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HomeMy WebLinkAbout36936-Z UF Fat,�coG� Town of Southold Annex 6/20/2012 y� P.O.Box 1179 y 54375 Main Road oy Southold,New York 11971 �pl � ��xarr CERTIFICATE OF OCCUPANCY No: 35754 Date: 6/20/2012 THIS CERTIFIES that the building ADDITION/ALTERATION 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 officed dated 1/12/2012 pursuant to which Building Permit No. 36936 dated 1/20/2012 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: construct a living room expansion to unit#75 (with crawl space)as applied for. The certificate is issued to Peconic Lndng @ Southold (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36936 6/8/12 PLUMBERS CERTIFICATION DATED Aut Si ture 7 TOWN OF SOUTHOLD ffO(,Yco BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36936 Date: 1/20/2012 Permission is hereby granted to: Peconic Lndng @ Southold 1500 Brecknock Rd Greenport, NY 11944 To: construct a living room expansion to unit#75 (with.crawl space) as applied for At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 1/12/2012 and approved by the Building Inspector. To expire on 7/21/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $290.20 CO -ADDITION TO DWELLING $50.00 Total: $340.20 Building Inspector Cis FormNo.6 TOWN OFSOUTIIOLD. 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: & For nov building or Rely-use: I. Final survey of property with accurate'location of all buildings,prope topographic features. rty lines;streets,and unusual natural or 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- 'Sw.Orn statement from plumber certifying that the solder used.in system contains less than 2l10 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 L Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$SOAO', Swimming pool 50.00,Accessory building$50.00,Additions to accesso: . 2. Certificate of Occupancy on Pre-existing Building- $Ioo.00 ry building$50.00,Businesses$50.00, 3. Copy of Certificate of-Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.001 Commercial.$15.00 Date. V .! _Z New Construction: Old or Pre-existi -g Buildinpz check one fti 7 Loeation of Property: House No. G�n. er CCCGoncLi �/Q� St eet - Hamlet Jwnbr or Owners of Property: 104A M4. (bt,L,k ;uffolk County Tax Map No'1000,Section Block Lot subdivision Filed Map. Lot: 'etmit No. 3 Date of Permit. Applicant: health Dept.Approval: Underwriter's _ �GS Approval: Tanning Board Approval: equest for: Temporary Certificate Final Certificate: (check one)- -e Submitted: $ � r114 I C,CS W�SG, i Applicant Signature o��pF SOUryOI Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roper.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anne Mallouk Address: 75 King fisher La (Peconic Landing) City: Greenport St: NY Zip: 11944 Building Permit#: 36936 Section: 35 Block: 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Shore Power Electrical License No: 42536-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 X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: June 8 2012 81-Cert Electrical Compliance Form.xls pF SOzl�o (/l�o� O�yeo 'N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FO DATION 1 ST [ ] ROUGH PLBG. [ UUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [- ] ELECTRICAL (FINAL) REMARKS: -.��- /A� DATE INSPECTOR V OP SOUTyolo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �'G> oE sooryO�o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION L%4-�LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �` l� INSPECTOR-A OF SO(/T�olo 36 93 � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDf INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ON--Q- DATE INSPECTOR f � �O��pF SO�lyo�o o�ycoU ,� TOWN OF 'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 z 6 -cr, DATE "�' l INSPECTOR 1; TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROU L13G. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FIN/AL [ ] FIREPLACE & CHIMNEY [ ] F ICE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ - FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� �� INSPECTOR OF SO(/r�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLOG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -X REMARKS: ' C` DATE - INSPECTOR pE SO(/l�olo TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: DATE -INSPECTOR NS CTOR 1{ 1 1 • • 13�` • 1 1, _ r PLUNMING is v � RO INSUL ATION PER N.Y. STATE ENERGY CODE 1 � 1 1 ;fir • i i•' { �� y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 " 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 fPq,3 Check i Septic Form N.Y.S.D.E.C. Trustees ` * -------------------- Flood>Pern+it Examined !A 120 !1 Sih�le'&Separate Storm-Water Assessment Form Contact: /�/ Approved ( ,20 "L Mail to �h� v,��> � Disapproved a/c Phone: 4?? Expiration 7 20113— B ilding Inspector APPLICATION FOR BUILDING PERMIT J A N 12 2012 Date G1• l2 , 2012 BLDG. DEFT. INSTRUCTIONS TOWS!OF SOUTHOLD a. I us a�i 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 shoyv.ing 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 purpos,'e what so ever until the Building Inspector issues a Certificate of Occupancy. f.,'Every,biTilding permit shall-ex.pire*if.the.�work.authorized has'iwt.coi-nmenced,.within 12 months after the date of issuance or has not-been completed within a 8 months,froiii such date. If noNzoning,amendrnents.or,other regulations affecting the property have been enacted in the interim;the Building Inspector may aifthorize,'in writing,the'ezterision 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�1A4440U1< (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: House Number Street Hamlet County Tax Map No. 1000 Section 3� Block p/ Lot 2_5 Subdivision Filed Map No. Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Descr ption) 4. Estimated Cost ieS,00 Fee 129900. "Sig CCD (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. Dimegisions of existing structures, if any: Front Rear 5Z Depth 3 Height N .02.!6 Number of Stories j Dimensions of same structure with alterations or additions: Front 5Z° Rear SZ� Depth -X-7o,do Height v ZZ.S 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 2 04? Name of Former Owner XIA 11. Zone or use district in which premises are situated AID 8814 L 67 7.2 6-AlS�?`•S" 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES V NO 14. Names of Owner of premises/`1L1 Address-7$l4 16e Phone No. 4 c?-4*0. l Name of Architect Wool k'UeWen g4letht Address P.06 J* Phone No 4V 9L • A5ZV- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO v " IF YES, PROVIDE A COPY. STATE OF NEW YORK) CONNIE D.BUNCH SS: =�" -Notery.Public,State of New York / No.O16U Suffolk C0 COUNTY OF �,. .. ,. Qualified in Suffolk County Tres April �: ? ;lk being duly sworn, deposes and says that(s)lie is the applicant (Name of individual signing contract) above named, �7' 1'�.C�[(S)He is the ,o (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 thi ,day of blot 'Public t "" Signature of Applicant S13�T�o Town Hall Annex 1 [: Telephone(631)765-1802 54375 Main Road ax(631)765- 5Q2 P.O.Box 1179 G @ roger.nchert ,town.sout�i0 6.ny.us Southold,NY 11971-0959 BUILDING DEPARTM ENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION r REQUESTED BY: ( �ao C-o Date: �7 Company Name: i74 Name: License No.: ,J'"36 F Address: Phone No.: 19 JOBSITE INFORMATION: (*Indicates required information) *Name: �✓�v� /'Z�((o )� *Address: 7 ��� �►� � r *Cross Street: *Phone No.: 76 6 ;;W 3 Permit No.: Tax Map District: 1000 Section: 7_ Block: Lot: '21— *BRILF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle-All That Apply) *Is job ready for inspection: ES O ough In Final *Do-you need a Temp Certificate: YES / NO Temp Information(If-needed) *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 .82=Request for Inspection Form Town of Southold Erosion, Sedimentation & Storm Water Runoff ASSESSMENT FORM o PROPERTY LOCAMM =Tx* TILE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A � //7n� �jC� /'�/ STORI�iAIATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN 6�atrTd 3eafo- "B(orTc-- CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. t i4 SCOPE OF WORK - PROPOSED OONSTRUMON YI M# / WORK ASSESSMENT' Yes No ! a What is the Total Area of the Project Parcels? 1 Will this Project Retain All SMnn-Water Run-O(f (include Total Area of all Parcels located within opt Generated.by a Two M Inch Rainfall On Site? the Scope of Work for Proposed Construction) (Tile Rem will include an run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as an and/or Ground Disturbance for the proposed .CJ` Site Improvements and the permanent creation of construction activity? tsF rw impervious surfaces.) oms) PROVIDE BRIEF PROJECP DESCRIPITOIJ tPrahaaesodewhrra�-tu..amf 2 �theSit�Planand/orSunwshowA9Propo Proposed Drainage Stiuctwes indicating Size&Location?This — ' v -n��l Itern shall include all Proposed Grade Changes and ... ky l&� Q;I eN61Mj -M Slopes Controlling Surface Water Flaw. r� 3 Does the Vita Plan and/or Survey describe the erosion OCT ,& QwaL f o& and sediment control practices that will be used to control Site erosion and storm water discharges. This —' �� � item must be maintained throughout the Entire 1!V�1- j'�'ll.� il�•� ��.�.�'(�C i'�'1�.� Construction Period. f. 4 Will this Pm ect Require any Lana Filling,Graft or Exca an where there is a change to the Natural Existing trade involving more than 2W C ubicYards of Material wnitin any Parcel? 5 Will this Application Require Land Disturbing Activities / Encompassing an Area In Excess of Five Thousand D (5.000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the f E Site? Is this Project wrilher the Trustees Msdtcron F-1 General DEG SWPPPRegrdrerneats: orwithin(hue Hundred(10W)feetofaWetland orI Submission of a SWPPP is required for ail Corstruction activities involves sal Beach? ! disturbames of one(1)or more acres;irrdhrdbrg dkhsbances of!as tMdth one acre flat Will there be Site are pat of a larger common plan that win uIllmataty dbturb one or more saes mf lanct 7 PmP on VeF irrg.Grade Slopes inckft Constnw ion aclvlties Imtdving$al cksthaberhos of toss than one(1)we where which Exceed R t m(15)feet of Vertrcril Rise to the DEC t detsnmined that a SPDES permit is required for water ascharges. One Hundred(1t10')of Florizontal Distdnoe? — ras . 1 (SWPPP s Shati meet the lanimum Requirements of&a SPDES Ganersl Pmait S Will Driveways.,Parking Areas or other Impervious ` for Storm water Dlseharges tiom Construction activity-Permit No.GP.)10-M) Surfaces be Sloped to Direct Storm Water Run-Off 1.The SWPPP Shan be prepared prior tD the sabmiaal of the NOL The Not shall be into and/or In the direction Of a Town r�ttt of wa]R submitted to the Department prior M the cormencement of amatrua{on advity. El 2.The SWPPP shell describe the erosion anc!se di nerd control practices and where 9 Will this Project Require the Placement of Mated, required.won Stan water mint practices that vA be used andfor Removal of Vegetation and/or the Construction, arty corwhicted OD reduce the pothhtarts in storm water discharges and to asshre Item Within the Town Right-of-Way or Road Shc er compliance with the iambs and condemns of this pamniL in addition,the SVtlPPP shall — — Identify potential sources of pollution which may reasonably be a tpected to arm the Area?frmrs math viol DIOTrnaiaadr the ksnuhAloeh orodve..yr�o) quardy of storm water Cftdorges. NOTE if Achy Answer to Questions One Umough Bins is Atswend with a Check Nark 3.Al SWPPPs 00 require the"-construction storm water managemerd practice In a Box and trs construction s9a_dtabahau io bebmhm SAD SF-81 Ace b hates, mnporeM shall be prepared by a qualified Desip Profem omr//Sensed in Now yolk a St ff&Water,Grhfk%Dralunase&Erosion Control Plan is Required byewTown or that is fmowledgeable in fire principles and practices of Storm Water Maragemhent EOM and UMbe submitted for RniehwPdor to Issaa m ofAmy Rala*Penh. �E aaa�eaffikf,hw,Shorn,,s>�.rroreeahaah�himisr�a�r«actrmytememtic�rlon) STATE OF NEW YORK, CO COUNTY OF.--a— . .�-..........SS Notary Public,State of New York No.01 BU6185050 ANk LA��,� titpA Qualified in Suffolk County � That I,...»...»...».»........»»....»_.....»....»»»..__..»».»being duly sworn,deposesC�@�f )pg�ri3^@�ti4�d � y (Name of indhvidrhai sig�9 Doaorheed) And that he/she is the .. i .. n '(O haler CartisRar.!48 CornarateOf6i ;eG�j..._.........._._......».......... ................ »..... Owner and/or representative of the Ott�ner or Owners,and is duly authorized to perform or have peformed 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 wiH be performed in the manner set forth in the application filed hetewi . Sworn to before me this; ..»�2 .............,r.......„..day�of ..! . »�.r.. . Notary Public ............._........r`:P................ ........... ....... _........ .... ..............»... .......»....................»....... (sigmethrb of Apq'rprd) FORM -06110 N W \O a o � 1J+NE £ fAI�J.lARfl > 0 2 (Alit I� \Vonx A 6_T.00 IY�An J x00 1"W., n 3LW (pill pNtil�l � ►ME toll -- --- ---------- c x � a� a � o � I•i Q�.'! ��x ^d re e' CGenerated by REScheck-Web Software NMJ( Compliance Certificate Project Title: THE MALLOUK RESIDENCE, Cottage 75 at Peconic Landing Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Compliance'Passes Compliance:1.3%Better Than Code Maximum UA:158 Your UA:156 The%Better or Worse Than Code index reflects how dose 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. Gross • Assemblyor or D•• Perimeter U-Factor Ceiling:Cathedral 226 30.0 0.0 7 Skylight:Wood Frame,2 Pane w/Low-E 29 0.420 12 Wall:Wood Flame,16in.o.c. 974 13.0 0.0 66 Window:Wood Frame,2 Pane w/Low-E 28 0.400 11 Door:Glass 42 0,350 15 Door.Glass 95 0.350 33 Floor:All-Wood Joist/Truss Over Uncond.Space 226 17.0 0.0 12 Compliance Statement: The proposed building design described here is consiste t with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has be a igned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the man at requirem n listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE MALLOUK RESIDENCE,Cottage 75 at Peconic Landing Report date:01/12/12 Data filename: Page 1 of 4 SOUr�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 a� �yOUNT`(,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 30, 2012 Peconic Landing @ Southold 1500 Brecknock Rd Greenport, NY 11944 Re: 1205 Route 25, Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy! Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36936 - Addition - LIVING ROOM GENERAL NOTES DESIGN CRITERIA: W � EXTENSION TO UNIT #75 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. a CONSERVATION CODE, AND LOCAL AUTHORITIES, WIND SPEED - 120 MPH 2. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- SEISMIC DESIGN CATEGORY - B LARCH STRUCTURAL GRADE 2 OR BETTER. WEATHERING - SEVERE " 75 FROST LINE DEPTH - 36 PECONIC 3. ALL DIMENSIONS AND GApE CONDITIONS TO BE TERMITE - MODERATE TO HEAVY VERIFIED BY CONTRACTOR S)) PRIOR TO START OF DECAY - SLIGHT 0 o LANDING CONSTRUCTION AND ORDER NG OF MATERIALS. ICE SHIELD UNDERLAYMENT REQUIRED - YES 4. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE � SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER DESIGN IN ACCORDANCE WITH AMERICAN FOREST11 See, BY TRIPLE UPRIGHTS. ALL HEADERS TO BE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ROUTE 25 MINIMUM OF 2-2z8 OR AS SHOWN ON DRAWING. FOR 1&2- FAMILY HOUSE GREENPORT, NY 5. PROVIDE FLASHING AT ALL ROOF BREAKS, PRESCRIPTIVE DESIGN METHOD. o CHIMDECS�SS�CIGHTS, EXTERIOR DOORS, WINDOWS o AN ARCHITECT 6. DO NOT SCALE DRAWINGS, — — — — — — — — - — — FRANK UELLENDAHL 123 CENTRAL AVE. 7. DESIGN CONSULTANTS OR RECORD ARCHITECT- PA.BOX 316 INSPECTION ARE ORS ADMINISTRATIONROF THE u EXISTING GREENPORT, NY 11944 THIS CONSTRUCTION PRdJECT. FEDERAL STATE TEL: 631-471 8624 AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE SHALL BE THE RESPONSIBILITY OF THE OWNER CONTRACTOR. Le' � ����.. 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO WINDOW SCHEDULE wSpECTI N REoWRED ANN K FACILITATE CONSTRUCTION AND SHALL NOT BE 3 75 KINGFISSHERHER LN GREENPORT, NY 11944 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Y TEL 1. OWNER. WINDOWS ARE ANDERSON PRODUCTS GLAZED AS WINDBORNE Z DEBRIS IMPACT RESISTANT UNIT ASSEMBLIES WITH HIGH 't C 9. ENGINEER TO BE NOTIFIED IN WRITING OF ALL STRENGTH .090" PVB HIGH PERFORMANCE LAMINATED GLASS. �� �.UEL(F CHANGES PRIOR TO AND DURING CONSTRUCTION. THE GLAZED OPENINGS MEET THE REQUIREMENTS OF THE 0 19 c, 10. ELECTRICAL AND MECHANICAL COMPONENTS TO BE LARGE MISSILE TEST OF ASTM E 1996. THE DESIGN PRESSURE 4r r DESIGNED AND SPECIFIED BY OTHERS, OF THE PROPOSED UNITS IS +50/-65 OR DOORS ARE INSULATED AND WEATHERSTRIPPED. e 11. CONTRACTOR SHALL OBTAIN ALL PERMITS AND HINGED SCREENS ARE TO BE PROVIDED FOR DOOR UNIT INSURANCE NECESSARY TO PROTECT THE ENGINEER HARDWARE: METRO COLLECTION - ANVERS, SATIN NICKEL FINISHEll AND OWNER. Mark Size Description Quantity , CD A FWH5480APRL HINGED PATIO DOOR 1 — — — — 41 HP low-E4 smart sun a B FWH3180APLR HINGED PATIO DOOR XT'G) 1 OCCUPANCY OR AP A6 NOTED C FWH3180S STATIONARY PANEL tjEXT'G) 2 s a D TW2652 DOUBLE-HUNG - KITCHEN 2 a-' �2-6.P.#3 S DATE E VSE-SO6 VELUX SKYLIGHT, vented, w/ electric UF E IS UNLAWFUL — /� opener, NO SHADES, low-E -366 glazing yo�� � ,�.. 0 CD C 1; I HOUT CERTIFICATE FEE:=BY a NOTIFY BUILDING DEPARTMENT AT N DRAWING SCHEDULE PROPOStD �OWWRIM TENSION 765-1802 8 AM TO 4 PM FOR THE o N PROPOSED WINDOWS IN WEST WALL OF NI!'POdNNG INSPECTIONS: DATION-TWO REQUIRED s A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES FOR POURED CONCRETE A-2 EXISTING FLOOR PLAN 2. ROUGH-FRAMING,PLUMBING, Do- DATE: 01/12/2012 A-3 FOUNDATION PLAN STRAPPING,ELECTRICAL&CAULKING 5E SCALE: 1/4" = 1'-0" A-4 PROPOSED FLOOR PLAN 3. INSULATION H Z TITLE SHEET A-5 CROSS SECTION 4. FINAL-CONSTRUCTION &ELECTRICAL < A-6 PROPOSED NORTH ELEVATION R C.O. Design Criteria A-7 WEST ELEVATION, DETAIL KITCHEN WINDOWS BUILDING PERMIT APPr�klEETTHE N General Notes A-8 CRITICAL PATH, CONNECTORS, FRAMING NOTES CODES OF NEW N TS DWG. NAME A-9 FRAMING NOTES, NAILING SCHEDULE JANUARY 12, 2012 YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �< A-1 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 ® DWG. NO m LIVING ROOM 4 �F EXTENSION PROPOSED 12 TO UNIT #75 LR EXTENSION J PROPOSED y,,--------- - - -- - - - -----� e STONE PATIO � N 75 ' r----------------------� w PECONIC TERRACE I I I o LANDING ROUTE 25 MASTER BEDROOM GREENPORT, NY I I o BREAKFAST r----------I---��>=--------- I I J NOOK i I i i ARCHITECT I I m FRANK UELLENDAHL ' i o 123 CENTRAL AVE. P.O.BOX 316 GREENPORT, W 11944 KITCHEN iI LIVING ROOM OWNEER L ANN MALLOUK 75 KINGFISHER LN00 _GREENPORT, NY 00 D TEL' 6HALL w CD AR c Ll L____________________________J L__-J f C) , MECH. RM. Lo BATH ------- . FOYER o ---------------- � � f♦ I I I TWO CAR GARAGE I GUEST BEDROOM I I _J STUDY I I � I I W I � C I I (t N I O N 0 z� a DATE: 01/12/2012 SCALE: 1/8" = 1'-O" g EXISTING z FLOOR PLAN N 4 DWG. NAME EXISTING FLOOR PLAN © DWG. NO A-2 LIVING ROOM PROPOSED FOUNDATION EXTENSION WALL TO BE REMOVED TO UNIT 75 J XU W O 8 20'-0" N 75 W PECONIC _ o LANDING - - - - - - - - - - - - - - - - - - - - - - - - � ROUTE 25 - - - - - - - - - - - - - - - - - - I N GREENPORT, NY I 2" RIGID INSULATION C3 ARCHITECT CRAWL SPACE v, FRANK UELLENDAHL I I 2" CONCRETE DUST COAT 123 CENTRAL AVE. i I ON 6 MIL MEMBRANE PROVIDE OPENINGS P.o.BOX 316 o FOR DUCTS INTO CRAWL SPACE AS NEEDED W GREENPORT, NY 11944 TEL: 631-477 8624 PREPARE 30" X 30" OPENING J OWNER FOR ACCESS TO CRAWL SPACE ANN MALLOUK I I AND VENTILATION x' 75 KINGFISHER LN 3 GREENPORT, NY 1 I x TEL: 63 UE FE 8'-6„ 2 � FOUNDATION NOTES z i N EXISTING A PSI AT CRAWL SPACE CT TH 94 RENGREADY MIX OCONCRETE 8 DAY ASTM Z l ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE s FORMED. Z m NEW FOUNDATION/CRAWL SPACE N 3/4' SUBFLOOR, NAILED AND GLUED95N 1.75"X9.5" 1.55E LSL F.J. ® 16" O.C. R-19 BATT INSULATION BETWEEN FLOOR JOISTS s 2"X6" TREATED SILL 2" CONCRETE DUST COAT DATE: 01/12/2012 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY SCALE: 1/4" = 1'-0" 8" POURED FOUNDATION WALL o 2" RIGID INTERIOR INSULATION BITUMINOUS DAMPPROOFING FOUNDATION PLAN SILL SEAL AND TERMITE SHIELD N W. NAME A-3 FOUNDATION PLAN ®� DWG. NO PROPOSED CONSTRUCTION 0 LIVING ROOM co A COO I WALL TO BE REMOVED O o EXTENSION i EXISTING WALL J l� TO UNIT 75 10'-6" 2'-8" 20'-0" ELECTRICAL LEGEND 6" 2'-2" 3'-1" 1'-3" 6'-0" 1'-3" 3'-1" 2'-2" 6" E)= DUPLEX RECEPTACLE OUTLET e DUPLEX RECEPTACLE OUTLET $D DIMMER SWITCH N TVM TELEVISION, CABLE Lo 75 EXT'G DOORS THIS AREA TO BE RE-INSTALLED >1 DIRECTIONAL HIGH HAT PECONIC _ _ _ _ _ _© - - - - - - © - - - - - - © - - - - o EXTERIOR LIGHT FHW3180S FHW6080APLR FHW3180S i SURFACE MOUNTED CEILING FAN m LANDING - _ W EER ROUTE 25 PROPOSED I 2 11-3 4" X �1 2" LVL HEADER F- — — — — — — — — — �. � ) / / - - - - - - - - - - - - - - � 9 GREENPORT, NY PATIO I 1 I PRQPOSED TW 2852 Tw 2852 0 RE-USE EXT G CONCRETE PAVERS I I �— —L(� EXTENSION 11.76 SF VENT i o 205 SF I CATHEDRAL CEILING s ARCHITECT 209 NET SF 18'-5" m FRANK UELLENDAHL _ HW FLOOR _ — _ _ o I 123 CENTRAL AVE. 1 ¢ r r `D _ o �' 1 P,O,BOX 316 - - o �Z co GREENPORT, NY 11944 - - - - - - - - - - - - n N- TEL: 631-477 8624 OWNER L _ 0 _ J L _ E _ J NANN MALLOUK /77c77 o a /� SKYLIGHT ABOVE SKYLIGHT ABOVE EXISTING 1 GREE75 NPORN IS 11944 g_ I , MASTER BEDROOM I Y TEL KINGFISHER LN L BEAM:5.25"X11.25" PARALLAM PSL N R q C-li _ _ (2) JACK STUDS 350 NET SF i � �\� UE`� N o GLAZED AREA REQU'D: 8% OF 350 = 28.00 SF 1 BREAKFAST 14'-8" GLAZED AREA PROVIDED: 31.44 SF NAT. VENTILATION REQU'D: 4% OF 350 = 14.00 SF 1 " NOOK NAT, VENTILATION PROVIDED: 17.64 SF I m '1 269 NET SF I . ` N NEW LINOLEUM CLEAR OPENING HEIGHTS I N TO LR EXTENSION 1 W �=h�q AND KITCHEN TO MATCH O 1 I � 0 3'-s" 1 - - - - - co I— I KITCHEN LIVING ROOM 1 W.I.C. ► 1 N 428 NET SF 1 1 1 2 s " W.I.C. j 00 I 0 1 a DATE: 01/12/2012 1 100 D 1 / WE SCALE: 1/4" = 1'-O" HALL 1 1 LR EXTENSION i 38 NET F — — — — — 1 7 x FLOOR PLAN 1 W I� �o / 22'-6" / I I TS DWG. NAME / A-4 1 I M. BATH DWG. NO I o m LIVING ROOM PROPOSED CONSTRUCTION EXTENSION TO UNIT #75 ROOF U ASPHALT SHINGLES TO MATCH EXIST'G ROOF FOLLOW MANUFACTORER S GUIDELINE FOR INSTALLATION: a IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D 15 LBS FELT 5/8" CDX PLYWOOD SHEATHING 75 12 2'X12" ROOF RAFTERS @ 16" O.C. � PECONIC R-38 INSULATION wi 7 (2 28"X46" STATIONARY SKYLIGHTS, INSULATED LANDING (��1 �8" GYPSUM BOARD o ALIGNED W/ 1 -0" AND 1'-10" VENTED OVERHANG LOUVER ROOF RIDE ABOVE MBR �24-o"Rq�£R MATCH EXIST'G. VENTED SOFFIT, FACIA BD & GUTTERS ROUTE 25 — — — 12 tfNcrN GREENPORT, NY -3.5 WALL o 2°X6" STUD @ 16" O.C. CD z 5f 8" CDX PLYWOOD ARCHITECT OUSE WRAP o FRANK UELLENDAHL DOUBLE FRAMING CEMENT BOARD SIDING TO MATCH EXISTING 123 CENTRAL AVE. REMOVE AROUND SKYLIGHT R-21 HIGH DENSITY BATTING INSULATION P.O.BOX 316 EXISTING EXTG ASPHALT SHINGLES R-38 INSULATION 1/2 GYPSUM BOARD w GREENPORT, NY 11944 ATTIC KNEEWALL 4S-T � TEL: 631-477 8624 /4 R.O, HURRICANE CLIPS EACH RAFTER 2X6 STUDS @ 16" N W/ R-21 INSULATION ti4,6„ IN OWNER N ANN MALLOUK 75 KINGFISHER LN 2 2X6 TOP PLATE GREENPORT, NY 11944 ( ) Y TEL: 631-477 8481 HEADER: GLUED-LA VI NATED BEAM / A00 ® (2) JACK STUDS / O o � O) c O N OPEN TO d I p�1/�en BREAKFAST NOOK / EXISTING / N Q 1,YA J� LIVING ROOMK AN o v GRADE �kGRADE J• I l-f EXISTING PROPOSED 2X6 TREATED SILL PLATE CRAWL SPACE CRAWL SPACE o .8" 2" RIGID INSULATION a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW FOUNDATION/CRAWL SPACE 9 J + HW FLOORING TO MATCH EXISTING C N � s 3/4" SUBFLOOR, NAILED AND GLUED o N 1.75 X9,5 1.55E TIMBERSTRAND LSL F.J. @ 16 O.C. R-19 BATT INSULATION BETWEEN FLOOR JOISTS 2X6„ TREATED SILL 2" CONCRETE DUST COAT a DATE: 01/12/2012 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL oQE SCALE: 1/4" = 1'-0" 1 -4 X 8 POURED CONC. FOOTING W/ KEYWAY y 8" POURED FOUNDATION WALL 3 2" RIGID INTERIOR INSULATION BITUMINOUS DAMPPROOFING CROSS SECTION EXISTING STRUCTURE I PROPOSED ADDITION I SILL SEAL AND TERMITE SHIELD N� DWG. NAME SECTION A—Ao A-5 ®� DWG. NO LIVING ROOM EXTENSION TO UNIT #75 J XU W B U U 75 PECONIC W LANDING ROUTE 25 z GREENPORT, NY 0 J ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVE. P.O.BOX 316 W GREENPORT, NY 11944 F= TEL: 631-477 8624 � OWNER ANN MALLOUK 75 KINGFISHER LN 3 GREENPORT, NY 11944 z TEL: 63 U E 2 CD z i. 0 to C IL u L=j] L a �U Z CD m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P N �y O � N I I �O - - - - - - - - - - - - - - - - - - - - - - - � ra DATE: 01/12/2012 SCALE: 1/4" = 1'-0" 20'-0" CD be NORTH ELEVATION 202 N 6 O(n DWG. NAME A-s NORTH ELEVATION ® DWG. NO _= LIVING ROOM PE EXTENSION TO UNIT #75 XU W PROPOSED 8 LR EXTENSION EF y 75 ® ® ® PECONIC o LANDING _ _ _ _ _ _ _ _ _ _ _ _ ROUTE 25 WEST ELEVATION 0i GREENPORT, NY z 0 J ARCHITECT FRANK LIELLENDAHL EXT'G DBL. 2X12 CEILING PERIMETER 1 1/4" WIDE - 20 GAGE 123 CENTRAL AVE. METAL STRAP P.C.BOX 316 6 - 8d NAILS IN EACH END W GREENPORT, NY 11944 11 3" COMPRESSION STRIP FZ- TEL: 631-477 8624 EXT'G DBL. 2X6 TOP PLATE OWNER ANN MALLOW JE HEADER: DBL. 2X10 HEADER: DBL. 2X10 75 KINGFISHER LN GREENPORT NY 11944 uct cD (n x w V o 2' I cza g 0 o ~ � a _ a � w 2'-10 1/8" R.O. _ � W of w o � z Q w _ � g m 1 1/4" WIDE - 20 GAGE —\ `� = METAL STRAP @ 48" OC. MAX. N i J 6 - 8d NAILS IN EACH END CD _J Z 2X6 STUD W/ R-21 INSULATION o 2X6 TRT'D SILL PLATE o o c' FLOOR JOIST i a DATE: 01/12/2012 a RIMBOARD RIMBOARD �QE � SCALE: 1/4 = 1-0 a WEST ELEVATION 0 4a a a . . . . 9 DETAIL 0 ° e d N KITCHEN WINDOW cn 41 �S DWG. NAME INTERIOR ELEVATION SECTION ELEVATION A-7 SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1�-0" SCALE: 1/2" = 1'-0" ®� DWG. NO LIVING ROOM EXTENSION r TO UNIT #75 24" ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE r;5 HURRICANE CLIP B TYPICAL. ATTIC ALTERNATE POSITION OF (ALTERATE CLIP �� HURRICANEIMPSON CLIP USE H3 SHOWN) — — RAFTER TO TOP PLATE N PECONIC V08E TNRCCE�MONQN&S UPDLATEEACH LANDING DOUBLE TOP PLATE EER ROUTE 25 SIMPSON H2A HURRICANE -HEADERGREENPORT, NY CLIP NAILED. FROM PROVIDE Bd COMMON RAFTER TO STUD. - NAILS @ 4" O.C. AT Z TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 4 - 8d NAILS EACH END SHEATHING. Z CD ARCHITECT APA RATED PLYWOOD TO o FRANK UELLENDAHL EXTEND TO TOP OF TOP 123 CENTRAL AVE. PLATE. P.O.BOX 316 W GREENPORT, NY 11944 F- TEL: 631-477 8624 2 x 6 STUDS @16" O.C. 0 OWNER ANN MALLOUK 75 KINGFISHER LN__- R.O. FOR WINDOW/DOOR 3 GREEN� Y, 144r/�;� 1 ST FLOOR 1 1 4" WIDE - 20 GAGE a METAL STRAP @48" OC. MAXIMUM. 1 v, w j w 2 V ti: SILL PLATE IN TOP OF FOUNDATION o (W 4AP 4dNAIL STRAP 4 - 8d NAILS AROUND SILL PLATE � a AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE METAL STRAP ® 48" OC. SUBFLOOR s W a RIM BOARD -NAIL SHEATHING TO SILL PLATE Z8d NAILS ® 4' O.C. m (2) #5 REBARS 2 x 6 treated SILL PLATE ALUMINUM TERMITE FLASHING C RAW L SPACE N 5/8" X 12" A.B. @ 48" OC. cli 2" INTERIOR RIGID INSULATION w/ 3"x3'x3/16" FENDER WASHER. 2" RAT SLAB (max. 12" from end of sill plates) e 3 4 REBARS BITUMINOUS DAMPPROOFING vo 8" P.C. FOUNDATION / a DATE: 01/12/2012 W/ 1 -4 X 8' CONT. FTG. B SCALE 1/4" = 1'-0" g¢ CRITICAL PATH CONNECTORS SECTION ELEVATION N� o� �S DWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH �o A-$ DWG. NO m LIVING ROOM Joint Description Nail Sizes Nail Spacing EXTENSION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING TO UNIT #75 DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR Rafter to To Plate Toe— of►ell all Height: 10 ft Spacing 16" O.C. Table 3.3A 4 — 8d per rafter BETTER. P � ) — 9 � P 9 ( ) Ceiling Joist to Top late Toe—nailed n/ per joist Ceiling Joist to Parallel Rater (Fa e—nailed) n� each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8 Ceiling Joist Laps ovQr Partitions Face—nailed) n/a each lap E9 MIN. THICKNESS OR AS NOTED. Collar Tie to Rafter (Face—nailed) n/a per tie Blocking to Rafter ( o�—nailed) 2 — 8d each end 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Rim Board to Rafter End—nailed) 2 — 16d each end 75 EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF `� PLYWOOD TO BEE SET ON SOLID BLOCKING. GLUE AND WALL FRAMING PECONIC NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot � 4. ALL HEADERS 6'—O" AND OVER SHALL BE SUPPORTED Top Plates at Jntersections) Face—nailed) 4 — 16d joints—,gach side LANDING WITH DOUBLE UPRIGHTS 9'-0" AND OVER WITH Stud to Stud ((Face—nailed 2 — 16d 24 o.c. TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Header to Header (Face—nailed) 16d 16" o.c. along edges 25 MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud GREENPOR ROUTE 25 2 — 16d per 2x6 stud W 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud o AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d per foot ARCHITECT CIRCULATION IN ROOFS. FLOOR FRAMING M FRANK UELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill To Plate or irder Toe—nailed 4 — 8d per joist 123 CENTRAL AVE. stairs etc. ) OR AS NOTED ON DRAWINGS. p ( ) P 1 P,O,BOX 316 Brid,ing to Joist �Toe-nailed 2 - 8d each end GREENPORT, NY 11944 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Joist Toe—nailed) 2 — 8d each end Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block F= TEL: 631-477 8624� PARTITIONS OR AS NOTED ON DRAWINGS. Ledger Strip to Beam (Face—nailed) 3 — 16d each joist Joist on Ledger to Beam (Toe—nailed) 3 — 8d per joist OWNER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Joist(End—nailed) 3 — 16d per foist o WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot ANN K "TECO" OR APPROVED EQUAL. 75 KINGFISSHERHER LN ROOF SHEATHING GREENP 104194 Structural Panels 8d 4° o.c,„perimeter zone ��� ��.UEQ Y 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 o.c. edges of BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS panel, 12" o.c. interior SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. of panel �— ALL EXTERIOR NAILS SHALL BE GALVANIZED. Diagonal„Board Sheathing x 8" 1„ x 6 „or 1 2 — 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" 1 x 10 or wider 3 — 8d per support N f o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. CEILING SHEATHING INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 2 � 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING LD AND WATERPROOFING SHALL BE BY ARCHITECT, WALL SHEATHING o Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels 1 AND STUD WITH GALVANIZED HURRICANE TYPE 1 / 16„ 6d 3" edge / 6 field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field c TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE W CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. Gypsum Wallboard 5d 7" edge / 10" field 8d 6" edge / 12" field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Particleboard Panels 8d 6" edge / 12" field S PACIFIC GPI SERIES WOOD-1—BEAMS AND LVL Diagonal Board Sheathing PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1;; x 6"„or 1" x 8" 2 — 8d per support N HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 1 x 10 or wider 3 — 8d per support N AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4° Structural Panels LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less 8d 6" edge / 1?" field PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1" 10d 6" edge / 6 field o W DATE: 01/12/2012 COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Diagonal"Board Sheathing " z SCALE: NTS 1„ x 6 „or 1 x 8 2 — 8d per support 3qCh 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1 x 10 or wider 3 — 8d per support GALVANIZED MACHINE BOLTS @ 12" O.C.. " I M FRAMING NOTES „Nailing requirements are based on wall sheathing nailed 6 on—center at the panel edge. If wall sheathin, is nailed 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall s�, be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. DWG. NAME FRAMING NOTES When wall sheathing is continuous over connected members , the tabulated number of nails shalt be permitted to be reduced to 1 — T6d nail per foot. A-9 DWG. NO