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HomeMy WebLinkAbout38386-Z �y,►FHitt r u Town of Southold Annex 10/30/2014 s P.O.Box 1179 54375 Main Road Southold,New York 11971 L' ��•:IXXXr CERTIFICATE OF OCCUPANCY No: 37242 Date: 10/30/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1415 N Parish Dr, Southold, SCTM#: 473889 Sec/Block/Lot: 71.-1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/19/2013 pursuant to which Building Permit No. 38386 dated 10/4/2013 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: ATRIUM REPLACEMENT ON A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Fahey, Sean (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38386 09-02-2014 PLUMBERS CERTIFICATION DATED A h ed gnatu TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38386 Date: 10/4/2013 Permission is hereby granted to: Fahey, Sean 47 W 9th St New York, NY 10011 To: Alteration to an existing single family dwelling (atrium replacement) as applied for. At premises located at: 1415 N Parish Dr, Southold SCTM # 473889 Sec/Block/Lot# 71.-1-14 Pursuant to application dated 9/19/2013 and approved by the Building Inspector. To expire on 4/5/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $528.00 CO -ALTERATION TO DWELLING $50.00 Total: $578.00 Building Inspector Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT T TOWN HALL - r 765-1802 f t -------- 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 I%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 pian requirements. B. For existing buildings(prior to April 9,195')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 Pro-existing Building- $100.00 .3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. /0, Z,4014 New Construction: Old or Pre-existing Building: (check one) Location of Property: ��� �O/l�L'// /�•+M/�/ /�jC �t��/�y�p� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section '7/ Block Lot. Subdivision Filed Map. Lot: Permit No. �! �/o Date of Permit. f0 Applicant: f�,�s�` &•G�w. - &mC Azf!C� Health Dept.Approval: AIIAJ Underwriters Approval: �,[S Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted:$ � ' AppKKnt Signature pF SO�TyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.riche rt(p)-town.southoId.ny.us Southold,NY 11971-0959 'Q �y100 Nt�,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sean Fahey Address: 1415 N Parrish Dr City: Southold St: NY Zip: 11971 Building Permit#: 38386 Section: 71 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No: 4770-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 30 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 6 Smoke Detectors 7 Main Panel A/C Condenser Single Recpt Recessed Fixtures 123 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches R45 Twist Lock Exit Fixtures TVSS Other Equipment: alterations and up grades through out house. 4-combination smoke/co detectors, 4 zone oil furnace,3-exhaust fans,2-wall ovens 30a,GFCI protected radiant floor heat,replace 2-200a main panels, Notes: 6-ARC fault circuit breakers Inspector Signature: Date: Sept 2 2014 81-Cert Electrical Compliance Form.xls TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNATION 1ST [ ] ROUGH PLBG. [ J F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ICAL (FINAL) REMARKS: DATE /O V INSPECTOR �F3 TOWN OF SOUTNOLD BUILDING DEPT. 7651802 INSPECTI [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � 1, k- 7 DATE � � INSPECTOR o,,*OF BMIt� 1 TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Cl/] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r � REMARKS: DATE /l !3 INSPECTOR a-` I s�ilyO�o 0 to p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [v! INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION oe [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION j ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ` l INSPECTOR - Of SO(¢yo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CA�vl caj DATE �' INSPECTOR r4f s 0 TOWN OF SOUTHOLD BUILDING DEPT. 7GS-1802 INSPECTION I FOUNDATION I ST [ ] ROUGH PLUMBING FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION r tA ELECTRICAL (ROUGH) 6.�j ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: 4t�4� DATE INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: October 22, 2014 To: Town of Southold Building Dept t Re: Insulation Inspection OCT 2 9 ?n14 Fahey 1415 N. Parish dr. Southold, NY ! n Permit#38386 To Whom It May Concern: This letter certifies that the closed cell spray foam insulation that was installed in the first floor front wall (southwest elevation), on the above mentioned project was installed to a depth of 3" which has a R value of 19 and meets the requirements of the submitted plans. Any questions feel free to call. F NEW Y Ely/r A� r 5 incerely, o 7 2�� J m J Deerkoski P.E. R�FESSIO`�P s INOU"TION PMSTATIC Mmoy cbx)B ���.wi�ri�■ir � Y 54 TOWN OF SOUTHOL -, BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTM i ! Do you have or need the following,before applying? TOWN HALL 44,, fi Board of Health SOUTHOLD,NY 11971 11 1L 5 F P ��13 'J 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 5 Survey SoutholdTown.NorthFork netT - Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20_q Mail to: West Creek Builders Disapproved a/c PO Box 256, New Suffolk, NY 11956 Phone:631-334-9205 Expiration 120f Attn: Gary Steinfeld Bui ing Inspector APPLICATION FOR BUILDING PERMIT Date September 19 , 20 13 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. West Creek Builders, LLC (Signature of applicant or name,if a corporation) PO Box 256, New Suffolk, NY 11956 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder General Contractor Name of owner of premises Sean Fahey (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Gary Steinfeld, Partner (Name and title of corporate officer) Builders License No. 41503-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1415 N. Parish Drive, Southold House Number Street Hamlet County Tax Map No. 1000 Section 71 Btodk 4, ' Lot 14 Subdivision o:- Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work Replace Glass Atrium (Description) 4. Estimated Cost $150,000 Fee (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 82' Rear 82' Depth 42' Height 26' Number of Stories 2 1 Dimensions of same structure with alterations or additions: Front 82' Rear 82' Depth 42' Height 26' Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories *Replacement of Existing Atriun 9. Size of lot: Front 115' Rear 131' Depth 178' 10. Date of Purchase 12 UOO Name of Former Owner Any-&_ L'G4car /Z?401 11V 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES n/a NO Sean Fahey 1415 N. Parish Dr 14. Names of Owner of premises Robin Luce Address Southold, NY Phone No. 212-300-5668 Name of Architect Address Phone No Name of Contractor West Creek Builders Address PO Box 256 Phone No. 631-334-9205 New Suffolk, NY 11956 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. *Proposed Alteration is on Front of House and not within 100' of tidal wetland or freshwater wetland. 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Gary Steinfeld being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (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. Swo to,�efore me th' ay of 20 K7 CAROL e:-40— -e�� 442Z/_--t—� o Public E OF NEW YORK Signa ure of A licant NO.01 HY6189693 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/3012Q�ry SCOTT A. RUSSELL O�SufF��,�co JAMES A. RICHTER, R.A. SUPERVISORS MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD y, ij TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765-9015 MICHAEL COLLINS r+TOWN SOUTHOLD.NY.US y��1 �aJAMIE.RICHTER(a-)TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD �rT — 3 2013 STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVEW-'M' (To be completed by the applicant) TO: Engineering Department PLEASE ATTACH: FROM: Building Department a( Copy of the completed Application for Building Permit DATE: September 19. 2013 ❑ Stormwater Management Control Plan APPLICANT: West Creek Builders n/a Q( Completed Stormwater Management S.C.T.M #: 1000-71-01-14 Control Plan Review Checklist PROPERTY ADDRESS: 1415 N. Parish Drive, Southold, NY BRIEF PROJECT DESCRIPTION: Replacement of existing glass atrium on front side of house. All roof run-off control to remain the same with leader tie-in to existing drywells. c *** FOR G NEE PARTMENT USE ONLY*** Reviewed B Date: /6/2A3 FV App ve Additional Information Required: REVISED 9/17/2013 DATE: September 19, 2013 Stormwater Management Control APPLICANT: West Creek Builders Plan Review Checklist s.C.T.M.#: 1000-71-017_14-'­------, PHYSICAL ADDRESS: J Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: Re lacement of existing front atrium with a. location and description of property boundaries X no change to site or roof run-off. No site work b. total site acreage X proposed. All existing roof drains tie-in to c. existing and natural and man-made features on and within 500 feet of the site boundary as required in §236-17(C)(2). X existing drywelis. d. test hole data indicating soil characteristics and the depth to water X e. proposed limits of clearing and the total area of proposed land ,. disturbance f. existing and proposed contours of the site (minimum 2' interval) X g. location of all existing and proposed structures, roads, driveways, sidewalks,drainage improvements and utilities X h. spot grade and finished floor elevations for existing and proposed structures X i. location of the swimming pool discharge ring X j. location of proposed soil stockpile area(s) X k. location of the proposed construction entrance/staging areas X 1. location of the proposed concrete washout area X in. location of all proposed erosion and sediment control measures X 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all X impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls X b. construction entrance X c. inlet structures(e.g. catch basins,trench drains, etc.) X d. leaching structures(e.g. infiltration basins,swales,etc.) X REVISED 9/17/2013 i soj/lyo , Town Hall Annex 54375 Main Road Telephone(631)765-1802 ,,aaxx(631)765-g5Q P.O.Box 1179 O r0 er.rlchert IOWn.soutr101� nV US Southold,NY 11971-0959 Ol BUILDING DEPARTNEW TOWN OF SOUTHOLD ' APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: �// A3 Company Name: AA Name.- _ License No.: Address: Phone No.: 3 i JOBSITE INFORMATION: (*Indicates required information) *Name: �E *Address: *Cross Street: Alo *Phone No-_ �, Permit No.. 3 l Tax-Map District: 1000 Section: Black: Lot:---f- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �er (Please Circle AN That Apply) , *Is Job ready for inspection: YE / O Rou h !n ? J *Do.you need a Temp Certificate: Final YE / N _ Temp Information(if. ed) � I *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: e-connect Undergroun Number of Meters Change of Service Overhead Additional information: AY,, ENT DUE WITH APPLICATION 82=Request for Inspection Form C 1 —J i E West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 Fahey Residence, 1415 N. Parish Drive, Southold, Permit # 38386 r„ la ` w S. r i I `I f All Fahey Residence-Permit#38386 Page 1 of 10 West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 I Ilk i . A ' r� i 11 Fahey Residence—Permit##38386 Page 2 of 10 West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 4 uy' i MINK i f� P Fahey Residence—Permit#38386 Page 3 of 10 West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 M l 9 P. r A x � 4 I P ti Fahey Residence—Permit#f 38386 Page 4 of 10 West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 Fahey Residence—Permit#38386 Page 5 of 10 West Creek Builders, LLC Framing Photos Deign - B&d - Remo 6 P.O. BA 256, New Suffolk, NY 1195 Tel 63t7*816 Fax 8 E 85 3442 .a . . � q . . , . Fahey Reaec-Permit#3 3 e Page e of 10 West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 i a r' Fahey Residence—Permit#38386 Page 7 of 10 West Creek Builders LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 J , y - N. Fahey Residence—Permit#38386 Page 8 of 10 West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 k r v w Fahey Residence—Permit#t 38386 Page 9 of 10 West Creek Builders, LLC Framing Photos Design • Build • Remodel P.O. Box 256, New Suffolk, NY 11956 Tel 631.734-8416 Fax 866.352.5112 4, t1 �y Fahey Residence—Permit#38386 Page 10 of 10 ho��pF SO(/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �OIyC0UNT1,� � August 29, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD West Creek Builders CrT n PO Box 256 New Suffolk, NY 11956 Re: Fahey, 1415 N. Parish Dr, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "Note: Need ation as requested by the Building Inspector,see enclosed inspection ticket dated 12/20/1 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38386 - Alteration SURVEY OF PROPERTY S, SITUATE BAYVIEW W� s �L TOWN OF SOUTHOLD \634�40 y 3$ o^ 6)•���Foff , SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-71 -01 - 14 ,�^ 'r"roti SCALE 1 "=20' R ' oNC wA^ app �F , MARCH 1 , 2013 xA \ 03/0 AREA = 21,430 sq. ft. 202 0� gat °N9 7.1 / STORM 4°D °4T \ 3 13 (TO TIE LINE) 0.4.92 ac. 490 'x ' / x 0, ,fo a 41 Cq x21.9 �h 3 W G� W 6.6 2-L2x M x l DE Wim[ AE W�[ � � s a 2 s NOTES: 03 x� ti ti Z � 4� r.s!'cNeAo 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM �C w 4 x224 k R 21.3 x2u , CiO �3[kHego E WooD Bu�N EXISTING ELEVATIONS ARE SHOWN THUS:5 _ _ —s— — — — o�'y� tiE �D EXISTING CONTOUR LINES ARE SHOWN THUS: — �\��. x 0 u�kHEAD x22° / F.FL. - FIRST FLOOR BOroMi TB - TOP FL GARAGE BULKHEAD x 21.9x 21.1 ,CE OF a%k BW - TOP OF WALL OF BULKHEAD WOOD WOOD 4 SIF4 W. BW - BOTTOM OF WALL 1.9 x2 —TOp Or 2. DEED REFERENCES ARE TO DEED LIBER 11648 PAGE 169 �t-�0CT 23.4 �Nk S X2.1 28 ST��C ND P004 I RS WOOD2„ oToRy 4B �' FCAG f C 22.2 SCA pAn 0 pAT/O 3� pOCE S 2r21.,Q, STEps4Ck � or 40,9. W N co 2 Sr F °o[ \ �. OIOU20' MASONRY yOusf E��OW 3 0 y 11�1 &IN 4 A �' �5•s. Z :�A y v +r' a SCATf W 3.0' !{q IN UN�S R COND. m o ACC S o Uly 0. . o [ATE n NC -N TRIC rsS " �,1` %op o 34. lk m "CR � • �.. •' '.m WINDo S WE[C W W E A[k m m Uc"ro'Dace mS / O y 'd• \ 'a' d •. 4 ' .: : ' .• 'a.. " :. At ./ • CNRBR COCk / o Jy� Jim 4 50,, / 3 d 0"a PREPARED IN ACCORDANCE WITH THE MINIMUM d •. \�RHEAD N7R (� = STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �® ..• • , d ° d: ` \ fS C°NC A0I/ND 0�os FORTHE SUCHI USE BY_. APPROVED AND ATE ADD e \MON TITLE ASSOCIATI. of N4E-tV ',� Q " PA �LFgCC o ` MSR N '' 4 5Q� W C7 � T Co 4. 4. C ' 15 N��NT \ .T v • 11] ' •PA z .♦ S.QIQLAW' �,• N.Y.S. Lic. No. 50467 H TOUNAUTHORIZEDSURVEY ALTERATION TI ADDITION Nathan Taft Corwin III FIS.. TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. O ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout F--{ TONDING THE ASSIGNEES IOF ON I THE ENDINGSTED HERON'iNSTI- PHONE (631)727-2090 FaX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. MAILING ADDRESS OFFICES LOCATED AT THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF p ANY, NOT SHOWN ARE NOT GUARANTEED. James ort, New York 11947 Jamesport, New York 11947 APPROVED AS NOTEDCOMPLY W17H ALL C C' DATE: 10 B.P.# . s. NEW YORK ST1- TO`., '�+ CC =S FEE: �g� BY AS REQUIRED NOTIFY BUILDING DEPA TMENT AT 765-1802 8 AM TO 4 PM FOR THE R„ D FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING --- ��--- -�-�— 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. OCCUPANCY OR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ��� �� U��y�f]�� YORK STATE. NOT RESPONSIBLE FOR 83'-3 9/16" DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE " 18'-8 3/4" OF OCCUP C 21'-4 3/4" 41 -5 1/2 111116MU RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Existing Spiral Stair - to be Removed N T 18'-0 1/2" �601 Exiting Stucco Siding emove Bridge Above TO BE REMOVED 5117600 LO 3'-6 1/8" 4ch /{� O Shower M Fireplace m 5'-7 5/16" Wall Up Living Room Oven Bath _� 0C 00 co N 6'-7 1/16" N N I N 14'-9" I _� WEST CREEK o Built-Inbo z Guest M I DESIGN I BUILD REMODEL Bedroom `V 2„66 © co Dining Room T T 068 6068 T Kitchen 11' 11 r DESIGN: ~ 14'-0 1/4” 0 West Creek Builders, LLC PO Box 256 Garage New Suffolk, NY 11956 2668 N N r - - Closet N th ; o T 631 .734.8416 M10 l I JDW T- - - - - - - - - L - - Ref. -- — — T � 2668 ENGINEER: T James J. Deerkoski, P.E. o0 Up — M — — — — — — — — —Line of Balcony Above- - -' — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — 260 Deer Drive 00 20'-6" up to Remove 2-Story Mattituck, NY 11952 U Open to Above iii Atrium Glass P I I 15685 3068 REVISIONS / ISSUE: Permit Set 07.30.13 Remove Section of Block Wall for Wider Window Opening -821-111 PROJECT: Luce/Fahey Residence 1415 N. Parish Drive Southold, NY 11971 EXISTING 1ST FLOOR PLAN DEMOLITION PLAN SCALE : 1/4" = V-0" DRAWING: E TING 1ST FLR PLAN TING CONSTRUCTION TO BE REMOVED DE O E LAN EXISTING PROJECT NORTH .A 07 - /r'O 10 �� 83'-3 9/16" 3'-7" 17'-9 3/4" 41'-5 1/2" 18'-8-3/4" 17'-11 1/4" Master Deck 00 Existing Spiral Stair to be Removed 00 \ cY) (0 T T Q T move Bridge to Stair Exiting Stucco Siding TO BE REMOVED Master Bedroom Deck g Deck 0 Shelves *— O T— O Linen pp T OELi " 00 11'-11 5/8" 15'-5 5/f8" Bath ° 13'-2 5/8" co o CD Bath e N d 11'-11 E5/81' "�T—7'-11 3/4" cm 00 00 _ "'CY) Bath 00 DES. LO Guest n o 0 00 _1 " LO O T "' Bedroom r� Bed '1 O Bed 2 M M T r CY) T DESI m 3868 2668 2268 2868 2268 17'-9 1/2" "" N shower West Closet Closet Closet Closet PO B C37 New 2668 2666 T 631 2668 — — — — Line of Ceiling Above Half Wall(31 p Line of Ceiling Architectural Metal Top Rail(8") � g Above 71 TFinished Height 39" ENG IT— T— —II- - - —� - - -I� - - —TI- - - - - - — - - - — - - - T7 - - - _ _ — — — — — — — — — — — II II II II II II II II Jame II 00 II II II II II II II II II II II II II II II II 2601 II II II it II II II DN III II II II II it II II II II II II II II II II II II II II I it I Mattit II II II II II II II II II II II II II II II II II ii II I II II II II II II II II II II II II II it II 6'-0"Radiuls Quarter Vault Aluminum REVD &Glass Skylight Atrium TO BE REMOVED Permi- 79'-1" 3' 82'-1" PROJ Luce/1 1415 P EXISTING 2ND FLOOR PLAN South DEMOLITION PLAN SCALE : 1/4" = V-0" D RAVE E EXISTING CONSTRUCTION TO BE REMOVED T DE PROJECT NORTH REMOVE EXISTING GLASS ATRIUM REMOVE STUCCO SIDING EXISTING REINFORCED WEST CREEK BLOCK WALL DESIGN I BUILD I REMODEL REMOVE EXISTING GLASS ATRIUM DESIGN: West Creek Builders, LLC PO Box 256 New Suffolk, NY 11956 T 631 .734.8416 ENGINEER: James J. Deerkoski, P.E. 260 Deer Drive Mattituck, NY 11952 REVISIONS / ISSUE: EXISTING ATRIUM SECTION Permit set 07.30.13 EXISTING ATRIUM SE ELEVATION DEMOLITION PLAN DEMOLITION PLAN SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" PROJECT: Luce/Fahey Residence 1415 N. Parish Drive Southold, NY 11971 DRAWING: EXISTING ATRIUM SEP,-�ION & ELEVATION DE PLAN NEW y * S �oO,p� w • wa1 725 FESS P 83'-3 9/16" 21'-4 3/4" 41'-5 1/2" 18'-8 3/4" FWGD-4-111076 0 18'-0 1/211 cli a CV Ty (CO v N V! Q T O V CM U New Tongue&Grooce Q A Cedar Siding ACW3060(2) CW2460 APW5860 ACW2460 FWGD6076 00 O O Shower Bench Closet 21 3'-6 3/16" 3'-6 7/16" VUWall ` C0 Fireplace 's^ 7 5/1 ' 5'- 6" Oven U Living Room W 1 41_11 p 00 Bath 6'-7" m `s' o o I o z N Z N T W 1 Built-In 00 Guest co ® Bedroom `1 _ 21,68 �- r Dining Room 6068 6068 T Kitchen T 11'-11" T 1 14'-0 1/4" T �M�y� N WLID Z Garage � :]2668 N 11'-8 1/4" Closet N th I ° I I j I ° DW T- - - - - - - - - - - - � L _ - fief. — � 2668 T I I T o Up CO — — — — — — — — —Line of Balcony Above— " r —CO — — — — - - - - - - - - - - -� - - - - - - - - - - - - - J \ = ao Up 1 LO 20'-6" CO U P Open to Above ace LO of Ezting alAtriumls in lGlass I APW3080 APW3080 3'-6 1/2"_ 15'-5 1/2" 8'-5 3/4" 5'-11 1/4" 20'-3 1/16" 5'-9" 19'-7 15/16" Wall Fill-Ins to Accomodate Narrower Entry Door 82'-1" A PROPOSED 1ST FLOOR PLAN SCALE : 1/4" = V-0 NEW CONSTRUCTION PROJECT NORTH 83'-3 9/16" 4'-1 1/2" 17'-3 1/4" 41'-5 1/2" 18'-8 3/4" T \TT VJ iii Master LO Deck � \ 17'-11 1/4 CIO FWGD-4-111068 T T T _I C:) T 18'-0 1/2... co j New Tongue&Grooce p A Cedar Siding 11'-2 3/4" T ACW3040(2) Closet Deck Deck LL N FWGD6068 FWGD6068 AAN2020(2) FWGD6068 T Shelves 2068 0 Linen T m co " 11'-11 5/8" Master Bath 11'-1 1 5/8" 13'-2 5/8" Bedroom N WEST CREEK N 00 Bath co N Nco DESIGN BUILD REMODEL Bath C? N F 15'-5 5/8" 0o 00 b\o r- M Guest Bed 1 O O Bed 2 `�' T C? I Bedroom I I DESIGN: co M CY T M �- W 2268 2868 2266 West Creek Builders,LLC _ 17'-9 1/2" Sho7 wer 11 1 i N N N c i Closet loset Closet Closet PO Box 256 °I New Suffolk, NY 11956 T I T T 631 .734.8416 r2668 2668 2668 2868 N U la U U d d �p Line of Ceiling Above d LO Half Met l Top ENGINEER: �° Architectural Metal Top Rail 8") C° �;� Existing Cantilevered - - - - - - - - -co a- - - - - T - - - - _ - - - - - - - Finished Height 39" (dj - - - - - - - -2x12 CJs o a �, — N James J. Deerkoski, P.E. 0 T co �, New T o, 11'-8 11/16i" °' 260 Deer Drive T in co Office °' - 0 N , Sister New 1-3/4 x 9-1/2 ML CJs to o T Mattituck NY 11952 a 13v-611 - T g Existing Cantilevered 2x12 CJs T , DN N and Tie Back to Interior Bearing Wall a T 00 `�' Desk Cl) M M Line of Block Wall Below p - - - - - — - - - - . — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - � — — — — — — — — — — — — — — — — —�- — CV Ur 1\1-A ACW3054 ACW3054 ACW3054 ACW3054 + + ACW3054 ACW3054 ACW3054 ACW3054 ACW3054 ACW3054 + + ACW3054 ACW3054 ACW3054 ACW3054 ACW3054 ACW3054 + + ACW3054 ACW3054 (3) 1-3/4 x 16 ML Flush Header (3) 1-3/4 x 16 ML Flush Header (3) 1-3/4 x 16 ML Flush Header ( ) 1-3/4 x 161 ML Flush Head r co REVISIONS / ISSUE: Pony W II 2x6 Walabov Existing Permit Set 07.30.13 l - Concrete Block Wall T 1'-7 1/2" 11'-11 1/4" 7'-11 " 17'-11 1/4" 8'-1 15/16" 17'-11 1/4" 6-2 5/16" 5'-111 1/4" 1'-5 1/4" 82'-1" A PROJECT: Luce/Fahey Residence 1415 N. Parish Drive Southold, NY 11971 PROPOSED 2ND FLOOR PLAN SCALE : 1/4" = V-0" DRAWING: G PROPOSED 2ND FLR PLAN NEW CONSTRUCTION PROJ ECT NORTH �� "Ewy �P `� DEERS-OMllw ,Q of LU w 0 07 �l 83'-3 9/16" 62'-10 1/4" 18'-8 3/4" co W 1 a� N T CD LO WEST CREEK A T 1` T 1 Existing Roof co DESIGN BUILD REMODEL CD T T DESIGN: AT 1 N West Creek Builders, LLC PO Box 256 New Suffolk, NY 11956 T 631 .734.8416 T co -1 ENGINEER: o Roof Drain Tie-In o New Atrium Roof co James J. Deerkoski, P.E. to Existing Drywells EPDM Rubber > 260 Deer Drive 1 Mattituck, NY 11952 79'-1 5/16" REVISIONS / ISSUE: 2'-11 11/16" 821-111 Permit Set 07.30.13 PROJECT: 1) 3/4" TONGUE AND GROOVE PLYWOOD OR OSB DECKING Luce/Fahey Residence 2) .060 EPDM RUBBER ROOFING FULLY ADHERED TO 1/2" HIGH DENSITY BOARD 1415 N. Parish Drive OVER TAPERED ISO BOARD PITCHED TO DRAINS Southold, NY 11971 3) 3" ROOF DRAINS TIED TO EXISTING DRYWELLS LOCATED AT SE AND NW PROPOSED ROOF PLAN SIDES OF BUILDING 4) BUILT UP CURB AT ROOF PERIMETER INCLUDING METAL COPING SCALE : 1/4" = V-011 5) PROVIDE COPPER OVERFLOW SCUPPERS AS DRAINAGE BACKUP DRAWING: PROPOSED ROOF PLAN NEW CONSTRUCTION PROJECT NORTH 3. Dt e p7 ES ! �P� 6'-10 3/8" co GO T / NEW ATRIUM ' T 00 a 1 AREA OF NEW CONSTRUCTION I — ATRIUM REPLACEMENT 1 17 / EXISTING PARAPET WALL / 9-1/2"ML JOISTS BEAR ON TOP PLATE NEW EPDM RUBBER ROOF OVERLAP EXISTING 2X12 JOISTS 9-1/2"ML JOIST � EXISTING 2X12 JOISTS I DROPPED CEILING ` EXISTING ROOF I 1 c (3)1-3/4 116 ML HEADER I 1 O T I 1 1 HI-19 METAL CONNECTOR I 2X6 WALL FRAMING / O_ \ WEST CREEK DESIGN I BUILD I REMODEL EXISTING REINFORCED SOUTHEASTCONCRETE BLOCK WALL ELEVATION. NEW T&G WRC RAIN SCREEN SIDING SCALE : 1/4" = 1'-0" DESIGN: West Creek Builders, LLC PO Box 256 New Suffolk, NY 11956 T 631 .734.8416 ENGINEER: co James J. Deerkoski, P.E. 260 Deer Drive \ T Mattituck, NY 11952 \ NEW ATRIUM REVISIONS / ISSUE: 1 Permit Set 07.30.13 CD 1 SECTION A-A PROJECT: r SCALE : 1/4" = V-011 j Luce/Fahey Residence 1415 N. Parish Drive \jA � Southold, NY 11971 11 _ T DRAWING: PROPOSED SECTION P POSED ELEVATIONS 10'-2 3/8" OFfn N Q D F NORTHWEST ELEVATION SCALE : 1/4" = 1'-0" 72'� O,cES 82'-3 9/16" 7t co T Jul LLL.- 11 Jill T W_M�yI� WEST CREEK DESIGN BUILD REMODEL T DESIGN: West Creek Builders, LLC zo PO Box 256 1 New Suffolk, NY 11956 T 631 .734.8416 ENGINEER: James J. Deerkoski, P.E. 260 Deer Drive Mattituck, NY 11952 79'-3 9/16" 3' 1'-8 1/2" REVISIONS / ISSUE: Permit Set 07.30.13 SOUTHWEST ELEVATION PROJECT: Luce/Fahey Residence SCALE : 1/4" = V-011 1415 N. Parish Drive Southold, NY 11971 DRAWING: PROPOSED ELEVATION OF NEyj, n - � r" w -- Z SS 10 F� Q1REScheck Software Version 4.4.4 Compliance Certificate CONSTRUCTION NOTES: PLAN CONTENTS: 1) The information within this set of construction documents is related to basic design intent I TOTAL SQ. FT.OF ATRIUM 790 SQ. FT. Project Title: Luce/Fahey Residence and framing details. They are intended as a construction aid, not a substitute for generally DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND 1995 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION Energy Code: 2010 New York Energy Conservation accepted good building practice and compliance with current New York State building MANUAL codes. The General Contractor is responsible for providing standard construction details FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTIONS AND GENERAL NOTES Location: Suffolk County, New York DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 Construction Type: Single Family and procedures to ensure a professionally finished, structurally sound and a weatherproof (LIVE LOADS PSF) DECKS 40 Project Type: Alteration completed product. ATTICS W/O STORAGE 10 Conditioned Floor Area: 0 ft2 2 The General Contractor is responsible for ensuring that all work and construction meets ATICS WITH STORAGE 20 p g iROOF GROUND SNOW LOAD 45 Heating Degree Days: 5750 current federal, state, county and local codes, ordinances and regulations, etc. These ROOMS OTHER THAN SLEEPING 40 Climate Zone: 4 codes are to be considered as part of the specifications for this building and should be DOOMS SLEEPING 30 Permit Date: STAIRS 140 adhered to even If In variance With the plan. GUARDRAILS ANY DIRECTION 200 Construction Site: Owner/Agent: Designer/Contractor: 3) Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). EXPOSURE CATEGORY West Creek Builders 4 e designer has not been engaged for construction supervision and assumes no LOAD PATH SiEE CONSTRUCTION AND WIND PATH CONNECTION DETAILS AND 1415 N.Parish Drice ) Thdt gp ROOF-FOUNDATION GENERAL NOTES Southold,NY 11971 PO Box 256 responsibility for construction coordinating with these plans, nor responsibility for NAILING SCHEDULE SiEE GENERAL NOTES New Suffolk,NY 11956 CLIMATIC AND GEOGRAPHIC GROUND SNOW LOAD 45 LBS. 631-734-8416 construction means, methods, techniques, sequences, or procedures, or for safety CRITERIA WIND SPEED MPH 120 precautions and programs in connection with the work. There are no warranties for a SEISMIC CATEGORY B specific use expressed or implied in the use of these plans. WEATHERING SEVERE Compliance: 5 Refer to the Window and Door schedule for exterior openings. FROST LINE DEPTH 3 FT. ) TERMITE MODERATE TO HEAVY Maximum UA: 606 Your UA:455 6) The General Contractor is to consult with the Owner for all built-in items such as DECAY SLIGHT TO MODERATE bookcases, shelving, pantry, Closets, trims, etc. WINTER DESIGN TEMP. Ili ICESHIELD UNDERLAYMENT REQUIRED I AT ROOF<4:12 FfLOOD HAZARDS I NONE Envelope Assemblies GrossCavity Cont. ELECTRICAL NOTES: AssemblyDoor UA 1) All electrical work shall be performed by a licensed electrical contractor and fully meet the NOTE: THERE IS NO MODIFICATION TO THE EXISTING Perimeter LI-Factor requirements of the National Electrical Code, The New York State Building Code, and all BUILDING ENVELOPE Ceiling 1:Flat Ceiling or Scissor Truss --- --- --- --- Exemption:Framing cavity filled with insulation other applicable local codes and ordinances. Ceiling 2:Flat Ceiling or Scissor Truss 497 30.0 5.0 15 2) All electrical work shall be approved by a qualified Underwriter. 3) Install smoke detectors and carbon monoxide detectors throughout as per Construction Wall 1:Wood Frame, 16"o.c. --- --- --- --- Exemption:Framing cavity not exposed. Code. Window 5:Wood Frame:Double Pane with Low-E 196 0.270 53 NAILING SCHEDULE SHGC:0.00 TABLE 3.1,INCLUDING 3.3 AND 3.9 Door 2:Glass 350 0.300 105 HVAC NOTES: SHGC:0.00 1) Mechanical subcontractor is responsible for adhering to all applicable codes and safety 1995 SBC HIGH WIND ADDITION WOOD FRAME CONSTRUCTION MANUAL Wall 2:Wood Frame, 16"o.c. 959 19.0 0.0 37 requirements. JOINT DESCRIPTION NIAIL QUANTITY NAIL SPACING NOTES 2 HVAC subcontractor is to full coordinate all system data and requirements with the ROOF FRAMING Window 3:Wood Frame:Double Pane with Low-E 316 0.270 85 ) trty ty q RAFTER TO TO PLATE 8' WALL: 3- 8d EACH RAFTER TOE NAIL SHGC:0.00 equipment supplier. 10' WIALL: 4- 8d EACH RAFTER TOE NAIL Window 4:Wood Frame:Double Pane with Low-E 21 0.320 7 3) HVAC subcontractor to provide final system layout drawing and submit it to the General SHGC:0.00 CEILING JOIST TO TOP PLATE 8' WALL: 3-8d PER JOIST TOE NAIL Wall 3:Solid Concrete or Masonry:Interior Insulation 1,090 19.5 0.0 53 Contractor and Owner for final review and approval. 10' WIALL: 4- 8d PER JOIST TOE NAIL CEILING JOIST TO PARALLEL RAFTER SEE TABLE 3.7 EACH LAP FACE NAIL Window 1:Wood Frame:Double Pane with Low-E 64 0.270 17 CEILING JOIST LAPS OVER PARTITION SEE TABLE 3.7 EACH LAP FACE NAIL SHGC:0.00 Window 2:Wood Frame:Double Pane with Low-E 48 0.320 15 COLLAR TIE TO RAFTER SEE TABLE 3.4 PER TIE FACE NAIL SHGC:0.00 BLOCKING TO RAFTER 2-8d EACH END TOE NAIL Door 1:Glass 48 0.300 14 RIM BOARD TO RAFTER 2-16dl EACH END END NAIL SHGC:0.00 GENERAL WIND PROTECTION CONNECTION NOTES: Floor 1:All-wood Joist/Truss:Over unconditioned Space --- --- --- --- --- 1) A continuous load path between footings, foundation walls, floors, studs and roof framing WALL FRAMING Exemption:Framing cavity not exposed. --- --- ----- - - shall be provided. TOP PLATE TO TOP PLATE 2-16di PER FOOT FACE NAIL Project Title: Luce/Fahey Residence Report date: 09/18/13 2) Approved connectors, anchors and other fastening devices not included in the Standard TOP PLATES AT INERSECTI0NS 4-16dl JOINTS- EACH SIDE FACE NAIL Datafilename: C:\Users\WestCreek\Documents\REScheck\LuceFaheyResidence-rck Page 1 of 2 Building Code, Table 2306.1 shall be installed in accordance with manufacturer's STUD TO STUD 2-16d1 24"OC FACE NAIL recommendations. HEADER TO HEADER 16d 16"OC ALONG EDGES FACE NAIL 3) Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject TOP OR BOTTOM PLATE TO STUD 2-16d1 PER 2X4 STUD END NAIL to salt corrosion in coastal areas, shall be stainless steel or hot dipped galvanized. 3-16dl PER 2X6 STUD END NAIL Gross 4) Where windows and doors interrupt wood structural panel sheathing and siding, framing 4-16di PER 2X8 STUD END NAIL Assembly �or Door ..• UAanchors or connectors shall be provided at the top and bottom of cripple studs, header BOTTOM PLATE TO FLOOR JOIST, studs, and at least one stud at each side of opening. BANDJOIST,END JOIST,OR BLOCKING 2-16di PER FOOT FACE NAIL Basement Wall 1:Solid Concrete or Masonry 1,395 13.0 7.5 54 5) Ridge straps shall be attached to each pair of opposing rafters except where collar ties are Wall height:9.0' located in upper third of attic space and attached to each pair of rafters. FLOOR FRAMING Depth below grade:8.0' JOIST TOE NAIL Insulation depth:9.0' 6) Uplift connectors shall be provided at each rafter bearing. BRID TO GILL,TOP PLATE,OR GIRDER 4-8d PER JOIST Compliance Statement: The proposed building design described her �onsistent with the building plans,specifications,and other calculations 7) Floor to floor hold-downs to be provided every 48", and every 16" within 4' of exterior BRIDGING TO JOIST 2-8d EACH END TOE NAIL submitted with the permit application.The proposed building has bee dgned to meet the 2010 New York Energy Conservation Construction Code BLOCKING TO JOIST 2-8d EACH END TOE NAIL requirements in REScheck Version 4.4.4 and to comply with the man tequirements listed in the REScheck Inspection Checklist. Corners. 8) Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter BLOCKING TO SILL OR TOP PLATE 3-16d EACH BLOCK TOE NAIL �gyi7,g,s ,F��Kflsl� {� of 5/8" and 3"x3"x1/8" square washers. A minimum of one anchor bolt shall be provided LEDGER STRIP TO BEAM 3-16d EACH JOIST FACE NAIL Name-Title sign r D t within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum JOIST ON LEDGER BAND JOIST TO JOIST TO 3-8d PER JOIST TOE NAIL T 3-16d PER JOIST END NAIL embedment of 8 inches in concrete masonry foundations. Anchor bolts shall be located BAND JOIST TOSILL OR TOP PLATE 2-16di PER FOOT TOE NAIL within 12 inches of corners and at spacing not exceeding 4 feet on center. _ - �.._ �— - ROOF SHEATHING STRUCTURAL PANELS 8d 4' PERIMERTER EDGE ZONE- 16"OC-6" AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE PANEL -^ -^ 8d TINTERIOR ZONE- 16"OC-6"AT PANEL EDGES AND 12" AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'OF THE PEMIMETER OF THE ROOF,INCLUDING 4'ON EACH SIDE OF THE ROOF PEAK,THE 4' PERIMETER EDGE ZONE ATTACHMENT REQIUIREMENTS SHALL BE USED. WIND LOAD PATH CONNECTIONS CONNECTION LOCATION: PART NUMBERS: NOTES: CEILING SHEATHING L'.VL JOIST TO RIM JOIST HU9 (SGL), HUS410 APPLY TO EACH JOIST GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD HEADER (DBL) WALLSHEATHING _ _ 2,ND FLOOR WALL TO 1 KLFTA OR MSTA36 APPLY TO EACH WALL STUD STRUCTURAL PANELS 8d .4' EDGE ZONE-16"OC-6"AT PANEL EDGES AND 12"AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD FLOOR WALL OR 20GA STRAP 8d INTERIORZONE- 16"OC-6"AT PANEL EDGESAND 12" HEADER TO JACK STUD LSTA12 OR LSTA21 APPLY TO EACH JACK STUD AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD OR 20GA STRAP FIBER BOARD PANELS 7/16" 6d 3" EDGE/6"FIELD 25/31." 8d 3" EDGE/6"FIELD RIM JOIST HEADER TO LTP4 OR LTP5 32" O.C. GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD PLATES HARDBOARD 8d 4'EDGE ZONE- 16"OC-6"AT PANEL EDGES AND 12"AT SHEAR WALL HOLDOWN ADS5 OR HDU5 OR APPLY TO EACH SIDEWALL INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD ANCHOR HTT5 END 8d INTERIOR ZONE-16"OC-6"AT PANEL EDGES AND 12" AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD PLATE TO WALL STUD MSTA36 OR SP4 OR APPLY TO EACH WALL STUD 20GA STRAP FLOOR SHEATHING STILL PLATE TO FOUNDATION 5/8" BOLTS 3' O.C. USE WITH 3" SQUARE BEARING STRUCTURAL PANELS- 1"OR LESS 8d 6" EDGE/12" FIELD PLATES & WASHERS NAILING REQUIREMENTS ARE BASED ON WAILL SHEATHING NAILED 6"OC ATTHE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"OC AT THE PANEL EDGE TO OBTAIPN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATi E CONNECTORS SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN LOAD PATH. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-116d NAIL PER FOOT. r Project Title: Luce/Fahey Residence Report 09/18/13 ` Data filename: C:\Users\West Creek\Documents\REScheck\LuceFaheyResidence.rck Page 2 of 2