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HomeMy WebLinkAbout41998-Z �oguE[ r Town of Southold 4/10/2023 �y a a 4P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39381 Date: 12/5/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 1205 Route 25, Greenport SCTM#: 473889 See/Block/Lot: 35.-1-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/27/2017 pursuant to which Building Permit No. 41998 dated 9/27/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH TO AN EXISTING ONE FAMILY DWELLING(COTTAGE#89), AS APPLIED FOR I The certificate is issued to Peconic Landing @Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39518 07-16-2015 PLUMBERS CERTIFICATION DATED A 0 'z d ignature i I F DIxTOWN OF SOUTHOLD p�gUF �O BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • � : SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) i Permit#: 41998 Date: 9/27/2017 i Permission is hereby granted to: i Peconic Landing @Southold 1500 Brecknock Rd Greenport, NY 11944 i To: Cottage #89 alterations including, living room extension and covered screen porch to Cottage #89 as applied for. Replaces BP# 39518. i i i At premises located at: 1205 Route 25, Greenport SCTM # 473889 I Sec/Block/Lot# 35.-1-25 Pursuai t to application dated 9/27/2017 and approved by the Building Inspector. To expire on 3/29/2019. Fees: PERMIT RENEWAL $204.00 Total: $204.00 I Iv t Bui I pector I TOWN OF SOUTHOLD BUILDING DEPARTMENT CM a TOWN CLERK'S OFFICE o • SOUTHOLD, NY y�01 � 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#: 39518 Date: 2/3/2015 Permission is hereby granted to: Peconic Lndng @ Southold 1500 Brecknock Rd Greenport, NY 11944 To: alterations including, living room extension and covered screen porch to Cottage #89 as applied for i At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 1/22/2015 and approved by the Building Inspector. To expire on 8/4/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.00 CO -ADDITION TO DWELLING $50.00 Total: $458.00 Building Inspector I i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY i This application must be filled in by typewriter or ink and submitted to the Building Department with the following: i 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. ��. 22, .O LQ / New Construction. Old or Pre-existing Building: v (check one) Location of Property: L OV 0 (E>Q_ECV_ QCV_ �!-`D C—VA–_�PCV T— House No. Street Hamlet Owner or Owners of Property:y� Ctn 0 (u� Suffolk County Tax Map No 1000, Section Block C( Lot '2 Subdivision Filed Map. Lot: i Permit No. Date of Permit. Applicant: K U ELLS&-2094&-- Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 141, (check one) Fee Submitted: $ ay I 1 Applicant Signature I I i I i i ®F so�T�®l � � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 R �Q roper.riche rt(ab-town.southoId.ny.us Southold,NY 11971-0959 of C®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF-ELECTRICIAL COMPLIANCE SITE LOCATION Issued To! Peconic Landing (Smith) Unit#89 Address: 1205 Route 25 City: Greenport St: New York Zip: 11944 Building Piermit#: 39 5 `39158 Section. 35 Block. 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Daniel Wilcenski License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub I Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors Main Pinel A/C Condenser Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 12 Twist Lock Exit Fixtures TVSS 11 Other Equipment: Notes: i I I i Inspector Signature: Date: July 16, 2015 I I Electrical 81 Compliance Form.xls q so IS- cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' , F NDATION IST [ ] ROUGH PLUMBING 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: DAT INSPECTOR I q99 OF SOUryolo cOUtdI'I,N TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 1 PECTION' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ /FUMNDATION 2ND [ ] INSULATION IN ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: iV ! LTA J A 1 DATE ( 5" _INSPECTORzi.,0_t4 1 q l of SO(/1,�0 cOUMY,Nc� TOWW OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] F 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: sm/z DATE' INSPECTOR s 011t, courm,��' TOWN- OF SOUTHOLD BUILDING ZEPT. 765-1802 IN-SPECT19"---' ' -. = [ ] FOUNDATION 1ST, [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES T PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DAT INSPECTOR- C6 Vif so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTORqtga aso eouHr+,��' TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO, [ ] FOUNDATION IST- [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ajo (4z c DATE INSPECTOR ��pP OUlyO H �O �y uMV N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ll I �04 IS o V, 9v/ C4L .Pl VOKL, DATE Lt ANSPECTOR CONMENTS EWA NOW r • . r WAM IWA ��AtMM ROUGHtl rid l PLUMING /c. %. Ap STATE ENERGY CODE 4 1 I� I► � . .L .LL' WAN JA WIM WIMMIAMMSIM MIAMI !� ' r r • r t t �. ' �� r �t�i�`� ' .`mak ' �� •�.,. .t t _ . i, i • ,1 u r .r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. ,3 57 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,201 W rc Contact: Approved4-1,,,201 Mail toms.k ueueuelahl Disapproved a/c JAN 2 2 2015 L p Phone: Expiration 20TOBLDG DEPT '!'' F S� THOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date lU , 20 15 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 Vo(yA s" lgif (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Naive and title of corporate officer) Builders License No. *&157-7 —R Z I L LL- i W t S�e L J(� Plumbers License No. V Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 09 House Number Street Hamlet r � � County Tax Map No. 1000 Section LJ Block enf , _, - ,,,. Lo _2'',,.., Subdivision Filed Map No. Lot,.:-r (Name) -;J 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 1 611 n L b. Intended use and occupancy t(� E �L / 3. Nature of work(check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Descriptioi 4. Estimated Cost G}Q� ( j� Fee 2D D + S 0 t 12 1? o 41 400 fi 50 CCO) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r � I 7. Dimensions of existing structures, if any: Front 151 —Rear 5a' Depth 907L Height N 23' Number of Stories l Dimensions of same structure with alterations or additions: Front 5 Rear 5l Depth C(7,�7�' Height "U 2.3 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 .06G 2O t4 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V/ 13. Will lot be re-graded? YES NO -./Will excess fill be removed from premises? YES V/NO 9r 14.Names of Owner of premises ROW4 �d"� Addressg9 l4muaozi�? itCfPhone No.f 1?-4;Y4-775 Name of Architect �_�14k Address 3/G Grp Phone No 01-471-x'62¢ Name of Contractor &illmS4 Address 70!��?�r Phone No.lOL3,M-366,9 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V/ * 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. STATE OF NEW YORK) SS: COUNTY OF 60,&l.1- 1. gtWyk-' �'/���1-� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the AeC14rfj5C'T (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. 4igmna�ture)of Sworn to before me this&/Aal dayNotary P bl c Applicant CAROL HYDELL NOTARY PUBLIC=STATE OF NEW YORK NO.01 HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/30/20_�/(D Scott A. Russell ,��°�� � �TO�ll�.IW�I WA\T]E]k - SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES PROJECT INVOLVE ANY OF THE FOLLOWING: Yes (CHECK ALL THAT APPLY) ❑ No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑1yF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a com le ed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Pr( ner D gn Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date District NAME I 0(-92-19; Section Block Lot FOR BUILDING DEPARTMENT USE ONLY **** Contact Information. �/ ��� ` �(a2s RrkorcphX..b& Reviewed By: ` Date: —�� — Property Address/ Location of Construction Work: tfAp —proved for processingBtormwater Management Control Plan Not Required. �� ��Sb� ���. ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) so�ryol - Town Hall Annex JIt J Telephone(631)765-1802 54375 Main Road r�do {63 )765tggQ P.O.Box 1179 roger.richeWnsOU0 ny us Southold,NY 11971-0959 'r Y BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: l 1 Date: • /S'� Company Name: �r t � Name: License No.: _ Address: ' . �� 3 A j Phone No.: 3 l - -? 4 S'- Z g G ` Z3 JOBSITE INFORMATION: (*Indicates required information) Ear_ *Name: ?cc d LA *Address: © fZ �+ *Cross Street: *Phone No.: r Z3 Permit No.: Tax-Map District: - 1000 Section: Block: Lot. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 14J, (Please Circle Alt That Apply) Is job ready for inspection: ES NO Rough in Fina! *Co-you need a Temp Certificate: YES NO" Tem,,information(tfi needed) *SGPSipe: 1 Phase 3Phase 100 1 00 300 350 00 Other *New IS Re-connect U round Number of Meters ge of Service Ove ea Additional Information: PAYMENT DUE WITH APPLICATION - r - B2=Request for Inspection Foun l r lh J f fv Generated by REScheck-Web Software Compliance Certificate Project THE SMITH RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 89 THOMPSON BLVD AT 1500 RONA SMITH FRANK UELLENDAHL BRECKNOCK RD(RT 25) OWNER ARCHITECT GREENPORT,New York 11944 • • • ,• off Compliance: 4.5%Better Than Code Maximum UA: 202 Your UA: 193 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 Door,Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Perimeter U-Factor Ceiling:Flat or Scissor Truss 804 30.0 0.0 0.035 28 Wall:Wood Frame, 16in.D.C. 1,080 19.0 0.0 0.060 53 Window:Wood Frame,2 Pane w/Low-E 150 0.380 57 Door:Glass 40 0.330 . 13 Floor:All-Wood joist/Truss Over Uncond.Space 804 17.0 0.0 0.052 42 Compliance Statement. The proposed building design described h r i c nsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed i ha designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Vers s; 5 Imply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Sign tV Date UEl Project Title:THE SMITH RESIDENCE Report date: 01/21/15 RREScheck Software Version 5®5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% 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 103.2 ,Construction drawings and ;❑Complies [PR1]1 documentation sufficiently ; ❑Does Not CO) ;demonstrates energy code compliance for the building ❑Not Observable envelope. 's❑Not Applicable 103.2, ;Construction drawings and ; ;❑Complies 403.7 !documentation sufficiently 1 !❑Does Not [13113]1 ;demonstrates energy code ❑Not Observable 19 I compliance for lighting and i , !mechanical systems.Systems i❑Not Applicable ; serving multiple dwelling units ; must demonstrate compliance with the commercial code. + 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies (PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not ® I on loads per ACCA Manual j or I Cooling: Cooling: other approved methods. Btu/hr Btu/hr ;❑Not Observable { ; ;❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE SMITH RESIDENCE Report date: 01/21/15 1 ` 2010'New . York Foundation Inspection -Complies?' . :Cornments/Assumptions Energy 303.2:1 ;Exposed foundation insulation ;❑Complies [FO1112 protection. ;❑Does Not 95 ;❑Not Observable; t❑Not Applicable 403.8 Snow melt controls. f❑Complies [FO12]2, ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) -'3 Low Impact(Tier 3) Project Title:THE SMITH RESIDENCE Report date: 01/21/15 Sec tjon plans,Verified Field Verified #" •Framing/Rough-In Inspection Complies?, Comments/Assumptions &RegJf) Value ° . ° Value - 402.4.4 ;Fenestration that is not site built ;❑Complies [FR20]1 !is listed and labeled as meeting I F T❑Does Not AAMA/WDMA/CSA101/I.S.2/A440 .•,,-' i' ,or has infiltration rates per NFRC �. r<'fi #❑Not Observable , 1400 that do not exceed code (' i - ,❑Not Applicable limits. `;ni, 402'.4.5 I IC-rated recessed lighting fixtures,,,',"" V ' .;❑Complies [FR16]2 sealed at housing/interior finish ;,5 n ;❑Does Not and labeled to indicate&It;=2.0 40 :. ( r ❑Not Observable cfm leakage at 75 Pa. foi ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 !air handlers,filter boxes,and ",• ❑Does Not building cavities used as return _ ,` I- ;ducts are sealed. :` :;.;: w:f• >C7Not Observable • u ❑Not Applicable 403.2.3 ,Building cavities are not used as ;, : " .i❑Complies [FR15]3 ducts or plenums. i ;,❑Does Not ; J❑Not Observable (; ,❑Not Applicable 403.3 HVAC piping conveying fluids 1 R- R- I❑Complies [FR17]? above 105 QF or chilled fluids 1 ;❑Does Not below 55°F are insulated to R-3. o ' ;❑Not Observable ; ❑Not Applicable 403.4' $Circulating service hot water R- R- ;❑Complies [FR1B]2 pipes are insulated to R-2. ;❑Does Not I ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are 4', ,;❑Complies [FR1g]2 installed on all outdoor air ❑Does Not intakes and exhausts. ' 'J - .' UNot Observable �/ ' } ; ` ,} '� , .:,4•af,a❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3-11 Low Impact(Tier 3) Project Title: THE SMITH RESIDENCE Report date: 01/21/15 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 1All installed insulation labeled or ;❑Complies [IN13]2 'installed R-values provided. j❑Does Not gr ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High impact(Tier 1) 2 1 Medium Impact(Ter 2) 3 Low Impact(Tier 3) Project Title: THE SMITH RESIDENCE Report date: 01/21/15 Section Plans!/erified' Field�%erified " # Final Inspection-Provisions Complies? Comments/Assumptions & Req.ID � , 'Value Value; _ - 402.4.2, ;Building envelope tightness ; ACH 50= ACH 50= ;❑Complies 402.4.2.1 verified by blower door test result' ;❑Does Not [FI17]1 ;of&lt;7 ACH at 50 Pa.This ; ❑Not Observable requirement may instead be met ; '❑Not Applicable {via visual inspection,in which case verification may need to occur during Insulation ; Inspection. 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies [FI4]1 !construction with maximum ;❑Does Not leakage of 8 cfm to outdoors,or 12 cfm across systems. For ;❑Not Observable rough-in tests,verification may ; ;❑Not Applicable ; need to occur during Framing :Inspection,with maximum ; leakage of 6 cfm across systems and 4 cfm without air handier. 403.1.1° f Programmable thermostats j.'° ❑Complies [FI9]2 s installed on forced air furnaces. a❑Does Not 1 �W )❑Not Observable j ❑Not Applicable 403.1:2 Heat pump thermostat installed ` � 4❑Complies [FI10]2 Ion heat pumps. ❑Does Not n 43J + $❑Not Observable ,;❑Not Applicable 403.4 f Circulating service hot water ; 4❑Complies [Flll]z. systems have automatic or :❑Does Not accessible manual controls. `�3yA❑Not Observable ; _;❑Not Applicable 401.3 Compliance certificate posted. " ' ;❑Complies [F17]2 i' r ,❑Does Not k• " UNot Observable f❑Not Applicable 303.3 Manufacturer manuals for ;4 {❑Complies [FI18]3 i mechanical and water heating ;` - ❑Does Not j equipment have been provided. ";❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) J 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE SMITH RESIDENCE Report date: 01/21/15 y 2010 New York Energy Conservation Construction Code Energy Efficient Certificate Insulation . Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 17.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating V-Factor SHGC Window 0.38 Door 0.33 Cooling,Heating & Heating System: Cooling System: Water Heater: i Name: Date: Comments {r t f C +�r r _ LIVING ROOM GENERAL NOTES DESIGN CRITERIA: U m EXTENSION TO UNIT X89 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM GROUND SNOW LOAD - 45 PSF. W BUILDING CODE, AND THE NEW YORK STATE ENERGY LIVING AREAS - 40 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. SLEEPING AREA - 30 PSF. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A WIND SPEED - 120 MPH LE RIC 4 MINIMUM 28 DAY STRENGTH OF 3000 PSI SEISMIC DESIGN CATEGORY - B IN PECTIORE KF ED 89 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- WEATHERING - SEVERE ® N PECONIC CTURAL LARCH STRUGRADE 2 OR BETTER. FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY LANDING 4. PROVIDE AURID AND OFLOOR HEADERS AND POSTIS TRIMMERS SPARALLELL DECAY -CE SHIELD SLIGHT UNDERLAYMENT REQUIRED - YES ® A I�0 D PARTITIONS, EXCEPT AS NOTED ON DRAWING, 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND DESIGN IN ACCORDANCE WITH AMERICAN FOREST 7J B P ROUTE 25 FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL N_ GREENPORT, NY 6. ALL DIMENSIONS AND GRA E CONDITIONS TO BE FOR 1&2- FAMILY HOUSE U BY I VERIFIED BY CONTRACTOR(S� PRIOR TO START OF PRESCRIPTIVE DESIGN METHOD. FMo CONSTRUCTION AND ORDERIING OF MATERIALS. THIS DING DE RTMENT AZ FOUNDATION HAS BEEN D SIGNED FOR A SOIL AM T04 FM FOR -HF, ARCHITECT BEARING CAPACITY SHALL VERIFY RTHAT IONP TWI IEOUlR_ o FRANK UELLENDAHL THESE CONDITIONS ARE MET. ALL FILL BENEATH FOR POURED CONCRETE 123 CENTRAL AVE. CONCRETE SLABS TO BE COMPACTED TO 95% �, P 0 BOX 316 RELATIVE DENSITY. WINDOW SCHEDULE EXISTING COTTAGE PLUMBER CERTIi=,'CA7',';,2rP ROUGH FRAP3ING,PLUMBING, GREENPORT, NY 11944 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE N LEAD CONTEfVT C�C1F,-"1'.f r�sTR APING, LET CAL&C�ULk I TEL: 631-477 8624 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER - ;,3_ j�SU ON BY TRIPLE UPRIGHTS. ALL HEADERS TO BE CERTIFIC/;TE. OF OCCU!:1"iC;FINAL-C S , U TIO t\ &EL CAo OWNER MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. WINDOWS ARE ANDERSON PRODUCTS GLAZED AS WINDBORNE DEBRIS IMPACT RESISTANT UNIT ASSEMBLIES WITH HIGH SOLDER USED iAf `AVA7 t�;� MUST BE FO C 0 � RONA SMITH 8. PROVIDE FIRESTOPPING AT ALL LEVEL STRENGTH .090" PVB HIGH PERFORMANCE LAMINATED GLASS. ,� ,\�4L CONSTRUCTIO ALL Ia FIE 89 THOMPSON BLVD PENETRATIONS vUPPLY S'.YS TC- C, ,��:;L KEQUIREMENTS 0 E COD OF NEW GREENPORT, NY 11944 THE GLAZED OPENINGS MEET THE REQUIREMENTS OF THE EXCEED 2/10 OF 1 l 1_ A(�,ORK STATE NOT R PONSIB -FOR Y 6 7787 9. PROVIDE FLASHING AT ALL ROOF BREAKS, LARGE MISSILE TEST OF ASTM E 1996. RS -\rG��® '���, CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS DESIGN OR CONST RU ION ER. AND DECKS ETC.. WINDOWS AND DOORS ARE INSULATED AND WEATHERSTRIPPED. PLUINRETAIN STORM W ER NOF �`UELIZe s 10. DO NOT SCALE DRAWINGS. SCREENS TO BE PROVIDED FOR DOOR AND WINDOWS. ® _PLUMBING WASTE-, pURSU T TO CH T 23G= CONTEMPORAY HARDWARE FINISH: SATIN NICKEL (ANVERS) 0 71&� 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- S E N COD -� ENGINEER ARE NOT RESPONSIBLE FOR THE GRILLE CONFIGURATION: FULL DIVIDED LIGHT j o INSPECTION SUPERVISION OR ADMINISTRATION OF COLOR: PRE-FINISHED WHITE INTERIOR, WHITE EXTERIOR w .� THIS CONSTRUCTION PROJECT. FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Mark Size Description Quantity Y o 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE A TW2852 DOUBLE-HUNG 10 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND B FWH60611PALR HINGED PATIO DOOR 1 a OWNER. 13. THIS STRUCTURE HAS BEEN DESIGNED IN a ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 1` r, ', .meq 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL PROPOSED ADDITION o s� CHANGES PRIOR TO AND DURING CONSTRUCTION. ;`„ U °a H t VV R � I>; o ���°�` .�., �:. �`�t.,max �� 4 15, ELECTRICAL AND MECHANICAL COMPONENTS TO BE 1 -i a i a, : _ E-�:__•T �� DESIGNED AND SPECIFIED BY OTHERS. PROPOSED I I R T 19 '} ' # �'a�@ o 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND DRAWING SCHEDULELUNG ROOM EXTENSION ON 0 -- j" , o INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. �w 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES LIVINGROOM TO BE EXTENDED WITH CRAWL SPACE a a DATE: 01/23/2015 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. AA-2 SITE-3 FOUNDA LION PLAN DIRECT VENT GAS FIREPLACE TO BE INSTALLED IN-LIVING-ROOM EXTENSION N SCALE: 1/4" = V-O" A-4 EXISTING FLOOR PLAN PROPOSED STONE PATIO WITH COVERED SCREENED-IN PORCH OFF MBR =o TITLE SHEET A-5 PROPOSED FLOOR PLAN Y A-6 CROSS SECTION BUILDING PERMIT APPLICATION ¢W DESIGN CRITERIA A-7 PROPOSED NORTH AND EAST ELEVATIONS 4 WINDOW Schedule A-8 CRITICAL PATH - CONNECTORS JANUARY 23, 2015 TS DWG NAME A-9 NAILING SCHEDULE - FRAMING NOTES A-1 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 ©¢ DWG. NO -926.10` 9, m LIVING ROOM c*s S 30'10'40 E 496.66' � ` `M EXTENSION 429.45' z TO UNIT X89 F s�[ w 0 0 W nwa +s��,v4¢r +sp 9a r.a � 3.Obs w rn +"°",� 995 FF�� x c) 93 +�o 91 \ 9�„ nrMW 3 I 1 a4ep N it, z�� 89 ` - - - •• %vt PECONIC his - -►- - t - - - - h� LANDING ROUTE 25 GREENPORT, NY `\ ml NEW ASpNA+-T Z / '8�'•y / zo .` �``'• . j �// •`''.' o ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVE. IF r `• OD �• s"s P.0 BOX 316 f `` ��$ g' GREENPORT, NY 11944 TEL: 631-477 8624 Be t 1 t t o , OWNER _ 8 y \\\a� ' t °° ' .ss-• r ' T / / w RONA SMITH THOMPNY SON BLVD. GREENPORT, REELPR17TE . 917-686787 ro I t z m t 4ffM f- � � � 5 /moo q,,9Qr CD `° o � �ti to �g°°� t 1 a< a ••+� � � z (L 3 o 1 ' �• 1 \ 1 V' za z I 0 1 b z VOci Z N jj I a DATE: 01/23/2015 I N i s • Y ,/ Q SCALE: 1" = 1 DO' SITE PLAN SITE PLAN w SCTM# = 1000-35-01-25 o N i o ` ���`� • TOWN OF SOUTHOLD DWG NAME SUFFOLK COUNTY, NEW YORK o a A-2 DWG. NO I LIVING ROOM FOUNDATION NOTES EXTENSION PROPOSED FOUNDATION STRENGTH = 3000 PSI AT 28 DAY ASTM TO UNIT #89 C-94 READY MIX CONCRETE. EXISTING WALL ALL FOOTINGS, FOUNDATIONS, ETC SHALL J REST ON UNDISTURBED SOIL. w ALL FOOTINGS AND FOUNDATIONS SHALL BE o FORMED. 1 !7 f ) ,1 -Q 21 -0Il ,I 12 -3p J NEW FOUNDATION/CRAWL SPACE s 8! _ — 3 4" SUBFLOOR, NAILED AND GLUED PECONIC 71 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2X 12 FLOOR JOISTS 016 O.C. o LANDING R-19 INSULATION - - — — — — — — — — — — — — — — - - — — — — — - - - - - - - 2"X6" TREATED SILL 2" CONCRETE DUST COAT ROUTE 25 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL GREENPORT, NY l'-4" X 8 POURED CONC. FOOTING W/ KEYWAY 8" POURED FOUNDATION WALL 2" RIGID EXTERIOR INSULATION APPLIED ON THE BIERTO� Ip ARCHITECT PROPOSED SILL AND TERMITE SHIELD FRANK UELLENDAHLCR 4 CONCRETE SLAB 123 CENTRAL AVE 316 ON GRADE I I 1 GREENPORT, NB011944 17 -6„ FE TEL. 631-477 8624 OWNER JI - - - - - - - - - - - - - - - - - - - - I L - - - - - - - - - - - - - - - 89 THO � RONASMITH W MPSON BLVD GREENPORT, NY 11944 -686 7787 - - - - - - II - - — — — — — — — — — — — , I - - — — i - - - - - I� — — — — -, I �� ®. � 1 1 �w.UFZ cy� 2X12 F.J. @ 16 O.C. = ri I I WITH BRIDGING `LJ L - - - — — — — — — — - � cl- I I I I I I I I z I I I I i I i Q EXISTING I I o IL - - - - - - - - , I BREAKFAST NOOK I I I W M — - - --lF� I III I I I I PREPARE 30” X 30" OPENING I DATE- 01/23/2015 FOR ACCESS TO CRAWL SPACE r L J I L JJ I I w¢ SCALE: 1/4" = 1'-0" � r 17- r� L J azo r� I L'- - - - - - - - - - - - - - - - �' I FOUNDATION PLAN DWG. NAME FOUNDATION PLAN I I A-3 - - - - - - - - - � I r - - -- - - y - ©¢ DWG NO LIVING ROOM W EXTENSION TO UNIT X89 J W.I.CL. X W U EXISTING MASTER BEDROOM N 89 PECONIC M.BATH � LANDING ROUTE 25 EXISTING EXISTING GREENPORT, NY BREAKFAST NOOK CONCRETE SLAB J Z ARCHITECT J FRANK UELLENDAHL 123 CENTRAL AVE. P.0 BOX 316 w GREENPORT, NY 11944 F-C TEL: 631-477 8624 HALF WALL OWNER z RONA SMITH v MECH. RM. LIVINGG ROQM THOMPSON BLVD 3 GREE NPORT, NY 11944 CLG. HGT: 9-0" TEL. 917-686 7787 EXISTING KITCHEN cz) � ® A 107 NET SF 'C E Z A - - - - - � 141 i I cLos�r O In EXISTING EXISTING Etz GARAGE DINING ROOM I a J_ C W ® a m o EXISTING N BEDROOM 4U a DATE- 01/23/2015 COVERED PORCH Q SCALE: 3/16° = l'—O" Y cD EXISTING o FLOOR PLAN o� DWG. NAME 0 EXISTING FLOOR PLAN ©¢ A-4 DWG NO 20'-0" LIVING ROOM 6'-51/2" 6'-51/2" 6'-51/2" W EXTENSION r - - — — — — — — — — — — — — — — — � a TO UNIT #89 - I _LLLLLLLLLLLLLLL '-LLLLLLLLLLLLLL \ (3) 2X10 BEAM / I i_LLLLLLLLLLLLL w LLLLLLLLLLLLL \ c3 -3 / LLLLLLLLLLL 0 0 LLLLLLLLLL W PROPOSED �`` - I PROPOSED Li—LLLLLL COVERED PORCH ® � Qom/, I STONE PATIO I_LL Z ®� W PECONIC CONCRETE PAVERS 171_6 ���/ ; �9 \200 SF X N `�/ w 4'-6" 8'-6" 4'-6" LANDING CDCD TW 2852 TW 2852 6" ROUTE 25 GREENPORT, NY 0 oiREc�t vEN�rLOr�s N AREPIACE �N 42 OPENING o ARCHITECT \ I EXISTING GRANITE HEARTH o m FRANK UELLENDAHL 00 W.I.CL. MASTER BEDROOM 6'-0" `� 123 CENTRAL AVE. 00 Q' P.0 BOX 316 GREENPORT, NY 11944 N N F- TEL: 631-477 8624 z i e2X8 C.J. Q 16" O.C. co Z. MFWH60611 PALR WITH BRIDGING OWNER TI IRONA MITH IIII VD 5.25"x14" flush PSL PARALLAM BEAM co GREENPORT, NC"i 89 ONSBL44 .BATH JN 4 i TEL: 917-686 7787 3� 0 I o (2) 1.75"x11-7/8" flush LVL BEAM �!E Y EXISTING `� PROPOSED ��FE® �qA�, BREAKFAST NOOK I I ® LIVING ROOM EXTENSION 32o sF << �, CLG. HGT: 9'-0' D W00 Fc 07 f '- 0cvSm 14o y� F 11'-7" " I (3) 1.75"x11-7/8" flush LVL BEAM C7 2 0 N Z 65 Q O Z U r/3n 00 N N J EXISTING pp N 3� ¢ MECH. RM. 00 LIVING ROOM,, N aCLG. HGT: 9-0 N z REF. C a co L DW I — � � KITCHEN W W o co W N W ® EXISTING WALL I 11'-10" 15'-10" N N ® PROPOSED WALL C U - J WALL TO BE REMOVED I I c�osEr 2 a DATE: 01/23/2015 ELECTRICAL LEGEND WE 3/16" = 1'-0" E)= DUPLEX RECEPTACLE OUTLET CD PROPOSED DUPLEX RECEPTACLE OUTLET I I EXISTING EXISTING o FLOOR PLAN $p DIMMER SWITCH GARAGE DEN N I TELEVISION, CABLE DIRECTIONAL HIGH HAT I I I I — — =s DWG. NAME FLOODLIGHT I I I I A-5 EXTERIOR LIGHT g DWG. NO I I � EXISTING LSI BEDROOM LIVING ROOM ROOF ASPHALT SHINGLES TO MATCH ON ASPHALT SHINGLES TO MATCH EXIST'G ROOF P2"X6" CDX PLYWOOD SHEATHIN XA) o EXTENSION 15 LBS FELT J TO UNIT #89 518" CDX PLYWOOD SHEATHING - 2 X8" ROOF RAFTERS @ 16" O.C. R.R. @ 16" O.C. `V U „xw R-30 INSULATION 112" GYPSUM BOARD Z 1 -0" VENTED OVERHANG TO MATCH EXT'G C.J. @ 16" O.C. ATEX BEADBOARD CEILING 8!�WALL 2X10 BEAM ALL AROUND 2"X6" STUD @ 16" O.C. N PECONIC 1/2" CDX PLYWOODLANDING HOUSE WRAP 6X6 TRT'D POST ROOFING; CEMENT BOARD SIDING TO MATCH EXISTING WRAPPED WITH VERSATEX o ASPHALT SHINGLE EXISTING R-23 ROCK WOOL INSULATION I �' ROUTE 25 1/2" GYPSUM BOARD SCREENS AS PER ELEVATION CONT. RIDGE VENT I N GREENPORT, NY w EXISTING CONCRETE PAVERS ON o LOUVER OTPCTEDRRNCOMACA SLAB I I o ARCHITECT R-30 BATT INSULATION m FRANK UELLENDAHL 123 CENTRAL AVE, 2X10 RIDGE BEAM - P.O.BOX 316 ' 1 �� i' o GRTELP631-47718624 2X8 R.R. @ 16 O.C. 10 -0 2X10 R.R. @ 16" O.C. ` '-':' :- � OWNER a 0 EXISTING EXISTING TRUSS RONA SMITH ATTIC HURRICANE CLIPS EACH RAFTER SECTION THROUGH PORCH EE THOMPSON BLVD 3 GR89 THOM NY 11944 lb6" J: TEL. 917-686 7787 VENTED ROOD OVERHANG TO MATCH EXT'G ® ARC (3) 1.75"x11-7/8" flush LVL BEAM 2x8 C.J. @ 16" O.C. (2)2X6 TOP PLATE 04, U /yam. (2 1.75"x9.25" flush LVL BEAM I I (2)2X8 HEADER, TYP. �° w>3/4 FLITCH PLATE Tt 9 R-30 BATT INSULATION KITCHEN COUNTER I I /—W W W R-23 STONEWOOL INSULATIQN (e.g. ROXUL) �- GYPSUM BOARD I BETWEEN 2X6 STUDS @ 16 O.C. Z EXISTING ALIGN NEW AND EXIST G. T/0 FF EL. p LIVING ROOM LR EXTENSION I RIGID INSULATION STONE PATIO s 11 T—T 11 11 11 11 111MIMMIN ON RIM BOARDS a FOUNDATION AND CRAWL SPACE a — — — — — — - TO MATCH EXISTING CONDITION EXISTING ;% NEW o R-19 BATT INSULATION o CRAWL SPACE ;-, CRAWL SPACE NOT VENTED - w — — — — — — — — — — — — - — — — — — — — — f' o EXISTING STRUCTURE PROPOSED ADDITION 1 4 W a DATE: 01/23/2015 FOUNDATION/CRAWL SPACE N SCALE: 1/4" = t'-o" HARDWOOD FLOOR 3 o PROPOSED 3/4" SUBFLOOR, NAILED AND GLUED z 2'X12 FLOOR JOISTS @ 16" O.C. CROSS SECTION R-19 CAVITY INSULATION Z 2"X6"TRT'D SILL 2" CONCRETE DUST COAT DWG. NAME 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL SILL SEAL" POURED CONC. FOOTING W/ KEYWAY SECTION A–A o o A-6 TERMITE SHIELD ®� DWG NO m LIVING ROOM EXTENSION TO UNIT X89 W H"'MIq 0 z W J VIC 89 w PECONIC LANDING ROUTE 25 z GREENPORT, NY 0 J ARCHITECT J FRANK UELLENDAHL 123 CENTRAL AVE. 2 P.O.BOX 316 e GREENPORT, NY 11944 �n TEL: 631-477 8624 0 OWNER W RONA SMITH J 89 THOMPSON BLVD PROPOSED LR EXTENSIION PROPOSED SCREENED PORCH NORTH ELEVATION 3 GRTENPORT, NY 11944 Z TEL, 917-686 7787 ® ARC, 000 p c� o h o z � o Z U J d d d J ¢ d C J LZ 2 C.7 � m W O tIJ W O e e e W e W 00 Z cV p O ¢U d DATE: 01/23/2015 - - - - - - - - - - - - - - - - �� SCALE: 3/16" = 1'-0" w� PROPOSED EAST ELEVATION z NORTH ELEVATION ri L, o N rJ L, ri L, ri L, N s DWG NAME L _L_ - - - - - - - - - - C-D a A-7 EAST ELEVATION DWG NO CONNECTION REQUIREMENTS LIVING ROOM EXTENSION 24 >I ICE SHIELDUNOM EDGE DER o TO UNIT #89 ROOF RAFTER CONNECTION REQUIREMENTS HURRICANE CLIP WFCM TABLE 3.3 - 13 ROOF SPAN, 16 SPACING, MEAN ROOF HEIGHT 14 TYPICAL. CONNECTOR UPLIFT LOAD: 526 PLF X 0.8 = 420 PLF o ATTIC ALTERNATE POSITION OF HAL SHOWN)CLIP CONNECTOR LATERAL LOAD: 339 PLF X .8 = 2 PLF Z HURRICANE CLIP USE CONNECTOR SHEAR LOAD: 280 PLF X 0.8 = 2244 PLF SIMPSON H3 N 89 —� RAFTER TOLD TOP PLATE \ TOENAIL& REQUPDLIN EACH RAFTER TO TOP PLATE PECONIC AFTER AND TOP PLATE LATERAL AND SHEAR CONNECTION N DOUBLE TOP PLATE LANDING WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 10 FT WALL HEIGHT & SIMPSON H2A HURRICAN 4-8d COMMON NAILS (TOENAILED) REQUIRED CLIP NAILED. FROM PROVIDE Sd COMMON IN EACH RAFTER AND TOP PLATE ROUTE 25 RAFTER TO STUD. - NAILS @ 4" O.C. AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL w GREENPORT, NY 5 - Sd NAILS EACH END SHEATHING. UPLIFT STRAP CONNECTION REQUIREMENT o ROOF TO WALL z APA RATED PLYWOOD TO WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN ARCHITECT EXTEND To TOP OF TOP 5-8d COMMON NAILS IN EACH END OF m FRANK UELLENDAHL PLATE. 1-1/4" X 20 GAGE STRAP o 123 CENTRAL AVE. P,O.BOX 316 2 x 6 STUDS @16" O.C. w GREENPORT, NY 11944 HEADER CONNECTION REQUIREMENTS F- TEL: 631-477 8624 WFCM TABLE 3,5 CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LBS o OWNER CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS w RONA SMITH R.O. FOR WINDOW/DOOR W 89 THOMPSON BLVD REQU'D HEADER CONNECTION UPLIFT CAPACITY: 1041 LBS GR 1 - 1/4" X 20 GAGE STRAP TEL. NY 11944 917-686 7787 8-10D COMMUNS INTO HEADER 1 ST FLOOR 8-10D COMMONS INTO STUD J �; A 1 1/4" WIDE - 20 GAGE REQU'D HEADER CONNECTION LATERAL CAPACITY: 762 LBS c METAL STRAP @48" O.C. 5-16D SINKERS THROUGH JACK STUD MAXIMUM. 5-16D SINKERS THROUGH KING STUD r N SILL PLATE UPLIFT STRAP CONNECTION REQUIREMENT a TOP OF FOUNDATION WALL TO FOUNDATION a r `� (W 6 P 4dNAIL STRAP 5 - 8d NAILS WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN AROUND SILL PLATE 5-8d COMMON NAILS IN EACH END OF AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE 1-1/4" X 20 GAGE STRAP METAL STRAP STRAP @ 48" OC. SUBFLOOR I Ia a � W ' NAIL SHEATHING TO SILL PLATE _ 8d NAILS 4" O.C. SILL PLATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING LATERAL & SHEAR LOADS a o 2 5 REBARS 2 x 6 treated SILL PLATE (PRESCRIPTIVE ALT, TO TABLE 3.2 WFCM TABLE 3.2 A P ) ALUMINUM TERMITE FLASHING - '°,�,'- -, .,��• =>f.� ( 48 „ oc. .�: 5/8" ANCHOR BOLT @ MAX. 72 O.C.CRAWL PACE 5 8" ANCHORR BOLTS ® WWW 0 w/ FENDER WASHER. o 2" RAT SLAB ', SILL PLATE TO FOUNDATION ANCHOR BOLT N GID INSULATION f `'{ ' 3 4 EBARS -2"(R-10) RI ; o R �:; ;';�' CONNECTION RESISTING UPLIFT o i'i ;;::.. .,;,• _ u.sr; :;: WFCM TABLE 3.2 B W 8" P.P. FOUNDATION > ',; :'t i r<•, :;;: ', %;° `i» �s''� •'�'•s;•, '°<�' `'�'' ';:•;. ';'ti^{'' :',•��":;:>>.. - MAXIMUM ANCHOR BOLTSPACING: 72 INCHES oW DATE' 01/23/2015 SCALE: NTS.W -4" X 8° CONT. FTG. ,b.t l�y�{. ,'' %�� ,.,;•• }'j'. •.•�•hi�r `1•.:.'l' .'i•ll u.: s 1`• •tiit J W V] CONNECTORS SECTION ELEVATION CONNECTIONS CRITIC AL PATH o� HOLD DOWN + SHEAR CONNECTION CRITICAL PATH DWG NAME A-8 ®s DWG. NO LIVING ROOM FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM EXTENSION Joint Description Nail Sizes Nail Spacing o TO UNIT X89 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED w DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter W 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top late 1Toe-nailed n/ per joist o MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Rafter (Fa e-nailedl n�a each lap Ceding Joist Laps ow r Partitions Face-Wolfed) / p 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-nailed) n/a per tie N Blocking to Rafter ( o -nailed) 2 - 8d each end z 89 EXPOSURE 1, 3/4 MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter End-nailed) 2 - 16d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND - W PECONIC NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING " 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot o LANDING WITH DOUBLE UPRIGHTS 9'-0" AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d joints-each side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face-nailed) 2 - 16d 24' ocl ROUTE 25 MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16 o.c. along edges To or Bottom Plate to-Stud End-nailed 2 - 16d per 2x4 stud GREENPORT, NY 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS p ( ) p o AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR Z ARCHITECT CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot FRANK JELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING 2 123 CENTRAL AVE. stairs etc. ) OR AS NOTED ON DRAWINGS. P.0 BOX 316 Joist to Sill Top Plate or Qirder (Toe-nailed) 4 - 8d per joist GREENPORT, NY 11944 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to foist Toe-nailed 2 - 8d each end FE TEL: 631-477 8624 PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist (Toe-nailed 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block OWNER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face-nailed) 3 - 16d each joist o WITH RATED GALVANIZED METAL CONNECTORS BY Joist on Ledger is earn (Toed nailed) 3 - 8d per joist PSO SMITH „ Band Joist to Joist End-nailed) 3 - 16d per Joest 89 THOMPSON BLVD "TECO OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot 3 GREENPORT, NY 11944 TEL: 917-686 7787 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS r''✓�, Q SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 O.C. edges of panel, 12" o.c. 9terior �'� 10, PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 of panel 414, -�� Dia onal Boar Sheathing o,c. EXTERIOR EDGES AND 6 d 12 o.c. 9 �' 9 " ; INTERMEDIATE. 1„ x 6 „or 1 x 8 2 - 8d per support • �� 1 x 10 or wider 3 - 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field - L10 y 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6" edge / 12" fieldca— a TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field CONNECTIONS. 25 / 32" 8d 3" edge / 6" field Cl- 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Z PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10;: field o PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Hardboard 8d 6 edge / 12 field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12" field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing o STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d per support w N BEARING POINTS AT A MINIMUM. 1" x 10" or wider 3 - 8d per support o "' HANDLING, STORAGE, AND ERECTION OF N COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING o RECOMMENDATIONS. Structural Panels -` DATE: 01/23/2015 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less " 8d 6„ edge / 1 field W SCALE: N.T.S. GALVANIZED MACHINE BOLTS 12" O.C., greater than 1 10d 6 edge / 6 field W N Diagonal Board Sheathing Framing Notes 1" x 6" or 1" x 8" 2 - 8d per support Z Nailing Schedule 12• 12• 12• t2°4—/ 1" x 10" or wider 3 - 8d per support Z �4 OR: TRUSSLOK CONNECTORS BY 'FastenMaster' Q 16" O.C. „Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed N DWG NAME 3 on-center at the panel edge to obtain higher shear capacities nailing requirements-tor structural members shall x be doubled , or alternate connectors , such as shear plates , shal'I be used to maintain the load path. o A-9 e 2 When wall sheathin is continuous over connected members , the tabulated number of nails shall be permitted to o a be reduced to 1 - l�d nail per foot. ©¢ DWG. NO