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HomeMy WebLinkAbout39362-Z Town of Southold 9/16/2015 P.O.Box 1179 53095 Main Rd �0';V1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37778 Date: 9/16/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1205 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 35.4-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/31/2014 pursuant to which Building Permit No. 39362 dated 11/12/2014 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: ADDITION TO A ONE FAMILY DWELLING(COTTAGE#31)AS APPLIED FOR The certificate is issued to Peconic Lndng @ Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 09-14-2015 39362 PLUMBERS CERTIFICATION DATED /i46oriWed Si ature o�s' l�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "off • 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#: 39362 Date: 11/12/2014 Permission is hereby granted to: Peconic Lndng @ Southold 1500 Brecknock Rd Greenport, NY 11944 To: construct an alteration, living room expansion at Cottage 31, as applied for At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 10/31/2014 and approved by the Building Inspector. To expire on 5/13/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $318.80 CO -ALTERATION TO DWELLING $50.00 Total: $368.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 New Construction: Old or Pre-existing Building: / (check one) Location of Property: Jam` House No. Street V Harfilet Owner or Owners of Property: ���1�V Suffolk County Tax Map No 1000, Section Block Lot 2� Subdivision 2 I Filed Map. Lot: Permit No. Jq 3lp�(, Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: A (check one) Fee Submitted: $ a �� Applicant§ignature *pF SOUTy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • a� roger.riche rt(C7town.southold.ny.us Southold,NY 11971-0959 C/11A ou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ullman -(Peconic Landing)Cottage 31 Address: 1205 Route 25(31 Sandpiper) City: Greenport St: New York Zip: 11944 Building Permit#: 39362 Section: 35 Block 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric License No: 42868-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 Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: Sun Room, Radiant Electric Floor Heat Notes- Inspector Signature: Date: September 14, 2015 Electrical 81 Compliance Form.xls °�/ hO��OF SOUly�lo TOWN OF SOUTHOLD BUILDING= DEPT.' 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J � ®�o J DATE �� �� �'� INSPECTOR pF s0 yp courm,��' TOWN- OF SOUTHOLD- BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 'R H 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 INSPECTOR i 7 SOF SO(/l�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c � c _ e DATE INSPECTOR OF SOGry�� 3 1 coum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 611�ELECTRICAL (FINAL) REMARKS: DATE1/&M INSPECTOR Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com September 4, 2015 Submitted to: Building Department Town of Southold Owner: Stephen and Martha Ulman 31 Sandpiper Lane Peconic Landing in Greenport Re: Building Permit #39362 This is to confirm that the foundation at the above referenced location was executed as per the architect's plans and specifications. The existing porch slab remained in place, the extended new foundation wall is a minimum of 3'-0" deep below grade. Best regards, � f F nk Uellendahl, RA Q 1 1 l!I SEP � L-_ r,LDG DEPT oxi ,r 05 1 PLUMBING INSULATIONPEAN.Y. STATE ENERGY CODE VAM 1 • 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. '� ,�� Check Septic Form N.Y.S.D.E.C. Trustees Examined 11 7�20q' Contact: _rte, Approved Z 20 Mail to: I kllL — qe`! l Disapproved a/c n Phone: Expiration 2,20 0 uilding Inspector ®CT 3 1 2014 PLICATION FOR BUILDING PERMIT BLDG DEPT Date OCT 3® , 20 (* TOWN OF SOUTHOLO 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, agenrarchitect teengineer, general contractor, electrician, plumber or builder: Name of owner of premises ty H A 10 (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: 31 9sy� P/ e L�- '' ��ca�7 e GPS/.c9 `-0 Z8GZ)P — House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed-constriction: a. Existing use and occupancy b. Intended use and occupancy g�� �T 3. Nature of work(check which applicable): New Building Addition C/ Alteration Repair Removal Demolition Other Work _ (Descriptions 4. Estimated Cost �Q ��� Fee 2d© ___ (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 152` Rear J�2 I Depth `v,✓acv� Height Get, 22—q Number of Stories / ► r Dimensions of same structure with alterations or�additions: Front es r ;Rear.y Depth CGS ,70 r Height CGS, �� Number of Stories -Ar '`' 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase /CV 19,4-LI-214- Name of Former Owner 2bl ,f. j 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES V/ NO ; Will excess fill be removed from premises? YES ,,/NO zwz MaJ4 14. Names of Owner of preh�C_ / Z �j�d Address�/ �//' �'�iPhone No. �3l7 Name of Architect h2�7 Ll jQY1zytz&& Address P-06 3161`' Phone No *ay1 -4--n -56 Name of Contractor Address VPhone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V 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 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, �� (S)He is the 1 // (it— (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 toefore me this ` day of 20_(4- 1 Notary Public V .Signature of Applicant Scott A. Russell , �°Su '� � STO]K1��1 WAXIEIK SUPERVISOR MA\INA\G I E M IE NIr SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 4Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES (PROJECT INVOLVE ANY OF THE ]FOLLOWIN& Yes (CHECK ALL THAT APPLY) []/A. learing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ : E Cavation or filling involving more than 200 cubic yards of material ithin any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑RD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ Site preparation within the one-hundred-year f loodplain as depicted oon 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]PIan 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 Contr and a comp ted Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Prop)rq Desi n Professional,Agent,Contractor,Other) S.C.T.M. °`: 1000 Date: �] District f� NAME �l/ JJ 01 29 to—So Section Block Lot FOR BUILDING DEPARTMENT USE ONLY **** Contact Information rraroc�x� Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. �l Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. 11,5�?- (Forward to Engineering Department for Review.) i o��oF sa�jyo! a Town Hall Annex ] Telephone(631)765-1802 54375 Main Road CA ax(631)765- 5Q2, P.O.Box 1179 G Q roaer.richert town.sout�io d ny us Southold,NY 11971-0959 YO BUn DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' I REQUESTED BY: MI ,r Date: Company Name: I'W TM Name: License No.: t 46 Address: Phone No.: l JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Spv�jllbs QVLe .� C, IN- Greer *Cross Street: *Phone No.: X31- ct Permit No:: 1,5Ci `S6� Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) SLY\- qcwA1 6-ap- wuiNr (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough in Final *Do you need a Temp Certificate: YES/ NO - Temp Information (if needed) I *Service Size: 1 Phase 3Phase 100 150 -200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �1 1;�a ai ,mss 6�x 82-Request for Inspection Form �. Generated by REScheck-Web Software Compliance Certificate Project THE ULMAN 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: 31 SANDPIPER LANE @ PECONIC STEPHEN AND MARTHA ULMAN FRANK UELLENDAHL LANDING 31 SANDPIPER LANE ARCHITECT GREENPORT,New York 11944 GREENPORT, New York 11944 GREENPORT, New York 11944 Compliance: Passes;using UA trade-off Compliance. 4.6%Better Than Code Maximum UA: 153 Your UA: 146 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 R-Value R-Value or . ..Glazin . Perimeter, U-Factor Ceiling:Cathedral 297 30.0 0.0 0.034 9 Skylight:Wood Frame,2 Pane w/Low-E 14 0.550 8 Skylight:Wood Frame,2 Pane w/Low-E 14 0.550 8 Wall:Wood Frame, 16in.o.c. 766 21.0 0.0 0.057 33 Window:Wood Frame,2 Pane w/Low-E 171 0.380 65 Door:Glass 23 0.330 8 Floor:All-Wood joist/Truss Over Uncond.Space 297 17.0 0.0 0.052 15 Compliance Statement: The proposed building design describe oui.db ent with the building plans,specifications,and other calculations submitted with the permit application.The propos d n designed to meet the 2010 New York Energy Conservation Construction , r, ments in REScheck Ve iomply with the mandatory requirements listed in the REScheck V A Name-Title �� ®' ® S g Date Project Title: THE ULMAN RESIDENCE Report date: 10/30/14 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 Verified- # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.2 ,Construction drawings and '❑Complies [PR1]1 !documentation sufficiently I❑Does Not demonstrates energy code f -;❑Not Observable compliance for the building 3 I envelope. ;❑Not Applicable 103.2, ;Construction drawings and .$❑Complies 403.7 !documentation sufficiently E _ ❑Does Not ' [PR3]1 !,demonstrates energy code ❑Not Observable r ;compliance for lighting and , mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units ; must demonstrate compliance ;with the commercial code. + s 403.6 #Heating and cooling equipment is; Heating: ; Heating: ;❑Complies [PR2]2 " sized per ACCA Manual S based ! Btu/hr Btu/hr UDoes Not on loads per ACCA Manual J or ; Cooling: ; Cooling: ;❑Not Observable s other approved methods. Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE ULMAN RESIDENCE Report date: 10/30/14 2010 New York -Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 ' Exposed foundation insulation ;❑Complies [F011]Z. protection. ;❑Does Not I❑Not Observable ;❑Not Applicable 403.8 Snow melt controls. I❑Complies [17012]2 ;❑Does Not ❑Not Observable; ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: THE ULMAN RESIDENCE Report date: 10/30/14 Section - Plan`s Verified` Field:Verified ' x # Framing-/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.4.4 ?Fenestration that is not site built '.❑Complies [FR20]1 :is listed and labeled as meeting !' }, „ ' _ ,=tc'•.`• ❑Does Not J AAMAMDMA/CSA 101/I.S.2/A440 = , ❑Not Observable ; or has infiltration rates per NFRC r' 400 that do not exceed code "'❑Not Applicable ;limits. 1. °.' „. ', p, 402.4.5 IC-rated recessed lighting fixtures `' '`;'k, .`, 113Complies [FR16]z sealed at housing/interior finish ;J ❑Does Not g.• and labeled to indicate 6 —2.0 °' '_" ' Yr:,;"; w ;�+ F11 Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ;. ': 44'❑Complies [FR13]1 !air handlers,filter boxes,and I_ ;, ;, 3❑Does Not !building cavities used as return W CO) (,_; Phot Observable ; Iducts are sealed. f, , `:i.r;''.,, ^t r.,,'' °`,,`' l ",[]Not Applicable 403:2.3 ,Building cavities are not used as r , r,4' ❑Complies [FR15]3 - ducts or plenums. ;;❑Does Not # ; �'s4 .i,, '„ •. f❑Not Observable I j', h'• ��❑Not Applicable 403.3 HVAC piping conveying fluids R- R- I❑Complies [FR17]2, 4 above 105 OF or chilled fluids ❑Does Not below 55 OF are insulated to R-3. L� ; ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ; R- R- ;❑Complies [F!1181?-' pipes are insulated to R-2. ;❑Does Not ;❑Not Observable i ;❑Not Applicable 403:5• Automatic or gravity dampers are s si „', „• ;, „'y❑Complies [FR19F installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ADNot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE ULMAN RESIDENCE Report date: 10/30/14 2010 New York Insulation inspection Complies? Comments/Assumptions Energy 303.1 TAII installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. ;❑Does Not J $ ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE ULMAN RESIDENCE Report date: 10/30/14 Section_ Plaris Verified" Field Verified u• y # Final'Inspection,Provisions =Complies?""'{ "Comments/Assumptions & Req.ID Value , Value 402.4.2,, ;Building envelope tightness ACH 50= ACH 50= {❑Complies I 402.4.2.1 verified by blower door test result; ;❑Does Not [FI17]1 of⁢7 ACH at 50 Pa.This J ;requirement may instead be met ; :[]Not Observable Ivia visual inspection,in which ; ;❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm cfm DComplies [FI4]1 ;construction with maximum ❑Does Not leakage of 8 cfm to outdoors,or (D ; ; ; ;❑Not Observable 12 cfm across systems.For 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 handler. 403:1.1- Programmable thermostats =J ❑Complies [F.19]2 installed on forced air furnaces. ` s "❑Does Not G ❑Not Observable d :"❑Not Applicable 403.1.2-' 'Heat pump thermostat installed " _ ;a❑Complies [FI10]2 on heat pumps. r ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water " = ':. g❑Complies ' [Flll]2_ systems have automatic orr ❑Does Not accessible manual controls. 4 []Not Observable ;�❑Not Applicable 401:3 Compliance certificate posted. ' r s ❑Complies [F17]z ❑Does Not 0 ,❑ %',; Not Observable ' r•,', ', )[]Not Applicable , 303:3' ` " ;Manufacturer manuals for ' "_, ;❑Complies [FIT8]3 mechanical and water heating «{ r+; i❑Does Not equipment have been provided. tai: s `3 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions. 11 High Impact(Tier 1) Z Medium Impact(Tier 2) 3• Low Impact(Tier3) Project Title:THE ULMAN RESIDENCE Report date: 10/30/14 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21:00 Below-Grade Wall 0.00 Floor 17.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.38 Door 0.33 Skylight 0.55 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments m LIVING ROOM AO PROPOSED FOUNDATION EXTENSION EXISTING WALL TO UNIT X31 J U - _- -_ W W I I I 25'-3" I 31 W PECONIC I W o LANDING E CUT BACK EXISTING SLAB ON GRADE FORM FOUNDATION WALL I `; I ROUTE 25 INSTALL RIGID R-10 INSULATION REENPORT, NY _ I F, , I �EXISTING ARCHITECT SLAB ON GRADE I I V JUN 10 '' FRANK UELLENDAHL •i I �21 123 CENTRAL AVE. = P.0.80X 316 104 f!Gr iOUTI t;l_� W GREENPORT, NY 11944 TEL: 631-477 8624 - I OWNERS Stephen & Martha ULMAN 31 SANDPIPER LANE 3 GREENPORT, NY 11944 .�R 7 0324 UEL�F W ® - - r W FOUNDATION NOTES 0 O STRENGTH = 3000 PSI AT 28 DAY ASTM a C-94 READY MIX CONCRETE. s z ALL FOOTINGS, FOUNDATIONS, ETC SHALL J Q REST ON UNDISTURBED SOIL, ALL FOOTINGS AND FOUNDATIONS SHALL BE s a EXISTING FORMED. o 0 CRAWL SPACE m cn NEW FOUNDATION/CRAWL SPACE 314" SUBFLOOR, NAILED AND GLUED o CIA o 2 X6 TREATED SILL "' 2X10 TREATED SLEEPERS 0 16" O.C. o ^ o R-19 RIGID INSULATION 6 MIL POLY VAPOR BARRIER ON -a DATE: 11/18/2014 EXISTING PITCHED CA 4 CONCRETE SLAB 'a SCALE: 1/4" = 1'-0" 1 -4" X 8 POURED CONC. FOOTING W/ KEYWAY W 8" POURED FOUNDATION WALL o BITUMINOUS DAMPPROOFING 3 4 SILL SEAL AND TERMITE SHIELDFOUNDATION PLAN oIn TS DWG NAME FOUNDATION PLAN J A-3 ©� DWG, NO LIVING ROOM EXTENSION a TO UNIT X31 J 12 x W O W LOUVER N26ToT31 ',$�� q( R z AGER LENGTH PECONIC PROVIDE OPENINGS 12 N35 ti� LMDING GEPEFEFORROPRRAFTERS SPAN � ROUTE 25 ' N GREENPORT, NY N W Z O DOUBLE FRAMING AROUND SKYLIGHT ARCHITECT FRANK UELLENDAHL EXISTING 21-71) -7 R-38 BATT INSULATION ON BAFFLES 123 CENTRAL AVE P,O,BOX 316 ROOF 3—$" R Q W GREENPORT, NY 11944 ASPHALT SHINGLES TO MATCH EXIST'G ROOF ATTIC KNEEWALL HURRICANE CLIPS TEL: 631-477 8624 FOLLOW MANUFACTORER S GUIDELINE FOR INSTALL PTION: 2X6 STUDS 16 O.C. EACH RAFTERo OWNERS N IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D W/ R-21 INSULATION Stephen & Martha ULMAN N 5 8 CDXELT 31 SANDPIPER LANE 15LBSF - - - - - W " „ � PLYWOOD SHEATHING "? �, VENTED SOFFIT GRTELP631-477NY 11944 0324 2 X10 ROOF RAFTERS @ 16 O.C. :.------- R-38 INSULATION (2) 2X6 TOP PLATE o ," D ((2 46"X46" STATIONARY SKYLIGHTS, INSULATED z �1'— 0" � •� 5�8" ,GYPSUM BOARD HEADER: CA. 1 —10 VENTED ROOF OVERHANG MATCH EXIST'G. VENTED SOFFIT & GUTTERS 5"X14" GLUED-LAMINATED BIAM n VERSATEX FACIA BOARD (2) JACK STUDS d WALL � N o =� a Ln 1/2" GYPSUM BOARD o o R-19 RIGID INSULATION „ W , R21BATT INSULATION °o BETWEEN TRT'D SLEEPERS s z 2"X6", STUD @ 16 O.C. on 6 mil VAPOR BARRIER g 5/8, CDX PLYWOOD CEEMENTWBOARD SIDING TO MATCH EXISTING EXISTING on EXT G CONC. Scm C-D LAB cm VERSATEX WINDOW CASINGS AND CORNER BOARDS LIVING ROOM ' 2" RIGID INSULATION = m on RIM BOARD W � o0 FOUNDATION N N 0 _ o 3/4" SUBFLOOR, NAILED AND GLUED 2XX10 TREATED FLOOR JOIST SLEEPERS © 16" O.C. EXISTING 2X6 TR'D SILL PLATE o DATE: 11/18/2014 » >} CRAWL SPACE 2 ;; �' � � =o SCALE: 3/8° = 1'-0" R-19 RIGID INSULATION R-10 RIGID INSULATION X6 TREATED SILL 6 MIL POLY VAPOR BARRIER ON %; z CA 4" EXISTING PITCHED CONCRETE SLAB CROSS SECTION 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY - - - - - - - - - � `V 8" POURED FOUNDATION WALL 1'-4" TS DWG NAME 2" RIGID INTERIOR INSULATION APPLIED ON THEA-5 PROPOSED ADDITION �� SECTION A—A � A-5 BITUMINOUS DAMPPROOFING (R-10) ® DWG. No SILL SEAL AND TERMITE SHIELD LIVING ROOM GENERAL NOTES DESIGN CRITERIA: EXTENSION �0 EN PORCH��� TO UNIT X31 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN MISTER BEDROOM ACCORDANCE WITH THE NEW YORK STATE UNIFORM GROUND SNOW LOAD - 45 PSF. Noo ff w BUILDING CODE, AND THE NEW YORK STATE ENERGY LIVING AREAS - 40 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. Z SLEEPING AREA - 30 PSF. w 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A WIND SPEED - 120 MPH LIVING ROOM MINIMUM 28 DAY STRENGTH OF 3000 PSI SEISMIC DESIGN CATEGORY - B3 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- WEATHERING - SEVERE J RRCRER s LARCH STRUCTURAL GRADE 2 OR BETTER. FROST LINE DEPTH - 36 Da PECONIC TERMITE - MODERATE TO HEAVY a4TH LANDING 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DECAY - SLIGHT C� STAIR AND FLOOR OPENINGS POSTS AND PARALLEL ICE SHIELD UNDERLAYMENT REQUIRED - YES rTWO PARTITIONS, EXCEPT AS NOTEb ON DRAWING. BATH5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND DESIGN IN ACCORDANCE WITH AMERICAN FOREST — ROUTE 25 FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. PRODUCTS WOOD FRAME CONSTRUCTION MANUALGREENPORT, NY 6. ALL DIMENSIONS AND GS�AA E CONDITIONS TO BE FOR 1&2- FAMILY HOUSE — FOYERVERIFIED BY CONTRACTO (S� PRIOR TO START OF PRESCRIPTNE DESIGN METHOD. eEDRooM �CONSTRUCTION AND ORDERIING OF MATERIALS. THIS FOUNDATION HAS BEEN D GNED FOR A SOIL `" o ARCHITECT BEARING CAPACITY OF TWO1�2�j TSF AND GRADES _ _ - BEDROOM FRANK UELLENDAHL LESS THAN 5%. CONTRACTR SHALL VERIFY THAT EXISTING THESE CONDITIONS ARE MET. ALL FILL BENEATHL — 123 CENTRAL AVE. CONCRETE SLABS TO BE COMPACTED TO 95% WINDOW SCHEDULE OCCUPANCYC-DPA.BOX 316 RELATIVE DENSITY. UNLAWFUL gp GREENPORT, NY 11944 7. ALL HEADERS 6,0 FT IN LENGTH AND OVER TO BE U S E IS U LA F U L � TEL: 631-477 8624 WINDOWS ARE ANDERSON PRODUCTS GLAZED AS WINDBORNE SUPPORTED BY DOUBLE UPRIGHTS, EA FT AND OVER �= ,����j OWNERS BY TRIPLE UPRIGHTS. ALL HEADERS TO BE DEBRIS IMPACT RESISTANT UNIT ASSEMBLIES WITH HIGH aE 9 H OUT CE TI_L rq °b MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. STRENGTH .090" PVB HIGH PERFORMANCE LAMINATED GLASS. e z LR EXTENSIONS o a- a �' "% " ` Stephen & Martha ULMAN 8. PROVIDE FIRESTOPPING AT ALL LEVEL THE GLAZED OPENINGS MEET THE REQUIREMENTS OF THE -5�� ��ti�P�tN(--,)f ��i / LANE PENETRATIONS LARGE MISSILE TEST OF ASTM E 1996.g ////�j///jf Y EE SANDPIPER 0324 3 GREENPORT, NY 11944 MASTER BEDROOM 9. PROVIDE FLASHING AT ALL ROOF BREAKS, WINDOWS AND DOORS ARE INSULATED AND WEATHERSTRIPPED, foo FAsr D -4R CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS SCREENS TO BE PROVIDED FOR DOOR AND WINDOWS. APPROVED AS NOD .� �y.UE(� Chi AND DECKS ETC.. � � � 10. DO NOT SCALE DRAWINGS. _ CONTEMPORAY HARDWARE, FINISH: SATIN NICKEL J 3 LIVING ROOM SKYLIGHTS = VELUX PRODUCTS WITH IMPACT RESISTANT GLASS DATE B.P # 0 v 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- 7 D IOICHEN - ENGINEER ARE NOT RESPONSIBLE FOR THE FEE:__s1 BY4 I O CD INSPECTION SUPERVISION OR ADMINISTRATION OF Mark Size Description Quantity THIS CONSTRUCTION PRbJECT. FEDERAL STATE NOTIFY BUILDING DEPART AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE A TW21062-2 DOUBLE-HUNG 3 765-1802 8 AN] TO 4 P1VI MT� SHALL BE THE RESPONSIBILITY OF THE A TW21062 DOUBLE-HUNG 3 FOLLOWING INSPECTIONS- C} ° MECH.RM. 1 CONTRACTOR. _ BUH I B FW03180AR HINGED OUTSWING PATIO DOOR 1 1. FOUNDATION-TWO RE 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO C S 06 NON-VENTED SKYLIGHT 2 FOR POURED CONCRE I FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND w/ SHADES 2 ROUGH-FRAMING,PLUMBIN I I OWNER. STRAPPING, ELECTRICAL& AULKING — FOYER if 3. INSULATION BEDROOM M�GOGE L — c 13. THIS STRUCTURE HAS BEEN DESIGNED IN — ACCORDANCE WITH THE NEW YORK STATE ENERGY 4 FINAL-CONSTRUCTION &E ECTRICAL 3 CONSERVATION CODE. MUST BE COMPLETE FOR C QOM 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL ALL CONSTRUCTION SHALL ME PROPOSED z CHANGES PRIOR TO AND DURING CONSTRUCTION. REQUIREMENTS OF THE CODES OF NEW L — YORK STATE NOT RESPONSIBLE FOR 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. o 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND DRAWING SCHEDULE PROPOSED LIVING ROOM EXTENSIONT' � ' o M INSURANCE NECESSARY TO PROTECT THE ENGINEER MUSES—CI AND OWNER. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES O EXISTING COVERED PORCH TO BE DEMOLISHED W 17. UNTILNFLOOR SYSTEM INSTALLATION tISDCOMPLE EE LLS A-2 SITE PLAN LIVINGROOM TO BE EXTENDED WITH NEW CRAWL SPACE ' DATE: 10/30/2014 A-3 FOUNDATION PLAN N SCALE: NTS A-4 PROPOSED FLOOR PLAN o A-5 CROSS SECTION 3 a TITLE SHEET A-6 PROPOSED WEST ELEVATION BUILDING PERMIT APPLICATION a Design Criteria A-7 CRITICAL PATH - CONNECTORS �� General Notes A-8 NAILING SCHEDULE - FRAMING NOTES OCTOBER 30, 2014 DWG. NAME A-1 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 ® DWG. NO LIVING ROOM =� EXTENSION TO UNIT #31 31 o J 0 34 PECONIC LANDING o v W t ROUTE 25 v N GREENPORT, NY W 0 J Z ARCHITECT 33 m FRANK UELLENDAHL 123 CENTRAL AVE. P.0 BOX 316 w GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS Stephen & Martha ULMAN SANDPIPER LANE 3 GREENPORT, NY 11944 Y TEL: 631-477 0324 E�kED Ac� Q .UE(ct F C� W • 0 1. o Z Z U J � d d 4 Av�� 32 ca- w z o U m J W D 'cY PROPOSED LIVING ROOM EXTENSION o 0 Oji �w 31 a DATE: 10/30/2014 SCALE: 1/32" = 1'-0" W_N PA O BRA K SITE PLAN SITE PLAN PROPOSED SUNROOM ADDITION R�A�N�NGo WA SCTM# = 1000-35-01-25 4 TOWN OF SOUTHOLD DWG NAME EXISTING COTTAGE UNIT 34 SUFFOLK COUNTY, NEW YORK o A -2 ®¢ DWG. NO m LIVING ROOM PROPOSED FOUNDATION EXTENSION A-)i EXISTING WALL o TO UNIT X31 V W 22'-4„ ZU W N 31 LANDING - _ ROUTE 25 N GREENPORT, NY w J c..i I I o J NON-VENTED ARCHITECT C RAW L SPACE I I o FRANK UELLENDAHL o m 2 CONCRETE RAT SLAB I = 123 CENTRAL AVE. cn a P.0 BOX 316 o GREENPORT, NY 11944 F_ TEL: 631-477 8624 x PREPARE 30 X 30 OPENING o OWNERS `" FOR ACCESS TO CRAWL SPACE %;% I Stephen & Martha ULMAN 31 SANDPIPER LANE GREENPORT, NY 11944 o TEL 631-477 0324 Le BRED AA Fo s 4'-0" - o FOUNDATION NOTES A STRENGTH = 3000 PSI AT 28 DAY ASTM o O C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL ca_ REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE s FORMED. EXISTING CRAWL SPACE NEW FOUNDATION/CRAWL SPACE o .a. � o / ID 2X10 FLOOR JOISTS Q 16" O.C. o 0 o R-19 INSULATION 2"X6" TREATED SILL 2" CONCRETE DUST COAT a DATE: 10/30/2014 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL a SCALE: 1/4" = 1'-D" l'-4" X 8 POURED CONC. FOOTING W/ KEYWAY w 8" POURED FOUNDATION WALL 2" RIGID EXTERIOR INSULATION APPLIED ON THE FOUNDATION PLAN BITUMINOUS DAMPPROOFING SILL SEAL AND TERMITE SHIELD 3E DWG. NAME A-3 �o FOUNDATION PLAN o4 DWG. NO PROPOSED CONSTRUCTION A m LIVING ROOM — O EXTENSION . L — J WALL TO BE REMOVED 22'_4" o TO UNIT X31 ELECTRICAL LEGEND E)= DUPLEX RECEPTACLE OUTLET ^ 21'-4" DUPLEX RECEPTACLE OUTLET - t " 6'-�" R.O. 1'_2^ 6'-q" R.O. 1- ° 6'-q" R.O. ^^ W $p DIMMER SWITCH of _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TVA TELEVISION, CABLE BRICK PATIO �- � Tw21062-2 Tw2losz-2 Tw21os2-2 E PATIO ' 31 { 4 DIRECTIONAL HIGH HAT STONE 14 FLOODLIGHT N ME PECONIC 5::�7, EXTERIOR LIGHT o CONTINUOUS HEADER ALL SIDES: 3.5"X11.25"1.55E �SL BEAM I o I N LANDING �- - 001 — e�.— - - --- - - - - - - — - - � IO ROUTE 25 LR EXTENSION I GREENPORT, NY CATHEDRAL CEILING J d 1297 SF I i I o ARCHITECT CD FRANK UELLENDAHL SKYLIGHT ABOVE I SKYLIGHT ABOVE o 123 CENTRAL AVE. r © m ck� I P.O.BOX 316 3'-4" 3'L "4 1= N W 1GREENPORT, NY 11944 J J� o TEL: 631-477 8624 i I o " I I❑ OWNERS EXT'G SLIDER TO REMAINL — _ — J L — — J I ,, W Stephen & Martha ULMAN — � 31 SANDPIPER LANE 3 GREENPORT, NY 11944 5-1/4"X14" PARALLAM PSL BEAM: Y TE z 77 0324 (2) JACK STUDS �,��VkED,q,q MASTER BEDROOM — - = - =r = - - — _ �+, U c F Ir�-.J --1� ..1- -�L _ •- - 16'41 J J BREAKFAST REMOVE EXT'G WINDOWS NOOK r j AND POSTS AND MAINAIN KNEE WALL @ ca 28' C o a � o to 4 Z U J Q Q H d REF. o I I EXISTING o � �- _ KITCHEN w N o OO 4 U o& DATE: 10/30/2014 D OO Q SCALE: 1/4" = 1'-0" �Z + _ — _ LR EXTENSION o FLOOR PLAN o� =a DWG. NAME 0 0 o A-4 DWG. NO M. BATH o ® m LIVING ROOM EXTENSION TO UNIT X31 12 X``1 W 7 2s' W =' LOUVER N �8 TO Rq 31 SER �ENcrH PECONIC PROVIDE OPENINGS 12 w IN EXT'G RAFTERS N13'> » LANDING FOR PROPER VENTING N3.5 RACER SPAN ROUTE 25 GREENPORT, NY 0 ROOF DOUBLE FRAMING ARCHITECT FOLLOW Z ASPHALT SHINGLES TO MATCH EXIST'G ROOF AROUND SKYLIGHT FOLLOW MANUFACTORER'S GUIDELINE FOR INSTALLATION: m FRANK UELLENDAHL 123 IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D EXISTING R-38 BATT INSULATION ON BAFFLES CENTRAL AVE. P.O.BOX 316 15 LBS FELTATTIC KNEEWALL ,3,8 R�. i GRLP1 TE : 631-4778624 5/8" CDX PLYWOOD SHEATHING HURRICANE CLIPS 2'X10" ROOF RAFTERS @ 16" O.C. 2X6 STUDS @ 16 O.C. N R-30 INSULATION W/ R-21 INSULATION EACH RAFTER OWNERS „ „ z Stephen & Martha ULMAN (2 ,46 X46 STATIONARY SKYLIGHTS, INSULATED _ — — — — — — — — — — — — — — — 31 SANDPIPER LANE 5�8 GYPSUM BOARD N N VENTED SOFFIT Y OREENPORT, NY 11944 CA. 1'-10" VENTED ROOF OVERHANG MATCH EXIST'G. VENTED SOFFIT & GUTTERS z (2) 2X6 TOP PLATE ���� t /�R� tQ N1 - 0 ��.V�(C VERSATEX FACIA BOARD HEADER: 5"X14" GLUED-LAMINATED BI.AM WALL - (2) JACK STUDS 1/2" GYPSUM BOARD N o � , 21, BATT INSULATION _Cr) 2X6 STUD @ 16 O.C. o o o ; 5/8" CDX PLYWOOD R-19 BATT INSULATION'00 o HOUSE WRAP Q Z J CEMENT BOARD SIDING TO MATCH EXISTING Q VERSATEX WINDOW CASINGS AND CORNER BOARDS Adg EXISTING- LIVING ROOM \ '�� RIGID INSUuLATION o NEW FOUNDATION CRAWL SPACE ON RIMBOARDS o GRADE o 3 4" SUBFLOOR, NAILED AND GLUED 2X10 FLOOR JOISTS @ 16" O.C. - - PROPOSED ; , - R-17 INSULATION EXISTING ' ' ,• �. CRAWL SPACE 2X6 TR'D SILL PLATES a DATE: 10/30/2014 2„X6 TREATED SILL BASEMENT FOUNDATION AND CRAWL SPACE z SCALE: 3 B” = 1'-0" 2 CONCRETE DUST COAT TO MATCH EXISTING CONDITION "' 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL -'-' 8 Y CROSS SECTION 1'-4" X 8" POURED CONC, FOOTING W/ KEYWAY 8" POURED FOUNDATION WALL — — — — — — — — — ''' ''' ' Q 2" RIGID EXTERIOR INSULATION APPLIED ON THE _ 13,- 11-4" �� DWG NAME — BITUMINOUS DAMPPROOFING (R-10) 4 PROPOSED ADDITION SECTION A—A A5 SILL SEAL AND TERMITE SHIELD ©a DWG. NO m LIVING ROOM EXTENSION • o TO UNIT X31 - W _ U x w zU W 31 z W PECONIC W LANDING W ROUTE 25 z GREENPORT, NY 0 CD J ARCHITECT J FRANK UELLENDAHL 123 CENTRAL AVE. ......... ....... ...... TT I�T,ITITI� TT� TT TT P.0.80X 316 GREENPORT, NY 11944 TEL: 631-477 8624 � OWNERS Stephen & Martha ULMAN Izi 31 SANDPIPER LANE 3 GREEN - 944 Y a � w - 0 o Z � o 4 Z � d n. 4 C Q g d Z C7 a => O m U J W O p O Z „") _ O RETAINING BLOCK WALL F� TO MATCH EXISTING L J L J Z w DATE: 10/30/2014 SCALE: 1/4" = V-0" J N O 3 �z NORTH ELEVATION �4 o� DWG NAME NORTH ELEVATION CL CD CD A-6 DWG. NO O¢ CONNECTION REQUIREMENTS m LIVING ROOM EXTENSION 24" I ICE SHIELD UNDERLAYMENT o TO UNIT #31 REQUIRED - 24" FROM EDGE 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 H3L SHOWN)CLIP HURRICANE CLIP USE CONNECTOR SHCONNECTORTEAR LOAD 280 PLF X 0.8 = 224 PLF SIMPSON H3 3 RAFTER TO MM TOP PLATE fi WOENAILED6 REQU�DLIN EACH RAFTER TO TOP PLATE PECONIC AFTER ANDDDD TOP PLATE LATERAL AND SHEAR CONNECTION DOUBLE TOP PLATE LANDING WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 10 FT WALL HEIGH SIMPSON 1-12A HURRICAN 4-8d COMMON NAILS (TOENAILED) REQUIRED r CLIP NAILED. FROM PROVIDE 8d COMMON IN EACH RAFTER AND TOP PLATE ROUTE 25 RAFTER TO STUD. - NAILS @ 4" O.C. AT -TYPICAL GALL RAFTERS EXTERIOR REENPORT, NY dNAILS EACH END SHEATHING. UPLIFT OF ALL UPLIFT STRAP CONNECTION REQUIREMENT N W 0 JROOF TO WALL z APA RATED PLYWOOD TO WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN a 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 123 CENTRAL AVE P.O.BOX 316 2 x 6 STUDS X16" O.C. HEADER CONNECTION REQUIREMENTS GRTEL:P631-47711944 8624 WFCM TABLE 3,5 CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LBS o OWNERS CONNECTOR LATERAL LOAD: 762 X 0,8 = 612 LBS Stephen & Martha ULMAN R.O. FOR WINDOW/DOOR 31 SANDPIPER LANE REQU'D HEADER CONNECTION UPLIFT CAPACITY: 1041 LBS 3 GREENPORT, NY 11944 1 - 1/4' X 20 GAGE STRAP TEL 8-10D COMMUNS INTO HEADER 8-10D COMMONS INTO STUD 1ST FLOOR VEL gi 1 1/4" WIDE - 20 GAGE REQU'D HEADER CONNECTION LATERAL CAPACITY: 762 LBS �� ZF METAL STRAP @48" OC. 5-16D SINKERS THROUGH JACK STUD �Cz MAXIMUM. 5-16D SINKERS THROUGH KING STUD a SILL PLATE UPLIFT STRAP CONNECTION REQUIREMENT -�� TOP OF FOUNDATION WALL TO FOUNDATION S2 RAP + NAIL STRAP o , 1E1 WRAP - 4d NAILS ) 5 - 8d NAILS WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 16 FT ROOF SPAN AAROUND 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 @ 48" OC. SUBFLOOR Q c NAIL SHEATHING TO SILL PLATE SILL PLATE TO FOUNDATION ANCHOR BOLT s 8d NAILS @ 4" O.C. " 5 KEBABS ;1.. _-• CONNECTION RESISTING LATERAL & SHEAR LOADS o 2 2 x 6 treated SILL PLATE r.: ocm U r,' "� - WFCM TABLE 3.2 A PRESCRIPTIVE ALT. TO TABLE 3,2 ALUMINUM TERMITE FLASHING 5 COR BOLT @ MAX. O.C.SPACE 5 8" ANCHOR BOLTS � 4a oC. WWW o ' 2" RAT SLAB SILL PLATE T0 FOUNDATION ANCHORBOLTw/ FENDER WASHER. U o 2"(R-10) RIGID INSULATION o 3 4 KEBABS .';`• CONNECTION RESISTING UPLIFT o ?f i` '," y. ;;;�; -.; .j :i•_d:r,'.;;•.c;: r :` is WFCM TABLE 3.2 B 8" P.C. FOUNDATION '•r l`� .,� -1F;•„ ""` �""' }` r.. MAXIMUM ANCHOR BOLT SPACING: 72 INCHES 10/30/2014 4:, DATE: W 1' 4° X 8" CONT. FTG. % ''t s' .;''i' rti p o �� ' �¢ SCALE: CONNECTIONS CRITICAL PATH I SECTION ELEVATION �o CONNECTORS z o� HOLD DOWN + SHEAR CONNECTION CRITICAL PATH DWG. NAME A-7 DWG. NO W LIVING ROOM FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM EXTENSION • 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o TO UNIT #31 J 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 date (Toe-nailed n/ per foist o MIN. THICKNESS OR AS NOTED, Ceiling Joist to Parallel Ratter (Fa e-nailed) n/aa each lap z Ceiling Joist Laps ov r Partitions Face-nailed) n/a each lap 3, ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-Hai ed) n/a per tie EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter (o -nailed 2 - 8d each end z 31 PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter End-Hai ed) 2 - 16d each end w pECONIC 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 o LANDING WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d fonts-gach side W TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed) 2 - 16d 24 o.c. 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 N 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 CIRCULATION IN ROOFS, Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1.2 per foot ARCHITECT FRANK UELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING o 123 CENTRAL AVE. stairs etc, ) OR AS NOTED ON DRAWINGS. P.O.BOX 316 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist GREENPORT, NY 11944 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to foist �oe-nailed 2 - 8d each end TEL: 631-477 8624 PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist oe-Haile 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block OWNERS 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face-nailed) 3 - 16d each joist o Joist on Ledger to earn (Toe-nailed) 3 - 8d per each. z Stephen & Martha ULMAN WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist earn 3 - 16d per Joist p 31 SANDPIPER LANE "TECO OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot GREENPORT, NY 11944 Y 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING TEL. 631-4710324 BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS ED 4 SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c. perimeter zone R L ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o:c. edges of r�� '( 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" of npanei2" o.c. interior �� Dia onal Boar Sheathing � � r o.c. EXTERIOR EDGES AND 6 d @ 12 o.c. g 1" x 6d' or 1 xg8" 2 - 8d per support a , r INTERMEDIATE. 1" x 10" or wider 3 - 8d per support w 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field • 0''1 _ 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING o AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL, FOR Structural Panels 8d 6" edge / 12" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels a CUPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field CONNECTIONS. 25 / 32" 8d 3" edge / 6" field W 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Z PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field a PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Hardboard 8d 6" edge / 12" field o °' 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 o BEARING POINTS AT A MINIMUM, 1 x 10 or wider 3 - 8d per support o HANDLING, STORAGE, AND ERECTION OF o COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. Structural Panels CD 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6" edge 1 " field a DATE: 10/30/2014 / GALVANIZED MACHINE BOLTS @ 12" O.C.. greater than 1" 10d 6" edge % 6 field N SCALE: N.T.S Diagonal"Board Sheathing " F Framing Notes 1 x 6 or 1 x 8 2 - 8d per support x 12' 12" 12' 4121 —/ 1" x 10" or wider 3 - 8d per support o Nailing Schedule OR: TRUSSLOK CONNECTORS BY 'FastenMaster' @ 16" O.C. "Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed N Ln DWG NAME 3 on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall t-E x be doubled , or alternate connectors , such as shear plates , shad be used to maintain the load path. E 2 When wall sheathingcL is continuous over connected members , the tabulated number of nails shalt be permitted to 0 o A-8 16• 16' be reduced to 1 - T6d nail per foot. ©¢ DWG. NO