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HomeMy WebLinkAbout39521-Z ��Q�ru4Ft1�KCQ Town of Southold 9/25/2015 P.O.Box 1179 53095 Main Rd o ar 01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37792 Date: 9/25/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 555 Flint St, Greenport SCTM#: 473889 Sec/Block/Lot: 48.-2-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2015 pursuant to which Building Permit No. 39521 dated 2/3/2015 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Manwaring,Wayde&Manwaring,Julia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39521 09-24-2015 PLUMBERS CERTIFICATION DATED 06-30-205 Brad Piecuch /11�ori/ed Signature p�guFF0L4- TOWN OF SOUTHOLD BUILDING DEPARTMENT N a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39521 Date: 2/3/2015 Permission is hereby granted to: Manwaring, Wayde & Manwaring, Julia 321 7th St Greenport, NY 11944 To: Additions and alterations (using average setback) as applied for. At premises located at: 555 Flint St, Greenport SCTM # 473889 Sec/Block/Lot# 48.-2-12.1 Pursuant to application dated 1/29/2015 and approved by the Building Inspector. To expire on 8/4/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $320.00 CO -ADDITION TO DWELLING $50.00 Total: $370.00 ui ding Ins ector 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 ate. Fj/" New Construction: Old or Pre-existing Building: (check one) Location of Property: 321j� House No. Street i Hamlet Owner or Owners of Property: butt �6)05 d gV at�4 14AIy W'q lZ l)Z7 Suffolk County Tax Map No 1000, Section �-� Block 0�_2 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: / dU lC Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ oLj �d Applicant Signature SOUIy®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G iQ roger.richert@town.southoId.ny.us Southold,NY 11971-0959 ®l�c®UM`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Manwaring Address: 555 Flint Street City: Greenport St: New York Zip: 11944 Budding Permit#: 39521 Section. 48 Block 2 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Pro Electric License No: 33703-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 " Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect El Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 1- Paddle Fan Notes: Inspector Signature: Date: September 24, 2015 Electrical 81 Compliance Form.xls sorry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 'Q I BUILDING DEPARTMENT F'pl' TOWN OF SOUTHOLD ;�J ------------ ro�,, LF ;oUlllni p CERTIFICATION Date: Building Permit No. 3q 6-2 1 Owner:—YVav� ahw aripIq (Please p int) -Plumber: rac (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. —44- --- (Plumbersgnature) Sworn to before me this -1110 day of v , 20 15 r 4 Zgaj Notary Public, v County TRACEY L. DWYEFI NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22_1G. 3 OE SOUT,y�lo COUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 PECTION [ F NDATION 1 ST [ ] ROUGH PLUMBING [ I FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 46::l DATE INSPECTOR r3f so cou TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPEC N FOUNDATIOWIST ROUGH PLUMBING �NDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) I CODE VIOLATICAN CAULKING REMARKS:. /A�INSPECTOR DATE . 7 qf so cou TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. I I FOUNDATION IST R GH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLAT N CAULKING REMARKS: DATE -INSPECTOR- lti���OE SOpr�olo �IycDUM`I,�c� TOWN VF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' - I FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) [ ] CODE VIOLA N [VrCAULKING REMARKS: DATE 05/-20 /5' INSPECTOR 2��` i 3 �o��OF SOUT,yOIo co ,� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ XRO PLUMBING [ ] FOUNDATION 2ND [ ATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -, /�� ze 5' Y7 Z rj_ "J- DATE INSPECTOR SOUlyolo �ycoUMV,�^c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 1' 1 1 0 • � • 1 1. � / rr � • r ' • 1 Y 1 � a Wi MIT, OF ROUGH Ir PLUMING r _ low . lrI' 1INOLATIONPLAN.Y. ter.. STATE ENERCTY Or ro, , / .� r • t1 r r r t r R � .Y 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) 765-9502c� S�' Survey www.northfork.net/Southold/' ' PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees Examined 21 1 20 Contact: Approved 3 1 ��120 Mail to /f//[ elle�/I( � Disapproved a/c [h� J r ; � � Expiration ,20 2 9 2015ILO) Building ncr OF SOUTHOLD APPLICATION FOR BUILDING PERMIT `— Date JkUU4P_ , 20`jam 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 LIA VoE -,( obu eq Loqx-i WAEOE (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. 00 0tL 194L_7',6,C Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section -4t*� Block OZ- Lot 1,2 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �! C. 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 14 (Description) 4. Estimated Cost Fe - f20 (2�00 'k d4L.D (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. 7. Dimensions of existing structures, if any: Front 22 . Rear ,cj Depth .1--2 ! Height C 26 Number of Stories - , � Dimensions of same structure with alterations or additions: Front 22,_,E5Rear Depth 4q 1 Height C-q , ,`moo ' Number of Stories 2- 8 Dimensions of entire new construction: Front /&"S� Rear rl5� Depth /7c;' Height ea , /-4�& Number of Stories 9. Size of lot: Front 7z % Ream.2S Depth G2 10. Date of Purchase Name of Former Owner ::&)& 11. Zone or use district in which premises are situated /2 e 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO l/ 13. Will lot be re-graded? YES -", NO Will excess fill be removed from premises? YES VINO 14. Names of Owner of premises 4u �� ress.32/ Phone No,�0l-¢77- Name of Architect ak Mdress Phone No i��/- Name of Contractor Address y Phone No.,!6.F/- -3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO L" * 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 S�1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Awl-�1Y6G (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 day of LG&U4 & 20 /j�; Notary Public UAGIature of Applicant Scott A. Russell Ir ST01KA\\4WA\' 1E1k SUPERVISOR1\�1[A\1NA\�G1IEl\�1[IEIN,IF SOUTHOLD TOWN HALL-P.O.Box 1179 k 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE Ii OLLOWIN&. YesNo (CHECK ALL THAT APPLY) ❑VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑64. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 05/c. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0[0. 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. ❑[ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Propert ,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date tn i ` /� �(�, District / ,r�f �J /�j NAME l_ 2 A C/ ®2 (2,j 01—gq—`:/ Section Block Lot ffm "" /J ****FOR, IN_G PART NT USE ONLY**** Contact Information �7- G� ITetrphorc\umbrrl 4 Reviewe By: i — — — — — — — — — — — — — — — — w Property Address/Location of Construction Work: — — — — — — — — —� — — — ��, - ,y �� Approved for processing Buildtn Per it. �^ ��l Stolmwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Fonvard to Engineering Department for Review.) f - � o Town Hall Annex ( Telephone(631)765-1802 54375-Rain Road v, ax(63 i).s765- 5 2 P.O-Box 1179 G_ Q roger.richert(drownoutl�io�d.ny us Southold,NY 11971-0959 a BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Pf® Date: I Company Name: pox 0 Name: Pao 1 E. Core - License No.: Address: P ® b0X 1 '63U(L 01 UG Phone.No.: 3 00 JOBSITE INFORMATION: (*Indicates required information *Name: r9 All/ W A k 1v-1 Ad 5 *Address: 1,•nf S r C K09 321 *Cross Street: *Phone No_: «f—',Z�� 6 Permit No.: 3 CIS 2 Tax-Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Poa,ciar -4 &LA rooms►. "d (Please Circle All That Apply) *Is job ready for inspection: OES NO. Rough In - final r *Do-you need a Temp Certificate: YES! NO Temp Information (if needed] *Service Size: 1 Phase 3Phase 700 150 200 300 350 - 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ` Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form I g a R e • — 0P. 0.1-W ' P �. FA1D MON FE ale N �� pIN LOIK GN t' 4 °03 d t'�. ate• r ID go Ix I { ai is "� 4� RyEP ..✓I.BE DECK tE 1 1.9'W STEPS S� tv 9.S rj} e t ll Au 11 FRAME 2 STflRYCORP. a fG 01 GARAGE FRAME e P7 it NOUSE A3 v �? o � 1 t3' BRICK 8C6Na STEPS t � PPE '5Q.0o r Iq 820 47' 108d W o.D'N FLINT -Web Software Generated byREScheck Compliance Certificate Project THE MANWARING 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: 321 SEVENTH STREET JULIA&WAYDE MANWARING FRANK UELLENDAHL GREENPORT,New York 11944 OWNERS ARCHITECT 3217TH STREET 123 CENTRAL AVE GREENPORT,New York 11944 GREENPORT,New York 11944 trade-offCompliance: Passes using UA Compliance: 4.1%Better Than Code Maximum UA: 98 Your UA: 94 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 Glazing Cont Assembly or or Door UA Ceiling:Cathedral 331 30.0 0.0 0.034 11 Wall:Wood Frame,161n.D.C. 648 15.0 0.0 0.077 44 Window:Wood Frame,2 Pane w/Low-E 72 0.300 22 Floor:All-Wood joist/Truss Over Uncond.Space 331 17.0 0.0 0.052 17 Compliance Statement. The proposed building design described is c nsistent with the building plans,specifications,and other calculations submitted with the permit application.The propose b i i en designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Vet's o t comply with the mandatory requirements listed in thq REScheck Inspection Checklist. Name-Title SibnMure Date q UEL( 'S,r T �y m �• 021 y ONS Project Title:THE MANWARING RESIDENCE Report date: 01/28/15 REScheck 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 Verifies! #, Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions' & Req.ID 103.2 ;Construction drawings and {❑Complies [PR1]1 documentation sufficiently 1" ❑Does Not demonstrates energy code I , (0' compliance for the building TI Observable envelope. ! 1❑Not Applicable ; 103.2, ;Construction drawings and ( ;❑Complies 403.7 ;documentation sufficiently ; ,° 'ElDoes Not [PR3]1 j demonstrates energy code i +❑Not Observable compliance for lighting and mechanical systems.Systems ` :❑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 1 Btu/hr Btu/hr T Does Not on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ;❑Not Applicable j i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) .3 1 Low Impact(Tier 3) Project Title:THE MANWARING RESIDENCE Report date: 01/28/15 2010 New York Foundation Inspection Complies? Comments/Assumptions 'Energy 303.2.1' "a Exposed foundation insulation ;❑Complies [F011]z s protection. ;❑Does Not a ; ;❑Not Observable ❑Not Applicable j 403.8., Snow melt controls. ;❑Complies [F012]z , ;❑Does Not i ❑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 MANWARING RESIDENCE Report date: 01/28/15 SectionPlans Verified Field Verified # ' Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.4.4 ;Fenestration that is not site built y ;❑Complies [FR20]1 !is listed and labeled as meeting I .•;❑Does Not U �AAMA/WDMA/CSA 101/I.S.2/A440 , or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. ; , 402'.4.5 y IC-rated recessed lighting fixtures 1❑Complies [FR16]2 sealed at housing/interior finish 1 ti❑Does Not and labeled to indicate&It;=2.0 `9a I• ❑Not Observable a cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ;❑Complies [FR13]1 !air handlers,filter boxes,and If ❑Does Not ; �� ;building cavities used as return ;❑Not Observable 'ducts are sealed. " °�❑Not Applicable , 403.2.3 Building cavities are not used as ! S❑Complies [FR15]3 I ducts or plenums. i ;;❑Does Not }❑Not Observable j 3❑Not Applicable 403.3 3 HVAC piping conveying fluids R- R- ;❑Complies [FR1712 }above 105 QF or chilled fluids ;❑Does Not 2 below 55 QF are insulated to R-3. ;❑Not Observable ❑Not Applicable 403.4 'Circulating service hot water R- I R- ;❑Complies [FR18]2 r pipes are insulated to R-2. ;❑Does Not j :J ;❑Not Observable ❑Not Applicable , 403.5 }Automatic or gravity dampers are ;❑Complies [FR19]2 installed on all outdoor air " ❑Does Not intakes and exhausts. i ;❑Not Observable I 1,❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MANWARING RESIDENCE Report date: 01/28/15 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ;❑Complies [IN13]2 1 installed R-values provided. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE MANWARING RESIDENCE Report date: 01/28/15 Section " Plans Verified'' Field Verified #' 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 I verified by blower door test result :❑Does Not [FI17]1 ;of&It;7 ACH at 50 Pa.This ❑Not Observable 164, ;requirement may instead be met via visual inspection,in which t❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies [FI4]1 1 construction with maximum ❑Does Not 119 ;leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems.For ❑Not Applicable 1 rough-in tests,verification may need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems it and 4 cfm without air handler. ; 403.1.1 Programmable thermostats ;❑Complies [FI9]2 • installed on forced air furnaces. ;; +❑Does Not ❑Not Observable • �,❑Not Applicable 403.1.2 S Heat pump thermostat installed . ❑Complies [FI10]2 }on heat pumps. r i❑Does Not T❑Not Observable ,,'❑Not Applicable ; 403.4 ;Circulating service hot water n �❑Complies [FI1])2 systems have automatic or ❑Does Not accessible manual controls. J )❑Not Observable ' ❑Not Applicable 401.3Compliance certificate posted. ? ❑Complies [FI7]2 ,• ;❑Does Not ;❑Not Observable ;;❑Not Applicable 303.3 1 ;Manufacturer manuals for ( ;❑Complies [FI18]3, mechanical and water heating 1. ;. ❑Does Not equipment have been provided. ;= ,❑Not Observable '. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13'1 Low Impact(Tier 3) Project Title:THE MANWARING RESIDENCE Report date: 01/28/15 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 17.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door Heating & Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments � PROPOSED y DESIGN CRITERIA: OCCUPANCY �� m � ADDITION { ZONING CALCULATIONS Z GROUND SNOW LOAD - 45 PSF. �, USE IS UN {.. LOT AREA - = ca. 13,452 SF 100.00% LIVING AREAS AND DECKS - 40 PSF. c SLEEPING AREA - 30 PSF. `'`R I` �"�"� EXISTING HOUSE COVERAGE = ca. 887 SF g mc WIND SPEED - 120 MPH 6 25 T CERT C •E EXISTING GARAGE = Co. 347 SF Q SEISMIC DESIGN CATEGORY - B ®� /1(��� f�/1110('► EXISTING GARAGE = Co. 80 SF w WEATHERING - SEVERE OCCUPANCY .V 1'1,NC EXISTING POOL = Co. 512 SF � FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY EXIST'G BLDG, COVERAGE = ca, 1,826 SF = 13.57% N DECAY - SLIGHT RETAIN STORM WATER RUNOFF ADDED BLDG. COVERAGE = ca. 289 SF = 2.15% ICE SHIELD UNDERLAYMENT REQUIRED - YESPURSUANT TO CHAPTER 236 TOTAL BLDG. COVERAGE = ca. 2,115 SF = ' ALLOW. BLDG. COVERAGE based on 13 45 o DESIGN IN ACCORDANCE WITH AMERICAN FOREST SHED � OF THE TOWN CODE. R-40; 20% OF LOT AREA = ca, 2,690 SF = 20.00% r i r►i r PRODUCTS WOOD FRAME CONSTRUCTION MANUAL C;� C w i �J1' i_i l L. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 8, REAR YARD EXISTING STRUCTURES WINDOW SCHEDULE 9CA N GREENPORT,NY - - ^Up PROPOSED ADDITION o 321 7TH STREET J PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400-SERIES. _---__-- ��'�' et � ARCHITECT NO GRILLES, EXTERIOR: WHITE, PRE-FINISHED WHITE ON ^16X32' POOL^�-�=��= o FRANK UELLENDAHL INSIDE; GLASS TO BE HIGH PERFORMANCE LOW-E GLASS --.---------- SCREENS ARE PROVIDED FOR ALL WINDOWS - -----=------- -------- 123 CENTRAL AVENUE P.0.80X 316 WINDOW HARDWARE: ESTATE SATIN NICKEL Mark Size Description Quantity = ==� APS ��f - AS 111071 D GREENPORT, NY 11944 - _ 3 �,�. �„ `� �-- TEL: 631-477 8624 iiB.P. o�C�=--`—c'LE q A TW2646 DOUBLE-HUNG 6 :RIIMQ -i✓ Jr/ �, DATE. OWNERS p fj N �9� FEE BY: Z JULIA&WAYDE MANWARING WINDBORNE #- il 1 z y NOTIFY BUILDING DEPARTMENT AT 321 SEVENTH STREET DEBRIS PROTECTIONx �` 765-1802 8 AM TO 4 PM FOR THE 3 GREENPORT, NY 11944 S SCHEDULE 15' s. Q �s j; =" ? ,�.y�►' Y — 7-1866 FOLLOWING INSPECTIONS: " SIDE YARD `-' ` 1. FOUNDATION - TWO REQUIRED C ,:;, r., PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS ARD r— "� . _,,., ri::. narK ` FOR POURED CONCRETE OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, , ; SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER f �; _ Fv 2. ROUGH - FRAMING & PLUMBING THE GLAZED OPENINGS OF THE CONVERTED GARAGE 3. INSULATION UNLESS OPERATIONAL WOOD SHUTTERS ARE IN PLACE. - a 4. FINAL - CONSTRUCTION MUST DRAWING SCHEDULE 10. E COMPLETE FR C.O. 2' ALL CON TRUCTIOo SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW A-1 SITE PLAN - DESIGN CRITERIA - WINDOW SCHEDULE YORK STATE. NOT RESPONSIBLE FOR F A-2 FRONT YARD SETBACK AVERAGING `r' DESIGN OR CONSTRUCTION ERRORS. o A-3 AS-BUILT 1ST FLOOR PLAN N A-4 PROPOSED 1ST FLOOR PLAN A-5 FOUNDATION PLAN, CROSS SECTION COiViPLY WITH ALL CODES OF A-6 SOUTH ELEVATION GAR GE A-7 EAST ELEVATION .2-STORY NEW YORK STA T E & TOWN CODES z A-8 CONNECTORS CRITICAL PATH FRAME HOUSE 16'5 AS REQUIRED AI\ A-9 NAILING SCHEDULE - FRAMING NOTES a o g ------------ a' '� ¢ S T WN RI ANNING ROARD W GENERAL NOTES � M 1• ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM 75,00 DATE- 01/30/2015 BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. FLINT STREET PLUMBING =z SCALE: ,/,s° = 1'-0° 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- ALL PLUMBING WASTE SCALE: 1/16" =1'-0" 4 SITE PLAN LARCH STRUCTURAL GRADE #2 OR BETTER. &WATER'LINES'NEED Y TESTING•BEFORE COVERING SITEPLAN Design Criteria 3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 1-STORY MASTER BEDROOM SUITE ADDITION -- - F— Window Schedule INSURANCE NECESSARY TO PROTECT THE ENGINEER FORMER 2-FAMILY DWELLING WITH 4 BEDROOMS WAS TURNED INTO SINGLE-FAMILY DWELLING IN 1989 w AND OWNER. SCTM# = 1000-48-02-12.1 =a M. NAME 4. DO NOT BACKFILL AGAINST FOUNDATION WALLS ci TOWN OF SOUTHOLD o A-1 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE �uI! �IN PERMIT "'PPT jf�,�TjON 5. THIS DRAWING IS AN INSTRUMENT PREPARED TO - --_ SUFFOLK COUNTY, NEW YORK o¢ DWG NO CONSTRUED CASSARCONTTRACT BETWEENLBUILDER AND JANUARY 30, 2015 OWNER. PROPOSED z ADDITION o = a X QW W zU W V N i N 2 � ^\ J r RLS 1,DLE llCE V GREENPORT,NY CD 321 7TH STREET J R R o ARCHITECT `,` `•� " FRANK UELLENDAHL 123 CENTRAL AVENUE P,O,BOX 316 w GREENPORT, NY 11944 TEL; 631-477 8624 a OWNERS ® REAR YARD JULIA& WAYDE MANWARING 321 SEVENTH STREET F�7 GREENPORT, NY 11944 631-477-1866 5 15 10' s U 6.5' n H Z 0 0 50.00'_050.00' 75.00' Ln rc6 c U U U U U a V S w U � a � z a � o m FLINT STREET w o TOTAL FRONT YARD SETBACKS: 92 FT N M 0 0 4.0'+4.0'+4.0'+0.5'+0.5'+36.5'+42.5' 92 FT : 7 LOTS = 13.14 FT I--- z DATE- 01/30/2015 W N SCALE- N.T.S. �o AVERAGE SETBACK = 13.14 FT SITE PLAN f-- SITEPLAN FRONT YARD C� o AVERAGING SCTM# = 1000-48-02-12.1 �E M. NAME = TOWN OF SOUTHOLD A-2 SUFFOLK COUNTY, NEW YORK ®¢ DWG NO w 0 PROPOSED z ADDITION o � X W e U Z W U N 37'-1 1/2" 4'-1 1/2" 7'-11" Q J 10'-6 1/2" J 2'-10" J J 13'-4» J J 3'-7 1 /2" J L r 0 N RLSIDLI ICL MA O O o GREENPORT,NY PANTRY O O 0 321 7TH STREET cnz ARCHITECT o FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 KITCHEN w GREENPORT, NY 11944 TEL: 631-411 8624 d OWNERS Z JULIA&WAYDE MANWARING w 321 SEVENTH STREET GREENPORT, NY 11944 O Y 631-477-1866 _ �`q N ENCLOSED PORCH - - - - - - - - - SUNROOM � � LIVING RM. DINING RM. o QJ U d J d Q Q ACCESS TO 2'-8" 3'-0" BASEMENT m limmmW w o Z o 8'-11 1/2" 13'-4 1/2" 4 1 2' 13'_4» Qo o a DATE- 01/30/2015 N SCALE- 1/4" = 1'-0" �Z 0 4 AS-BUILT 1ST FLOOR PLAN o� =a DWG. NAME EXISTING 1 ST FLOOR PLAN A-3 ©4 DWG. NO SCALE; 1/4" = l'-O" PROPOSED zADDITION iE W _ 00 I PANTRY — 00 1 Ell � Q w CE KITCHEN Q Elw C=) r-L r, 1 'Dt-il L M GREENPORT,NY ENCLOSED PORCH _ _ _ _ _ _ _ _ _ ® SUNROOM o 321 7TH STREET N ARCHITECT o FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 �E TEL: 631-477 8624 OWNERS LIVING R M. DINING R M. el— W 321 SEVENTH STREET w JULIA& WAYDE MANWARING 3 GREENPORT, NY 11944 631-477-1866 N ACCESS TO by 4'-2" J » 3'-6» " CO 10'-4» BAS MENT Q n� - SD .TH. 48" ❑F - - CID _ 1 W I CL BATH `I' U W. • CLG.HGT: N8'-4» 24 x80 2x80 HOWE 36"X60"• s W SD a m L9 OR CATHEDRAL CLG. o o 0 Z o ELECTRICAL LEGEND �o Z DATE: 01/30/2015 DUPLEX RECEPTACLE OUTLET SMOKE DETECTORco ❑A l GFI GROUND FAULT INTERRUPTOR OUTLET S COD CO DETECTOR o SCALE: 1/4° = 1'-0" ® NEW WALLCl r HIGH HAT FIXTURE OV TELEVISION I PROPOSED 2 X10 R.R. @ 16 O.C. 2"X10" R.R. @ 16„ O.C. EXISTING WALL 1ST FLOOR PLAN SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED CEILING FAN - ® _ _ _ = REMOVED WALL SWITCH EXTERIOR SOFFIT d W/ R-30 INSU TION W/ -30 INSULATION s p DIMMER SWITCH WALL MOUNTED FLOOD LIGHT =a DWG. NAME EXHAUST FAN w/ LIGHT TH, THERMOSTAT/RADIANT HEAT �I - I PROPOSED 1 ST FLOOR PLAN DWG No A-4 21-9 » SCALE: 1/4 = 1 -0 ®� A 17,_6 � _ R-30 INSULATION PROPOSED - - — — — — — — —:%- - — — — - - — — - - - - - - -_—_- I — UNDER CANTILEVER _ ADDITION FOUNDATION NOTES � _ _ _ _ _ _ _ _ _ _ I I I I I I STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 Q NEW WALL ;;, _ READY MIX CONCRETE.,% I I I I I I T� EXISTING WALL I - I 2"X10" C.J.@ 16" O.C. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON WALL ABOVE UNDISTURBED SOIL. 1 w/ BRIDGING and R-17 INSULATION ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. N —____=====1 1 2" RIGID ENCAPSULATED INSULATION �il L UNVENTED I I FOUNDATION CRAWL SPACE . GREENPORT,NY CRAWL SPACE I HARD WOOD FLOOR TO MATCH EXISTING LR/DR FLOOR o 321 7TH STREET i I 12 RAT SLAB I 00 3/4 ,T&G SUBFLOOR, NAILED AND GLUED ARCHITECT 1 I o 2 X10 FLOOR JOISTS @ 16 O.C. m FRANK UELLENDAHL 2"X10" C.J. @ 16 O.C. I R-17 INSULATION = 123 CENTRAL AVENUE I I 2"X6" TREATED SILL P,O BOX 316 w/ BRIDGING and R-17 INSULATION GREENPORT, NY 11944 2 CONCRETE DUST COAT TEL- 631-477 8624 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL OWNERS 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY o JULIA & WAYDE MANWARING L — — — — — — — — — — — — — — — -' 2" RIGID FOAM INSULATION ON INTERIOR WALL 321 SEVENTH STREET I GREENPORT, NY 11944 t BITUMINOUS DAMPPROOFING TO GRADE Y 631-477-1866 SILL SEAL 171-6)1 FOUNDATION PLAN TERMITE SHIELD ac u t f LE: 1 4" = 1'-0" CONT. RIDGE VENT SCA RIDGE STRAPS EA. RAFTER PAIR N (2) 2X10 RIDGE BEAM ROOF ASPHALT SHINGLES TO MATCH EXIST'G ROOF FOLLOW MANUFACTORER'S GUIDELINE FOR INSTALLATION: 01 2X6 16" D.C. 2X10 R.R. @ 16" O.C. IN 120 MPH REGION: 6 NAILS PER SHINGLE REQU'D ¢��� r ABOVEE C CLOO SET & BATH RM. — — -w/ R-30 BATT INSULATION OBAFFLES 15 LBS FELT N HURRICANE CLIP EA. RAFTER (2) 2X4 TOP PLATE 5/8 CDX PLYWOOD SHEATHING (2) 2X6 HEADER 2'X10" ROOF RAFTERS @ 16" O.C. W MBR WINDOWS TO ALIGN WITH R-30 BATT INSULATION S2 z EXISTING LR WINDOWS 1/2" GYPSUM BOARD CD E O J V NTED OVERHANG MBR a MATCH EXISTG. VENTED SOFFIT, FACIA BD & GUTTERS U o N z o LCA _ � 2X4 WALL STUDS @ 16" O.C. °o w/ R-15 STONE WOOL INSULATION 4 Q� Z w DATE- 01/30/2015 (2) 2X4 TRT'D SUBSILL WALL CONSTRUCTION �¢ SCALE 1/4° = 1'-D" 2X4 STUD WALL @ 16" O.C. Q w PROPOSED 2X10 F.J. @ 16 O.C. 1X8 VERSATEX FRIEZE BD. w R-15 ROCK WOOL INSULATION e. ROXOL FOUNDATION PLAN w/ R-17 BATT INSULATION AROUND CANTILEVER - / g' o�, CROSS SECTION CA. 30"X30" ACCESS PANEL = 1/2 CDX PLYWOOD SHEATHING �25 z ' o TYVEK HOUSE WRAP OR X30 FELT PAPER DWG NAME -' CRAWL SPACE :-, SECTION A-A SIDING: VINYL SIDING TO MATCH EXISTING A-5 DWG NO 2" RAT SLAB M SCALE: 1/4" = 1'-0" E PROPOSED z ADDITION o � 17771 X W D W V V tl9 Na W �w E i Li Rc` GREENPORT,NY 0 321 7TH STREET ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE P,0 BOX 316 w GREENPORT, NY 11944 TEL: 631-477 8624 d OWNERS Z JULIA& WAYDE MANWARING E, 321 SEVENTH STREET 3 GREENPORT, NY 11944 Y -477-1866 ® q bFr4 1 y 4 U d d � d 2 c, U' Z a Ll Lj-�= JO m W O W W O D Z O � M O C� O o W DATE 01/30/2015 N SCALE: 1/4" = 1'-0" _ o 4 PROPOSED SOUTH ELEVATION PROPOSED ADDITION o N Z =a DWG. NAME SOUTH ELEVATION o A-6 DWG. NO SCALE: 1/4" = l'-O" O¢ PROPOSED z ADDITION mc J Lj X W p W V W Cn ZN W W H W 1\LV�DL�•�C LL l- R GREENPORT,NY 321 7TH STREET s ARCHITECT o FRANK UELLENDAHL 123 CENTRAL AVENUE P,O.BOX 316 W GREENPORT, NY 11944 TEL: 631-477 8624 a OWNERS JULIA&WAYDE MANWARING w 321 SEVENTH STREET AM GREENPORT, NY 11944 Y 631-477-1866 R ? L>;- �a 9 Yah\ 2 FN Z 0 S U a d 4 d o O m -w 0 w oN 0 z o 0 — — — — — — — — — — — — — — — — — — — — — o o a DATE• 01/30/2015 tz8 VERSATEX FASCIA BD. SCALE' 1/4" = 1'-D" AROUND CANTILEVER =o PROPOSED Y EAST ELEVATION �o N(n J LJ L DWG NAME rl EAST ELEVATION o A-7 DWG, NO PROPOSED ADDITION J SCALE: 1/4" = 1'-D° o¢ PROPOSED RIDGE TENSION STRAPS ADDITION 1 1/4" WIDE - 20 GAGE CONNECTION REQUIREMENTS METAL STRAP @ EACH RAFTER PAIR 4 - 8d NAILS 24" ICE SHIELD UNDERLAYMENT i REQUIRED - 24" FROM EDGE w HURRICANE CLIP z TYPICAL. RAFTER TO TOP PLATE Q LATERAL AND SHEAR CONNECTION �� a El �WFCMTABLE33A - (PRESCRIPTIVE ALT. TO TABLE 3.3) - OFF WALL HEIGHT I I I I I I I I 3-8d COMMON NAILS (TOENAILED) REQUIRED RE �r !�i�, IN EACH RAFTER AND TOP PLATE RES1DLr*i!C`L I SIMPSON H2A HURRICANE HEADER GREENPORT,NY CLIP NAILED. FROM PROVIDE 8d COMMON UPLIFT STRAP CONNECTION REQUIREMENT o 321 7TH STREET RAFTER TO STUD. - 7 NAILS @ 4" O.C. AT z TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL ROOF TO WALL 5 - 8d NAILS EACH ENDJ SHEATHING. WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 20 FT ROOF SP o ARCHITECT 5-8d COMMON NAILS IN EACH END OF o FRANK UELLENDAHL APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP 123 CENTRAL AVENUE P.O.BOX 316 EXTEND TO TOP OF TOP GREENPORT, NY 11944 PLATE. i-= TEL: 631-477 8624 UPLIFT STRAP CONNECTION REQUIREMENT OWNERS WALL TO FOUNDATION Z JULIA & WAYDE MANWARING WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 20 FT ROOF SPAN 321 SEVENTH STREET 5-8d COMMON NAILS IN EACH END OF GREENPORT, NY 11944 1-1/4" X 20 GAGE STRAP 631-477-1866 R (2) 1 1/4" WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT F' F/ METAL STRAPS AT WINDOW FOR CONNECTION RESISTING LATERAL & SHEAR LOADSrF 9 HEADER TO STUD CONNECTION— AND FOUNDATION TO STUD CONNECTION WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) 1�2" ANCHOR BOLT @MAX, 46" O.C., OR 1 1/4" WIDE - 20 GAGE ' METAL STRAP ® 48' OC. MAXIM ACQ SILL PLATE SILL PLATE TO FOUNDATION ANCHOR BOLT 0o TOP OF FOUNDATION CONNECTION RESISTING UPLIFT U WFCM TABLE 32 B a 1ST FLOOR MAXIMUM ANCHOR BOLT SPACING: 72 INCHES W WRAP + NAIL STRAP CD a ( 4 - 4d NAILS ) AROUND SILL PLATE CD a o m AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE METAL STRAP @ 48" OC. 5 - 8d NAILS ,�Vf _ '. t'� �•'i .'.:4• � � •�iiiv �rF'i..f,,'v";t"x i.t�/••;n{�.•�. •r•••if''t,,y� O N .aj•,�;Jt ;l::1• !'•:*: ;%{„` :ti i}• s�`Y.L:I+i `.4, '.F,:'.•�.. .iJ:.�'.::."' .i):;^.;.�";� :..-t.• z o ••fad, ?, rl..�:a;_ _ �i°; .r=• •f , .t�"• .'f.:t� +�i' = M NAIL SHEATHING TO SILL PLAT 8d NAILS @ 4" O.C. :+> ".,: :;i ;•.:r 1:':�: r;,•; 1:;.;; :.+.s.;.,, ,:.';'':• :;;'' ¢� o +'.+.•'1•' :ai 'a` ••r• i•,i•.i.,•i^'+:' ti.1 „Y` c!=;:.' •.t.i.�:>:r CU _ ,1• Vis: ij; a'4. rdt::�i: '>;mm.iii+t r.t S's. :�.'•�;sr`„\:' 'a`:`�. .w.,:.i:1!.• CRAW PACE z� �;' .-, :>:�' -,:.��:y•. ,;'�;:_':' :;�;'�_ :.:1;.,-;•. :�•• =a . t' ., t,, y; :a 4 }: {;, o DATE 2 x 4 SILL PLATE '`''' „'la^ �'.�; ='�� :i•_ ,•,`•:, {:.';;•;,'; ';i,> :.:'. 'e•;;;^ •d:• � � _ ' 01 30 2015 2 4 R BARS ;>: :}; �: ;,;. s ',,�; ":r; ( ) # ALUMINUM TERMITE FLASHING 'f:; . , •:C,' ';y �:�.%.:. .' :�: '• SCALE: _ 2" RIGID INSULATION - :; >: ::: "':.;r;;;: ;� =Z 1/2" X 12" A.B. � 46" OC. •' o w/ 3"x3"x3/16" FENDER WASHER. r CRITICAL PATH (max. 12" from end of sill plates) a CONNECTORS 2" CONIC, SLAB W/ 6X6 10/10 WWM . ; 8" P.C.FOUNDATION s W/ 1'-4" X 8" CONT. FTG. - DWG. NAME SECTION (3) #4 REBARS ELEVATION CONNECTIONS o� A-8 ®¢ DWG NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM m PROPOSEDADDITION= Z Joint Description Nail Sizes Nail Spacing o 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED • DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate (Tae- - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter w Q 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top Plate Toe-nailed n/ per foist Ceiling Joist to Parallel Ra ZrteFo e-nailed n a each lap Z MIN, THICKNESS OR AS NOTED. g Ceiling Joist Laps ov r Partitions Face-nai ed) n/a each lap 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-nai ed) n/a per tie N EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o -nailed 2 - 8d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter (eEnd-nai ed) 2 - 16d each end Q NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed), 2 - 16d per foot r- �= L k i L WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH Top Plates at ntersection Face-nailed) 4 - 16d joints-gach side RLSDL1:C` TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed 2 - 16d 24 o.c. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16" o.c, along edges GREENPORT,NY 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 321 7TH STREET 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 ARCHITECT CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face-nailed) 2 - 16d Z per foot o FRANK UELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING 123 CENTRAL AVENUE stairs etc. OR AS NOTED ON DRAWINGS. P.O.BOX 316 w GREENPORT, NY 11944 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist iE TEL: 631-477 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe-nailed 2 - 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist (Toe-nailed 2 - 8d each end OWNERS Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face-nailed) 3 - 16d each joist w JULIA & WAYDE MANWARING WITH RATED GALVANIZED METAL CONNECTORS BY Joist on Ledger to Ream (Toe-nailed) 3 - 8d per each. w 321 SEVENTH STREET Band Joist to Joist End-nailed) 3 - 16d per Joist GR T;-i ! 444 "TECO OR APPROVED EQUAL, Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot Y 477,---86 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" ox.,perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of panel, 12 o.c. interior 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4 of panel Diagonal"Board Sheathing „ `� o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. 1 x 6 or 1 x 8 2 - 8d per support \ INTERMEDIATE. 1" x 10" or wider 3 - 8d per support is 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field � o 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" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels s CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16 6d 3" edge / 6" field CONNECTIONS. 25 / 32" 8d 3" edge / 6" field " o 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-1-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND ardboard 8d 6" edge / 12 field E3 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 BEARING POINTS AT A MINIMUM. 1" x 10" or wider 3 - 8d per support o HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING DATE 01/30/2015 RECOMMENDATIONS, Structural Panels SCALE, N.T.S.NTs 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6" edge / 1�" field FRAMING NOTES GALVANIZED MACHINE BOLTS @ 12" O.C.. greater than 1 10d 6 edge / 6 field Z Diagonal Board Sheathing o Nailing Schedule 1" x 6" or 1" x 8" 2 - 8d per support o 12• 12• 12' 11• 1" x 10 or wider 3 - 8d per support a DWG. NAME OR: TRUSSLOK CONNECTORS BY 'FastenMoster' @ 16" O.C. "Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed a A_g for structural members shall ©Q DWG NO be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. E 2 When wall sheathin is continuous over connected members , the tabulated number of nails shall be permitted to L:16::416• be reduced to 1 - 1g6d nail per foot.