===1__ u ' 1.J_ --------.--------- --�'J-_I--------------,- -,--------------,- 1�?_-,--------------177 -7� p O 000 \ I V., t/ .54O 1 811_0” 61-81/2" 6'-8" 6'-11" ,_4 u 5 �t Ln U 3 0'-1 1/2" 00 00 O 4! � W t� ' A w N S � 1 u E PROJECT NORTH FOUNDATION PLAN o N SCALE: 1/4" = V N H 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.VERIFY HEIGHT IN FIELD.ADJUST AS REQUIRE FOR FINISHED FLOOR TO MATCH EXISTING. EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING.. V 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. V) FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.AiLL FOOTINGS TO REST ON ,�4 UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).BIOTTOM OF FOOTING 9, TO BE MINIMUM 3'BLEOW FINISHED GRADE. Q' 4).FOUNDATION SLAB TO BE MIN.4"THICK(2"FOR CIRAWL SPACE). 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD ANID FOAM OR FIBERGLASS SILL GASKET. ED AR 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.ANID W/I 1'-0"OF CORNERS, �5C INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A C� v1N SC yij� MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO .� y BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. y `r „s 1 DRAWN: MH/MS * j N * SCALE: 1/4"=1'-0" (P JOB#: October 10,2017© 339 y0�" SHEET NUMBER: O)F N E14 -6 REVISIONS: 17'-0" I uj u ' J_ I O U g EXTEND DECK 17' Lu EXISTING DECK O IREPLACE RAILING I`_„i 33'-41/2" 3 11" 12'-83/4" 16'-0" 6'-0" 49-83/4" 70, w TW3046-2 TW 32 ' a TW3032 TW3046 FWG60611L TW3046 O 0 r/771 (2)2X10 F#2 HDRREPLACE WDW ----- " (3)2X10 HDR 4p-6 (TEMPERED)" III (3)2X10 DF#2 HDR O� �-1 EX. BATH w CENTER UNDER \ � H WINDOW ABOVE O „ - 3 11 I o O \ CENTER UNDER III U: F J WINDOW ABOVE I� ~ II F--tl I 001 0 ,t o N Q p 00 o N EX. BEDROOM ( X KITCHEN j N No. 1 DINING m O (FORMER BEDROOM) U I (FORMER KITCHEN) 0 0 o EX. BATH II o = Z ¢ r — — — — — — — �� N X nl � O � r � r o N ry N uj u f I Y �� `tr i /` — - ———— J t--—- � X �� CATHEDRAL CEILING N ------------ ------- (3)1-3/4X11-1/4 ML FLUSH BEAM 17'-0"AFF ----------- J LrJ N - - - - - - - - - - - - - - - - - DN Q V1 W C� EX. LIVING ROOM LLJ EX. DECK ¢ p = Z m REPLACE o X w � RAILING r Q� N ~ 0 ---_ r ni ,Z„ Z -- EXIST. E-I U � _===_==__ FIREPLACE EX. BEDROOM EX. DEN w No. 2 --------- _ =Z 611 ---- --- =r ==7 11 II (3) 9-1/2 ML HDR _ (3)2X10 DF#2 HDR ZE _ 11 11 CENTER UNDER CENTER UNDER ' ' – – – 7'0 – – – – WINDOW ABOVE WINDOW ABOVE .Up TW3046-2 1 1 c' IIfln ° -=7 (2)2X10 JF#2 HDR (2)2X10 D1#2 HDR ' ' O = .o �7 N v 0- 00NI' - ---- --- �' II m _~ ' TW3046 2 TW3046 2 TR `� rn LOFT ABOVE °3�I al I. n O + Q Nh I W I I X � v r�r'�y U (3 8DF#2H R 1 I EX.CANTILEVER „ �; ;; ,�1 ¢. U, X O ------------------------------------------------------------------------------ ------- -- , J 1/4-3/01/4X6/8 clic===== ___ ___14 1 p ==7 x 1. I , „ COVERED PORCH c`y,I, „ „ 9 –0 REPLACE/EXPAND ' ' " " � v REMOVE EX.BALCONIES ABOVE „ ^ ; ;c----- _-- _-- _-_ _a a :==3 opo \ WALL LEGEND I " 8'-0" 13'-0" 10"dia FG C UMN ;; ;; O 4 ' --------------- A. ",[==-_- --_ --_- --_ - G --7 � S �t N w/6 AC OST 11 I I (z u m a .--------------, WALL TO BE REMOVED _(3)1-3/_4Xll J/&ML GIRDER__ _ 3-3/4X11_74 dtJ GIRDER---------- - - - - - - U c y -� .-_ -- ----------- ------------------ _____ ___ ____ ----- EXISTING WALL „ "� -7 N v v NEW WALL -O W t~ NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 = 6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS W [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] S EPROJECT NORTH 1ST. FLOOR PLAN o Ln N SCALE: 1/4” = V N 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFILOORING,INSTALLED WITH 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS �✓ RING SHANK OR SCREW SHANK NAILS AND SUIBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, Q� MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 2).PLATE HEIGHT TO MATCH EXISTING(8'-0") UNJLESS OTHERWISE NOTED. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 D)F#2 STUDS AT 16"O.C.. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING x HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4).REFRAME WALLS AT KITCHEN,DINING ROOM1,LIVING ROOM.2X4 WALLS TO BE REFRAMED AS 2X6. 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.BUILDING ENVELOPE OF NEW WORK TO BE PER PRESCRIPTIVE DESIGN WITH SPRAY FOAM INS. 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR(CDX PLYWOOD. 10).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ON EACH SIDE OF OPENING.PROVIDE 3 JACK,STUDS ON EACH SIDE FOR �.GERED qRc MICROLAM HEADERS. �G`��EV(N * �� Vol' �� '( DRAWN: MH/MS SCALE: 1/4 =1-01. (P JOB#: 02339 Q`� October 10,2017 FOp N E��(0 SHEET NUMBER: A-7 REVISIONS: O EQUAL 16'-8" EQUAL EQUAL 10'-0" EQUAL 10 O w TW3046-2 TW2032 TW3046-2 F TW3046-2 (2)2X8 DF#2 HDR Li (2)2X8 DF#2 HDR Z 7'-8» + 79-80' 3'KNEE WALL(VIF) (2)2X8 DF#2 HDR. 3'KNEE WALL(VIF) O X. BAT O --------------- FRAME WALL FRAME WALL ---_---------- m OVER TRIPPLE RR OVER TRIPPLE RR Lu ^ m F--1 0 moo/ o / EX. BEDROOM o EX. BEDROOM No. 3 a 17 No. 6 a x O N J J N OC I- O o X EX. BATH o o O LLW fy < T� V OPEN TO BELOWLL J M yw-q DN C, N ~� a v = a1 rn CoC o x W ry H O I ni I M o N = E x Y N N EX. BEDROOM O No. 5 M o FEX. BEDROOM N t E T HIGH RAILING m sl o No. 4 � N 5 p c c - X ~ .� LOFT T KNEE C-, w , (2)2X8 HDR. (WALL(VIF) U (2)2X8 DF#2 HDR (2)2X8 DF#2 HDR CIR308'-0"PLATE p TW3046-2 TW3046-2 � umom " HEIGHT (2)2X8 DF#2 HDR. TW3046-2 � CJ 8'-10" 15'-0" 8'-10" EQ. EQ. 5'-0" 5'-0" N o w lie a 9'-21/8" 10'-0" 2'-33/" 21'-51/2" w ud O 1).USE 3/44"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS � RING SIHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MANUIFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. S PER CODE. [� E W P R03 E CT NORTH 2FLOOR P 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE i i 3).EXTERIIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING N SCALE, i/4�t = i HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4).EXTERIIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.BUILDING ENVELOPE OF 5).PROVIIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS NEW WORK TO BE PER PRESCRIPTIVE DESIGN WITH SPRAY FOAM INS. Cn OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS x ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. MICROLAM HEADERS. G�`c''CEREp qR�, IN S�Ax y% N DRAWN: MH/MS N * SCALE: 1/4"=1'-0" `l JOB#: 022339 Q� October 10,2017 Op N DN O SHEET NUMBER: REVISIONS: ROOFING CROWN 2-1/211 FASCIA 1X8 CROWN 5-1/211 FRIEZE BD. 1X8 RAKEDETAIL BUILD OUT ROOF FOR FALSE GAMBREL. RE—SHINGLE REPLACE EXISTING ROOF 12 14 12 4 0 12 p- -----,Ir-------------------------- - ---- -------- 25 --------,� ———— ———— ————————— I ;1 1 I I' 252X10 PR I , CN V 1 I 12 ^ I 1 I I III V 16"pC 2X12�AYpvER P4ATE ;1; 6� l i w I , ROOF 4 1-3/4X14 ML 0 ( ) X (4)1-3/4X14 ML TO REMAIN 1 �[ RR EX.ROOF I I A S r 1 i /TO REMAIN N �� w I 1 , , I W_ J 1 1 11 1 I I I LL 0 1 I I , 1 0I ' 1 I I I I 0 O I , CJ _17z J I ' IX XI ' I 1 I I I I N N I I I I 1 1 I I I I I v vl 12 I I 1 I 1 I I 1 1 11 W I I 4 I I I 1 1 I I I I i I I 1 1 I I W m I I I r ———— I I I I O ----—------- 0 L I 1/ I I 11 1 1 I I (� HALF ROUND I I I 1 I I I I I 1 1 , , w I I I I I I 1 1 I ICD 2X4 BLOCKING GUTTER LUz I -- -- -- -- -r -- -- -- -- -- r-,----- - JI - Q I u l I / I I (3) i-3/4X16 ML RIDGE I , X O E&CB SOFFIT 1X8 FASCIA ; " ; / ; ; ; Ld I — — — ,I I— — 1 ' , ' , W S-400 CORAVENT I SOFFIT VENT STRIP LL - _- _- -_- - -. _ Q 5/4X8, 5/4X4 O - -- -- w FFROZE BOARD � w 1 � ; ' ; 1 I , � � ; � W O -------- I J �------�'� --------------------12----, RAISE CHIMNEY ; AS REQUIRED EXTERIORO ; ' °L 4 ; TO MEET CODE CD m 1 OPENING EX.ROOF 1 TO REMAIN fTl 1 1 1 I I , 1 1 1 SOFFIT D �, EX.ROOF V I 1 1 1 1 TO REMAIN ; 1 `1}� (4)1-3/4X14 ML (4)1-3/4X14 ML - - - - ' ' 24" OVERHANG (TYPICAL) ; ' ; ; 12 X N 12 1 U 2XIO RR co @16"OC -- -- -- -- -f� ------- 7- -- -- -- -- -- -- -- -f -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- �/ m o ` ------------ O e 4J ------------- 1I I 0c';' v .2 V X () 12 12 ; au p, Ua m 4 12 _� 12 ; ; w v x u 1417 412 I ----- --------------------------- -- ---- ----------- - °r+° ------ ----- , u � o `" v LnU Mme + 10, NEW PORCH ROOF N v STORM WATER MANAGEMENT DETAILS 1).ADJUST NEW ROOF FRAMING AS REQUIRED TO MATCH SOFFITS 8). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING AS SHOWN ON ELEVATIONS. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ROOF AREA:2173.6 SQ.FT. N.T.S. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. COMPLETE. AT 100 WATER RUNOFF:363 CU.FT. 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. S W (MAX.10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT PROJECT NORTH RPLAN PRO\VIDE(2)8'DIA.X 5'DEEP DRYWELLS FRAMED CHIMNEY/DUCT CHASES,VENTS;,PIPE PENETRATIONS,etc. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. E W DRYWELLS CAPACITY:422.5 CU.FT. PER CODE. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT "—I CUTTING INTO SHINGLE SURFACE. U a).APPLY 5/8"THICK FIR CDX SHEATHING OVIER ROOF FRAME. N SCALE. 1/4" = l' �•T� o SINGLE BEAD HALF ROUND GUTTER 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 i10� STANDARD 511 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA NOTES: DIRECTLY TO THE DECK ALONG EAVES. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. 1).EXECUTION: CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO kk A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 6).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CONCEAL VENT. N 2).PREPARATION: 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. al B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 7).ICE&WATER BARRIER TO BE USED IN ALL IVALLIES,RIDGES,INTERSECTIONS �4 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. (TYPICAL)AND 4'PERMITER. C), PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR WITH ROOF AND SIDE WALLS(TY ) METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: (n A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. W 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT �I CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 1E;RED q COMPLETION. ��NS ��,V IN S'1 C, 0 1 � 0 � � � � Q� ,� �y�L n DRAWN: MH/MS SCALE: 1/4"=1'-0" * JOB#: 2'2339 Q� October 10,2017 �pF N EW�O SHEET NUMBER: A-9 REVISIONS: 12 12 4 4 R (�R °Ci�6„OC 3) 1-3 4X16 ML BEAM � X,�OpF#Z (4) 1-3/4X14 2 (4) 1-3/4X14 ML BEAM ML BEAM 12 2X8 O)1 " 2X12 DF#2 CJ @16"OC (NON STORAGE USE) a 0 112 0 o 25 Z 00 00 Q �+ C) 3' h (VIF) BUILD WALL UP O U W RAILING FOR SOFFIT LINE UP 2X8 DF#2 2X6 O � l RR @ 16"OC _ _ _ PLT. ►,�—,,`��II p' Z M C E , J BL 2'-0" OH G� Q 10"dia FG ; ; (3) 1-3/4X11-7/8 Q O u COLUMN ML GIRDER ~"{ H 7 O 1 6X6 ACQ Q a pp POST QI a4 RE-FRAME EX. WALL 5 DECKING 2X6 DF#2 @16"OC 2x10 ACQ � DJ 16"Oc EXISTING FLOOR SYSTEM (3) 2X8 ACQ W ur GIRDER 17SO 6X6 ACQ •°'' > Qe � ° ; POST p ` °D •� W z pD,.O O.• � � O as• °• EXISTING EXISTING O ° 12"dia. CONC. PIER 'a,a' 8" PC WALL °•o z rn (2) #5 VERT. REBAR b ° ; DAMPPROOF p W o i ° v4 EXISTING °; 77_Q-oV� Q d d • p d d • p d d • p d d • p d d • p d d • p . d d • p d d • p d • .d� p p 24"X24X12" 16"X8" FTG. 0 FOOTING (2) #5 REBAR N v v'• p co 4i O SECTION 111 O O ;2 ej 0 SCALE.• 3/8" - 1' I I I I 2" tt 75 011 c1r) 1 -+ / / / �2" PRESCRIPTIVE DESIGN PER R402, 2015 IECC: b I I �/ f I l o � f I � I t o � I •• 1 1 I I I ( I f l FASTENER TYPE: SPACING: BNo 8 AER ANCHOR WITH I� f100R SPACE C£ΡILING 3 BASED ANCHOR WITH 16"OC • ( ( • ( y 1 I •' ( { • / ( •' ( •�' ( • 21n.EMBEDMENT LENGTH 1 1�4 I • I I I R30 49 No.E10 BASD ANCHOR WITH 16"OC R-VALUE R-VALUSINK 21n.EMBEDMENT LENGTH pn w i� 1/41n.tlia.LAGSCREW I I I ( I 1 I I D.W. Lan BASED ANCHOR WITH 16"OC EMBEDMENT LENGTH _ _ _ A *EXCEPTION FLOORS : F A I o I I , • O• IIl I ` 1 I ' • I I\ I I`1 I I 3/4"APA PLYWOOD tin. FFNFS1R�ilON HEATHING IF FRAMING MEMBER IS R19 0.35 z / / 1 / I 112"APA RATED SHEATHING S l I I t / �T•I i I 1( `I )f � I I ' `• tt1 II 1 I I I f1 II (I ' O I�II 1 / I' / UAC10R.GPLYWOOD C.O. 1O (ALTERNATIVNE:7/16"0.5.8.) • 3 GRADE PLYWOOD (ALTERNATIV[VE:7/16"O.S.B.) TOO SMMII 1/2"APA RATED SHEATHING .. GLAIED 4 � • 1 I I I I l l I I I / I FRAMED WALL TO APROVED FASTENER TYPE: SPACING: ' ' SDS / I I II ' I lI f II / R20 FENESTRATION 0.40 4"C.I. SEPTIC SYSTEM 2X4 DF#2 J I ' No.8 WOOD-SCREW / VA BASED ANCHOR WITH 10"OC �• I r R-"^LUE• WINDOW SILL 2m.EMBEDMENT LENGTH 11 •J f ( • ( ••I ( •I I ( ! TRAP HOUSE TYPICAL WINDOW OPENING No. WOOD-SCREWS �� SUCR: BASED ANCHOR 12"DG ( T11 ' I ti SLOPE" 1/4" PER FOOT PITCH TO DRAIN PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTHIIIyII ELH ( THAN 4 FEET 1/4Mn.da.LAGSCREW1 I i I BASDANCHOR WITH ' ( I BASEMENT WILL IB EMBEDMENT LENGTH Illi�l1 14 SKYLIGFII PLUMBING SCHEMATIC. TYPICAL DOOR OPENING (CONDITIONED SPACE) 10/15 0.55 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: AND EQUAL OR SMALLER TOG2ETHEDR WITH STAINLESS STEEL No.8 WOOD-SCREW U'FACTOR: Q OR GAL BASED ANCHOR WITH 8"OC R-VALUE. THAN 6 FEET WAS21n.EMBEDMENT LENGTH ANNDD NUT SOUS T$Cd 2'-0""O.C. HERS N .T.S. No.10 WOOD-SCREWS BASED ANCHOR WITH 9"OC � TYPICAL MULTIPLE OPENINGS ,SEREDgRC tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET BEVN SC 1/4in.dia.LAGSCREW �7 AND EQUAL OR SMALLER BASED ANCHOR LEN !s^oc �� �� THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL * ',. DRAWN: MH/MS � a`" N SCALE: 1/4"=1'-0" AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) N * SC #: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16'. '9 0 October 10,2017 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO > 22339 Q' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 410 �O SHEET NUMBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. F N E V V ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- io REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALL STUD CRIPPLE STUD p , BOTTOM PLATE o RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATIONUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HIOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. z ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / H HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X1 O LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER B LOC KING @24'OC Q F--1 WALL STUD THROUGH-ROOF EXHAUST a-, VENTS SELECTED AND LOCATED BY CONTRACTOR F+-1 METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY AS REQUIRED Z RAFTER Q� O SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN [-i U r VENTILATION WOOD JOIST + , SIDEWALL FLASHING FOUNDATION TOP PLATE FINISH WALL AND MOISTURE 2 4 LEDGER BLOCKING Z Z STAPPING TO BE ATTACHED TO WALL STUDS X48"OC B ARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP- NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ���' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD H ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'O" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIP1fION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS a. TYDOWN ANCHOR 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS21-1/8" g EACH RAFTER 8" - 12" RAFTER RT20 x 20 CONNECT TO SOFFITED EAVE DETAIL ,' , ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALLpp ROOFING LAPS BASE ' FLASHING 4 INCHES ' O BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT r� WOOD JOIST V 1 5z TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JCIST 0C� AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERSQ AS TO FORM DRAINAGE CHANNELS ANDt- 4" W INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2"EALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SILL GASKET �— SUBFLOOR N v + WOOD JOISTS rn n r. 4i NEOPREr + X v TYP. CONC. FOUNDATION /� CONC. SLAB GASKETNE �� . ' 2x6 2x8 CONTINUOUS WOOD PLATE `� co o C 6 MIL. POLY V r DAMPPROOF EXTERIOR V GRANULAR FILL ° I BOLTED TO STEEL BEAM WITH `� X o EMIL POLY ON EXTERIORcz ` , ; + 1/2 " DIA. BOLTS ® 48" o.c. STAG. ° V STEEL COLUMN a CONC. SLAB ° a ' ° d '� _ c 00 r,° °t. \ ROOF JACK ��� ��` r+ �� STEEL BEAM � C ° A o �, ANCHOR BOLT EMBEDMENT: � ' . .- 4 �� m ¢ ° COMPACT FILL ^ POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL � x 1Z a v ° i i Q u ^ + BLOCK WALL: 15" ROOFING ` TOP AND BOTTOM PLATE m � cn V ° d ° ' FLASHING LATS ` . WITH 1/2" x 6" ANCHOR BOLT U KEYWAY FOOTING r ° /` �! a �. CONC. FTG. �► 'p Q'p G c' SIDES AND TOP `� / N v v ° 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT , (USP LBPS58 OR BP583) �` + � W p REINFORCING BARI I 3" STEEL COLUMN �- DRAIN TILE � p d ANCHOR BOLT CONNECTION FOUNDATrION 5/8" DIA. ANCHOR BOLT � I � SUPPORTiING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STOR',IES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O r SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM N / GARAGE JOIST COMPACT FILL ' DOOR G — i I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ' P.T. PLATE �I` W/ 6X6 WMM M I SLOPE oil / 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE �` 1 �� ° °+a 7v1 2" > e (WITH A NAILING PLATE IF NEEDED) AT END AND TO BE APROX. 1 2" OR HIGHER THAN ES OF WOOD ° GRADE ° q �-=__c __=___�T__=__ - _ u� D c 4 a ; ° STEEL BEAM TO ALLOW FOR SHRINKAGE ° d ° Q ° Q �. BEAMS ° Ila ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. - - - � - - - - ° — -+�1 12" ° a ° a ° a • . o o ° D o �1= I— I -11 II MIN. c. .oD ° ° D '� kA �'a A'r ° ��NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM L ° '^ SUB FLOOR �E REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM IJ1—I �— +s �1 D REINFORCING BAR a ° �� ° O°,°' �D OIST DRAIN TILE —►I p [° SHEET METAL / 30# FELT UNDER BEAM AT POINT f + a �� n �° �° ° TEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK '�=fTi�'fiJTi—i i S-(ERED-1 �„ ° °„ 3 SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) XL IN SRC,y� TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ol REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM i n GARAGE DOOR BLOC KOUT DRAWN: MH/MS SCALE: 1/4"=1'-0" BEAM POCKET N N JOB#: October 10,2017 0 339 � SHEET NUMBER: op IV 11 O A- 1 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS CODE: 2015 IRC, 2016 NYS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM 'SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE 4" DIA. MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: 40 LEDGER 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z RAFTER JACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. � `0 3). Posts supporting girders shall be anchored to a minimum 24"x24N12"thick concrete M footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall JL be 3 ft, below grade. RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATIION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers O STAIR RAILING and nuts at 16"o.c. F--� ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). � W [� RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Q HANDRAILS 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal Z RAFTER for any contact with ACQ. O C? U POST TOP PLATE HANDRAIL NOTES: F�j TOP PLATE All required handrails shall be of one of the following types O BALUSTERS or provided equivalent graspability. 0 U RIM/DECK JOIST ° 1).Type 1. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not greater ^ OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a I--1 perimeter dimension of at least 4 inches and not greater H HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"INCONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR inches shall provide graspable finger recess area on both 2 CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. ( ) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the W profile.The required depth shall continue for at least 3/8 ^� inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the W handrail above the recess shall be 1-1/4 inches to a O 4" DIA. MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum radius of 0.01 inches. F—(-•I GIRDER/HEADER c �' NAILING SCHEDULE W Z 0 Z JOIST POST/COLUMN 0 ° o ° ROOF SHEATHING: POST/COLUMN NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES ~ d GIRDER/HEADER STRUCTURAL PANEL 8d AS PER TABLE 3.8 E WFCM-SBC W POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY'TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMONEACH DECK/PORC;H RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY'TO EACH COLUMN TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY'TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMONEACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL r+ CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE N a) OVER PARTITION WFCM-SBC LAP NAIL m t\ •� r COLLAR TIE AS PER TABLE 3.4 EACH FACE o Ln o ® STU TO RAFTER WFCM-SBC END NAIL rn cn 0 BEARING PLATE GIRDER BLOCKING EACH TOE `- X o 2-8d COMMON ca @ TO RAFTER END NAIL �'�. 0 Q RIM BOARD 2 16d COMMON EACH END o v 00 TO RAFTER END NAIL X ° WOOD JOIST •"�; •, '~ 4 m rn ~ WALL FRAMING: x LEDGER 1 I •','". NAIL NAIL rn U `D GIRDER/HEADER 1 CONCRETE PIER JOINT DESCRIPTION NOTES �r `.° o I `" QTY. SPACING oo v WOOD JOIST '" •' TOP PLATE TO PER N ria WOOD JOIST • TOP PLATE 2 16d COMMO FOOT FACE NAIL • "° TOP PLATES AT 4-16d COMMO JOINTS FACE .. " INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE 2-16d COMMO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) STUD O.C. NAIL CEILING JOIST TO BLDG. CONNECTION cA 11 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 16d COMMON IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS 1 I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL �I TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END REQUIRED 11 (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 16d COMMO PER 2x6 STUD NAIL 0 FOR STU BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FOOT FACE NAIL FLASHING TUCKED UNDER I l END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW THREADED ROD DECK FRAMING: � JOINT DESCRIPTION NAIL NAIL NOTES 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING CONNECTED TO BLDG. @16"OC STRINGER POST SILLTOP PLATE OR JOIST ORTO:GIRDER 4-8d COMMONPER TOE , JOIST NAIL V @16" c MINIMUM U) (2)THRu- END DISTANCE BRIDGING 2 -8d COMMON EACH TOE x BOLTS TO JOIST END NAIL P844 POST d ' ANCHOR „dla• Q . . BLOCKING 2 -8d COMMON EACH TOE � MINIM M s TO JOIST END NAIL FLOOR FRAMING C PIER 16"TREAD • o •• o C A o • END ANCE BLOCKING TO: EACH TOE 2x JOISTS GRADE °•a •,. ,, ,O° • :.,�•• 12"x12"x12" ' " �' + SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL ;'p Q C(As R SLAB •^'a 'o ••cb•, CONCRETE FOOTING A ^ LEDGER STRIP 3 -16d COMMO EACH FACE °. (AS REQ.) '4'•v° t t BLOCKING FOR JOIST HANGER a"dia. ,g ,' DECK PIER y �' A TO BEAM JOIST NAIL LAG BOLTS •p , p 3'-0 a�e CONC. .�..' PER PLAN JOIST ON TO BEAM ER PER TOE 3 -8d COMMONJOIST NAIL SIZED p PIER „ HOLLOW COLUMN UPLIFT RIM JOIST/BD. ' ��° 4" SIMPSON STRONG TIE MODEL STRRI/2q m BAND JOIST PER END CO5 R �, a• aDECK POST FTG.CONNECTION 3 -16d COMMO C INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO JOIST JOIST NAIL �G VIN SC,ti'yj� DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION �- BAND JOIST TO: PER ? LL 11c, SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2 -16d COMMO FOOT TOE NAI Q " DECK/PORCH LEDGER CONNECTION =eo,� 7(7 JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING N October 10,2017 N� SHEET NUMBER: 0 23 39 OF N EW 0 A- 12 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. ' BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: RAFTER TO 8TOP PLATE 10�WALL: 4-8d COMMON RAFTERWALL: 3-8d COMMON EACH TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. p CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL ~ construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY GAURDRAILSANY DIRECTION 200 SPACING NOTES (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 17- anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 w p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE [-� Z INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL Sym.: U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. � HEADER TO 16" O.C. FACE I~ 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. � � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL length adjustment factors in table 3.16. END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~' FLOOR JOIST, BAND JOIST, 2 - 16d COMMONFOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS QI, Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 6 SEVERE 3 FT. 11 NONE - p y TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - Sd COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill fates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. p SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3.5. BLOCKING EACH TOE � 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs BLOCKING TO: EACH TOE @ @ SEE NOTES: 1 ( BOTH FIELDS) O to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON 6 O.0 8d COMMON 12 O.C. NOTE: 2 FOR PANEL FIELD �� anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 Q along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 5 Z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framingmaterial to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. P BAND JOIST PER END H a All fasteners, hangers and anchors to be galvinized or stainless steel. 3 -16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 00 2 - 16d COMMO oF" 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 1 SILL OR TOP PLATE FOOT SEE NOTE: 1 d Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL ) g q p p g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. �� �� P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD JOINT DESCRIPTION `q v otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) Q) $ where needed. 011 NOTE: 2 FOR PANEL FIELD x 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE o m r, v Bearing wall headers to have 2 jack tuds and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 °' � ° U g ( ) 1 ( ) g 6). Concrete piers shall be a minimum 6" above grade. X 0 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHl1�1G: w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES o U openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � and blocking where applicable. _ '10, m QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � 5 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON ) g g q PANELS WFCM - SBC be used. o U anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE N W v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). cn 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w provide adequate bracing and fates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side state code and manufacture's recommendation tes top for maximum hole size and spacing permitted. QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ,.., where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. V HVAC SYSTEM NOTES �� 8d COMMONp 1 OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists as required by current NYS Residential Code-FIREBLOCKING REQUIRED U) under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10 Provide insulation baffles at eave vents between rafters. Install draft blocking as Fireblocking shall be provided in wood-frame construction in the following locations. ). g THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 �� feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing using CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. j ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. Qi adhered with PL400 adhesive and screwed to floor oists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and roducts of combustion. P g 2). When wall sheathing is continuous over connected P ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tot - 16d nail pe!r foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. P g'�ERED'9RC, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or VIN approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. -► and R315 of IRC. � DRAWN: MH/MS SCALE: 1/4"=1'-0" N 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to k JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. p �' October 2017 � X223 9 Q� SHEET NUMBER: SOF N E*�O A- 13