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r'2L- o�gUFFt1( - � coG Town of Southold 8/15/2019 P.O.Box 1179 T 53095 Main Rd Southold,New York 11971 4, 1� CERTIFICATE OF OCCUPANCY No: 40622 Date: 8/15/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1055 Skunk Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.4-7.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/22/2018 pursuant to which Building Permit No. 43016 dated 9/7/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT COVERED ENTRY, RAISED PATIO AND SECOND STORY DECK TO AN EXISTING ONE FAMILY DWELLING,AS APPLIED FOR The certificate is issued to Small,Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43016 06-12-2019 PLUMBERS CERTIFICATION DATED 07-19-2019 B d Piecuch Signature FOj,YCTOWN OF SOUTHOLD °�gUFOG. y� BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 43016 Date: 9/7/2018 Permission is hereby granted to: Small, Mary 190 Eastwood Dr Ext Cutchogue, NY 11935 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 1055 Skunk Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 97.4-7.4 Pursuant to application dated 8/22/2018 and approved by the Building Inspector. To expire on 3/8/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,186.80 CO -ADDITION TO DWELLING $50.00 LBuiL $2,236.80 l�nr 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 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. .o New Construction: pp Old or Pre-existing LANE, Building: X (check one) Location of Property: r-� J 5V4.1`1� NE, House No. Street Hamlet Owner or Owners of Property: S",k k_ 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 V Final Certificate: (check one) Fee Submitted: $ 6 6 J �plicant Signature OF SOUr�®l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.richert(cD_town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Mary Small Address: 1055 Skunk Ln City. Cutchogue St- New York Zip: 11935 Building Permit# 43016 Section: 97 Block: 4 Lot 7.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 89 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 16 Wall Fixtures Smoke Detectors 5 Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt 50-a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect 2-15 Switches 57 Twist Lock Exit Fixtures TVSS Other Equipment: 108-lighting fixtures, 3-combination smoke / co detectors5-bath fans Notes* Inspector Signature: Date: June 12 2019 81-Cert Electrical Compliance Form.xls AN SO& Town Hall Annex 11%, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 com ID BUILDING DEPARTMENT JUL 19 2019 TOVvTN OF SOUTHOLD - -BM DRZG DBP sOUTWO -D CERTIFICATION Date: 7hqlj-i Building Permit No. L130/(e Owner: (Please print) Plumber: grad Keuur-� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Signature) Sworn to before me this day of 20A TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.OIDW6306900 ounty QUALIFIED IN SUFFOLK COUNTY Not Public, Sal K--c COMMISSION EXPIRES JUNE 30,2_a-k �v Of SOUTy�� f # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [V� UNDATION 1ST [ ] ROUGH PLBG. [ 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: fAvik . ��4601 P� 1 0 DATE INSPECTOR OF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. courm a 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S DATE INSPECTOR OF 50blyolo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEON [ ] FOUNDATION 1ST [TOUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rt (Mt& DATE INSPECTOR 50(/l�°lo # TOWN OF SOUTHOLD BUILDING DEPT. courrr+1 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: 4-n DATE l �� 164- INSPECTOR (Z o��OF SWly� V✓ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: SaOACE � 10 T76 DATE � ' 0 � I � INSPECTOR �F SOUIyo`o # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING RE RKS: 01, 04 4 o DATE INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1055 Skunk Lane,Cutchogue Test Date 5/31/2019 Building Permit#: 43016 �,� Compliance Pathway Performance Test Completed by: Christopher Silvia � ` � `rte c RESNET Rater ID# 4150294 Home Energy Soluti @ NATE ID# 187 East Main Street 2 209 ICC ID# Huntington,NY-1174 BPI# 631-673-0664 M .y•^tl i L.� ..Y. t OU Building Envelope Tightness ,O ;6.9 V Volume Calculation : Check if- Floor fFloor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 2439 10 24390 ❑� Sealed Attic 2nd 1906 9 17154 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 8017 area includes areas where the ceiling height is less than 5 Total Volume 49561 ft. CFM @50 pa 2440 Air changes/hr@50 pa 2.95 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement •------------------------- Floor Area 2439 Leakage CFM @ 25pa 92 CFM/100 ftz CFA 3.77 Code Compliance: Pass System-2: 2nd Floor Duct Location Conditioned Space -------------------------- Floor Area 1906 Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required b the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 5/31/2019 Christopher Silvia,Home Energy Solutions -'()l,.iTF,L,- Tl r i;_ ,JUN 2 1 2019 nu Wr OF souTiW�,. ENERGY EFFICIENCY CERTIFICATE i Address '55 � T City: CU�V'Onl- . State: Zip Code. lid 3� v RESIDENTIAL COMPLIANCE PATH J (Only one shall apply) v_ Prescriptive R ❑ Prescriptive U ❑ g Prescriptive UA Performance ❑ i ERI ❑ Index: u Ca COMPONENT VALUES Ceiling R or U-value: Wood Frame Wall or U-value: o Mass Wall R or.U-value: Floor R or U-value: a Basement Wa/J R-value: / E Slab R-value: Depth: CnrM Space R-value: A v IVI Fenestration U-Factor: —.3o SHGC:� Skylight U-Factor• A///� a Ducts Outside of ro Thermal Envelope R-value:Supply R-8 Other R-6 ❑ Building Envelope Air Leakage: 115 Air Changes per Hour N Duct System Air Leakage. 3,77 CFM per 100ft2 Lz Rough-In Testing: 11 Post Construction Testing:i)( a n Heating System Efficiency: v C Cooling System Efficiency: 16 SEAR Water Heating Efficiency: 2s 0 Gas Fired Unvented o Room Heater: ❑ E Electric Furnace: ❑ ° �! Baseboard Electric Heat ❑ s \� This Certificate is upon 2015 International Energy 0 Conservation Code and the 2015 International Residential Code. This Certificate shall be posted on or in the electrical distribution panel v o U 256 ROUTE 25 A WADING RIVER, NY 1 1792 P 631 929 5500 F 631 929 5501 W JNSCONTRA("FING CUM 1p 19M 0 also 0(Wo-Oho-06)Wo 21,M Mit"`', mil►.�.1 , r FOUNDATION(IST) Elm IPA MAIN I ROUGH FRAMING ENERGYPLUMBING INSULATION PER N.Y. . 1 VMA / • �' i �1 ri rc ��1�e1<r1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 3 Board of Health SOUT.HOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Survey Southoldtownny.gov PERMIT NO. o Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 D � j Single&Separate B Truss Identification Form AUG 2. 2 2018 Storm-Water Assessment Form, Contact: Approved '20 � �DEP; Disapproved a/c FfI1T3, Phon : Co N Expiration ,20 e Building Inspector APPLICATION FOR BUILDING PERMIT Date N 6w5f 22 , 20 1 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises PA6`t� S (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- 1 o55, Le NX4- LAP-r6 Cath trove House Number Street Hamlet County Tax Map No. 1000 Section Blocle -t Lot o Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and inte ded use and occupancy of proposed construction: a. Existing use and occupancy- sinn UL M oP b. Intended use and occupancy Sm k— 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other fi'-� A_.�-i 4 (Description) 4. Estimated Cost _l , R Fee,: ,+; -; ,�'~.,� ? �r "-(Tq`be;paid on filing this application) 5. If dwelling, number of dwelling units A y Number of dwelling units`on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify-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 Rear 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 Fonner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO C13. Will lot be re-graded? YES 011 NO Will excess fill be removed from premises?YES NOX_ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No (Name of Contractor Address Phone No. ��-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_)(_ * 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. QI!8. Are there any covenants and restrictions with respect to this property? * YES NOA— IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSOWolL ) �Z-F- r i G7 i(1co m 1 n being duly sworn,deposes and says that(s)he is the applicant (Name of.' 6ividual signing contract) above named, (S)He is the 1 � (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 aaf)-a day of 201 l TRACEY L. DWYEFR Notary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of A icant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2D26L r ) Scott A. Russell d1 TOJCb M[WA\'7C'lEJ[ SUPERVISORY SOLI•I'HOLD TOWN HALL-P.O.Box 1179 MAk NA\GIEl\ IENT 53095 Main Road-SOUI HOLD,NEW YORK 11971Ol Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 2 20 (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT iNvOLvE ANy OF THE F ouL OWNING: Yes No (CHECK ALL THAT APPLY) 77 ,M❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Off B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 015 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. - ORE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 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. N 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 with your Boding Permit Application. #: APPLICANT: (Property Owner,Design Profrsional,Agent,Contractor. S.C.T.M. 1000 Date: ctor.Other) District n ^ NA ME Section Block Lot -(�rJ��5F FOR BUILDING DEPARTMENT USE ONLY'°" Contact Inrornutiort ,) ?'k¢mr`eie0ra. Reviewed By: a a-ao 1 Property Address/Location of Construction Work: _ _ _ _ _ _ _ _Date: Lk 4 . Ski ❑ Approved for processing Building Permit. -mvater Management Control Plan Not Required. fTstorm%vater Management Control Plan is Requiredorward to Engineering Department for Review) FORM ' SMCP-TOS MAY 20I4 APPLICANT. S.C.T.M. 1000CHAPTER 236 Wtop"Owner,Design Professional,Agent,Contractor,Other) — — �,owm t" `„ �'1 -1.4- Stormwater Management Control Plan CHECK LIST W sedum Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Perim An lication. We.MI ua Cid, Date: n^ } * The applicant must pro%ide a Complete Explanation and/or Reason for not providing _ 1.0 2ot1� `qt all Information that has been Required by the following Checkfistt 1. A Site Plan drawn to scale Not Less that G0'to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA if you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Bou ndary as required by §23G-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2 Intervatst � ti5�l V�s�D/511w7 g. Location of all existing& proposed structures, roads, ►vwwcy u5E We� 'rRt,36t driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& •inish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. rlo Sw�w.rwttiJCe �� j. Location of proposed Soil Stockpile Area(s). L. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). DRAINAGE INSPECTIONSA m. Location of all proposed erosion&sediment control measures. Contact T0-1; Frigint-pring at 2. Stormwater ivranagement Control Plan must Include Calculatlons showingBackf _ , OR Provide Engineer!s Ge t on that the stormy+rater Improvements are sized to capture,store,and infiltrate that the dFainage on-site the run-orr from all impervious surfaces generaWd b� a two(21 inch rainfall/storni event. FROSION& SEDIMENT CONTROLS 3. Details&Sectional Drawings ror stormwater practices are required for approval, Shall ine'ude but not be 4nited to- MW DD=DEEL Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. ' stabilization& c. Inlet Drainage Structures (e.g.catch basin~,trench drains,etc.) seeding of expose an or in active soils. d. Leaching Structures (e. .infiltration basin,%swales,etc.) FOR ENGINEERI EPART NT USE ONLY Additional information is Required. Reviewed& Storm�fater Management Control Plan is Not Complete. Approved By: � - - - - - - - - - - - - - - - - - - - - - - - Stor•m��ater Management Control Plan is Complete. Date: 2 — Z 3 - SMCP has been appro\,ed by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , Southold, NY 11971-0959 BUILDING DEPARTMENT NO_TI_CE OF—UTILIZATION OF TRUSS TYPE'CONSTRUCTION,_PRE�-ENGINEERED. WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: �' �� ✓l o , Owner: Location of Property: Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or esidentia, structure 94' Rehabilitation to an existing commercial residentia tructure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _ � Roof framing (R) Floor nd roof framing (FR) Signature: Name (person submitting this form):. Capacity(check applicable line): Owner - Owner representative ' TrussReq%docx Effective 1/1/2015 BUILDING DEPARTMENT-Elec rices` !` Q �l ZI a TOWN OF SOUTHOL� DD Town Hall Annex - 54375 Main R4 PO Box 1179 Southold, New York 11971-095DEC 1 4 2018 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertfttown.southold.nTu 1F-T. TOWN OF SOL7HQLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 5rn" 1 (S Date: Company Name: c ca ;►'1� Name: License No.: �p s�('�- �' email: \ • ,nom e �e,c r�CcA Zy\c•Cow. Address: d 6 (9 3 S h� �-�h N 6 Phone No.: JOB SITE INFORMATION: (All Information Required) z Name: Sfn 4 ( (S Address: O�� S K,j 11 u -.� �-�^o tr�- Cross Street: Phone No.: Bldg.Permit#: L/j® f email: Tax Map District: 1000 Section; 7T Block: Lot: -7, BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: C/ 10 Rough In Final Do you need a Temp Certificate?: (�API O Issued On Temp Information: (Ail information required) Service Size 1 P 3 Ph Size: G0 A # Meters Old Meter# ew Servic Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral 1 2 H Frame Pole Work done on Service? Y N Additional Information: 300 L16-- 5�- i-V i PAYMENT DUE WITH APPLICATION 82-Request for inspection Form.xis [ Z2 "I I NOW 0�, 0 Of ,A'R[) 14 TV4 IpF�,FSALL t E,xisting KE"Je pEp,?z5ALL 5� tic T CA-T"E'RIIAE [)MF-L.Lj1RG Drainage EXISTINGting LE f A'M11-y -0 SANITARY Leac 1 51tAG 1PUB1.1c wbTF-P, 'A Inlet Pool (100() OrR# #3) x1- -1 onc. t , E ash .......... L +2 9.0' Draina e Garagerivela �rj0.0 0 IN \.(Bluestone GraRvel) 95-9,1 820 20 t\DR45 ,-Co .j.... ..... .... Belgian Block Apronj Curb (TUp.) ......... .. .. .......... PRE IOUS TEST OLE Belgian Black Curb (Tpr.) Stockpile \,DR#2 Topsoil -�! Guest Drie,6a D R\ Drai e V I L e 40 A Uew Witer Service IP 4 Belgian Block (FRONT) Curb (Tqp.) Belgian Blo w Driveway j5 Curb luestone QR#I New Water Service1. of Trench -XNG Drain 'Pe5 e, NORTH New Gas Service A-\ to House. Location 61 060 SITE PLAN_ Regrade Driveway to be Determined 0 1 \() Entrance to Avoid 0 "Bottoming Out" 30 at Street EL +25.0' ed<•(Y" «9 x3 t' s , _ 4 d �L r 3.! .yam �k 4 r iA 04 777 nr`o- b a a")1 to -dr :r Y, TTT �t Y t;1� �Y� ,. -_ 'Cyt s �^i�'''•'TL.. ._. ` � .. :" r •'yt a� .Y�' a , ,rYi P j t 1 • 1 1 1 I 1 DRAWING TITLE: 1 1 1 PROPERTY OWNER: SITE PLAN MARY JANE SMALL 1 HAMLET: CUTCHOGUE 1 TOWN OF SOUTHOLD 1 SUFFOLK COUNTY, NEW YORK 1 .15— SURVEJOHN EHLERS.INFORLAND SURVEYOR 1 (REAR) RIVERHEAD, NY 1 SURVEYED: FEBRUARY 22, 2016 JOB: 1 N RENOVATION/ 11 O SCTM# 1000-97-04-7.4 ADDITION 1 --► LOT AREA: 4.64 ACRES 1055 SKUNK LANE ZONING: AC CUTCHOGUE, NY 1 LOT COVERAGE (MAX.): 20% TOWN OF SOUTHOLD 1 YARDS: (PRINCIPAL) SCTM# 1000-91-04-1.4 1 1 FRONT 60' - SIDE (ONE): 20' 1 SIDE (BOTH): 45' ARCHITECT: )"' 1 REAR: 75' 1 ` HEIGHT (MAX.): 35', (2 1/2) STORIES FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11740 EL +31,4' EROSION &SEDIMENT CONTROLS 52 WATER C P T 11916 Shall include but not be limited to: A well maintained Construction Entrance, TEL 631 '154-5555 Wire Backed Silt Fencing, stabilization & fweberarchttecteyahoo.com Seeding of exposed and(or jnactlyqpil15. 5EAL: DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Cod APPROVAL OF STORMWATER MANAGEMEN COWrROL PLAN -T Cod er 236t6 C Date: Appy by. NORTH DRAWING SCHEDULE DESCRIPTION REV.: AUG 20. 2018 Al SITE PLAN A2 FOUNDATION PLAN DATE: JAN 2. 2018 A3 IST FLOOR PLAN SCALE : 1' = 30' A4 2ND FLOOR PLAN JOB NO: w201511 AS ELEVATIONS A6 ELEVATIONS DRAWING NO. Al SECTIONS A8 FINISH SCHEDULE, TRIM A9 CODE DETAILS SI 2ND FRAMING (15T FLOOR) Al 52 ROOF FRAMING (2ND FLOOR) EI ELECTRICAL IST FLOOR PLAN E2 ELECTRICAL 2ND FLOOR PLAN OF A9 REScheck Software Version 4.6.5 Compliance Certificate p=i / Project Small Residence I Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family ; Project Type: New Construction Conditioned Floor Area: 4,030 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1055 Skunk Lane Mary Jane Small Fred Weber Cutchogue, NY 11935 Complla,nce:'P�asses using UA trade-off t Compliance: 10.6%Better Than Code Maximum UA: 695 Your UA: 621 Maximum SHGC- 0.40 Your SHGC: 0.30 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 Ceiling 1: Cathedral Ceiling 3,040 38.0 0.0 0.027 82 Wall 1:Wood Frame, 16"o.c. 3,533 25.0 0.0 0.053 143 Window 1:Wood Frame:Double Pane with Low-E 813 0.300 244 SHGC: 0.30 Door 1: Solid 20 0.390 8 Wall 2:Wood Frame, 16"o.c. 261 19.0 0.0 0.060 14 Door 2:Solid 20 0.390 8 Floor 1:All-Wood Joistlrruss:Over Unconditioned Space 2,432 21.0 0.0 0.044 107 Floor 2:All-Wood Joistlrruss:Over Unconditioned Space 568 38.0 0.0 0.026 15 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirem pts in RESch c Version 4.6.5 and to comply with t e mandatory requirements listed in the RES eck Inspection Checklist. Name-Title Signature Date Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Pagel of 9 REScheck Software Version 4.6.5 L Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? comments/Assumptions & Req.ID 103.1, Construction drawings and ; , ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1energy code compliance for the ca 1 building envelope.Thermal ❑Not Observable I envelope represented on []Not Applicable ; Econstruction documents. 103.1, Construction drawings and ❑Complies :Requirement will be met. 103.2, (documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable 1 C19) Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate ; compliance with the IECC Commercial Provisions. 302.1," ;,Heating and cooling equipment is;, Heating: Heating: ;❑Complies ;Requirement will be met, 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: :❑Not Observable U i Btu/hr ; Btu/hr :❑Not Applicable ; approved by the code official. i Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Page 2 of 9 I Section # i Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 SA protective covering is installed to ;❑Complies :Exception: Requirement is not applicable. [F011]z ?protect exposed exterior insulation UDoes Not U and extends a minimum of 6 in. below ; ;grade. ,❑Not Observable, ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 Iinstalled. ;❑Does Not V UNot Observable 1 ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Page 3 of 9 section Plans Verified Field Verified # , Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- i U- ;❑Complies ;See the Envelope Assemblies 402.3.4 E❑Does Not :table for values. [FR11 1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, .average). :❑Does Not Itable for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ;❑Not Applicable V 303.1.3 U-factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or Etaken from the default table. ❑Not Observable I I ❑Not Applicable ; 402.4.1.1 Wr barrier and thermal barrier r ❑Complies ;Requirement will be met. [FR23]1 'installed per manufacturer's ❑Does Not 'instructions. ❑Not Observable I ❑Not Applicable 402.4.3 !Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 'is listed and labeled as meeting ❑Does Not (9) �AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable l 400 that do not exceed code pp limits. 402.4.5 ;IC-rated recessed lighting fixtures i❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 52.0 cfm leakage at 75 Pa. ❑Not Observable IE]Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies :Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not �1&11 ;>=3 inches in diameter and >= ❑Not Observable R-6 where<3 inches.Supply and :return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ; ;diameter>=3 inches and R-4.2 !for<3 inches in diameter. 403.3.5 ;,Building cavities are not used as S❑Complies ;Requirement will be met. [FR15]3 ;ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ;,HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 ;above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to ?R- :3. R- ;3 ; ;❑Not Observable 11 j :[]Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not 4� ❑Not Observable I ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 1>_R-3. ;❑Does Not ;❑Not Observable ; ❑Not Applicable 403.6 (Automatic or gravity dampers are ❑Complies !Requirement will be met. [FR19]2 I installed on all outdoor air ❑Does Not intakes and exhausts, 1 ❑Not Observable I ❑Not Applicable 1 JHigh Impact(Tier 1) 12.1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Page 5 of 9 section ' Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions '& Req.ID 303.1 ;All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]z or the installed R-values ❑Does Not U i provided. ❑Not Observable ; ❑Not Applicable 402.1.1, i Floor insulation R-value. ; R- 1 R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ; ❑ Steel ❑ Steel :❑Not Observable U ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies !Requirement will be met. 402.2,7 manufacturer's instructions and []Does Not [IN2]1 i in substantial contact with the underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of (sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the itop of all perimeter floor framing I members. 402.1.1, ,Wall insulation R-value.If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;E] Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN3]1 ,exterior,the exterior insulation ❑ Steel E] Steel ❑Not Applicable U E requirement applies(FR10). 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel E] Steel ;❑Not Observable 402.2.6 , [FI1]1 ; ;❑Not Applicable 303.1.1.1,:Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. []Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable ; 402.2.3 j Vented attics with air permeable ❑Complies ;Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. []Not Observable ❑Not Applicable 402.2.4 =Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [F13]1 i insulation>_R-value of the :❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and C❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F14]1 .cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ; ❑Not Observable tests,verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;,Requirement will be met. [F127]1 :determine air leakage with ft2 ft2 1❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler 1 enclosure if installed at time of 1 1 ;test. Postconstruction test:Total ;leakage measured with a ; pressure differential of 0.1 inch 1 I ;w.g.across the entire system including the manufacturer's air ; handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable #❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [F19]2 !installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ]code specifications. ❑Not Applicable 403.1.2 :Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable []Not Applicable 403.5.1 !Circulating service hot water ❑Complies ;Requirement will be met. [Fl 11]2 isystems have automatic or ❑Does Not laccessible manual controls. Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane,rck Page 7 of 9 Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not ; 'HVAC equipment meet efficacy !and air flow limits. ❑Not Observable l ❑Not Applicable ; 403,2 ;Hot water boilers supplying heat ❑Complies ;Requirement will be met. [F[26]2 through one-or two-pipe heating []Does Not ;systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor []Not Applicable ; ;temperature. 403.5.1.1 Heated water circulation systems ❑Complies :Requirement will be met. [FI2812 have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present, Controls for ; circulating hot water system +pumps start the pump with signal ; for hot water demand within the ; occupancy. Controls automatically turn off the pump ;when water is in circulation loop ; is at set-point temperature and i no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not X515.Controls automatically ;adjust the energy input to the []Not Observable i heat tracing to maintain the []Not Applicable desired water temperature in the ; piping. ; 403.5.2 Mater distribution systems that �❑Complies ;Requirement will be met. [F130]2 ;have recirculation pumps that I❑Does Not pump water from a heated water supply pipe back to the heated ;❑Not Observable ; water source through a cold ❑Not Applicable ;water supply pipe have a {demand recirculation water ; system. Pumps have controls ;that manage operation of the ; ;pump and limit the temperature s ; ;of the water entering the cold s ;water piping to 1049F. f 403.5.4 ;.Drain water heat recovery units ❑Complies ;,Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side ;pressure loss of drain water heat []Not Observable i recovery units < 3 psi for ❑Not Applicable ; individual units connected to one ,or two showers. Potable water- side pressure loss of drain water ; heat recovery units< 2 psi for ;individual units connected to ; ;three or more showers. ; 404.1 :75%of lamps in permanent ❑Complies ;Requirement will be met. [FI611 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. [ —]Not Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 ;,Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 :no continuous pilot light. ❑Does Not J ❑Not Observable r []Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Page 8 of 9 Section Plans Verified, Field Verified # , Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. IE]Does ❑Complies ;Requirement will be met. [FI7]2 Not []Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 !mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Small Residence Report date: 09/05/18 Data filename: C:\Users\Desktop\Documents\REScheck\1055 Skunk Lane.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating K_Vilue Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): b.. Window 0.30 0.30 Door 0.39 Coblin§ Equipment" Efficiency, Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEY OF PROPERTY SITUATE: AT PECONIG TONN OF 5OUTHOLD N SUFFOLK GOUNTY, NEN YORK W_7�E SURVEYED 02-22-2016 SUFFOLK GOUNTY TAX MAP # 1000 - Q7 - 4 - 7.4 \2-. CERTTO: IFIED MARYJANE SMALL FMBLXIY NATIONAL TITLE INSURANCE SERVICES LLC 09FOIZ? M309-&VA L-AN9 t4p�5 -t-�� STOUTER X8205112011F 2 s of IPA- 0 OF Ln LAW OR- FOE5-r o Jo5EPO BEST Z -NZo Lu F Opme?L OF OR 7�-n NOWORF V4,6,UO YEN P. -30E z ED t-�Rye. C) O �z FogmmeT�__Iz OF LAW �AOV4 O'pF,&,p_SALL 8, KENNETH IEAR5ALL 4S. NEI 11 F - 150.001 tAt)2051'20 Is 0. Lu 0 VA i2L °F 1(o NOVA 09-�o OF ANY G.E, NOTES: 602 LAN a MONUMENT FOUND 6RAPHIC, SCALE 1 (90, 0 JOHN C. EHLERS LAND SURVEYOR PIPE FOUND 6 EAST MAIN STREET N.Y.S.LIC.NO.502M AREA 2020-76.28 50 FT OR 4.64 ACRES 9= r7p 0 60 120 150 RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF.-C-\UsmVohn\Dropbox\90S190S\98-143update 2016. pro 3 1 t• C i 1 aJ R'�rt� 5�':+�J i`„ ,c i�E.� COMPLY WITH ALL CODES OF I O� SITE DRAINAGE: PATE '130 ---: S-- �; - NEW YORK STATE & TOWN CODS T)(31, AS REQUIRED AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) i� �F - p`��' --------- .)T1,.Y E1,111-PN�, l ::!-�, P I ,riT AT S FREDERICK 8' Dia. x 8' High w/ DRI 0 Access Driveway: 1861 SF 1861 SF x J6G' Ran = 309.9 CF Slab Top (Traffic Bearing) 338 CF , OF FORMERLY ,:1 TO G Prl FOR HC �:,-����� �,F r ROBERT W OR URGH Ij`' EL +32.0' .`LI.CA"IING INS'PE T IONS: S "'� "'°°"•� �rr 8' Dia. x II' High w/ LAND NOSSELL TEN13 DR2 © Guest Dnveuay: 2140 SF 2190 SF x.144' Rain = 443.1 CF g 965 CF SROU 3 WEBER Slab Top (Traffic Bearing) }� ROGER R FAMILY [)WE r. �NOl�7'I •N - T�JO F C UIRE'D �l SINGLE v.,., .,.,,. .,. ,, v 8' Dia. x T High w/ PRIVATE WELL ;' _ 3.I) FOR (.UI�ED CONCRETE DR3 © Garage Driveway: 1690 SF 1490 SF x.146' Rain = 280.5 CF Slab Top (Traffic Bearing) 294 CF A\ (100—q�—g— U G1 ,",p r e G N.Y.S.�� \ � ._. ,�OJa�i - F�-,r,,.u,�G R FLU�`�'31P,,� v Dia. x 4' High w/ ?i ° l 2O a 1� N ?. I;d aUl_t,TIGN 8'4 © Garage/NW House: 1010 SF 1010 SF x AV Ran 1 = 41.1 CF 149 CF � ^ �1 N O __—_____ _ —� N ,. Fi;`;••1L CONSTRUCTION (4PUST ARCHITECT DR Slab Top (Traffic Bearing) $l _ ► EE COMPLETE FOR G.O. RETAIN STORM WATER RUNOFF e' Dia. x 1' High w/ � • � D i __— o ^,i_l_ CONSTRUCTiGPI SI-IA+..L r1ET THE PIER 236 Rear House/Porch: 1104 SF 1114 SF x .144' Ran = 284.5 CF g 294 CF EL +32. i11 __— DRS © Future Patio•, 610 SF Slab Top (Traffic Bearing) —_ —— O___———— i � FEQUIf�E MENTS OF THE CODES OF Ni-1�1r PURSUANT TO CH 8' Dia. x 4' High w/ _ YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. DRG © Front Hage: 1305 SF 1305 SF x.144' Rain = 214.4 CF Slab Top (Traffic Bearing) 253 CF ______——— l t _ ' ''yt::SlGN OR COiSTRUCTION ERRORS, House, Porch and Garage Roofs to have Gutters t Leaders 8'� Dome: 42 cfO Connected to Underground Drainage Structures (Tgp.) 8'� Ring: 42.25 cf/Ft of Height HEDGE t t _ IFIFICA TIT' PLUMBING 2' WEST I I ` ALL PLUMBING WAS ED" c;UrOf rV("ENT E'"�C3'"'_= g,WATER LINES NEED --WOOD ► ;';;A7'E OF OCC�1F'.'`.".'''.Y TESTING BEFORE COVERING I 1 LDER USED IN R FORMERLY OF j I EXCEED 2110 07 ��' �• 4t'C?"_,t""'='"`-" " CONCRETE c<l LAND NOW O EST O I t e s COVER OR L JOSEPH B BEARINTRAFFIG C.I. GRATE REHM DIANE pWELLING SLAB PRECAST O FAMI"WATER SINGLE . CONCRETE PUBLIC ,I) I ( A Do J CHIMNEY (1000-81"�— I I , r I 1 r0 W 6"� I DRAINAGEI 2 o All exterior lighting PIPE 1 I i ; > �7° v O �+ 4 OY O installed,replaced or l „ l^ 1 TYPICAL ; t , z 72 o repaired mall conforc~s DRAINAGE o ° is= IS UNLA fFUL rr,, oc t t n ._ �o Chapter F-�--I RING N ,' T�`OUT CERTIFICATE Cf the To'r,'n Q > l I SOF OCCUPANrvv l , Dio��.er door U� l , ► and ducts*TOrll W 2 CLEAN SAND t _� i , It tcsting rcquircil . 1 GRAVEL FILL I L--------------------- TYPICAL SECTION DRAINAGE RING LAND NOW OR FORMERtY OF I PETER WALDORF I MARY P• JOE YEN I t DWELLING I ► SINGLE F AMILY 1 , +� PUBLIC WATER I D EXISTING ����.0 (1000-q1"�-5) ; WELL t Rp1N I Q�' (Aband(m) S P�-NrlN ASPHALT TRAFFIC V S Top Coat BEARING Base GRATE` tpODEDt �I t PIPE TRENCH W I t d- �CDDRAIN TO —* DRAINAGE RING O I t n STONE " (� t BLEND r O 20 _O � CROSS SECTION _ (SIDE) I DRAWING TITLE: TRENCH DRAIN 9 DRIVEWAY l I t I PROPERTY OWNER: SITE PLAN OR FORMER"t OF I I MARY JANE SMALL LAND NOW PEARSALL , Existing HAMLET: CUTCHOGUE KATHERINE y DWELLING I Se�tie T I TOWN OF SOUTHOLD STORM WATER POLLUTION PREVENTION � SINGLEEFAMILY DER LINO` I Drainage EXISTING x�s�ting I SUFFOLK COUNTY, NEW YORK PUBLIC WA I Inlet 10'-0" :o SANITARY CONSTRUCTION PHASING: (Ip00-97— —b) I ,� o• PooLeal I O I k� _, --- � Pool I ��' — SURVEY INFORMATION: I— EXCAVATE AND CONSTRUCT NEW (FOUNDATIONS. Itt3 ---' D�Rtt ►___. It R) JOHN EHLERS. LAND SURVEYOR d I IKEA RIVERHEAD, NY 2— INSTALL DRAINAGE STRUCTURES W 3— CONSTRUCT NEW ADDITIONS t RENOVATIONS TO RESIDENCE. , onc. SURVEYED: FEBRUARY 22, 2016 EL +29.9' / ash / -\\ I W JOB: 4- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. Drainage o. .........,�.::...- e ' .E1. , t Q.0O I Inlet Garage Drrvei�ay :y d. ipGf ��� N 5- SHAPE/CONSTRUCT NEW DRIVEWAY AND CONNECT TO DRAINAGE STRUCTURES. Z �� , (Bluestone Grr�eU c . d��'ico <� I RENOVATION/ 0o `3 /0 C I -rp. S2° �1 2� I ► o ,� ora ADDITION SITE AREA: 202,118 SF (4.64 ACRES), LAND DISTURBANCE: 18,000 SF _ _ .64 ACRES EL +23.1 r� .::t:, ?S ��5 `. ^o� ..• : .. ---DR#S ,. LOT AREA: 4 FILL REMOVED FOR CRAWL SPACE EXCAVATION t DRAINAGE W N EL +23.0' ———`_ t ZONING: AC 1055 SKUNK NY 1055 SKUNK LANE W _--— Belgian Block ..........0........ .......P...::' on�. ;y?'`..::;: :;::; �j, s E. STRUCTURES: 100 YARDS (MAX.) �, _ __ _ ——— B Apron _ Curb (Typ.) J .:•;•: :::: :::::•::•:y:'::• ... c` dr. ;;% , EXISTING CONDITIONS: MAJORITY OF FOUNDATION AND ALL OF BASEMENT ARE EXISTING, a. O r----- _ LOT COVERAGE (MAX.): 20% TOWN OF SOUTHOLD EXCAVATION REQUIRED FOR CRAWLSPACES AND SLABS ONLY O :.::. SCTMtt 1000-91-04-'.4 YARDS: Ul REMOVE TOPSOIL OVER PROPOSED ADDITIONS t DRAINAGE RINGS, - t --{ `•• ... PRE IOUS i FRONT 60' TEST OLE I SIDE (ONE): 20' STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. I _ Bel ran Bloc k '�' I SIDE (BOTH): 45' i D(att2 ✓� Curb (T 3�.�`.�� ` D ► ARCHITECT: ,- gip. . . "WOOpEO� ` REAR: 15' Stockpile _WOODED - ' �� �l, ,' Topsoil HEIGHT (MAX.): 35', l2 1/2) STORIES 4FREDERICK EASTi MAPLE ROAD >, ` Drai a , - GREENLAWN. NY 11140 ;_ Guest OriJefuay 1 I t -EBluestQne GYavel}' pR 4 — � ` = 52 Q l •. ATH B �` � ,tll' .,o �, ,-' ,I EL +31.4' WATER MILLP NY 11914 WATER A'•.• � ao oma, —!,, _ TEST HOLE DATA Ln I thew Water/ ��s ,,_ TEL 431 154-5555 1 / Service oo "' fiaeberarchitecta ahoo.com (PREVIOUSLY APPROVED SINGLE FAMILY DWELLING I � y TEST HOLE 0�4-28-98) !u PUBLIC WATER )!I� Belgian Block 0'� (1000-91-3-11.7) (FRONT) I Curb (Typ.) _,—' •�1' SEALS--�-"-h-•.,, LOAMI Belgian Blo w Driveway �� 2 0' I Curb ( luestone Ee d i SANDY LOAM Existing 14.01 Gas Mar QRttl �' "1)JOOpEp� G\ — 1 T�New Water -' Service _ Existing Driveway Trench 1 — _ FORME�5 OF �:•. ,. - r., ,..%;/ MEDIUM Entrance to be I ,_ c SANDY "Construction" Entra a Drain i I, — Np NO OLIVIN LING LOAM I ,,—" — LA Feb 0\0 0\0 DER -tll' tow Gas Service House, Location a SINGLPUgLICq p` 3� NORTH goo— Entrance Drivewa Avoid to be Determined `O W S I T E FLAN_ DRAWING SCHEDULE 1 O "Bottoming Out" ,40 2� 1 at Street DESCRIPTION REV.: AUG 20, 2018 11.0' Z Al SITE PLAN A2 FOUNDATION PLAN DATE: JAN 2. 2018 EL +21.0' r EL +25.0' A3 IST FLOOR PLAN SCALE I" = 30' A4 2ND FLOOR PLAN JOB NO: w201511 AS ELEVATIONS A4 ELEVATIONS DRAWING NO. Al SECTIONS A8 FINISH SCHEDULE, TRIM A9 CODE DETAILS SI 2ND FRAMING (IST FLOOR) At 52 ROOF FRAMING (2ND FLOOR) EI ELECTRICAL 15T FLOOR PLAN E2 ELECTRICAL 2ND FLOOR PLAN OF A9 0'-0" (Existing) '-2" 3'-6" 8"1, 4'-8" 8" 20'-6" ;,o I Future Outdoor I NOTES: = i �-------i 51_4" 51_4" 1- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER --- I r----� _J L_____-� L_________-- -- -------------------- , PARALLEL PARTITIONS AND AROUND ALL OPENINGS. j :r•: FREDERICK I r— -----------------------------------------------------, I 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. ROBERT 30'-0" I i 3- ALL WALLS SEPARATING GARAGE FROM HOUSE WEBER I �• I I :� TO BE I-HOUR FIRE RATED 15/8 TYPE X GYP. BD.) I �.. I I •. I I I .: I 4- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. ZID .. .• r I PATIO I �;. I 5- ALL COLUMNS TO HAVE 6"xl0"xl/2" B.PL. ARCHITECT Above I I (UNLESS OTHERWISE NOTED) � Piers to 9'-0" Il'-0" j I : ; j= Support Slab I I 00 1 1 Iw B I I o 6 PROVIDE 1/2"B XPANSION JOINTA TSLAB PER METER. �- i $�� 1 28'-8" $,,; I 4'-9" 8" 4'-8" 8" 5,_3" '� I - 1 -I- STEEL SHALL BE ASTM A-36 (EXCEPT I I I f - _____ f-- PIPE COL WHICH SHALL CONFORM TO I I I r+ I I 1 ASTM A53 ROUND PIPE). STEEL WORK SHALL I-- °p `'' I 1 L_____! L______� L_________� `~ CONFORM TO THE LATEST RISC SPEC. 8" _ _ Ill'-0" L-------- -------r ------------, I Ne 8" Thick P. Cont. _ j I New 8 Thick P. Conc. I o 3" Found. Wall w/ (2) 45 ' ' Bars Top it Bot. on I I Dowel Slab to Wall Found. Wall w/ (2) 46 I I 20"x IG" nc. r--------------- L- ----------- --------------i----i----i----1--- ---1----1---1--� Bars Top t Bot. on (3) Cont. 20 x 10" C t P. onc. 1 ,.:•.,; .:. :.• .: .. ;� ..• :. ,.. _ . . . . ; . I . ,; ; •:., ''r: : gid' '•,1. I Footin w/ ( ) onl PATIO I I r- r- #5 Bars $ 2" Ke wa I - I • tt Bars t 2" Ke wa iv I -- I ampproo eow_ xa e. I ;� r------------ -I r--- --------------------n •-- --� v- " I I i __J FT L__J L __ Footing to be 3 0 I 1 New I I New I :: I New I ," I mpproo eow ra e, Above I 1 Below Grade (Min.> = 1 1 CRAWLSPACE 1 1 I I I 1 Footing to be 3'-0' 4 ;y'I. UNEXCAVATED I I CRAWLSFACE = I I Below Grade (Min.) I I O O PIII _ _ I Provide U5 Rebar i I I 2" P. Conc. Slab ' I I « I I I I I I i 1 I Dowels 812"oc, 24" I $" I 7'-8" L" l 8" I ' 4 Reinf. P. Conc. 2" P. Conc. Slab UNEXCAV. I Long, Embed 6" into I I '" Slab w/ Haunch Edge I 4" Reinf. I I Exist. Found. (T .) I :� I I R, I _ I u. I •k. I I I w I I P. Conc. Slab J __z____ __, '� 1 (2) 2x10 1 " 1 DowelSlabto Wall 00 I 'i --' 1 '"'• I • __-- ,I __ •II' L__ �___�___ 1___1-- J .11 L________ _____ __ _____ __J il.. L__i_-- i____i-Dowel iSlab to iWall__ii_-u .1i. i x T ` I�1 L---- ------- .µ L--- ----- µ r lr•• a — r-- ----------=-------- ---- --- --------- -------- ------ -------- --- ---- Ir= r--------------, I r------ --- _ w GFI lr I GFI I I ITI ----------- 1 N r---------G I New YYGFI I „ „ : : 6X6 POSL NE'W I I I I I I xistmg 32 x 32 II „ « III : 111 I 1 dbb . • w I,n BASEMENT I iY SaniI Crawlspace 6x6 Post II Above �� 32 x 32 Well 1 III ► 111 p I I I I W 1 Access Above II 11 Crawlspace l 111 1 : III i I I I 4" Conc. I I II U Access u 1 III 1 : 111 Existing -a 1 1 ExistingI I 1 '8 1 1 S" Slab " 18" 10'-6" ° 2'-8" 11 ° II 11 ° 1 III 1 : 111 Enclosure I 1 o Enclosure I I = �{-0 I 8 -4 I = II Existing 1 �t 1 111 1 « 1 1 I I .. . .... ................. ........... .. 1. I i II .o II 2-8 �c 8 -0 18zo Drain w/ h e 1 1 II I 1 Existing II BASEMENT 1 : 111 l 1 1 I N v I Opening for -3 11 111 111 I x Drywell I ,. EA- I Ne 2x10 F..J., 16 c t " II 1 _ LU w I Stair Access II 4 P. Conc. t>_ 111 L Ili_______ _I _ - I Below i • , I I '� i � I � � O II Q Slab � II Q � ill--= ;DZ ---- �. ---------- _ _ i = I 1 1 x NII X 1 O i 1 11 N ,til*\\ ) 9 1 x Post ---------- -----------, i v I I 6 1 I 1 m in II rn II m illi to Wall rn I I P _ P P II P i r ` Existing - I co rn II rn 4 III �:�H I I O I I 1 New Gas ;DtweHe t �' 11 II N i- Il -4 ,_, Basement I I N Nx +� II x > II 111 x I Window Fu ed Bal rto �^ x NII 1 I W x 11 w XII w II I ' Fireplace LLI I I I i i-- 1 I I W II w II - II; III` Above I Cra I S ace Wall ao I j fi =--- ' • = 18" 6'-0" 6'-I" 6`-I" 6'-0" II 61_3„ 61 m3" 6,_3„ 6- IT-6=ir)-6-3" 6� 3 6'-3" 1 8" 1 = I -1 I • ' I 1 .� I' i � 1 °0 VI New � � 111 I I ' i9 +� ---- ` Existing (3) 2x10 II Exi ting cel II In I ( I 1 iv 32"x 32° I� �I 3„� ;Steel Pipe II : 111 ► I M x -G ' I ---- I I Crawlspace---, r---, r- -, r-�r ---------------- 11a II 111 I I iu N I .• L_____- .• I New I 11 Column on cs' l I 1 Access I E�kisting (2) 9 I/2"1 LVL, (Bolt (U 9 I/2" LIVL lorlgslde) I I II 24"x24"xl2„ z II z III XUJI I CRAWLSPACE I 6x6 Post II : 111 I L___-_--__ —'—' P. Conc. Ft : 111 I l 2" P. Conc. Slab 1 I I I I I I I I Above 11 9 III r---, :::'::: :-:-:-:,::::::::::::::::::::::::::: :I: 1 __J L_ _ __ __ 111.......... ........... .: I A I L_ _J �_--� r l II r---� r III Ln I II Existing (2) 9 1/11 LVL Belt q- -9-•l/2"J LVL Alongs4e) I I #it : 11IExistingl(2) 9 li'2" L L. (Bolt:(2) 9 1/2"1 LVL Alongside) �1-'—.—.�.—.—.-o- -7 —.—.�}.�. -ul— —1-0-1:—. R I �� 1 I CO I II ► 111 ;I II1 Existing I I :I: : : I 1 1 1— '\ I I DRAWING TITLE: Ne 2x10 F..J.. I6 c I i o Lw -J III _ 9 : 111 L___J I l I " I L---- ----------- GF�-------------=--- --- 7t1 � M=ire lace I 4 4 8' 1 cv I °° r� III ' I(1 ( 11 Foundation 1 : III ---Mew i r-i� :o �� I I 1 I 1 1 _ 32"x 32° II 11: 1 I = FOUNDATION I I -- ----------------------- --- ---------, III 111 { to Remain : 111 N I •� I :,- f----- I � I 1 � oo Crawls aC ll r- _ O_ .. I I I 6x6 Post I 1 III Jif I New' __ ° : Ilj o N Access Frew I j ' c' 1 I I 1 _n Above I 1 III VIII L----------- 00 - i I I I I III III r— - - - �° } 111 (2) 2x10 I RA L 1-R J X I 1 I III III Relocat cv O I 1 I - 1 PA L ,a I I W IMech. quip. ? _J 1 1 :o I III III - III I I `�_ III VIII 1 li c� 11 > Remove I I I X X 1 L_ � - - - -� II i al n n I ----- III a-III Q r=ll1-, Window Ln I I I u v 1 I -111 P x 1 � Illiy 1 ......Q: : B:lock 1 I _-- -J . ; z New 8 P. Conc. z I 1 III cvl III � N O:ening) 1 '�r I, --- ----- - p g I r--------- I _L------- -- ---- -found. Wall------------- --- -----J Ne 3 I/2"�6 P �N 113 Existing rn I I JOB: I i,. 1b _ =y , . "��__ S eel Pie Col. _ _ lul r------------- f-------� -----------�--------------� ---------, i►i 111 „ p „ „ X �,,, �I11' Column ntonl Pipe n 1 I z 30 x30 xl5 _N = New I o 1 - 111 -� III Conc. Ftg. w/ W N 111 24"x24"xl2" X _� : :..............1 1 RENOVATION/ _ 111 (3) #5 Bars Both X Itl- : w ccs ........ I I �E UNEXCA 1 e. ;r 1 « I I J _ w Q P. cont. Ftg. ;_ „ _: . ADDITION « - I 8 -911 Ways 22 2 111 IS 2 I' 8" 1 5'-0" v 11 I I 4 Reinf. I Block-up 01 1 I •I' I L__P..Gertc._�b.____ _J I I L__ Garage Door 0 ng. 1 N wl1 2) " « 111 « . « 1 _ - �' 1055 SKUNK LANE • ' --.--------- -- I 1 I 9 1/� LV 2 -8 6 -10 l -1 : . -1 oo - _ I Up 14 I "r , CUTCHOGUE, NY TOWN OF SOUTHOLO Ln O I 1 II 111 :Existing 200 1 = x F •. f- 1 i Remove t Re-pour I To Ist 111 g I 1 w iv I _J ..` Existing Garage Slab 1 I Floor db_ Ill r _ , Amp Electrical 1 I t--J L_ 1 i L ------ -- J1 -------- -- E.F+--------- ---- Existing (3)1 2x10 I 1 —. —.—.—.—.mo- . —. Service SCTM# 1000-91-4-1.4 ------------- ---- --------- I � � Existin I I r— --- -- ----'r---z---4---4---4---4--- ' --� j = Ne Li---J ' Re ove 1 Electrcal 2'-8” 8" 2 -O"1 L------- --------------------------- ---------J I Do el Slab to Wall o i Meter ARCHITECT: __ I I i Water r Ext ting J 1 - ---_--------°D ------I-------------- OD-------------- ------------ " New i 1 1 i4 Service------ t Oil: Tanks ___� I ________________ ________ {F I L _________J_-_ '_ ________—_ --------------------------------- _________ J = ------- FREDERICK R. WEBER I i Break-oft Upper---------- ;i ( = UNEXCAVATED I " I 41 EAST MAPLE ROAD Section of 1 " I *- Provide 45 Rebar �' _ _______J Existing Garage �� I 4" Reinf. Dowels 812"oc, 24" ;; GREENLAWN, NY 11140 I I Foundation Wall I r 1 P. Conc. Slab Long, Embed V into ;- I .n 1 Dro Found. Wall I ATH Exist. Found. (Typ.) -� I i `i� WATER MILL,NY 11914 I l a ppvhd. Doors (Tgp) L------------------------•------------- --J 1 TEL 431 154-5555 ` * I fweberarchitecteyahoo.com I I New I . : ` :: •. ., •. . , : :oa —1 ---_1 _________———J I I C E D 1 :• �-------�. - I � I •� r New S" Thick P. Cont. P. Conc. Slab � �- a------ -----�-- I Barsd.Toplltw8 (2) 45SEAL: _ J J 20"x 10 Inc. a- ( (3) Cont. r ,. _ B 46 Bars 11 2" Ke wa D I I •� j j D Al ampproo cow ra e, r . I I Footing to be 3'-0" O °- I I Below Grade (Min.) KEY: Al I I I I 6'-9" A7 8„ 6,_8„ L8- q 1 Existing foundation Wall cv � 23'-8„ 1 •8•' 1 22'-O" 16'_0° ..1.,,.. . Existing Wall Removed I I I I I r l 25'-0" I : • I 21'-6" 16'-6" r = New Foundation Wall j I (Existing) ' ; (Existing) (Existing) ':., i REV.: AUG 20. 2018 _______ � 1 FOUNDATION PLAN �� . �----------------------------------- - �•. 1 �0 DATE: AUG 28 2017 ' 1 r .. I SCALE: 1/4" 1'-0" 1 .. . .. . , --------------------------------------- JOB NO: w201511 DRAWING NO. 25'-0" A2 OF A9 FRAMING NOTES: CEJ: r----=-----� Future I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER iv I r Freestandng 1 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. I Fireplace I WINDOW SCT-•-fCDULC 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 63'-O" (Existing) FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Area » " EUPRIGHTS. = Unrt Model # R.O. Opng Egress ROBERT 4. ALL HEADERS 6 -0 AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9 -0 AND OVER WITH TRIOLE ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL i 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWING WEBER ® ITDH3644E 3'-0 1/2"x 5'-4 1/4" Yes 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODEI OR AS OTED 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. B ITDH3052 2'-6 1/2"x 4'-4 1/4" No 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. O O 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWING3. PATIO = ARCHITECT Bluestone Oi © ITDH3044 2'-6 I/2"x 3'-8 I/4" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNEC ORS BY "SIMPSON" OR APPROVED EQUAL. _ 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL p o B O ITDH2644 T-2 1/2"x V-8 1/4" No AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. O 8'-0" 9'-0" �� 13' 0" 11' Al 11'=0" 4'-9" 6'-0" 5'-3" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INT RMEDIA E ITDHTR3616 3'-0 I/2'x I'-4 I/4" No Tff II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HU E TYPE CONNECTORS BY "SIMPSON' OR APPROVED EQUAL. Gate 17 1 12. ALL PRE-ENGINEERED LUMBER SHALL BE TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND L PRODUCTS R EQUAL. ALL JOISTS. `~ O ITDHTR3016 2'-6 I/2"x I'-4 (/4" No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER RECOMMENDATIONS. WEB STIFFENERS - SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RI 01ST SHALL BE REQUIRED AT FLOOR I'-ll" 5'-2" 1'-li" C; O IAWN2523 2'-I"x I'-II 5/8" No PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACT ERS RECOMMENDATIONS. ' . " � Al 2 -8 2 -8 6 5 -�4 6 2 -8 2 -8 • 13. ALL MULTIPLE LVL PRODUCTS W/ STEE T 2 I/ L E BOLTS a 24" O.C. OK Above 6 Ab v a Above 6 Above O ITDH2452 2'-2 1/2'x 4'-4 I/4" No v- 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. J O � ®Fixed O ®Fixed PATIO O ITDHP6252 5'-2 I/2"x 4'-4 I/4" No 15. BRIDGING TO BE PROVIDED FOR ALL J ISTS AND LOOR BEA S. SPACING NOT T EXCEED _ -----beam------- ------ - _ A_ ----- -------------- -- Bluestone- ITDHTR4214 5'-2 1/2'"x 1'-4 1/4' No FF, _ O� e REAKFAST OAboveREAR :PORCH ® I AP I ® p_ ---- - --1 ' :,z Bench i I I p 2'-6 1/4"x 3'-11 13/16" Bluestone E bove E Above i = CUDHRT-NG2422 No 1 ®-' I ©-' © Q I I I O © (Rad. 4'-3 13/16") Dog rea 1 _ _ _1_____ I N :� - O 1 L" •� 5' 16" 6" 2`-6" 3'-8" 2' 6" I' 10" 6"O 8'-0" 6„ 13'=0" O 6" I6'-0" ' 6" 2'-I" 2'-6"CO 6" 5'�4" " 2'-6" 2'-1" ., - i9 I OOle » » . 81 » ' _ Above``� I Hose F Abev 8 2 _8 6 5 -4 6 2 -8 8 I I Hoe g en I I Line of verh n I I �� i 4 6 bone 2: 5 bove 4 6 bov I gjB1-6-Beam -- -Beam--____ ________ __ I Model Numbers Refer to "Marvin', Integrity Wood Ultrex 4X4 6x6 = 6x6 6x6 I , I O ou le-Hung, Picture, Awning, Etc., Low-E2 w/Argon GlassD b i Po® Post ;� Post ' X11 ' i = I I I Custom Size rT, iv ao 1 - ink DW i I P A ost I p q / I I w Gat , i iv S Ives O O O O = '1 1 SIr I I I I O _ q' 11 16'-0" O 110 13';0" '� I 16'-0" 6" 1 15'-6" � I 6»I I---4DOOR SCHEDULE ooi Dog Areaa- --; I I __ __ ____ __ I I = _Beate------ ' --------_ I /� I I --beam-------------- --1 r---p --- - Model -- � i I f-- ------- -- r--_N ------- ------ I �/ I I = Unit Front Door, Transom d Sidelr Width E Height O " ° L H ks DW i 1 1 I I '1 I MASTER BEDROOM I I - x C (Door) OL r _ , i I I I I = I I = O tes w/ Transom Above t) Rail v- _i ("Simpson" or Equal- Custom) Fen:e — -----, .......... I r -;Q i I I DINING ROOM _ I I LIVING ROOM 1 _ 1 2" ool �i I oo "Marvin" " - I / I I O5468 XXL 5-4 x 6 -10 1/2 4IIFD ................................................. .......i I �. .. .........hrebax.. .... 'Wall I / 1 8'Wall I Integrity Wood-Ultrex Inswing French Door (R.O.) :........................ F 8 O '- v ° KI CHEM �- I 1 'v oo I I :o Stony {�. (�. �, » » Hear h /� I I Marvin IIFD5448 XXR 5-4 x 6-10 1/2 10' Clg. Hgt. O Integrity Wood-Ultrex Inswing French Door (R.O.) 30" I � I I I I tj Pitched I � I Pitched I 3 'ao I i W i 2'�0" — 4 -Co 4'-6" 5'-0" I j I I �Yg I i Clg. I "Marvin" IIFD2868 O 2'-9 SAVx 6'-10 I/2" I I I 1 I �' ® Integrity Wood-Ultrex Inswing French Door (R.O.) -----=--------- -- — — -- ;0' I I I W __beam_ r---- beam--- ---^-------- / = I I B `�' x 5 Marvin . 5'-4*x 1-4 I/4 ------- ---•-- O LAUNDRY Utrl. i `° q I I'-Il�lfq' 2' 2 I/2' 10 14' w O Integrity Wood-Ultrex Transom (R.O.) CountertopSrnk i p I I I I Sh Ives vl I -_ a - "Marvin" 2'-9 5/16"x 1'-4 1/4" w/ Cabinets i ' I I I I = ��'I 'n 1 I /}- U - / I - © Integrity Wood Ultrex Transom (R.O.) 00 I i I I I I — / 4 32' Med. Cab. I 1 `�' 1 D WaO. / ---- - m „ 1 ..r..... ......_. ........... . .. .......................................I...l........ ........................................................... ........t..l.. 6x6........ ................................;.......................- < / / I "Simpson", Model 1508R ..... i Post I 2-8 x 6 -8 (Door) (C s) _ O _--�► (2/3 Glass-To Panel-Bot.) Al I Desk M (Over `� CL• 8' Clg. Dual inks I A i P 1 Trimmed Ref. ----------------- -i Girder 10 Clg. _____ Hgt. 8 Simpson . Model 1508E » » DRAWING TITLE: (2/3 Glass-To Panel-Bot.) 2-6 x 6-8 (Door) 30N I -1 f Opening iti Upper Cabinets r'+ Below) H9t_---- -_ _ 9- r IIIi I r p' �.� ------- ine of 2nd Floor V 2'�1b" I "Simpson", Panel Door, L 1 -- — ................ . ................ -- --------- I 2'-8"x 6'-8' (Door) IST FLOOR z.. " . 30 . Post 30. �.e ; ------ 2,-8" 6'-10" 2'-17T 8" _ 3O„ T•ub... O Panel-Top. Panel-Bot.) —•.._ — — - Y _Dn 14R 1 M R- HALL Q � i i° Re'f. i Trimmed "1 „3'2 � w- ' 00 id" 3'- 4" II'-2" — - -a� ¢" — 8'-10,. 4» q'-0" -- i 6_".; - 0 B"-- 30 12'-2" :0 ening �„ 50-0" 6 '-8., ,. » » - ��-Ox 6„ C'4 1 PO R Mta`DRG?OMj �O 30" �? PANTRY BUTLERS .PANTRY H cit.g Zbq 8' Cluj \ r QH C, Note: Verify Operation I 30° r of All Doors Before AC 42 C #IW r / Bench = W t Ordering r O W r �----------u ,� 1 �� l� W.I . 24.. I - M C bier11 30 iv' ----i i I Rail I /'� ; .o �a Clg. howe i {-} I 7 _ :fl i I '� I FOYIER I' � v H�t�. Ben h at-g` I'-Im14'-T- �TO 4"y JOB: I M I l i I 9' 2» 4, 3, 4»� , I I I / S » Insulated a. 1 1Newel - I Open to 1: 6" I ` -- ---- ----E - 4 4 6 4 I ,-O» RENOVATION/ r ' I ADDITION Hose I I I 4,-2'// 1Y 45 Min. Self- I ' I IPost I Abovt I r Niche Bib luestone = , � Closing Fire Door ..••� I I I I 1 I� ----- , I O p i' 9 Arlia of Existing Garage _ - , 1 Hanging I v Stoop 7v I v I Han rn I I I I Fav (Roofed) -M Platform I --- I / ----+--- 1 1 1, 1 MAI 1 STAT I I 1 I ; I I I Io> 1055 SKUNK LANE I -- ------- -- — I 1 Up I1 I 1 I: = CDATS I I - r I �, W.I.C. I t, CUTCHOGUE. NY I — ------ — I I 1 I: 30" " 1 ' ;, I - J\ /, " I 1 I v AC #IB i ---Ari -v 4'-10" 21' 6 129 1 1/2" : 4 5 1 4TOWN OF SOUTHOLD INLrne er " �I 8�'Wall I �/ DRESSING 28 r'_I 8'Wal HB bse I I -_y______---- I I ARCHITECT 1 i G �° 10 OG Pitcly�d� 10' Clg Hgt. I P tche .............: 9 -0 Existing.,fff. Conc. tiara a all Lowered Below New lab "2'- 4'-9" I' 4" 3'=0" 2 I'-4` 4'-9" 2'-0"I' 0" Clg. I ____+Clg� ......... ...... ... ....... ...... ........... .. l l Hanging 1 I I............... 9 9 I FREDERICK R. WEBER Lin of Shed Dormen Wall Above 1 I FRONT PORCH 1 41 EAST MAPLE ROAD 1 O I I = l I GREENLAWN NY•11140 Bluestone » a I r " _ » TT---- ----- ----------� 6 1 24 t01.4" 6 6' N e e 52 NOYAC PATH 1 I........................ .......................... — — Ln I I OAbove OAbove WATER MILL, NY 11914 Cr 1 I I I I --- ------ ------ ----_ _ ------ I I TEL 431 154-5555 I iv I -----�-- ` ----------- --�--- ------ fweberarchitect8yahoo.com P. onc. j N I `�' St ps cn 5'-1 I/2" 2'-6" 3 2'-6" Aprpn I 4" PI Conc. Slab 1 I w/V r6" 10/10 I I r Columns SEAL: -- ______ _______- - 5'-1" 6 Pitch to Overhead Doors = I E Ab ve \!(E3 D 1 -----_ ------i O 1 i O ol Al I I I cv I I Al I I j 9' Wide 8' High Cn O Overhea Doors I All Wallh $ Ceding - — — — — — — - s I I ("Carriage Style"), Typ. 1 of GarAge to Have vl 1 5/8" 1pe "X" GWB, SQUARE FOOTAGE: >I I Taped Spackled FLOOR PLAN Oi ��Lin of Shed Dorme+Wall Above------ I 1ST 0� IST FLOOR: 2438 SF v I I 2ND FLOOR: 1598 SF -1 1I i I I REV.: AUG 20. 2018 -----:� ------ I , 4036 SF DATE: AUG 28. 2011 GARAGE: 113 SF SCALE: 1/4" = I'-O" I FRONT PORCH: 154 SF �O -{ O O REAR PORCH: l8 SF — 4/ _ ��Bracket for JOB NO: w201511 --Above( -fl l5ove--©Ab01 -- - Hip Roof 4960 SF I. 1'-`1" I. 31-011 3�1. 3�-O" �t 3,_0„ Above 10-9" L DRAWING NO. 25'-0" A3 OF A9 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WINDOW S C T�f C D U L 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BUnit Model # R.O. Egres E SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. FREDERICK 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLEOpng UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ROBERT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. WEBER ® ITOH3664E 3'-0 I/2"x 5'-4 I/4" Yes S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-O" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. ITDH3052 2'-6 I/2"x 4'-4 I/4" No 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. B 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ITDH3044 2'-6 I/2"x 3'-8 I/4" No ARCHITECT © 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED'METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL B O ITDH2644 T-2 1/2'x 3'-8 1/4" No AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 9 4" O.C. EXTERIOR EDGES AND 0 9 12" O.C. INTERMEDIATE. Al O ITDHTR3616 3'-0 I/2"x I'-4 I/4" No ll. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 8'-0" 9'-0" 13'-0" 11'-0" 16'-0" ITDHTR3016 2'-6 I/2"x I'-4 I/4" No 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS R EQUAL. ALL JOISTS, O GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHA-L BE REQUIRED AT FLOOR C O IAWN2523 2'-I"x I'-II 5/8" No PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. Al HO ITDH2652 2'-2 1/2"x 4'-4 I/4" No >s 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Rail 3'-0" Above Deck 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. -------------- = O ITDHP6252 5'-2 1/2"x 4'-4 1/4" No -0" 1 3'-0" " 3'-0" " i 2'-8" i ITOHTR6216 5'-2 I/2'"x I'-4 I/4' No L. 1 1/2 T-2 - - - 2'-8• I 2'-6 1/40x 3'-II 13/16" ------------ I IN - eking - © CUDHRT-NG2422 (Rad. 4'-3 13/16") No I FQECK I R I x F Ion 9 N , I I I I I _51cepers QCP INVVI r..., IhI --------_ 1 I ° ® ° I --�® --------------- _ ------------- ------------------ ------ Model NumbersRefero ' rvin', ntegriWood e i r------- Double-Hung, IE2 w/ArgonGlass F•L� I I I I I I r I I P A I I Walla 51- 1 i' 24„ i 5-_6- i Custom Size I I I Above y�ub I. I = :1 Tub I I I 1 W IO�i IC�. Tray Ceiling i I Wall >� j H I I I j j 24",r 2'j r j0n V-4" — 2'-2" I I I 1 rn 1 I 1 W I I I p T/�-� DOOR SCHEDULE V1 01 I 'c� I I I I I Cab:. I I I r , Unit Model # I I I lass 6 1 6 Width t Height I 11 i� 1 j Niclesu 'v 1 t 1 I Front Door, Transom t Sidelites31 x 6-8, (Door) I I I M ————— —— �-� She v I = I , .. ... SS (� 1 O ("Simpson' or Equal- Custom) w/ Transom f S.L.) I I I 11 I I—— O _ I I I (2) 11-4'x I'—ON 1Wall {� Wall I? I- I I \ _ Intearit Wood--UlDtrex Inswing<Fr nch Door R.O.) 6-1p tee" I Wall_I a10 -I 1 1 i GU ST :BR � howe � \ j BRI i O i � _tr i 2 1/211.4 28a iv I ., I I i i I 9 9 "Marvin" IIFD5468 XXR 5'-4'x 6'-10 1/2" I I " I 13'-01 I 4" 1 5'-4" 5' 10" 4" U 1 Ib'-0"' I Ica' " I O Integrity Wood-Ultrex Inswing French Door (R.O.) 1 Omer Wall 4 -10 I ' I6 -0 9 y 9 1 .. .................I........................ 1 1 �/ a 1 �� I , I� „ , 1 28 I I I �. I i Is Marvin IIFD2868 O 2-9 5/16 x 6-10 1/2 t _ .................. ..........�. ...,.... ea ® Inte ...1. 0.... = ' ` 1 1 WIC 1 4 Pocked I i •� I `� I Ja/� o, I: Chimney 1 grity Wood-Ultrex Inswing French Door (R.O.) « I U L I i U 1� I Inte rit Wood-Ultrex Transom (R.O.) I in I I u, d, "Marvin" 5'-4'x 1'-4 1/4' ROOF 4 i i RE SING i y i �� i 5 9 9 Inte"Marvin" rit iWood-Ultrex Transom R.O.5/I6'x 1'-41/4' Ridge ��1 i� Ridge i� --------- „ g y A 1 © ... . . :..................... .. —_ — ——— — ROOF A O P Model �508R >------------ ------------•--- -------- - ------- k "Simpson". , _ _ I I 2-8 x 6-8 (Door) Al I N IGLE UPPER HALL : 32° I i`\ ea ��Q A� l2/3 Glass-Top, Panel-Bot.) __�_g ___cn rz�____ 1 I J I "Simpson". Model �508L " DRAWING TITLE: /� I « _ « « � (2/3 Glass-To Panel-Bot.) 1 6 4„ 6 -2 i ———— —— ——— - 1 \ 1 8 2'-6'x 6-8 (Door) 28,' 1 2'-8'x 6'-8' (Door) 2ND FLOOR _M O v �i .o ----------- — 1 y\ Ridge I ® (2/i3pPanel-Top,ePanel-Bo) 1 a I II I j 6• ormer Wall 1'-2" 6„ 2; Or r. ....... .�o""� " _4,r 4„ 6,_0, 6" , 12,_2" 4" 5, O, - 6 I It-O I 1 N 24" I 28" 1 1 I Note: Verif Operation i I 1 1 .. ........1........ vA N RY _ 1 1 y s y � y P t 1 1 "' I 1 �° ,� 1 `\ UPPE,;1I"QYER WICi \ I I 0 1 of All Doors Before I 24 1 28 D I ��� I d� �� I `� 1 Ordering L_.1 I l f 1 1 I I N I 1 �o I I JOB: t Line of Ne G r e Wall!,(2) tep Down ta\BR 2 I I I I 1 I t 1 1 I RENOVATION/ _ ADDITION I I O I I 1 -- On 2R �► I I I 1 1 I \ L 1 1 I Dc)rmer Dormer I Dolrmer ` I I I 1 1 I I �y i I I I I ________ _______� I I � I , � � 1 t 1 � 1 1055 SKUNK LANE -------- ------- I 1 1 1 1 CUTCHOGUE. NY I O I O oil � I 1 0) 1 U7 07 al K37 WIC I � i \� i cx i Wall il' i i a nc \�� i TOWN OF SOUTHOLD I I 1 N4s SCTM# 1000-91-4-1.4 4 42'� 4„ 5,_4" 6„ 6a 3'-4 �� Wall 1 r i , -ic, ARCHITECT: 1 Lihe of Exist ng arage�lJall I w=( o be Remove ) I'- "2'-6" I'-3" I'-3" 2'=6" 1'-3" -3" T-6" 1'- " 1 - FREDERICK R. WEBER 2 I 51_0" 30_91, 51 :ON` 3,_9, 5,_O" I I Dormer Wall 1 ;r I ------------- _—_—___—) 41 EAST MAPLE ROAD — I Cl. GREENLAWN, NY 11140 1 `v Dormer Wall I I ROOF I I 52 NOYAC PATH B 1 I I I WATER MILL, NY 119'14 N I II II I I I 1 1 TEL 431 '154-5555 ----------------- '` ----------�" fweberarchitecteyahoo.com I 28 I I 1 I I SEAL: I T II e = a I e a - - ;° Oi.. ....... .... .. ....... .. ...........................................................1.................. . ........ ..... `. o aD CV O k<> .% D t I I D A l 1 I 1 1 SQUARE FOOTAGE: ' Al I I 1 Al ,�.� 1 11 2ND FLOOR FLAN I 1 1 �0� 2ND FLOOR: 1598 SF 1 I I (Upper Foyer 221 SF) N u n 1 " ,— " orm¢r WpII 6 3-I 13'-44OCI 411 2 8 6 3 10 I I 66a I II IN Dorm r Wall -� --; I I I I I Wall »15'-0" I W II as Slur;_it 1 REV.: AUG 20. 2018 1 1 Above( SubFl. 1 A ove � . = I I = I 18 I I I I �' Clg. l 8'-0" I I I AboVe SubFI. I I I I 1 4 1 1 1 1 DATE: AUG 28. 201'1 14 SCALE: 4" = I'-O" ® ® JOB NO: w201511 8'-6 I/2" 10" 3'-0" 3'-0" 8'-6 I/2" DRAWING NO. 11 Ir qq q 9'-0" 25'-0" 22'-0" 16'-0" Ir Ir Ir Ir A4 OF A9 FREDERICK ROBERT WEBER r:. r . r r � ARCHITECT i r 12 4 1/2 1x8 PVC AsPtalt NOV Rake Bd. w/ Shingle Molding t 12 r- -� rr is � lx6 Frieze Bd. ------ e----- r ` �� " 12 Sidin �� _ _ \` \ - ' - - - - - - - - - - - `� - ------------=------------ - - - - - ` ------ - Ix8 PVC r I� ____ Fascia Bd. 12 r � r/ \\ ® ' I I � O O /r I 1 \♦ r I a ` Of R d a r � 74 r: r' r --------------- ---------- ------ ------------=------------ --------------- ------------- T� ll r — I ----------------------- I ------------�----------- II —————————— I T I�--------- - - -- - -------- b K Fascia d. W I •+ rI + I I II H B B LLU D O � � ii o 0 2 0 4 3 4 2 9 I � r ` I Rail Around \ Areaway r r r — —________ ___ --- ___— — III1.4 ------ ------------------------------ --------------------------- -------------------------------- ----------------- ------------- ----- ----------- ,.� I I I I I II Stone Veneer on Porchl --------—_—__—_——_ I I I I I I I I I Found. Above Grade I I I I I r 1 1 I I I I I I I I I I I I L_------� I I I I I I I I I I I I I I I ---J L�- L �I-------1 I I I I I I I I I 161-0N I I IT-011 131011 8 F------- L 4 ------L-------4 1 I L------- ----------------------J-L------------------------------------------------------------------=----------------------J ------1 i DRAWING TITLE: L --------------------J-L-----------.�_----------------------------------------------------------------------.-------J I I I rj ------- I ELEV,4TION5 NORTHEAST ELEVATION ti --j --j SS Rain 1/4" = 1'-0'1 Cap 12 Wood Frame SS Flue Enclosure, JOB: 12 Face in Veneer Brick RENOVATION/ ADDITION !��p4lt Root 1055 SKUNK LANE 12 ' ` CUTCHOGUE. NY TOWN OF SOUTHOLD SCTM# 1000-91-4-1.4 5 I/4 a 1x8 PVC ��� ��\ �r �� rr �\ r ♦` Rake Bd. w/ r r Shingle Molding t _ _ _ ` ___ `1 -- rr �\ �r ♦` 1x6 Frieze Bd. ' `� r r 12 ARCHITECT. I 12 Ix8PVC ..................... ... .................12......... .................. ... Fascia Bd. I : FREDERICK R. WEBER ............... .... .. `� .... .......... ..... . . ... .. ... 41 EAST MAPLE ROAD ` GREENLAWN, NY 11140 52 NOYAC PATH Z ` WATER MILL, NY. 11916 TEL 31154-5555 5Nberactc � ahoo. om — -------- — -------- ----- — ———— ----+— ——- — Ix8 PVC SEAL: I I ------ -� ------------------ - Fascia Bd. F------_�-_---- - - --- --- - - ---y-------�----� --- -�- --------------------------------r-r- -, -------------------- Half Round ---- --- --- ----- -------------- r White Alum ------------------ RoundLead . , Brackets 1-JGutters -------------- r ers ....... .. .... ............. I!..i .. o ... in e.... . .......I.. ...... F � Mi -- \ - / \ II I x I x -- - - / \ �� assn s I y asin s r: II I II I I I I A A ,q -------------- I - O O O o 0 0 _ _ 1.-9" 31_: 1121 �' _ _ " I 1 _______ __ x ost I I tra To E of TrimREV.: AUG 20, 2018 ---------------- _- FREDERICK ROBERT - ------- ------------------------- 12 WEBER -- ---- ------ -- --------- - 12 ARCHITECT hed-Roof y4 e-4ona ------------ ---�- - ------ -rr------------- - ----------------- 1 - - ----------- i 0 ............. .. ................................. .....y..................................... . ......................................................................... ...... ................................ ... I I I o110.4 " 11 I N _ / 1 O J- _ _ ___—_ _ ————————_______—_ - r i i W _____________ � I ' II ® II Overhan t I I $racket I I I I I I5/1xi FIVU �1 I I I I I I Casings I I I I I I 1..�� I I _ I I I I UJ od I I IIIIlI I I In I LE) ooAo wV l o I I b II II 1.4 Shingle Flare I Shingle Flare --- F----- ------------ - ---------- 1 ______IL _ ------- --------------------- _ _——_ __ ______________________________ __—_______J Stone Veneer on Patio/Porch Found. Above Grade 20 -0 11 I I I ' " I I I 21_0 " I "I � I I � � 141-1 18 � V 1 I II I SOUTHEAST El ENATION I DRAWING TITLE: 1�---------------------------------J I --------------------- 1/411 L-----J—_JI I J L___J ELEVATIONS JOB: RENOVATION/ ADDITION ———————— 1055 SKUNK LANE CUTCHOGUE. NY ' TOWN OF SOUTHOLD SCTM# 1000-91-4-1.4 ARCHITECT: FREDERICK R. WEBER ............................. ................................................ 41 EAST MAPLE ROAD I I I I GREENLAWN, NY 11140 FFM I I I 52 NOYAC PATH WATER MILL, NY 11914 I O B IWood I O In e O I TEL 431 154-5555 / I I � 1x8 PVC I Siding: I Sh ngl Rake$d.Mold/ g ! /// I I I I Pweberarchitecteyahoo.com lx6 Frieze Bd. / ---------- ----------------------------- ---- ------------- _ SEAL: ---- 1x8 PVC �.. -------- ---------------------- ----------- Fascia - ------------- -------- -- ---- - ---------- - -------- ------- �, . 1 ------- ----------- -- ---� ----------------------------------------------- --- ---------------------------- I _ .... 7' .. ................... . ............................................. . ................................ . . ............. .. . .. ............................................................................................................................................ Overhang t...... I o D o I / 1 -7— I IIbtle I II r ____ I I I I REV.: AUG 20. 2018 A- ——— ———————————————— _ _ ------------ L___-----_- -- EShln le Flare DATE: AUG 28. 2011 ---- ----------- ffit ---- g i i I I I I I I I SCALE: I I II I I 2I-p" 4'-0" 8'-8 I/2" J 3 -6" [61 3'-2" 9'-0" " 9'-0" I JOB NO: 401511 =6=0E:__= i i i '-J �� 3S'-6" k� 20'-0" � DRAWING NO. - I ,- NORTHWE T ELEVATION --- — — T— A 6 L J I � I I rj OF A9 L-----------� FREDERICK 11 1/8" LVL 11 1/8" LVL ROBERT Ridge (Strap) ..... ........................................................... Ridge (Strap) ..... ......... .. ........ ......... . ..... WEBER BR 2 Gable ......... ....... .......... ............ ....... ........... .......... 12 12 [77 ....... Lower Ridge 12 in Center Section ....... Guest BR Gable ARCHITECT ------------------------------------- :7 -7---- - --------- ------- ------------ ---- Closed Cell) 40 Cl .. ....... 2xIO RR, 16" oc ray- rz --------- -------------------------------- -------- --------- ....... 2xI0 RR, 16" oc in Rafter Space (R38) i Gable Projection ..... ....... I TIC ------ . ...... ........ ......... Hurricane Ties ............. U, 1------------------ All Rafters) ............. (All Rafters) '��TII`q Ceiling Lap Plgwd. Sheathing • 2xI0 C.J., 10 oc Hurricane Ties 2xI0 C.J., 16" oc b 2� ---------- Over Top Wall E, Lap PIqwd. Sheathin�,p yP 04 Over Top Wall R. Gable I r, r \ *% CC) Dormer Dormer Hdr. -0. 19'1 L 5/4 x I Ipe Decking on Z-4 Pressure Treated UPPER FOYER1 HALL: DRESSING 1BATH I UPPER FOYER1 bo 2" Closed Cell Spray Sleepers 1 I Q cc 12 -Foam Insulation (R12, min.) 3/4" P DECK 12 Membrane Roofing 3/4" plgw( . 0 lgwd. .. A�-... 1 -Subfloor Subfloor 3 1/2' F.G. Batts (R13) F� I 3/,q* PI wd. on 1 0, 11 1/8' "1" Joists " % I 11 1/8' "1" Joists I PIT Framing 10':4" Roxul" Steps to \111 oc. Tgp- So 50 VC1. und InUl. Garage Level Bolt Post to Frame, oc, Tgp. "Roxul" Pitched Sound Insul F L.C. Copper Boot (3) 9 1/2" LVL T. SZ9 M M Headerr, Encase r In IAOI PVC Trim Hand Raiiv l ------------------------- V 1- I .V. 3' LSI I : I I a 5'-II" " :6'-0" 6 5'-II" I Transom -0. 6x� Pressure Treated 0 L LL. F-1 - I , ; ; I I I ZA %, Zee r I I':I I I I IT 2'- 14, 2'- 1 PVC Tapered Square 28 1 1 1:1 Trim, :Strap Top 11. Bottom Ib /I Door Post, Encase in IxI2 Frp 7�p /I-61, 3, (Garage) T I I T FRONT 'F� Door to LIVING ROOM:PORCH F( ER DINING R0707M =FRONT:...�ORCHJ F( YER Zo 1i Ll fE Covered bo In 1 0 Basement all 6. 3" 31, 130-2" a, II 181-10 20 3N a I — . . . cat on Existin�.J., Neill pica) 1 6" F.G. Batts Bluesti*e in A I Porcleis: I IV F.G. Batts -Settih B Bluestone ons I 2xIO F I i r2xlO F.J. 1'.0C 13105t0ne ons I I F 1:1 Voc (R21) -1 ! 2xio Voc (R21) ed J., inf. Sfab�-L K 11C i � C X10 A- 3" losed Cell New (3) 9 1/2 Existin F-F se e Existin I.A I b, 4*1 F elation on ZUr tion on (2) 9 ?/2" LVL Girder, .1Dowel inti2 Cal Girder Under (2) 9 ?/2" LVL Girder, Dowel intoSill""Box Sill" Bearing Wall Bolt (1) or (2) New 9 1/2" Exi5ting P. C 6a Slab x Bearing Wall Bolt (1) or (2) New 9 1/20 :SPACE Found. t Above 51 t L 8. LVL to Existing Gir:Ier II,-I- 8't Found. 1 1 8' 4 -1 12 -ON 8. Above LVIL's to Existing Girler New P. ConcJ 6 L 8 2 1. 1 .' .I . I — I I .111 Found. Wall w/ New P. Cont. IF '\,-New P. or�- Existing (2) 45 Bars or�- Existing <t Existing Pipe ExIsting Pie S; Found. Wal Found. Wall:III/ 14;I Lop B,�t -1 _L L _Loml Column t Rg. BASEMENT Column t Ftg. D r 0 45 1 -.�-E>isting BASEMENT Existing—> Existing > (2) 49 Baf.si X (2) 57< Existing Top t Bott6m Basement LU Basement Top 1 Bott M Basement LU Basement --- ---- I I Wall Wall Wall Wall 22"xio"i Ci)mt. Existing 2"x10"' Cont. P. Cond. Fdotirg Existing P. Conc. Footing wl (3) 45:Bans Basement Sla Basement Sla wl (3) 45 Bars F A rl DRAWING TITLE; L---J L---J SECTIONS SECTION (CC SECTION 11 1/8* LVL Ridge .......... ........... ........... . .......... ...... ... ....... ...... ......... . ... . ......... ... . ..... ... .. ..... ........... ........ ........... .......... .......... .......... ... ......... ......... ......... ........ ....... ........... ........ 12 JOB: 12 Ridges to RENOVATION/ Asphalt Roof Shingles Align 11 1/8" LVL ADDITION (High Wind) Ridge (Strap) 12 304 Felt 12 ..... ATTIC ..Xio.... N ....... ... .... 1055 SKUNK LANE 518" Plgwd. Sheathing 4 1/2 2xIC RR, IV c 2xlO C:J. CUTCHOGUE. NY 12 16" oc 5 1/92xlO RR, IV oc Shed OF TOWN OF SOUTHOLD 00 Dormer ......... Strongback! SCTM# 1000-91-4-1.4 - Ice ...... ................ .............. 100 Asphalt Roof Ice Water Shield x8 C.T. tBeq'oni jf� - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - 10 ......... 10 Roof Perin .................... -------\,-� 304 Felt ARCHITECT: Perimeter -C Shingles 14 M 1 5/8" Plgwd. Sheathing of :2 OF 00 V 00 N 41 EAST MAPLE ROAD 00 12 GREENLAWN, NY 11140 9 1/2" LVL c 12 10 2-10 RR, 10 oc FREDERICK R. WEBER (To Get 2 e�nt 0 ,4 00 0 vF 6" losed Cell A: '0 N pray oam nsulatl� FB R 2 01 4 111 ATH] UPPER HALL [BEIDROOM I in Rafter 5pace(LR�8) 52 NOYAC PATH WATER MILL. NY 11914 Rafter Bearing Height 0 of! Floor over Garage 1% 10-001, 4 9,18f -Joists 11 \ -1 co to be V-ii Lowe 0 1/8" 1 % 1 3/4' to be on Top or OF k. 1'�i Hous TEL 431 154-5555 #4 Than e Icii (1) 2x4 P- on Top 3/4" Plgwd. 01 House Floor .... ........ Ice Water Shield rweberarchitectOgahoo.com 00 of 2nd Floor Subrloor ubfloor ...... ............ .......... Roxul" 80-2- 8'-2" 1/8" Jas Building Perimeter 12 ound Insul 4 p 11 11� 0 oc, Tgp. Hurricane" Straps Alwd. Subfloo it -ri I , 154 on All Rafters (T9p.) SEAL: Z Cq I-Joists, 14" oc mm M M M 4 1/2 Plywood to Lap fr=1' fl - - - - J X ........:. ------------- .... ........ ....................... To a .................. ............................................................................................................ ..................................................................... ......... ........ ............ r------------- 1/2 Round /-Alum. Gutter (3) 11 1/8" LVL Provide 3/4" op, C14 1 Walls (Typical): s. a oz U 4 pray Walls (Typical): : Insulation((RL8 Plgwd. Web COP (3) 19 1/2" 1 VS/8" Type "X" i Stiffeners For - ----------- Wall of is,-V LVL (Flush) L Red Cedar Shingles This Location riaster bedf T, M, Red Cedar Shingles a 5 1 Exposure) (V Exposure) "Quiet Rock' Ceiling of Gara 304 Felt ge ILAUNDRY] L -1 1KITCHEN] 5/8" Gyp. E 301t Felt INIOU RO ----------- C14 ;7- 0 MASTER�BATH 5/8" Plywood Sheathing 5/8' Plywood Sheathing Overhead GWB on W 11 1 T F17 2x6 Studs, 16" oc 2xii Studs, 14" oc Doors (All Other U Z 15/ —EL— I'rr-IT I-T 11 -1 LS/8" Gypsum Bd. IGARAGE] Ceiling: 5/8 GWB) a 2" Closed Cell Spray E A,-t ng Za Foam Insulation (RI2, min.) Ep /4" ifd-. U)fIc: Mew 3 1/2" F.G. Batts (R13) I 1 11. 5urg 2do IF 1.� Batts L5/8" Gypsum :Bd. 4" Re!inf. P Conc. 2xI0 F.J. in House I I L oc-�-T R F X REV.:Slab, Pitch to -1 Shingle Flare Shingle Flare --- ------- ------------- ----- --- --------------- (2) 2xii Pressure Treated Sill, DATE: AUG 28, 2011 % .0 Top of House Found. Wall Block-up Existing ------------------------------------------------- --------- Copper Termite Shield �f Top of Garage Found. Wa I :------ --------- ------ ------------------------ ------------- ----------- ------------- Existing (2) 9 1/2" Closed •Cell eat -On Garage Door LVL, Add (1) More ulation on SCALE: 1/4" - V • UNEXCAVATED I Entrance "Box Sill" 1/2"Ag" A.B.. 32' oc New 8'-4" 23'7- ------------- 151-10" JOB NO: w201511 wl Square 2"x2" Washer -------------- RAWLSPACE1 (Existing Basement) -------------- 8" P. Conc. Found. Wall w/ (2) 45 Bars Top Bot. -------------- DRAWING NO. Existing > 81, P. Conc. 22 x10 Cont. ------------ EX15ting Found. Wall • P. Conic. Footing w/ (3) 45 Bars BASEMENT 25'-0' 4- ---------------------------------------------- A7 rJ --------------------- ------------------- Li Gable Dormer Vmer1111' U=PP E SECTION. (f�DD SECTION (AA OF A9 F I N 1 S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS FREDERICK � v s A U ' A m u ROBERT o x w w w N �_ m , z _� �n �r "I N WEBER O z cn mGe te rro fn rL Q e U-) Q O kc \ ¢ J Q z to Q O O H d � z D `� o m ui Q, o w W 9 0 z z w o " zo ° ° w W ° °° " = �° COUj > m ur ARCHITECT W Q v O O w m z Q V z Q U J o m - z w U Uco 00 a- Q_ U w d = X O - O z o~c o~—c OF p W �— j- O m U W v 1- U z U v �r z n > s ►= N z U l7 m = = r z FOYER ® ® ® ® ® ® 10'-0" Wall Paneling (42" Hgt.)) LIVING ROOM 01 ® ® ® 8 ® IO'-011I Beam Ceiling DINING ROOM Q ® ® Q ® ® 10'–O" Beam Ceiling Q[ KITCHEN ® 10 ® B 16101 10'-0" Beam Ceiling BREAKFAST ® ® 10 101 00 10'-0" Beam Ceiling _ O BUTLER'S PANTRY Q ® Q ® ® 10'-0" LL PANTRY ® Q ® ® ® 10'-0" j MUDROOM ® ® ® ® ® ® © ® e 8'-p" Vert. Bd. 66" Hgt POWDER ROOM ® Q ® Q Q ® 8'-0" Horiz. Bd. (42" Hgt) w LAUNDRY ROOM-Ist Q Q ® ® 8 _p•- 2 I/2" 3/4' 2 I/2" DOG AREA Q ® ® ® Q ® ® Q g'-p" Vert. Bd. 66" Hgt MBR HALL © ® ® ® ® Q ® 10'-0" Wall Paneling (42" Hgt.)) MASTER BEDROOM Q © 1 ® ® Q 10'-0" Tray Ceiling rT, MASTER BATH ® 8 ® ® ® ® ® 10'-0^ Tray Ceiling w DRESSING ® ® ® ® ® ® 10'-p" Tray Ceiling ., WIC It 2 (MBR) ® ® 8 61 01 ® 8'-0" F "I GARAGE ® 8 © Q 10'-0" 6/8" Type "X" Gyp. Bd. FRONT PORCH 8 ® ® I ® W REAR PORCH ® ® Q 1 10 .4 �� CROWN MAIN STAIR ® 8 ® ® ® Varies Wall Paneling (42" Hgt/2nd FI.) 4 If CROWN w/ F R I E Z E BD BASEMENT STAIR 1 10 ® Varies UPPER HALL Q ® ® ® ® Q ® 8'–O" Wall Paneling (42" Hgt) 1.4 FULL SIZE FULL SIZE BEDROOM I ® 8 ® ® 10'-0" Tray Ceiling DRESSING 1 ® ® ® 8 ® 8'-0" W WIC I t 2 (BR 2) ® ® ® ® ® 1 8'-0" < l BATH ] ® ® ® ® Q ® ® 1 ® 8'-p" Wainscoting (48" Hgt) U– GUEST BEDROOM ® ® ® ® ® 8'-0" Pitched Ceiling 0GUEST BATH ® ® ® Q ® 8'-0" Wainscoting (48" Hgt) CAP �n MOULDING Z LJ 1 CV LAUNDRY-2nd ® 10 ® ® Varies BEDROOM 2 Q ® ® ® ® 8 ® ® 8'-0" WIC I t 2 ® ® ® ® Varies BATH 2 ® ® ® ® ® ® ® Q 181-0 iWainscoting (48" Hgt) PCOVE DRAWING TITLE: UPPER DECK 8 CAP CAP CAP FINISH SCHEDULE MOULDING MOULDING MOULDING 3/4" MOULDINGS (][ BASEMENT ® Q Q ® ® ® 42" J MECHANICAL Q ® ® ® ® ® HEIGHT TYP C L) J FACE OF W COVE COVE WALL—> OD U COVE N \_ N JOB: 1x6 HORIZ. 1x6 TtG RENOVATION/ 2 I/2" WAINSCOTING SHIPLAP V–GROOVE A00ITION STILES W/ NICKEL VERTICAL RAILS JOINT BD. (OPTION W/ BEAD) 1055 SKUNK LANE / 1 CUTCHOGUE" NY 5/8 TOWN OF SOUTHOLD GYP. BD. SCTM# 1000-91-4-1.4 / BACK BAND ARCHITECT: N FREDERICK R. WEBER 41 EAST MAPLE ROAD VENEER - PLYWOOD GREENLAWN. NY 11140 NOTE: 52 r m ATH ALL ELECTRICAL RECEPTACLES 3/4„ WATER MILL, NY 11914 TO BE INST LLED \ � BACK HORIZONTALLY IN BASE MOULDING (UNLESS OTHERWISE TEL 431 '154-5555 BAND I/8 I/ NOSE t NOTED) \ fweberarchitecteyahoo.com N 2 J3/4„ 3/ „� 5 I/2"' �3�.4 2 3/ f„ 1/4„ COVE ,- N 3 1/2 PANEL 1.444 P Ir 11 q MOLDING SEAL. "y WINDOW 3/4 � WINDOW/ DOOR �f BEAM-TYP. HEAD _ EDGE �. rt 4" SQUARE ., 5/4 CASING—S I N G TYP. 1„ 1" RECEPTACLE OVER BASE UNDER OWER URB. all I O Half Full Size " " ! f SILL Half Full Size 2 3/4 x 4 12 W. CABINETS, ETC. _•. �� , 1x8 1x8 5/4x8 5/4x8 BASE BASE BASE BASE ITYPICA ) e � M - COVE Note: N \ m SHOE Where Window Sills MOULD AUG 20, 2018 Occur Directly _ c� REV..: Above Countertops, 00 I/2" I/8" 1/8" I/ " Eliminate Casing and Extend Backsplash to I/4° WIDTH AS REQUIRED 1/4„ SHOE MOULD Underside of Srll iv SHOE SHOE SHOE SHOE DATE: AUG 28, 2011 WINDOW SILL— I' I III \ CASING � "\' SCALE: . AS NOTED WINDOW p JOB NO. w201511 ELEVATION SILL 'I`—* MULTIPLE UNITS C 3" = 1'-0" Half Full Size Half Full Size 8" BASE (Typical) 4" EASE (Typical) DRAWING NO. FULL SIZE FULL SIZE HOIZIZ. VERTICAL PANELING WAINSCOTING BOARDS BOARDS A8 Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE EACH RAFTER REDERICK Joint Description Nail Sizes Nail Spacing ROBERT ROOF FRAMING WEBER ICE SHIELD UNDERLAYMENT HURRICANE CLIP REQUIRED - 24" FROM EDGE TYPICAL. Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap Collar Tie to Rafter Face-nailed HURRICANE CLIP USE 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 8 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES 2 - 16d per 2x8 stud Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d �'2 per foot APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING MST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per oist r, 8 JACK POST e 1 MST21 8 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - Sd NAILS 848" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end 1 EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 11/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 832" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist W Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot DOUBLE TOPSROOF SHEATHING I--I PLATE PLYWOOD SHEATHING TO OVER LAP BOX HEADER 2 x 6 elb" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of w (6) 8d NAILS TOP t panel , 12" o.c. interior N BOTTOM 8 32" O.C. of panel Diagonal Board Sheathing 1" x 6" or 1" x 8" 2- 8d per support 1" x 10" or wider 3 - 8d per support CEILING SHEATHING 114 Gypsum Wallboard 5d 7" edge ,/10" field SIMPSON MTSA 18-2 W/ �(6) 8d NAILS TOP t WALL SHEATHING rl BOTTOM 8 32" O.C. 1 Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t (6) 8d NAILS TOP t 7 /16" 6d 3" edge /6" field BOTTOM a 32' O.C. BOTTOM 8 32" O.C. 25 /32" 8d 3" edge /6" field FLOOR JOIST - _ /,—,-NAIL SHEATHING TO SILL PLATE _ TOP OF FOUNDATION =' - '. ...., FOU DATIO N Sd NAILS 4N O.C. Gypsum Wallboard 5d 7f edge 10" field DRAWING NG TITLE- = (SHEATHING TO LAP SILL PLATE) - Hard � `�,:. ;�:�::. : �•a''• see table 3.9 boar d •t - 'r Part icleboard Panels 8d (see table 3.9) ) CODE DETAILS x 6 SILL PLATES Diagonal Board SheathingOPPER TERMITE SHIELD ACQ TREATED. •..� rye: Y r " " " ff W/ SILLS Y 1 x 6 or .ri 1 x 8 -:.• 2 - 8d •• r support ort N Y .Y:: •F�`: " ,f P PP �n 0 • A.B. C I 1 - x 6 3 x10 or w' per sup7. port SEE FOUNDATION DW Y N N P PP ER WA •'y;, :.✓:. •r\:• +fit''• w 2 x3 FOR DE I N /REINFORC ' : �.' � ,'• FLOOR SHEATHING GG (HOT DIPPED GALV. OR "s'• fir' STAINLESS EEL) •!;. S ISOLATE WASHER FROM Structural Panels SILL PL W/ FELT STRIP S E C T I O1 N E L EVAT I O N 1" or less 8d 6" edge /12" field greater than 1" 10d 6 edge /6 field Diagonal Board Sheathing ff " JOB: 1" x 6" or 1" x 8" 2 — 8d per support RENOVATION/ HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ," x ,0" or wider 3 - 8d per support ADDITION Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 1055 SKUNK LANE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. CUTCHOGUE, NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16d nail per foot. TOWN TOWN OF SOUTHOLD1000-91-4-1.4 -------------- I � I Deck , v --------------- ------- ARCHITECT: FREDERICK R. WEBER /AT o� 41 EAST MAPLE ROAD GREENLAWN. NY 11140 VI •8d•GOMMON AIDS `4" O.C. 52 NOYAC PATH AL . .. . . . . . SSU zoN m °i DESIGN CRITERIA: WATER MILL. NY 11916 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 I I/4" x 20 GA. GALV. STRAP I I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Pweberarchitect®gahoo.com °ornQ1 0 �� LIVING AREAS - 40 PSF. L.L. � �R (�Q$ • • • w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN TERMITE - MODERATE TO HEAVY EACH END 816" O.C. EACH END 816" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: ge PROVIDE 8d COMMON NAILS e 6" O.0 R" WIND SPEED - 130 MPH F', AT ALL OTHERPORTIONS OF ROOF PROVIDE 8d COMMON NAILS 6" O.C. j` AT ALL OTHER PORTIONS OF ROOF C �. . • • 1 1/4" x 20 (GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP ICE SHIELD UNDERLAYMENIT REQUIRED - YES , 'K •-. : +� TYPICAL. Q�.� SEISMIC DESIGN CATEGORY - B TYPICAL. w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN r� Domer ti R. e FON. 816" 0.(C. EACH END 816" O.C. I t , �e�A . , . " DESIGN CRITERIA: � • � , 11 .............................' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. .7t u n • PROVIDE 8d COMMON NAILS e 6" O.0 2'-0" MAX. a°s:,: :;`: WINDOWS - GLAZED OPENING Dormer AT ALL OTHER PORTIONS OF ROOF , ki �r v.. REV.: AUG 28. 2011 TYPICAL. z° _oY �.krl, - 2' MAX. AUG 28. 2011 "}.. � Dormer T° ,,.V,° : DATE: _________ _______________ _ 4.. ,, 2 Sd COMMON g . :� NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION F(OR WIND-BORNE SCALE: AS NOTED ' N ` • • PROVIDE 8d COMMON NAILS 8 4" O.C. KW. Y, .,. k PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST• OF ASTM : E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT . . . . AT ALL HIGH PRESSURE ZONES � r„� JOB NO: w201511 . . . . < ��� h�r�, RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS NOTE: HIGH PRESSURE ZONES ARE ALL AREAS :..�r OF 111LO AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING U ° PROTECTION. ATTACHMENTS SHALL BE 2 1/28 WOOD SCREWS, ►� OC 4'-0" FROM ANY RIDGE, HIP OR GABLE END " �" Dever �'.:��rt;:�:�-r'. DRAWING NO. FOR SPANS UP TO 6 AND 12 OC FOR SPANS BETWEEN 6 AND 8 Dormer ROOF 1— I `4I GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 COMPONENT AND CLADDING PRESSURE ZONES OF A9 FRAMING NOTES: r ------' I I I I I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER r----------- I f I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. ___1-----__ WINDOW SCHEDULE 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD I I TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. I I FREDERICK TRIPLE UPRIGHTS. j Unit Model # R.O. �pn Egres 4. ALL HEADERS 6 -0 AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TR G ROBERT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4 WALL ( 3-2x8 IN 6 WALL OR AS SHOWN ON DRAWINGS. I I 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. ' I ® ITDH3664E 3'-0 I/2"x 5'-4 I/4" Yes BER I I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. O I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. - ' © ITDH3052 2'-6 I/2"x 4'-4 I/4" No ' ARCHITECT I I I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. i i i © ITDH3044 T-6 1/2"x 3'-8 1/4" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNEC ORS BY "SIMPSON" OR APPROVED EQUAL. 1 1 I 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL ' I ' AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. O ' ' B I O ITDH2644 2'-2 I/2'x 3'-8 I/4" No I I I 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTIfRMEDIATE. O ITDHTR361L 3'-0 1/2"x I'-4 1/4" No I I I Il. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HU E TYPE CONNECTORS BY "SIMPSON" I I I OR APPROVED EQUAL. I I I r-----=----- _ 1 1 1 O ITDHTR3016 2'-6 1/2"x 1'-4 1/4" No 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND L PRODUCTS OR EQUAL. ALL JOISTS, 1 ___ GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER RECOMMENDATIONS. WEB STIFFENERS _________I_____ ____ ____-_ SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RI DIST SHALL BE REQUIRED AT FLOOR j C 1 O IAWN2523 2'-I"x I'-II 5/8" No PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACT ERS RECOMMENDATIONS. 1 ' 13. ALL MULTIPLE LVL PRODUCTS W/ STEE T 2 I/ L E BOLTS 8 24" O.C. ' Al I HO ITDH2652 2'-2 I/2"x 4'-4 I/4" No I 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 0 (3) 9 1/2" LVL Hdr. (3) 9 I/2" VL (3) 9 1%2" LVL Hdr. 15. BRIDGING TO BE PROVIDED FOR ALL J ISTS AND LOOR B A S. SPA IN NOT T EXCEED — — _ — I O ITDHP4252 5'-2 1/2"x 4'-4 1/4" No am- —•— —•—•—•—•— — — — — — ------------=------------ — — I _ _ ITDHTR4214 5'-2 I/2'"x 1'-4 1/4' No v v v (2) 9 1/2" LV_L_Hdr_ 1 -- --_ . T '� -0 - 4 CUDHRT-N 2 " ____ I � � � I I i L 2'-6 I/4"x 3'-II 13/16" I - ——1__ — G 422 (Rad. 4 -3 13/16 ) No o v o v I 2x10 R.R.1 2x10 R. i I acv acv acv CP o ;o III 2x8 C.J. 1 2x8 CA(I 1 I N a T =° O O O co I I O - - I III I6 oc I "oc III _ 1 c i cv I cv cv cv cv I I Life of Overhang I w ----------------- (3) II 1/8" LV (Flush) (3) II 1,/8" LVL (Drop) (3) II 1/8" LVL w/' i2) 1/2""x 11" Stl. T (Flu�h -------- (3j q I- LVL Hdr. -----i--- - 1 — Beam- — — — — — — — — — — — --— —Beam=—---------_.__ _ _ _ _ _ _ I Model Numbers Refer to "Marvin", Integrity Wood Ultrex N Double-Hung,le- Picture. 6x6 6x6 6x6 6x6 ci i �' D b Hung, P e, Awning, Etc., Low-E2 w/Argon Glass o __---__� Post Post i (3) 2x6 (3) 2x6 i Post Post o I i' I I o Pos Pos � I N i I >I O O O O O O O Custom Size F-T, - -r— - — — - -� NI N III " " 1 I O II 1/8 TJI 360 F.J., 16 oc I I / II 1/8 TJII ;360 F.J., I6 oc III . III R 1 - I I DOOR SCHEDULE U� I! I I I I m ' \xR/ ----------=---------- ----- ' :4 UIIr- i r_______________'�--'------- _ 1 O I I Unit Model # Width ! Height lir- sir--------------- --------- - 1 x / ' I ' " " O I A2xj R.R., 16"oc m i i ? 94 1 I I I I �' I I - x 6-8 (Door) " ____ i O 0 1 • 1 to I Fireplace w/ ' ,'� 1 " """"'f"" ""' O lFS mpsonDoor�EqualnsCustom)idelites w%) Transom/AbovS'L.) 2x C.J., 16 oc O I I Ie 00 I I [n I I P I 2x 0 R.R., 16 oc ; 1 .o u ir, _ , Marvin" IIFDS•468 XXL 5'-4"x 6'-10 1/2" - III 1 ; Raised Hearth - I 2O re- - I 9.II 1/8" LVL F:J:; 16"oc _ I I...'...� 8 Wall 8'W II ' Integnty Wood-Ultrex Inswing French Door (R.0.) i ............................................. ..:........ 1 iI ... l i I I ~ ' ~ 4 (Under Wall Above) ' 4 I E. I "Marvin" IIFD5448 XXR 5'-4'x 6'-10 1/2" 1-4 O I O I � m I I I I 1 Pitched( E 10' Clg. Hgt. �1 Pitched `I O Integrity Wood-Ultrex Inswing French Door (R.0.) r - III N III �rg, I I Clg. v I I "Marvin" IIFD2868 0 T-9 5/16'x 6'-10 1/2' I I i - 3111 _ III I I I �I 4 --------- O Integnty Wood-Ultrex Inswing French Door (R.0.) � l . r------------=- �-l .r---------------�--------- -- � I 2x10 C.J., 16"oc I �I 10 ---- ---------- > I I I I r'1 5 "Marvin" > O Integrity Wood-Ultrex Transom (R.O.) a I I -- I =9 I I I I P-2'HgCtxl'. ' y Inteant"Marvin" 7-9 Transom 2R.0.5/16'x I'-4 I/4" � III III , I cn}----p- � 6 (3) 1 1/2 LVL H&.l 9 9 1 ...............I.I.I...................... 11.1.. 6x6A I (...... . .................... ........... .. ..... ..... ........... ....................................................... Il 7/8�..1;11`'36� .J: .1�„00............... Post 11 l�8'' 7;111 :360 i :;1; Idpoc......< - — i "Simpson Mopdel 1508R2'-8"x L'-8" (Door) p,l 1 11 (Over ��, .'�' ,' I (2/3 Glass-To , Panel-Bot.)----- .. O'' P ” DRAWING TITLE: 0____ Grder \ �� y I � I '°`l O "Sim son Model 1508EJ1 I/2" L L H Bean Wall (3) 9 1/2 LVL (Drop) Bearin Wall Below) (3) II 1/8 LVL IUrop) Bearin Wall I 8 (2/3 Glass-Top, Panel-Bot.) 2-6 x 6-8 (Door)g g ------- g " �1 i_ . 16 oc 0.................... ------------ r Simpson , Panel Ooor, L " "� -- - 6x6 x10 C.J 16"oc ,'Ride ' - O (2/3 Panel-Top. Panel-Bot.) 2-B x 6-8 (Door) 2ND FRAMING Post ' I I - - i 2x10 . 3l ------ \ -overla \ (IST FLOOR) R.R., 16"oc — -''T — — iIIR oof y \\�� ... N2x8 C.J., I6"oc See Drawing S2 I Io 8' Clg `41 lAbofor Reof Framing =° H t. •`✓�• �') o \ r4 ,T\ �,\ •. \ r0 Note: Verify Operation IU_ \ ' I \ I of All Doors Before \ Ordering NZ, \ , \ Bearing Wall ; i i r---------- 1\ 4 1 \'� : I s F5 '_ ,�•i H� Ig \(3) 1 I/2" LVL Hdr\ I JOB: � �-_- I -__-_-_ ' RENOVATION/ I I I -L - \ I I � I N I � I . r � I I 111 ,' ao a O I I I : i ----- l a' ON cv cv Arita of Existing Garage -- I ,� I I I / --- 16" TJI 56 F.J., 106c 1 rn I I I I I : -;----- - I i I -------- '> 1055 SKUNK LANE - is. ------------_ I v I I I : I ; �0'i 1 L____ (3) 9 1/2" LVL Hdr._ ' J� ' ' I I CUTCHOGUE, NY , -- - I I I I I 1 I: i x10 R.F�IVoc j 2x101 R.R., 10oc' i TOWN OF SOUTHOLO Line of Over ang 5CTM# 1000-41-4-1.4 8'Wall I �� 2x10 C.J., 16"oc 1 8'Wall --j-'--- I -------- (3) 1 1/2" LVL Hdr. (3) 9 1/3" LVL Hdir. (3) 1 1/2" LVL Hdr. R. ( I i E. I ARCHITECT: 1 I Pitcly�d� F 10' CIg.! H t. I Pitched I I ............................................ .......... Hg t. I Existing f�. Conc. GarageJl(.all. Lowered. Below..New. Slab..................... =o o Clg. i ____+Clg� 1 FREDERICK R. WEBER _-===—T-----_ ________��_____ = � � `° � i 41 EAST MAPLE ROAD p Line of Shed Dormen Wall A4Ve9 1/�" LVL Hdr. o� 111 i I GREENLAWN, NY 11140 16" TJI 560 F.J.,j16"oc I I I ti a% r----------------------------- 1 U U r•T (3) l 1/2" LVL Hdr. > O O III -` 52 NOYAC PATH I.............. > .......................................... I............... ___ ......._.._.._.._. � I - - 1 _________1=====________________=� = N cV cv C4 WATER MILL, NY 119'16 New 6x6 Post, Enclose in _ I ' Tapered S uare PVC qq TEL 631 154-5555 1 I I I yp fweberarchitecteyahoo.com I _ Provide Post Clamps I I (3) 9 I/2" LVL Hdr. (3) 9 I/2 LVL Hdr.. (3) 9 I/2" LVL Hdr. p Top t Bot. (Typ.) ' ' ,ADDITIONAL NOTES: SEAL: I ' �,-� ..........................................,................................................................... �. I `. .i. ................... I I � PROVIDE "SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. 1 --------------� I I g TO FOUNDATION WALL n. I r �• D al I I I D Al PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL ! , Al i o I i I I Al I 16" TJI 560 F.J.,110oc ' I I ` V >I I I — �� 2ND FRAMING >, �<�jI I 1 O I `1 /—Line of Shed Dormed Wall Above of ( ISTFLOOR ) o¢ 7� --------------J REV.: AUG 20, 2018 I 1 I 1 DATE: AUG 28, 2011 SCALE: 1/4" 1--e---------i l3) 9 12" LVL ' ---V I �� \\ Bracket for JOB NO: w201511 "------------------------- Hip Roof Above DRAWING NO. st OF 52 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WINDOW ' 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. W I N D O W SCHEDULE 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SU13FLOOR TO FLOOR JOISTS. Area FREDERICK Unit Model ii 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. R.O. Opng Egress ROBERT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ! 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ITOH3664E 3'-0 I/2"x 5'-4 I/4" les BER 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. ® PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. © ITDH3052 2'-6 I/2"x 4'-4 I/4" No 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ARCHITECT 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. © ITDH3044 2'-6 I/2"x 3'-8 I/4" No 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL B DO ITDH2644 2'-2 1/2"x 3'-8 1/4" No AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 60 a 12" O.C. INTERMEDIATE. A`l O ITDHTR3616 3'-0 I/2"x I'-4 I/4" No 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, F ITDHTR3016 2'-6 I/2"x I'-4 I/4" No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR C OG IAWN2523 2'-I"x 1'-11 5/8" No PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. Al 0 ITDH2652 2'-2 I/2"x 4'-4I/4" No 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. r----------------- r-----------------------------____ ITDHP6252 5'-2 1/2"x 4'-4 1/4" No I I I I I I I I KO ITDHTR4214 5'-2 1/2'"x 1'-4 1/4' No I I 1 I 2'-6 1/4"x V-11 13/16" I QROOF I I I I I © CUDHRT-NG2422 (Rad. 4'-3 13/16") No I , I I I I I Cie I I I I ----------------------- I I I (3) 9 1/2" LVL I �`� t (3) 9 I/2"' LVL I ----------------------- ----- Model Numbers Refer to "Marvin", Integrity Wood Ultrex Double-Hun Picture, Awning. Etc., Low-E2 w/Ar on Glass I I I ------- '• I I 77i g• 9� 9 Custom Size I W Wall P_ 1 F----I 0 I rnl I 98'-1" I � I I 1 rn 1 ••. .•• I I I .•. .,� I � I I I I I 10 R.R., 16f'oc I 2x10 R:R;;•:16"�� I i? L . 2xl0 R.R., 16"oc oc 2x10 R.R., 16"dc DOOR SCHEDULE U� 01 I 11 I 2x8 C.T., 16 oc I 2x8 C.T.,I I�"oc I 1 I I I I I! - I L I ti�J Unit Model 4 Width ! Height t I I I I I I I - x 6-8 (Door) -_ Front Door, Transom ! Sidelites I I I I � I O�• �;' Ir' ————— ———-�-— ——— � �'• �'. E• I I � I O (2) I-4'x 44' (S.L.) I I I I k' : II x m .I'. I I �► ............... I ("Simpson" or Equal- Custom) (2 Transom Above I Wall IE Wall E I I `�!.':' :' > `r n `c'Vol I. '. 1 1 11 XXL I " " COI i( :I•• '•• Intearit I Wood--lllDtrex n8swin French Door R.O.) 6-10 I/2 I I I I I Col. Reft r u port I -� m t �;'• > I �; I i m I 9 9 9 "Marvin" I1FD5468 XXR 5'-4'x 6'-10 I/2" I 1 I 1:' = 1' (2)11 I/2" VL l2) l 1/2' LVL I IDprmer Wall I (:: II I I U I� I §�I I Integrity Wood-Ultrex Inswing French Door (R.O.) .. ................. ........................ . I II I' I ,- „ '+� _ „ 1 "Marvin" IIFD2848 0 T-9 5/16"x 6'-10 11/2" _ _ Integrity Wood-Ultrex Inswing French Door (R.O.) ..... .. ... ... ........... ................. .................1 I .......... ��`�� •. u I 4 I Jai •. � I� I � I U '•��'•� I .• � .•' UIQ 1 "Marvin" I 1 ROOF +/0 I' I Marvin * 5-4 x I-4 1/4 I u \ I I L---- --- 2x110 R.R., I6"oc s. 2�(0' R.R., 16"do , 1 Integrity Wood Transom (R.O.) I ; CL : t' —► Overlay '. 1 i 1 t "Marvin" 2'-9 5/I6'x 1 Roof ` ",�.'' y 1 © Integnty Wood-Ultrex Transom (R.O.) I Q,: Ridge II l/8" L L _ l/8'j LVL Ridges A 1 , Ridge /I / A I ....... 2x10 R:R:: I oc ,� . 2x10 R.R:: IL oc --------- - - cam:--- -j-----Ahgn-l-- ------ k ROOF ` "Simpson". Model 15088 2-8 x 6-8 (Door) 1 Y 1 " �� 0 (2/3 Glass-Top, Panel-Bot.) � . �I o A 1 I U: i ( I I Interlock t, �c I +D Provide Inverted I ��a `Z I Al ---a-I I Teco Connection 0 (2/3 Glass-To Panel-Bot.) " " i______________________ " " �� J� a I "Simpson", Model 1508E DRAWING TITLE: I 1, cv �, �0 I 8 2-6 x 6-8 (Door) • �? (2) 2x10 _I __B_earing_W_all _ ;to Rid p, -- --------, r_ — - �+ I "Simpson", Panel Door, L ROOF FRAMING 11 Ridge 2x10 I (2/3 Panel-Top, Panel-Bot.) I � II II II II II 1111 � 1 2'-8"x L'-8" (Door)i I •• ......•• •• • ......•••• I II II II II II 1111 I (2ND FLOOR) 1 ormer Wall I I o II II II II II t i l t ? I I 1 I ♦ W 11 (2) 2x10 R.R. II - II (2) 2x10 R.R. 11 - 11 (2) 2x10 R.R. 1111 o O I I ... 1........ -A p It---r -- II It===rT ===1' p� It=== T<==- 111 'S;� �`� ,yA 1 Note: Verify Operation I II i I ♦ II II i I ♦ II II i I � II of All Doors Before D II I II ��a�i I �\dll II �� I �� tilt ��J ��o Ordering 1 I I I o n n o JAI , 1 0 �II11 9 -------- I I ----J L_------ I II IIS SII 1 IIS I . T--- — --------vi r------ I — II 111 111 I IIS II I II lL i JOB: I 1 n C! cx 11 1 I I Bs I 1 �111 2x8 R.R. 2x8 R. Cc It 2x8 R.Rt 2x8 R 1 0[ t " " 10 0 11 lCoc /. 16"oc /1110 t 16"oc t IL"oc t o ; RENOVATION/ I W II 1 n x X n t x n I n x • ADDITION 111 I 111 - II I II C'+ `� 1 I I ttl1 1 I I . II I III VIII I IIIy II I II � 1 ———————————————— 1 2 10 R., 16"oc Cie I 2x10 R.R., 16" c �� II I 111 y l 11 I III II I II `� I 1055 SKUNK LANE I ` II I II II I II I II I II ` I CUTCHOGUE, NY _____________ 1 1 t I I 2x1 C. Id"oc ` II I II II I II I II I II a v ` I I `� 11 ix 1 II 11 -2 1 II 1 11 Cc 1 11 J\\e Cc `� I TOWN OF SOUTHOLD I I 1 Vi SCTM# 1000-91-4-1.4 Wall � CIA ARCHITECT: I I I FREDERICK R. WEBER ,. Dormer Wall I I I r- _____________ 1 41 EAST MAPLE ROAD AOL FF I I I I GREENLAWN, NY 11140 UI II ROOF u IDormer Wall I I 11 52 NOYAC PATH WATER MILL, NY 11911. ..........._...... . . .. 2x10 R.R., U. oc o 2x10Z��.Z,4 I I 1 I c i " I 1 �------------«------------------;,�-----------�- TEL 431 154-5555 M •9 I/2" LVL C.J.,0 116"oc "`---------1'1' ---------:---------i`i---------- fweberarchitectOyahoo.com .(For Length) Q I I I ADDITIONAL NOTES: I I I SEAL: ... _ •�"`,� .......................... .1.............................. . . . . l..l.•• " ""' """"" "' " """"""""""""""""" " I " "' "'C)II. I 1 PROVIDE SIMPSON PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. B TO FOUNDATION WALL D 1 I 1 D Al PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL y � I I I Al -� m1 I 1 Al 2x10 R.R., 1t"oc I 2xI0 R. 6"oc � I II .................... . . .. ul I I 00 I I Dormer all I I rl II II ROOF FRAMING M Dormer Wall I 11 ---- 11 II ( 2ND FLOOR ) 1 � 2x10 C.T� 116"oc 11 I I 2x10 R.R., 16"oc r i 2x10 R.R., 16"oc 1 i „ _ REV.: AUG 20. 2018 I I I I I I/� 11-011 I 1 I t I t DATE: AUG 28, 201'1 - l3) 2x8 Hdr. (Typ.) -----_J SCALE: I/4" = I'-O" JOB NO: �u201511 DRAWING NO. S2 OF 52 ELECTRICAL NOTES : fi� U1'1BING NOTES : r---------� r--: i 1- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. j j I 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. I ► i I 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. .4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE FREDERICK 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. ROBERT b- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE OR BASEMENT. 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE COMPUTER WIRING (CAT 6), TV CABLE OUTLETS. AND INDOOR/ 4- ALL SINKS ARE TO BE UNDERMOUNT . I- PLUMBER TO RUN AND CONNECT GAS PIPING FOR BOILER, RANGE, FIREPLACE, GRILL, AND FUTURE GENERATOR. OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). WEBER 71- RECEPTACLES TO BE CUT INTO BASEBOARD AND MOUNTED HORIZONTALLY, CENTERED. 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE TO LEVEL VERTICALLY. 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ARCHITECT APPLIANCES : L� D OWNER TO PROVIDE THE FOLLOWING ,APPLIANCES, INSTALLATION il ALL UTILITY CON ECTIONS BY CONTRACTOR ELECTI� I C L ( X T U I� S ; I- RANGE: (6) BURNER DUAL FUEL, 36" WIDE, CABINET DEPTH, BURNERS- GAS, OVEN- 30 AMP ELECTRIC OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE I- CHANDELIERS (DINING, FOYER, ETC.) 3- WALL OVEN: 30" DOUBLE ELECTRIC WALL OVEN, 30 AMP CIRCUIT 2- KITCHEN PENDANT 4- REFRIGERATOR: •48". DEDICATED/GROUNDED 20 AMP RECEPTA (HIGH) 3- BATHROOM WALL SCONCES 5- DISH WASHER (Qty. 2): PLUMBING/ ELECTRIC UNTED CEILING FIXTURES (INTERIOR t EXTERIOR) 6- BEVERAGE REFRIGERATOR: 24" WIDE/UNDERCOUNTER, DEDICATED/GROUN D 15 AMP RECEPTACLE 5- ALL; DECOR TIVE EXTERIOR FIXTURES 1- KITCHEN HOOD: 36"WAS"Hx24"D, CT EXTERNAL BLOWER, 900 CF 8- WASHER (Qty 2): FRONT LOAD ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: 9- DRYER (Qty 1): GAS DRYER I- ALL PORCELAIN FIXTURES 2- ALL: RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO" OR EQUAL), 4"(P HOUSING t TRIM (White), LED BULBS 3- ALL: CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES. ------------------------- 0. a: I ®-----I-----® Ia I I I I I I I Chandelier -- -----_---- ---� .. ..................:......... ........ 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