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HomeMy WebLinkAbout38471-Z �7TZLL t:tysj, f Town of Southold Annex 7/11/2014 14 P.O.Box 1179 54375 Main Road � W Southold,New York 11971 '�1Fxxrx= CERTIFICATE OF OCCUPANCY No: 37016 Date: 7/11/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 380 Wells Rd, Laurel, SCTM#: 473889 Sec/Block/Lot: 126.-9-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/28/2013 pursuant to which Building Permit No. 38471 dated 11/1/2013 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: NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AND COVERED FRONT ENTRY AS APPLIED FOR The certificate is issued to Landmark Prop of Suff Ltd (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0036 06-27-2014 ELECTRICAL CERTIFICATE NO. 38471 06-16-2014 PLUMBERS CERTIFICATION DATED 04-07-14 —Michael Ridolfi 1 AuthorWSignature fatTOWN OF SOUTHOLD a BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �{��Xt Ff't�• 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#: 38471 Date: 11/1/2013 Permission is hereby granted to: Landmark Prop of Suff Ltd 475 Route 25A Rocky Point, NY 11778 To: demo an existing barn & construct a New Single family dwelling with attached garage & covered front entry as applied for At premises located at: 380 Wells Rd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-9-4 Pursuant to application dated 10/28/2013 and approved by the Building Inspector. To expire on 5/3/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,792.80 CO -NEW DWELLING $50.00 DEMOLITION $197.50 Total: $2,040.30 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 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 plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. 7 /02 O C ,2�> New Construction: Old or Pre-existing Building: (check one) Location of Property: ��0 We—A I_-5 RM AL LaUl/1--) (TN t`t V House No. Stre t H I Owner or Owners of Property: 1-a d k of9k) 44 Z:M P Y� Suffolk County Tax Map No 1000, Section (Q Block Lot Subdivision Filed Map. Lot: Permit No. J"7 71 Date of Permit. Applicant: Health Dept.Approval: - Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate:✓ (che one) Fee Submitted: $ 6-0, ` 1 Applicant Signature o�*OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(&-town.southoId.ny.us Southold,NY 11971-0959 Q Iy�DUNIN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Landmark Properties of Suffolk Address: 380 Wells Rd City: Laurel St: NY Zip: 11948 Building Permit#: 38471 Section: 126 Block: 9 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: STS Electric License No: 41857-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 47 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 1 Range Recpt 1-20E Fluorescent Fixture Pumps Transformer AppliancesN47 Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 5-paddle fans, 1-30a oven, 1-exhaust fan, 7-ARC fault circuit breakers Notes: Inspector Signature: Date: June 16 2014 81-Cert Electrical Compliance Form.xls 04-03-09; 14:20 915163793636 # 1/ 1 OF souryo jTown Hall Annex � 54375 Main Road lxf _._.._�__... 'Telephone(631)76571802 r Pstx(53i �55.9 P.O.Box 1179 Southold,New York 11971-0959 Jii 1;r=- (J JUL - 1 2014 i; '1: ` BUILDING DBPARTNIBNTUTHOLD TOWN OF SO CERTIFICATION Date: Building Permit No. , Oer: M a& wn (Please print) Plumber: M 1 C kct eel (Please print) I certify that the solder used in the water supply system contains I lead. ess.tlran 2/10 0#1% 1164— (Pl ers Signature) Swom to before me this • day of 20- ��0 �1.A M Cq'•. 3 Notary Public, �.,No.01CA8280228 7 _aunty ; QUALIFIED IN NASSAU COUNTY W COMM.EXP. J1% 0412212017 :' Ar A. ��'�4 ,OF N EV4�o+++ t TONN*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. Sar z{��1 Check Septic Form N.Y.S.D.E.C. Trustees S Flood Permit Examined Storm-Water Assessment Form r Contact: I�f /; Approved I w 201 Mail to: Y(� K � /�1 Disapproved a/c [ 1 '�2i Q c4 f� Z p zv 100i't L—+pC1 Phone:lD6 if -75/ —J/DD N L O cn a Expiration /* TO 1 , P . B ilding Inspector APPLICATION FOR BUILDING PERMIT Date 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 housing code, d regulations,and to admit authorized inspectors on premises and in building for necessary inspecti s. (Signature of applicant or name,if a corporation) Oct 25 kc� (Mailing address of applicant) State whether app-ant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of mises 1.OAMark a of (As on the tax foil 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. Loon end on whi fl 5d �ill bone: La V rze J �J House Number Street Hamlet County Tax Map No. 1000 Section Block q Lot --q-- Subdivision Filed Map No. Lot 2. State existinguse and occupancy of re i intende use and occu c of ro ose co ctior-wrn: P Y P e �P Y �P a. Existing use and occupancy b. Intended use and occupancy /eIla- Mt lie 3. Nature of work(check which applicable):New Building Ad ' ion Al tion Repair Removal Demolition Other Work P �� 2 cn (Description) 4. Estimated Cost 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 Rear Depth Height -- Number of Stories Dimensions of same%wcture with alterations or additions: Front Rear Depth Height Number of Stories Li 1 I 8. Dimensions of enti n onstruction:Front ( Rear l Depth Height �D Number of Stones 9. Size of lot:Front 1000 Rear 100,164 Depth t L 10.Date of Purchase Name of Former Owner r l a✓ijJ ' krkUE�4.L/ea n t S C 440v ` 0v 11.Zone or use district in which premises are situated � qo 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO_ 13.Will lot be re-graded?YESX/NO Will excess fill be removed from premises?YES_NOy 61 14.Names of Owner of remises dre W7�� 2 iPOi/1$h,,po e No.Name of Architect � ? M SAddresEil J one No Name of Contractor 9 Ott- AddressDct 1htone No. a P6, / 4- 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 QE 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—Z *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� ` �p r � T/Ub 1 � ( e 1®1l ('4 'j being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A Ren+ (Contractor, ent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ' da f 20- i AM TOTH­ Notary PubljWly96 Signature of Applicant No.Ol Q al'ifled in Suffolk Coun Commission Expires luty 28, TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ v'f"'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: j DATE � � � � !� INSPECTO pF SD(/j�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F ATION 1 ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION ] FRAMING /STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELE ICAL (FINAL) REMARKS: DATE �' - INSPECTOR of SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 7] F UNDATION [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLA EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ! l INSPECTOR pf SObr�o<o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] 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: DATEq[q � 4, INSPECTOR Ll k k iI i pf SOUryo� holy co TOWN OF SOUTHOLD BUILDING DEPT. M 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 7 < Z DATE .DATE INSPECTOR 38 OF SOUT�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .� DATE INSPECTOR i �o��OE SOUjyo� f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION IST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATIO [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE S INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKI REMARKS: DATE INSPECTOR Q � l o��OF S��jyOl TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: � . � r Ks f � �V DATE �� ��" �� INSPECTOR i Of SO(/1,�0� v\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,�C], ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rl/y DATE 1'� INSPECTOR 42 �`T r Of SOUry� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � R DATE �71'1011K INSPECTOR ' 1. 1 1 �0 'H• • 1 �. • 1 l /fir • • 1 : ice!//.I WM ��■ WA -- - --- - - INOMATION STATE ENERGY , / �.���� ADDrribNAL commNTs • r 1 Toy"°Hall AnnexJ�f Telephone(631)765-1802 '6 q,-)y 5 34375 Main itoW e� P.O.Box 1179 rr - ro er ridle1)7�sg�.g9�5Q��2. _. 9._ own sourlt0%ny us SoerthoW,NY 11971-0959 ! s WADING DEPARTNTNT TOWN OF sOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- } Date:�// Company Name: C Name: S License No.: 2-4 / r�,iral rddress: hone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: L�BV r'o JcS C> . *Address: -3so *Cross Street: *Phone No.: _ Go3/ -7 -V4- Permit y-Permit No.. 3T( 7 Tax-Map District: 1000 Section: Z Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Alew e (Please circle AN That Apply) *Is job ready for inspection: YES Rough In Final *Do-you need aTemp Certificate: - YES NO - Temp Information Qf.needed) *Service Size: 1 Phase 3Phase 100 150 20 300 350 . 400 Other *New Service: Re-wnnect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION B241equest for Inspection Form Scott A. RussellP"°su Ir James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �'� > JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOWING DOCUMENTS or INFORMATION: FROM: BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: 10 1/31f/r3 ❑ Stormwater Management Control Plan APPLICANT: LAN DM.A+ZK -P�aet.116 5 ❑ Completed Chapter 236 Stormwater S.C.T.M. *: I-DOD - 13(o - 9 - ff I Review Checklist PROPERTY ADDRESS: 3D (beJ(5 PDA�D LA u BRIEF PROJECT DESCRIPTION: N eW c�1�v.q �A m I L.f e 5 14)9yt,,e - LO+ e .,R D TS©cL St)it* Fy,>NO R-fi on+t 1 N S+-A1.c. N ee.� �'a)f DO c e«� Ff,Q . E x cA v A Tn New i1o� {DRweW,4y aRA1NA&t , RE-17iaf-Pt 03v-hc ToPsot- j &-�D. **** FOR ENGINEERING DEPARTMENT USE ONLY **** Reviewed By: Date: Ox Approved: Pk-5 jjvf6>> leI Sf-- s �013iI0�Ste �rc,.. � 5,ry ❑ Additional Information Required: J' ` siFo�x�C<< DATE: 10/31/13 CHAPTER 236 APPLICANT: LAND M a IES Stormwater Review Checklist S.C.T.M.#: PHYSICAL ADDRESS: 0 Uv�S09O 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: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet / of the site boundary as required in §236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance ✓ f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) X IALLIL SQ'OGK v K ffb+.e e9 F om aZl tow k. location of the proposed construction entrance/staging areas 1. location of the proposed concrete washout area �D� i- m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3. Detail drawings (required for plan approval)provided for: �.r ' Ac�t�w a. erosion and sediment controls �hVI N y.E M N b. construction entrance u E M GNUS of QK4PfkWL 23(0' rcp_ c. inlet structures(e.g. catch basins,trench drains,etc.) S' dR�MWAt+� E}tiAGJker d. leaching structures(e.g. infiltration basins, swales,etc.) REVISED 7/24/2013 EL. 14.7 OQ EXISTING WELL 1/25/13 O NOT TO BE USED BY LONG ISLAND GEOSCIENCE i FOR DRINKING OD co w / DARK BROWN 0 r U w OL ORGANIC SOIL LIGHT BROWN SM SILTY O cm -H SAND N LAND NOW OR FORMERLY OF N 0 CAMILLE & JOSEPH NOBLE 0 PALE BROWN 0 MEDIUM oSP TO COARSE cv 10 WATER GRADE SAND ASPHALT DRIVE EL. 1.7' WOZ U W L x > I 12 TEST HOLE DATA Q PVN .9 ' 6' PVC FENCE PVC PS to o N 88'18'50" E M PVC of 0 of CM Z 0.2W W W U 0 ' qy 0 ¢ W (, ROP. DRIVE w 10. Oo DIRT P CONSTRUCTION ATM TO 8E REM I\ SITE ENTRANCE 1 R J ` 50.0 (13.8) + Lf) 41.58' OA. (13.6) TO BE LIL 5 3 REMOVED ^^'� LAND NOW OR FORMERLY OF p pQM a0 cw� N KIM ANN & BRADY ULMET N I PROPOSED WATER o K � z W w Z v w PORCH 0,�www Q R.O. LL-' O a-- PROP. N . �- L.P. M N W N •_ (15.8 M r Q . PROP. PROP. + . O 0 EXP. S.T. R _l 6 O 00 Z � (15 PROP. (15.0)o .5 \ IRE �xENC N tN STA LLAT(O N Or- o T.H. � L.P. ,� FNC {�pn G r- I=c! ao z CM 0.1E DRWRAC►6 J1ryV�V "✓ C4 C-4z x x W W W CM FNG x x S 88'18'50 W 154.86' ;6S R�Qv � COBBLE 1.8W O6Wri�. �N>C APRON D NOW OR FORMERLY OF a ! M MOTT eFFIce- v 165- 6/_ A-f `- GRAVEL DRIVEWAY ASPHALT DRIVE NOTES: �� �{(jUIZS �R60K I 1. TOPSOIL TO BE STORED ON SITE WITH LCfT SILT FENCING ,O :r4v SfA LLKIO)v LIL 4 co"o 0 2. DRYWELLS SHALL BE INSTALLED TO CONTAIN • M M M ROOF RUNOFF w id w I� CERTIFIED 0: I DRAINAGE CALCULATIONS: O / SYST. No. 1 X LANDMARK PROPERTIES OF SUFFOLK, LTD. ROOF AREA = 1646 S.F. x 2/12 x 100% = 274 CU. FT. CHICAGO TITLE IN CE SERVICES, LLC USE 2-8' DIA. 4 V.FT. = 338 CU. FT. ACT. CAP. SOF NEly y SYST. No. 2 �P H Q DRIVEWAY AREA = 1266 S.F. x 2/12 x 100% = 211 CU. FT. ��� B 9�t' USE 2-8' DIA. 3 V.FT. = 253 CU. FT. ACT. CAP. \ ti 1 � THE EXIS N O O W Y n ILJ��\IJI FF. 18.0' FIN. GRADE EL. 13.5 AND/ORE TS`"t�f' E /F ANY, NOT 1 � , TF. 17.0' GUARANTEED. ����n i JD��� EL. 14.0 UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A WOLAT70N OF IN. 1 SECTION 7209 OF THE NEW YORK STATE 4MIN. N 1 EDUCATION LAW. 12.5 EL.2 4-6. 1, EL. 12.0 COPIES OF THIS SURVEY MAP NOT BEARING UV���Lt1J EL EL. THE LAND SURVEYORS INKED SEAL OR 11'711.6 EMBOSSED SEAL SHALL NOT BE CONSIDERED 0 TO BE A VALID TRUE COPY. El GUARANTEES INDICATED HEREON SHALL RUN EL. 6.0 ONLY TO THE PERSON FOR WHOM THE SURVEY BACKFILL WITH COARSE SAND & GRAVEL IS PREPARED, AND ON HIS BEHALF TO THE GROUND WATER EL 1.7 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND ALL HOUSES WITHIN 150.00' OF PROPOSED SANITARY DETAIL TO THE ASSIGNEES OF THE LENDING INSTI— SEPTIC SYSTEM ARE CONNECTED TO TUTION, GUARANTEES ARE NOT TRANSFERABLE. PUBLIC WATER. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. SITUATED IN: MA TTI TUCK Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 1/25/2013 JOB NO. B13-14774 SCALE: 1" — 30' DIST. SEC. BLK. LOT S.C.T.M. N0. 1000 126 9 4 REV. PER TOWN COMMENTS 7/9/2013 B13-15214 ADD ROOF DRAINS 6/21/2013 REV. DWELLING 5/16Z2013 B13-15036 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET j VILLAGE DIST.' SUB. LOT 0-6 markt a u W-e / 4 fi FORMER OWN , N , . E ACR u qr S W TYPE OF BUILDING t m G AJ C ` % } RES. . SEAS. VL. FARM COMM. CB. ICS. Mkt. Value_ .LAND IMP. TOTAL DATE REMARKS oLf a u G c r E� — d 6 d 0 0 VA AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD J� Meadowland DEPTH House Plot BULKHEAD Total DOCK f•:... .i r . a r. ME mom ■ { y ! C�.............■.■.o.■■■■■■■■ ; f � ■■■■■■■■■■■■■■■■■■■■■ ■1■■■■■ ■■■■■■■■■■■■■■ : ■■■`�'i��■■IE' 1010■ 1010■■■Q■■■■.�■■■■■■■■N�ii■u�i■■ ..rt 10111000 .' :1010■■■■■■■■■■■�■ ■■1■ ■■■■■■■1P ■1010■■■■■■ &M EEM■■■■1■■■■■■■■■■■■■a■ ` - . -w ■■■■■�■■■■■■■■■■■■■■ 1010 Extension 1010" ::■■■■■■■■■■■■■■■■■®■ Foundation Porch 1010 rte■■■■■■■.■s■■■s■s■■■ r ® Basement .. IMA �r TITLE NO: C13-7474-14548-SUFF District: 1000 Section: 126.00 B1ock:09.00 Lot: 004.000 Town of Southold, New York Gentlemen: CHICAGO TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED and the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Landmark Properties of Suffolk, Ltd. and his/her predecessors in title since prior to July 1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: 7/11/2013 CHICAGO TITLE INSURANCE SERVICES, LLC SANDRA J. GO ESKI Sworn to before me this 1 lth day of July, 2013 Notary Public JUNE SCOTT Notsry �_ ;c a of New York `)43 folk County Ter Lxpi osMay31,_pZ (� J 1 v TITLE NO. CI3-7474-14548-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra J. Goleski, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-126.00-09.00-004.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to July 1983. SUBJECT PREMISES: 1000-126.00-09.00-004.000 Katharine Baylis Tuthill Liber 6520 cp 325 To Dated: 2/11/1969 Doris I4arkoff Rec'd: 3/18/1969 Doris Harkoff died a resident of Suffolk County on 11/21/2000. Charles V. Harkoff died a resident of Suffolk County on 1/28/2003. Dennis C. Harkoff, as Executor of the Last Will and Liber 12345 cp 210 Testament of Doris Harkoff, deceased and as Dated: 7/28/2004 Executor of the Last Will and Testament of Rec'd: 9/23/2004 Charles V. Harkoff, deceased To Dorian J. Harkoff CHICAGO TITLE INSURANCE SERVICES, LLC Sworn to before me this §ANDRA J. GOLESKI 1 lth day of.luly, 2013 Notary Public JUNE SCOTT Notary Public,State of New York NO.4793043 2 Qualified in Suffolk County J Term Expires May 31, Dorian J. Harkoff Liber 12352 cp 724 To Dated: 8/05/2004 Dorian J. Harkoff and Dennis C. Harkoff, as Rec'd: 11/03/2004 Joint Tenants with right of survivorship Dennis C. Harkoff and Dorian J. Harkoff Liber 12725 cp 166 To Dated: 3/13/2013 Landmark Properties of Suffolk, Ltd. Rec'd: 4/01/2013 LAST DEED Or RECORD PREMISES NORTH: 1000-126.00-09.00-003.000 Katharine Baylis Tuthill Liber 6589 cp 370 To Dated: 7/14/1969 Doris Harkoff Rec'd: 7/22/1969 Doris Harkoff Liber 11797 cp 682 To Dated: 9/24/1996 Dorian Harkoff Rec'd: 10/18/1996 Dorian Harkoff Liber 11823 cp 880 To Dated: 3/28/1997 Joseph R. Noble and Camille Noble, his wife Rec'd: 4/04/1997 LAST DEED OF RECORD PREMISES EAST: 1000-126.00-09.00-018.000 Daniel .lames Stack, Jr. and Richard Anthony Liber 6350 cp 318 Stack, being beneficiaries of the residuary Dated: 2/28/1968 Estate of Angelica S. Stack, who died a Rec'd: 5/21/1968 Resident of Suffolk County on 7/10/65 To Angelica S. Smith CHICAGO TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI I Ith day of July, 2013 Notary Public JUNE SCOTT Notary Public,State of New York 3 NO.4793043 Qualified in Suffolk Count Term Expires May 31, 0 I J Arabella S. McDermott, Angelica S. Smith, Liber 6350 cp 320 John Albert Stack, being beneficiaries of the Dated: 2/28/1968 Residuary estate of Angelica S. Stack, who Rec'd: 5/21/1968 Died a resident of SUffOlk County on 7/10/65 To Angelica S. Smith Angelica S. Smith Liber 10041 cp 409 To Dated: 5/08/1986 Brady S. Ulmet and Kim Ann Ulmet, his wife Rec'd: 5/21/1986 LAST DEED OF RECORD PREMISES SOUTH: 1000-126.00-09.00-005.000 Mattituck Building Corp. Liber 6275 cp 259 To Dated: 12/09/1967 Oscar Marcellino and Loretta Marcellino, his wife Rec'd: 12/19/1967 Loretta Marcellino Liber 11245 cp 564 To Dated: 3/28/1991 William McDermott, subject to the life estate of Rec'd: 4/10/1991 Loretta Marcellino LAST DEED OF RECORD PREMISES WEST: WELLS ROAD CHICAGO TITLE INSURANCE SERVICES, LLC Sworn to before me this i SANDRA J. G LESKI 1 1 th day of July, 2013 �— Notary Public JUNE SCOTT Notary Public,State of New York NO.4793043 Qualified in Suffolk County; Term Expires May 31, 4 EXISTING WELL 11/25/13 O O NOT TO BE USED BY LONG ISLAND GEOSCIENCE i FOR DRINKING m / DARK BROWN p mco 00 OL ORGANIC SOIL U U w H LIGHT BROWN SM SILTY O CM }{ I SAND N LAND NOW OR FORMERLY OF cV O CAMILLE & JOSEPH NOBLE PALE BROWN MEDIUM o SP TO COARSE a 10 WATER GRADE SAND ASPHALT DRIVE I EL. 1.7' w w U W Wx U PVA 12 TEST HOLE DATA P5 00 N 88'18'5099 E � . 0. 6' PVC FENCE D PVC IR'R o I 1.ON o °' CM Z 0.2W Of w Qw Q SYST.#2 4-- ROP. DRIVE w �? t ¢ W (10.5 CONSTRUCTION 1 �OIRT PATH ro BE REM 2Od' SITE ENTRANCE R w J O LO 50.0 (13.8) + O 41.58' OA. (13.6) TO BE O LIL 5 3 REMOVED ^^^ LAND NOW OR FORMERLY OF 0 C C 0 p U KIM ANN & BRADY ULMET oZ - z 3 PROPOSED WATER No fi W 0_-jw w Z v w O PORCH w 3: a R.O. EL 0. O � r PROP. F-li C9 N .. d- L.P. n CV C) or (15.8)(15.8) M r PROP. PROP. + Q EXP. S.T. 7f 16 O M � Z � PROP. (15.0)o t� + (15.5) EN U T.H. L.P. SYST. 1 WIC FINc t- Z N F= x CM 0.1 E X x w W-i W CM FNG x S 88'18'50" W x 154.86' s ,.os ,.6s COBBLE .8W 0.6W APRON LAND NOW OR FORMERLY OF WILLIAM MCDERMOTT GRAVEL DRIVEWAY ASPHALT DRIVE NOTES: I 1. TOPSOIL TO BE STORED ON SITE WITH SILT FENCING LIL 4 N o 4 2. DRYWELLS 'SHALL BE INSTALLED TO CONTAIN M M M ROOF RUNOFF w c� w CERTIFIED 0: DRAINAGE CALCULATIONS: SYST, No. 1 LANDMARK PROPERTI F SUFFOLK, LTD. ROOF AREA = 1646 S.F. x 2/12 x 100% = 274 CU. FT. CHICAGO TITLE I NC VICES, LLC USE 2-8' DIA. 4 V.FT. = 338 CU. FT. ACT. CAP. DRIVEWAY AREA = 1266 S.F. x 2/12 x 100% = 211 CU. FT. USE 2-8' DIA. 3 V.FT. = 253 CU. FT. ACT. CAP. \ 7 THE EXISTEN Lei11' F FF. 18.0' FIN. GRADE EL. 13.5 AND/OR EAS o06q FNN ANY, NOT SHO ° A v¢ TF' 17'0• EL. 14.0 GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION ;7 TO THIS SURVEY IS A VIOLATION OF MIN. 1 4" 1' SECTION 7209 OF THE NEW YORK STA TE 4" m 1 8 IN' EDUCATION LAW. �nOr--��(Lf� 125 122 4" EL. 12.0 COPIES OF THIS SURVEY MAP NOT BEARING U--LJ 11. EL. THE LAND SURVEYOR'S INKED SEAL OR 11.711.6 EMBOSSED SEAL SHALL NOT BE CONSIDERED E] 0 TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN EL. 6.0 ONLY TO THE PERSON FOR WHOM THE SURVEY BACKFILL WITH COARSE SAND & GRAVEL IS PREPARED, AND ON HIS BEHALF TO THE - GROUND WATER EL 1.7 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND ALL HOUSES WITHIN 150.00' OF PROPOSED SANITARY DETAIL TO THE ASSIGNEES OF THE LENDING INSTI- SEPTIC SYSTEM ARE CONNECTED TO TURON, GUARANTEES ARE NOT TRANSFERABLE. PUBLIC WATER. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. Surveying and Land Planning SITUATED IN: MATT/T(/CK 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 1/25/2013 JOB NO. B13-14774 SCALE: 1" — 30' DIST. SEC. BILK. LOT S.C.T.M. NO. 1000 126 9 4 REV. PER TOWN COMMENTS 7/9/2013 B13-15214 ADD ROOF DRAINS 6/21/2013 REV. DWELLING 5/16/2013 B13-15036 Q EXIS WELL EL. 14.7 O NOT BEUSED BYL5/13 ONGKI FOR KIN ISLAND GEOSCIENCE O LWU/ CC 00 -t o wlco cd m "�' DARK BROWN m w / w 'v OL ORGANIC SOIL o ©Q LIGHT BROWN SM SILTY CM I SAND LAND NOW OR FORMERLY OF o CAMILLE & JOSEPH NOBLE CO 0 t\ o PALE BROWN MEDIUM N SP TO COARSE O 10 WATER GRADE SAND ASPHALT DRIVE I EL. 1.7' w U U � Q x U a 12 a TEST HOLE DATA �Q P o N 88'18'50 E PVC 0.9 ' s' PVC FENCE (0 PVC oiZ o M 1.0N o CM 0.2E LLJ 0 00 w ROP. DRIVE �2 DIRT PAw >; 3 771r0 BE REM Q O r 0 J O 50.0' (13.8) + w V7 Z � 41.58' OA. (13.8) TO BE In(O LIL 5 �3 � REMOVED O W p p Q N LAND NOW OR FORMERLY OF M p Kj O KIM ANN & BRADY ULMET N tO 3 PROPOSED WATER O_j W T w 0 WPORCH o0Vwww � r R.O. IL ,i Ii ti O PROP. I:Ll�U' N co d- L.P. n Gn 3 N t6 (15.8) iN O PROP. PROP. + O EXP. v 16 0 P7 Z (15.0)o !� + (15.5) C (5 PROP. N o T.H. L.'PO WIC-FxEN FNC t� N 0.1 E W _ w CM FNC X X S 88'18'50" W X 154.86' X ;6S ION GM COBBLE 1.0S 1.8S .8W 0.6W APRON GRAVEL DRIVEWAY A$PHAIL DRIVE LAND NOW OR FORMERLY OF LIL 4 N o SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES h PERMIT FOR APPROVAL OF CONSTRUCTION FOR A u' v w SINGLE FAMILY RESIDENCE ONLY CERTIFIED 0: LANDMARK PROPERTIES OF SUFFOLK, LTD. .JUN 2 0 2013 / CHICAGO TITLE INSURANCE SERVICES, LLC DATE 'r� REF. N0. 1210 "_13 -Gr/36 APPROVED �of Nrly \ N H.g�cyC�9� FOR MAXIDI OF 44 BEDR00MS n EXPIRES THREE YEARS FROM DATE OF APPROVAL THE EXISTENCE OFF S ' WA'?a FF. 18.0' AND/OR EA SEMEN R 6)1w f: FIN. GRADE EL. 13.5 ANY, NOT SHOWN A 0 ♦t;, � TF. 17.0, GUARANTEED. <` 41 Q EL. 14.0 UNAUTHORIZED ALTERATIO TION TO THIS SURVEY IS A VIOLATION OF MIN. 1 SECTION 7209 OF THE NEW YORK STATE 4" MIN, EDUCATION LAW. F 12,5 12.2 1 4" 1 EL. 12.0 COPIES OF THIS SURVEY MAP NOT BEARING EL. EL, THE LAND SURVEYOR'S INKED SEAL OR 11'711.6 0 EMBOSSED SEAL SHALL NOT BE CONSIDERED 0 TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN EL. 6.0 ONLY TO THE PERSON FOR WHOM THE SURVEY BACKFILL WITH COARSE SAND & GRAVEL IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND GROUND WATER EL. 1.7 -� LENDING INSTITUTION LISTED HEREON, AND ALL HOUSES WITHIN 150.00' OF PROPOSED SANITARY DETAIL TO THE ASSIGNEES OF THE LENDING INSTI- SEPTIC SYSTEM ARE CONNECTED TO TUTION, GUARANTEES ARE NOT TRANSFERABLE. PUBLIC WATER. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. SITUATED IN: MAT77TUCK Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 1/25/2013 JOB NO. 813-14774 SCALE: 1" — 30' DIST. SEC. BLK. LOT S.C.T.M. NO. 1000 126 9 4 REV. DWELLING 5/16/2013 B13-15036 3 - 7I 3�� f e�s rc� G �O�✓�'! ✓A� �o e y�� C S EXISTING WELL L4.7 13 0 0 FOR DRINKING NOT TO BE USED 1 BY L25ONG ISLAND GEOSCIENCE i h N d O °0 aD 00 P / OL DARK BROWN ORGANIC SOIL LIGHT BROWN SM SILTY O CM -H SAND N LAND NOW OR FORMERLY OF 04 O CAMILLE do JOSEPH NOBLE I� g PALE BROWN MEDIUM on SP TO COARSE O C11 WATEfj GRADE SAND ASPHALT DRIVE EL. 1.7' TEST HOLE DATA Q a P5 N 88'18'50" E i 2N 50.9 ' 6' PVC FENCE `O PVC co 1.ON — of CM 0.2W W aO w V) w V• v.-J, O to O 41.6' (0 LIL 5 3 Oo Ln O r N w p N LAND NOW OR FORMERLY OF w i= v KIM ANN k BRADY ULMET 3 50.0' 11.7' o f N L) W 0 oo O 2.3' U U- to cV � - w z `r° a N 0) 3 C4 O 27.5' M 17 z N O 3 C eo 4 V E FNC y`r r, zN °O° 0.1E FNi CM FNC X X S 88'1850 1N X 154.86' X—FNC cM �' Li COBBLE 68 w 1.OS 1.8S APRON 0.8W 0.6W ' /�, J LAND NOW OR FORMERLY OF WILLIAM MCDERMOTT vvvv -3KA'vLL DR;V1WAY p.SPHA:-T DRIVE NOTES: 1. TOPSOIL TO BE STORED ON SITE WITH SILT FENCING LIL 4 co 0 2. DRYWELLS SHALL BE INSTALLED TO CONTAIN M ri ri ROOF RUNOFF CL DRAINAGE CALCULATIONS: CERTIFIED 0: - -- SYST. No. 1 LANDMARK PRDPERRES OF SUFFOLK, LTD. ROOF AREA = 1646 S.F. x 2/12 x 100% = 274 CU. FT. CHICAGO -,P�-E iNSURAkCE SERVICES, LLC USE 2-8 DIA. 4 V.FT. = 338 CU. FT. ACT. CAP. l� j DEC - 6 2013 1, SYST. No. 2 DRIVEWAY AREA = 1266 S.F. x 2/12 x 100% = 211 CU. FT. USE 2-8' DIA. 3 V.FT. = 253 CU. FT. ACT. CAP. THE EX/STEP E OF Rl HTSb WAY AND/OR 614�i �11(TC`ORD /F �' 18'0 FIN. GRADE EL. 13.5 ANY, NOT 3Q ,A�fil�'w TF. 17.0' GUARANTEED. EL. 14.0 UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF IN. 1 4+ 1 SECT/ON 7209 OF THE NEW YORK STATE 4" m MIN. EDUCATION LAW. 0 12.5 E2 2 1 4"1' EL. 12.0 COP/ES OF THIS SURVEY MAP NOT BEAR/NG 1 7 EL THE LAND SURVEYORS INKED SEAL OR 11.6 E:1 El EMBOSSED SEAL SHALL NOT BE CONSIDERED O TO BE A VALID TRUE COPY. EJ GUARANTEES INDICATED HEREON SHALL RUN EL. 6.0 ONLY TO THE PERSON FOR WHOM THE SURVEY BACKFILL WITH COARSE SAND & GRAVEL IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND GROUND WATER EL 1.7 LEND/NG 1NS77TU77ON LISTED HEREON, AND ALL HOUSES WITHIN 150.00' OF PROPOSED SANITARY DETAIL TO THE ASSIGNEES OF THE LENDING INS77— SEPTIC SYSTEM ARE CONNECTED TO TUTTON, GUARANTEES ARE NOT TRANSFERABLE. PUBLIC WATER. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. SITUATED I N• MA TTI TUCK Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 1/25/2013 JOB NO. B13-14774 SCALE: 1" — 30' DIST. SEC. BLK. LOT FOUNDATION LOCATION 12/3/2013 813-15607 S.C.T.M. N0. 1000 126 9 4 REV. PER TOWN COMMENTS 7/9/2013 B13-15214 ADD ROOF DRAINS 6/21/2013 REV. DWELLING 5/16/2013 B13-15036 L EXISTING WELL O NOT TO BE USED/ FOR DRINKING SP owl ao co 7- uj r-3 LL, N 4 m iz LAND NOW OR FORMERLY OF 04 LAZ CAMILLE & JOSEPH NOBLE cn 01 8 ASPHALT DRIVE SQAfL (L PVC N 88'18 50 E . Z2Ndy 8' PVC FENCE io PVC o cm LON C; 0; 1 0.2W CA cm UJI ROCK BASE DRIVE FNC. 0 1.8E 6 0 LIL 5 3: 0 WLAND NOW OR FORMERLY OF w KIM ANN & BRADY ULMET 0 Go to wow z 50.0' -- U-ZSTEPS wooD a] id 111—vi— >-3W LLI L"-j-j I PORCH is x ct ) 0 R.O. 1'-0 LL:LA: 04 S.T. c-4 IN 27.5'L. b 34! C:) 7k N 0 CE 'co 4! ARE Z "8 L.P. FNC FNC 00 OJE r, 4! PICKET FENCE . C-4 UN CM 04 F=V) Jf--K- X-FNC x--X- 'Z70 c OW CM FNC S 88'18'50" W 154.86 1.6S 1.0S 1.8S COBBLE 0.8W 0.6W APRON LAND NOW OR FORMERLY OF WILLIAM MCDERMOTT APRON DRIVE GRAVEL DRIVEWAY EL L LIL 1-4) 00 0 NOTES: IL 4 04 r- 1. TOPSOIL TO BE STORED ON SITE WITH SILT FENCING III d ffi 2. DRYWELLS SHALL BE INSTALLED TO CONTAIN CERTIFIED 0: ROOF RUNOFF LANDMARK PROPERTIES OF SUFFOLK, LTD. CHICAGO TITLE INSURANCE S LLC THE EXISTENCE OF RI 04�Ai,;' jr AND/OR EASEMENTS ANY, NOT SHOW ARE GUARANTEED. L A N �fy Lr--PARTMEPYT OF HEALTH SERVICES '!AL OF CONSTRUCTED WORKS FOR UNAUTHORIZED AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A WOLA 77ON OF SINGLE FAMILY RESIDENCE SECTION 7209 OF THE NEW YORK STATE ju4 -2 T. 2014 H.S.Ref.No. 9 10 - 13 EDUCA 77ON LAW -)u3M and V4*r supply#ad et thj,� COPIES OF THIS SURVEY MAP NOT BEARING it low $Orz4o'. 1-,,.men THE LAND SURVEYOR'S INKED SEAL OR �`KUC)r CeTtWl"by Oft DmpWbVdWg I or ager agenc.irs and sound to EMBOSSED SEAL SHALL NOT BE CONSIDERED mctory FOR A MAYJMUM&F. SEDROOmS. TO BE A VALID 7RUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Wafteri. IS PREPARED, AND ON HIS BEHALF TO THE Office dWftk-Ailer I ert8gement 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS71- 7U77ON, GUARANTEES ARE NOT TRANSFERABLE SURVEY OF: DESCRIBED PROPERTY ID M1 h KENNETH H. BECKMAN, L.S. JUL - 7 2014 Surveying and Land Planning SITUATED IN: MATRTUCK 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORKFAX �6311 345-9427 631 345-9429 DATE: 112512013 JOB NO. B13-14774 SCALE: 1-v 30' FINAL SURVEY 6/5/2014 B14-16001 REV. TOP OF FOUND. ELEV. 4/2/2014 DIST. SEC. BLK LOT FOUNDATION LOCATION 12/3/2013 B13-15607 S.C.T.M. N0. 1000 126 9 4 REV. PER TOWN COMMENTS 7/9/2013 B13-15214 ADD ROOF DRAINS 6/21/2013 REV. DWELLING 5/16/2013 B13-15036 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)7564300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 113463687 LANDMARK PROPERTIES OF SUFFOLK LTD 475 ROUTE 25A ROCKY POINT NY 11778 POLICYHOLDER CERTIFICATE HOLDER LANDMARK PROPERTIES OF SUFFOLK LTD TOWN OF SOUTHOLD 475 ROUTE 25A TOWN HALL ROCKY POINT NY 11778 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11195575-4 443729 12/21/2012 TO 12/21/2013 7/2/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1195 575-4 UNTIL 12/21/2013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 12/21/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. MARK BAISCH OF LAMB VENTURES OF SUFFOLK LTD THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND S;: j , Qe, DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:521880265 1 I-7fi.3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured LANDMARK PROPERTIES OF SUFFOLK LTD 631-744-5900 tc.NYS Unemployment Insurance Employer Registration 475 ROUTE 25A Number of Insured ROCKY POINT, NY 11778 3431536 1d.Federal Employer Identification Number of Insured or Social Security Number 113463687 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance TOWN OF SOUTHOLD Company of America 3b.Policy Number of Entity listed in box"1a": BUILDING DEPT. DBL97481 TOWN HALL 3c.Policy effective period: SOUTHOLD, NY 11971 03/26/2012 to 03/25/2014 4.Policy covers: a. ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law b. Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 3/7/2013 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANTAf box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed InsuranceAgent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1(5-06) REScheck Software Version 4.4.4 N, Compliance Certificate Project Title: the Whitman Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area Percentage: 12% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: wells road landmark properties Robert Higgins Southold,NY rte 25a Robert Higgins Architect rocky point,NY 50 Hidden Acres path Wading River,NY 11792 631-208-3351 rarchibob@aol.com Compliance: 5.5%Better Than Code Maximum UA: 399 Your UA: 377 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Area or or Door UA Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,251 30.0 0.0 41 Floor 2:All-Wood Joist/Truss:Over Outside Air 11 30.0 0.0 0 Wall 1:Wood Frame,16"o.c. 2,506 13.0 0.0 177 Window 1:Vinyl Frame:Double Pane with Low-E 265 0.340 90 SHGC:0.30 Door 1:Solid 39 0.400 16 Door 2:Glass 40 0.340 14 SHGC:0.30 Ceiling 1:Flat Ceiling or Scissor Truss 1,202 38.0 0.0 36 Ceiling 2:Cathedral Ceiling(no attic) 60 19.0 0.0 3 Project Title: the wihitman Report date: 06/13/13 Data filename: C:\UsersXAdmin\Documents\COPY D 1104\builders\landmark\wells rd southold\energy wells rd.rck Page 1 of 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations • submitted with the permit application.The proposed building has been des' to meet the 2010 New York Energy Conservation Construction Code r uirements in REScheck Version 4AA and to comply with the mandat ui ments ' t n REScheck Inspection Checklis Name-Titlenature Date Project Title: the wihitman Report 06/13/13 Data filename: C:\Users\Admin\Documents\COPY D 1104\buildersVandmark\wells rd Southold\energy wells rd.rck Page 2 of 2 continuous header over framing GENERAL CONSTRUCTION NOTES 22. Windows in buildings located in Wood-Borne debris regions (areas within- 9. Basements with habitable space and every sleeping room shall have hurricane prone regions within 1 mile of the coastal high water fasten sheathing to header at least one openable emergency escape as follows: line were the basic wind speed is 110 miles per hour or greater w/7 8d nails in ga metal strap with 8d common or galvanized 1. All construction shall conform to the 2010 New York State Fire Sill height of not more than 44 inches above the floor. or 120 miles per hour as per figure R301.2(4)of the New York State e box nails in 3"grid pattern as FASTEN SHEATHING TO Prevention and Building Code effective December 28, 2010; A. Minimum net clear opening of 5.7 square feet. Residential Building Code shall meet the requirements of the large each end TYP. N shown and 3"o.c. in all framing HEADER WITH 8d COMMON Which includes but not limited to the following: Except grade floor openings shall have a minimum net clear Missle test ASTM E 1996 and the ASTM E 1886 (studs, sills&blocking )TYP OR GALVANIZED BOX NAILS 2010 Residential Code of New York State, 2010 Building Code of NYS, 2010 opening of 5 square feet. referenced therein. Header continuous r-IN 3" GRID PATTERN AS SHOWN New York State Energy Conservation Construction Code, 2010 plumbing code, B. Minimum net clear opening height shall be 24 inches. (values are nominal design 3-second gust wind speed in miles per hour) over a panels 2010 fire code, 2010 mechanical code, 2010 fuel gas code, 2010 existing building C. Minimum net clear opening width shall be 20". fasten top plate code, 2010 roe maintance code of New York State. D. emergancy escape and rescue openings shall be operational A. EXCEPTION: with ga metal strap to header with two property rtY with 14-8d nails rows of 16D sinker 1/2" WOOD STRUCTURAL ALL CODES shall supercede the drawings and shall be incorporated into the from the inside of the room without use of keys or tools. Wood Structural panels with a minimum of thickness of 7/16 inch framing size; nails @ 3"o.c. TYP PANEL WITH 8d NAILS W O.C. 16 min one story ,r- drawings WHETHER they are indicated on the Plans or NOT. and a maximum span of 8 feet shall be permitted for opening see floor plans M (2) ROWS ON EACH SIDE OF 10. No back-fill shall be placed against the foundation walls protection. Panels shall be precut to cover the glazed openings HEIGHT ory VERTICAL SEGMENT ON first floor framing is in place or brace the foundation with attachment hardware provided in the table below. io' 24" min.for use For a panel splicelu t structure is the AMERICAN FOREST& PAPER ASSOCIATION Label all panels and store in a clean dry area of the house. 1/2"thick wood in the first of (IF Needed), panel THE PORTAL FRAME 2. The reference Standard that was utilized in the Design of the until the hes Wood Frame Construction Manual for one and two family dwellings 11. Double joists under parallel partitions and under whirlpool tubs. Attachements shall be provided in accordance with the table continuous two storystructures edges shall be (2) 2 X STUDS � See plan for P n 2001 Edition. (800-890-7732) THIS MANUAL shall Double around openings in floor and roof framing. as follows: structural panel blocked and occur j be incorporated into the drawings WHETHER they are indicated sheathing. within 24"of mid- size OR use on the plans or NOT. 12. Metal flashing shall be installed were concrete abuts wood, B. Fastener Schedule for wood plywood panels height, one row of and were decks abut house framing. Typ. Sheathing to solid post FRON TSID •� O en Dimensions take precedence over scaled dimensions TABLE R301.2.1.2 Simpson HDU8 framing nailing is FRONT SIDE) 20 GA STRAP 3. Written 13. Install joist hangers at all flush structural load bearing conditions. each side of Typ. Anchor Bolt required. If 2x4 IN 7 C NAILS 4. The contractor prior to the start of construction shall verify all Fastener Panel Span Panel Span Panel Span blocking is used, IN EACH END garage opening g dimensions, existing or new and be responsible for field fit. 14. ALL habitable rooms shall be provided with aggregate lazin area Type Less than or less than or less than or the 2x4's must be 17i=►'L.©=f f4_ glazing equal to 4 feet equal to 6 feet equal to 8 feet see details DWG 1 of not less 8 percent of the floor area of that room, and the minimum Or TWO Simpson nailed together ��r h �I� f� S ; ; cal systems, electrical and plumbing systems openable area to the outdoors shall be 4 percent of the floor area barn DETAIL A A .PRO "E' k J. ? ' DETAIL B 5. The mechani y p p g STHD14 on each with 3-1 sd sinkers � "��' �' '�'" ""�'��'` r 1 0 shall be installed in accordance with NYS Fire prevention and ventilated. Refer to Code section R303. 2-112 #6 Wood 16 inches 12 inches 6 inches panel Screws on center on center on center END PORTAL CENTER PORTAL ®ATE �f Ea.P: $... j �7J BACK SID E Building Code as listed in general note#1. All systems are to be Fd) WALL BRACING PANEL DETAILS BETWEEN FEE..; �� designed, installed, specified by the general contractors; HVAC, 15. All window and door headers to be 2-2x10 unless noted otherwise. v! electrical or plumbing sub-contractors. Electrical certificates are to 2-1/2"#8 Wood 16 inches 16 inches 12 inches ry r be provided the electrical contractor. 16. Vent dryers to exterior and bathrooms shall have mechanical ventilation GARAGE DOOR OPENINGS AND AT EACH CORNERS N�?TI'- ' BUILDING Screws on center on center on center 71'5-102 8 AM �O � i tali F��l� 'i��.;� ���`� ���� .._ U_ where no window is provided on a separate switch. OF THE GARAGE. NTS FOLLOWING INSPECTICtJS, : 6. All New Footings shall bear on Virgin, undisturbed soil with a minimum This table is based on a maximum wind speed (3-second gust) O 1: FOUNDATION-T��_� 1' ' RRIDGES bearing capacity of 2000 pounds per square Foot. All Existing footings shall be 17, Guardrails are required where the difference in GRADE is more than of a 130 miles per hour and a 33 foot mean roof height. 36 below grade Minimum. It shall be the responsibility of the general 30 inches and openings in guardrails shall be less than 4 inches apart. FOR POURED FRAMING,PLU`HI i Each Rafter on Each Side _h contractor to verify the depth of all existing footings disturbed by construction. Handrails are requried on stairs with 4 or more risers. (R311.5.6) Fasteners shall be installed at opposing ends of the wood CEILING OR FLOOR JOIST 2 ROUGH•NG, EL ELECTRICAL of Ridge t0 have a (,�) structural panels. STRAPPING, ELECTRICAL� I�;a,�!l��'�^�IL Simpson LSU skewable hanger. 7. Poured in Place concrete shall be air entrained; 5% < 7%total air 18. R313 Smoke Alarms: Shall be listed in accordance with UL 217,installed as per DIRECTION 3: FINAL-CONSTRUCTION a INSULATION at Residential code and NFPA 72. Shall be provided in each sleeping Room, attached to mason or stucco the shall ENDWALL-e- MUST BE COMPLETE FOR C.O.E�i - - content by volume and have an ultimate compressive strength the NYS Resl e p Where screws are t masonry � Y _ lu 28 days of 3000 psi. Except exposed slabs, garage slabs and steps outside of each separate sleeping area in the immediate vicinity of the bedroom be attached utilizing vibration resistant anchors having s ALL CONSTRUCTION SHALL IVIL T Ti IF UJ shall be 3500 psi. All work shall be in accordance with the 2010 and on each story of the dwelling, including basement and cellars. Alarms minimum ultimate withdraw capacity of 490 pounds. Y^A ENDWALL PFOUIREMENTS OF THE CODE:- ', -,)` N ,10„ New York State Fire prevention and Building Codes. shall be interconnected and hard-wired to a commercial source. ASTATE, l�ORO- All Concrete shall conform to the latest ACI standards. WHENEVER an alteration, addition, or conversion is made to an Existing ��3K OT F SPON�tai L w I Floor and Ceiling JOIISTS DESIGN OR CONSTRUCTION EEcEt Residence,the smoke detection system of the ENTIRE residence must be DESIGN LOAD INFORMATION BLOCKING RETAIN STORM WATER RUN ° 8. Base design value for visually graded dimensional lumber: Joists, studs brought up to code, hard-wired and interconnected. A. Ground Snow Load: 20 5f Rafters and All Framing lumber shall be DOUG-Fir#2 or better, p TYPICAL PURSUANT TO CHAPTER 236 E=1.6, Min. Fb for dimensional lumber as follows: 1350 psi (2x 4), 19. Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting B. Rooms other than sleeping: LL = 40 psf, DL = 10 psf AT 48" OC OF THE TOWN CODE. 1215 psi(2x6), 1242 psi (2x8), 1140 psi (2x10)and 1035 psi (2x12) circuit with no intervening wall switch, Battery-powered alarms are not allowed. C. Sleeping Rooms: LL = 30 psf, DL = 10 psf 2-BAYS IN CO alarms are required within each dwelling unit on each story containing a D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf RAFTER TO RIDGE STRAP 0 a' ALL EXTERIOR LUMBER Shall be ACO requiring the following: sleeping area,within 15 feet of the sleeping area. And on any stroy of a dwelling E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf BLOCKING at 48" Orn center DO NOT PROCEED 11ViTl' ': m �.-O c AL All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D unit that contains a carbon monoxide source. Refer to R313.4.2 for exceptions. F. Decks: LL = 40 psf SECTION A - A FLAMING UNTIL SURV��, 1-ITH x 28d COMMON NAILS IN EACH END.4",20 GAGE STRAP,GALVANIZED .0 2 � o ��, a OR STAINLESS STEEL. END WALL BLOCKING DETAIL of FOtlNDATIO `LOCA1"M N01! NOTE:RIDGE STRAPS ARE NOT REQUIRED o y C V m c b.) Use Capper flashing Only against ACO Lumber Sill Plates 20. FLOOR DIAPHRAGM BRACING. Blocking and connection shall be provided at G. Exterior Balconies: LL = 60 psf, FOR FLOOR & ROOF DIAPHRAGM BRACING HAS BE [1j aP l OU rt ` ya, WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 0 ami .0 w N o. c All Structural connectors i.e. Simpson strong-Tie or USP, etc panel edges perpendicular to floor framing members in the First TWO bays of framing H. Guardrails and Handrails: LL 200 psf PLUMS R CERTIFICATIO RE LOCATED IN THE UPPER THIRD of THE ATTIC to S 'O'� 8 Y shall Structural Hot-Dipped Galvanized or Stainless Steel. and shall be spaced at a maximum of 4 feet on center. Nailing in accordance with I. Guardrail balusters and panel fillers. LL = 50 psf BLOCKING SHALL BE PROVIDED PERPENDICULAR To ALL FLOOR FRAMING N.T.S. f ACE AND ATTACHED WITH 4-Sd COMMON NAILS s N p_ C L ON. LEAD CONTENT BEF0,41� MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED _ EACH END �+-• � rn a � '`"' � J. Attic without Storage: LL = 10 Sf, DL = 10 psf AT A MAXIMUM OF 4 FEET ON CENTER. Cl- �'" '` �•�C'h`i(l AAJOY 0 0 .4 3 d.)ACO Above Ground (.25), ACO Ground Contact(.40) Nailing schedule. g p p La r- 21. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" Shall be K. Attic with storage: LL = 20psf, DL = 10 psf WHEN AN ATTIC FLOOR,CEILING JOIST or HIP ROOF 15 USED TO BRACE -'� ! =r' r<f,t FR .'i �`F . i; V G C rn y installed In accordance with the manufacturers latest installation details, L. Stairs; 40psf THE GABLE END WALL, DIAPHRAGM BLOCKING IS NOT REQUIRED. % ` '" 'i y �f ' ="`" ` `- ' and Shear Framing connectors, Alllowable Hole diagrams, specifications, etc. r `✓1 CANN T N Nailin SChedule for Lateral _ _ ° _ - ' SFO ' �,a�e� 4 W V C E O W ,L"" �/l0 OF 19!L r4D; }' r dl�!!.., �U� i ,u "Mlcro-Lam" Design Stresses: E= 1.9 x 10 s Fb= 2,600 psi, Fv= 285 psi Refer to NYS code Table R301.5 for all Live Load foot notes v °' L = ° mentSPLUMBING 2-16d Common �� � _ CATE a_ o a- Connection require ROOF SHEATHING ATTACHMENT RE UIREMENTS �----- 4-Corner Studs nails at 10" r O ALLOWABLE DEFELECTION OF ALLOWABLE ALL PLUMBING WASTE a • �. , ail l 'ti" BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION BASED ON TABLE A 3.10 OF THE 2001 WFCM EDITION STRUCTURAL MEMBERS DEFLECTION r---Side Wall o.c. corner .&WATER LINES NEED 2-16d Common -.. .• stud connected TeSTING BEFORE COV Ri,N J a, Sd Deformed 2-1/2" nails shall be used for attaching plywood amd wood Rafters having slopes greater than 3112 with I nails at 10" HDU8 Holdown Typ. DESCRIPTION NUMBER OF ' NAIL SPACING structural panel roof sheathing to framing within minimum 48-inch no finished calling attached to rafters 1_/180 to transfer shear eachHoldend are required at O.C. corner '• each end of a perforated HDU8 'Q o COMMON NAILS distance for able end walls Blocking not shown 9 Interior walls and partitions H/180 stud connected for clarity shear wall.When full height HOLDOWN W ROOF FRAMING Floors and ceilings L/360 to transfer shear y a corner. segments meet at 3 - second gust Wind Speed @ 120 (MPH) 7/8" SSTB Simpson a corner.A single to 0 RAFTER TO TOP PLATE(TOE NAILED 4-BD All other structural memebers 1_1240 •' shall be permitted to ni z 4-0 EACH RAFTER Anchor Bolt & Exterior walls with stucco finish H/360 used to resist overturning OCAI CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST SHEATHING LOCATION Spacing At panel At interrmediate coupler nut assembly _.--� forces in both directions SEE NOTE A edges edges iiin field Exterior walls-wind loads/brittle finishes 1_/240UJ 0 Preservative-treated when the walls are fastened per (n I"- Ur CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP ( ) barrier required for T Sill on detail. Exterior walls-wind loads/fiexlble finishes 1_/140 Yp Typ Wood F-- W � CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP INTERIOR ZONE 12" o.c. 6" 6" connectors in contact Conc Fdn wall O z 16" o.c. 6" 611 L = span length, H=span height with treated wood Floor Framing COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE & Conc Fdn wall TYPICAL HOLD-DOWN PLAN (,V Z Z EACH END PERIMETER EDGE ZONE 12"o.c. 6" 6" ENERGY NOTES DETAIL BETWEEN GARAGE -� BLOCKING TO RAFTER(TOE NAILED) 3-BD 16"o.c. 6" s" G SIMPSON HDU8 CORNER HOLDOWN SIMPSON HDU8 HOLDOWN DOOR OPENINGS N.T.S. O T- RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END All HVAC, Plumbing & Electrical systems shall meet the NYE Energy Code. O RIDGE VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER Fasteners for asphalt shingles shall be galvanized or stainless i steel, It shall be the responsibility of the General contractor to submit NTS Q BOX F RAM I NG NTS W W :3 RAFTERS T � aluminum or copper roofing nails, minimum 12 gage shank with`r a in detail the design, calculations, drawings,written statements of the mechanical, HDU8 V W � � RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER minimum 3/8" inch diameter head,the fasteners shall penetrate air conditioning, ventilation. heating systems ( new, existing or upgraded) - through the roof sheathting and comply with ASTM F 1667 stamped by a professional engineer if required by the Owner or Building Dept. Hurricane Tie 2- 16D NAILS @ 16" oc HOEDOWN � (,� � M at each rafter, 3- Corner Studs UPS RT10 ANCHOR All asphalt shingles shall have self-seal strips or be iinterlocking, at each Rafter. With CORNER STUD'"'"--a WALL FRAMING Simpson HDU5 O O and comply with ASTM D 225 or ASTM D 3462 p (6) 8d x 1-1/2" nails in Rafter CONNECTED TO TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT With - 14 -Simpson (8) 8d x 1-1/2" nails in plate TRANSFER SHEAR TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-i6D JOIST-EACH SIDE For normal applications, asphalt Shingles shall be secured to roof SDS 1/4" X 2-1/2" (6) 8d x 1-1/2" nails in Stud LOAD STUD TO STUD(FACE NAILED) 2-16D 24 ON CENTER with not less than six fasteners per strip. lift= 585 lbs wood screws. up i6D 1s"O.C. ALONG EDGES NOTE A: For roof and wall sheathing within 4-feet of the perimeter TYPICAL HOLD-DOWN PLAN HEADER TO HEADER(FACE NAILED) WINDOW HDR 1-114" x 20 Gage Metal Coil DETAIL t) GARAGE �, Lu 2-16D(max.wall ht; 10') EACH STUD edge of the roof, include on each side off the roof peak, Threaded Rod with Nuts Strap with (6) -8d common nails DOOR CORNERS N.T.S. N v TOP AND BOTTOM PLATE TO STUD the 4-foot perimeter edge zone attachment requirements N Finger Tight plus 1/2 turn in each end. catch jack studs Lci In TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht;10'to 201 EACH STUD shall be used. OM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT WALL SHEATHING ATTACHMENT REQUIREMENTS -1/4" x 20 Gage Acetal Coil with a wrench and window or door Header. J F- BOTT Q trap with (6)-8d common nails Typical each side and ALL CUT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET 8-16D BASED ON TABLE A-3.11 OF THE 2001 EDITION i each end. catch jack studs windows and doors. a O OF END JOISTS,FACE NAILED IN LAPPED AREA nd window or door Header. TypCla) floor System -V LENGTH Q z Maximum Nail spacing for 8d common nails ypical each side and ALL 12" Min RAFTER-TO-STUD CONNECTOR 8� CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D iindows and doors, SACK STUDS TO HEADER TIE CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c. along each edge 3 - second gust Wind Speed @ 120 (MPH) TYPCIAL ELEVATION TYPICAL TIE DOWN AT SECOND FLOOR N.T.S. CLEAR BUILT UP CORNER STUDS 16d 24"ON CENTER WALL TO HEADER STRAPPING _ BUILT UP GIRDERS AND BEAMS, ** STRUCTURAL SHEATHING Spacing At panel At intermediate nts nts S 2-INCH LUMBER LAYERS isd LOCATION SEE NOTE A) edges edges iin field tk i t NOTE; 8d COMMON NAILS ARE f �� �.7 2-1/2" LONG **NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP INTERIOR ZONE 12"Q.C. 6" 12" *' Use 1 tr/4" Metal (a '` Coil Strap 20 Gage with cV AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH 16"o.c. 6" 12" 12 Min 't END AND AT EACH SPLICE (6) 8d common nails 4-FOOT EDGE ZONE 12"o.c. 6" 6" - in EACH END at r- 1s" o.c. s" s" 1-1/4 x 20 cgage G-185 EACH Stud. W �•- } Hot Dipped Galvanized Strap ,rte FLOOR FRAMING NOTE A; .--Nail to back of each stud („ thin within 4-feet of the corners,the 4 foot perimeter N I with (6)-8d ccommon nails WALL TO WALL STRAP !� W � JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST Wall sheathing 1/2 structural plywood at each stucd, wrap under sill edge zone attachment requirements shall be used. Panel, Attached to ' 10 ! " • " 1-114" gale. x 20 gage „ ; and nail to buck of each sill. coil strap with (5) 8d common �• ~ Q > M BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END Exterior sheathing shall be full height continuous from the bottom plate Frame in accordance '�••` Strap may b)e attached OVER •. ,. BLOCK SOLID nails in each end at each rafter. � _ � � M BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END to the upper top plate,with all panel edges over framing. with Table R301.2.1.2 alt • ';•; the plywoodl OR directly to c BETWEEN JOISTS UJ V o 3-16D EACH BLOCK shearwalls shall be in accordance with the full height sheathing Residential code of - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) r '..; Studs. m �/ requirements specified in the WCFM manual tables 3.17 A-E NYS LL LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST N iV r Wood shear walls shall be constructed of exterior grade wood structural panels ,�QUNDATION-SILL-STUD � r- � 3-8D EACH JOIST WINDOW UNIT ���RED�yA >. JOIST ON LEDGER TO BEAM(END NAILED) STRAPPING BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST FLOOR SHEATHING ATTACHMENT REQUIREMENTS Shall be attached with a minimum of Sd common nails spaced at a minimum of Applies to Garage Wall and5 st BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT 6-inches on center on panel edges and 12-inches on center in panel field. Slab on Grade Construction ; . '; rap sill and Nap under Wrap nder Niail to at each CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA back of Sill Floor Joist AILING REQUIREMENTS ARE BASED ON WALL SUBJECTTO DAMAGE FROM PLYWOO STORM PANEL NOTE; ALL STRAPPING SHALL 019010 NOTE 1, N SIMPSON H10 at SOF NE`N� SHEATHING NAILED 6"ON-CENTER AT PANEL EDGES. GROUND WIND SIESMIC FROST WINTER ICE SHIELD SHUTTE DETAIL BEAR MIN. 12"ON STUD OR SNOW SPEED DESIGN LINE DESIGN UNDERLAY MENT FLOOD RAFTER FACE TYPICAL each cantilevered CEILING SHEATHING ATTACHMENT REQUIREMENTS LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARD Refer to=neral Notes FOUNDATION-SILL-STIUD joist. Q FLOOR FRAMING STRAPPING SEVERE 31_�11 MODERATE 11 DEGREES YES NO for Panl STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING Gypsum wallboard- 112"thickness: 5d cooler nails spaced 7"on edge and 10"in field 20 LBS 120 B TO HEAVY fastenerquirements. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION AT CANTILEVER TYPICAL EXTERIOR WALLS SEE ALSO: Table R702.3.5 of the NYS Code for Min. thickness &nailing of Gypsum board. TABLE R301.2(1)Residential Code of NEW YORK STATE OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. FLOOR JOISTS TYPICAL ROOF CONSTRUCTION TYPICAL FOUNDATION TYPICAL DECK FOOTING Mechanical Systsms Class A Asphalt roof Shingles In accordance with chapter 4 of 12" round concrete poured ler p „ „ p p The Mechanical System shall be with six fasteners per shingle. Ice and Water Shield consisting of Ice 4Water Shield. New York State Code. on 18 x18 x12 Ipter footing installed in accordance with Chapters g Air entrained Concrete to virgin soil 4 cca- 12-24 of the Residential Code of New York 2-layers of underlayment cemented Underlayment conforming to ASTM D 226, Type 1 (Note: Double underly ment is required 8" Poured Concrete Wall on 16" x 8" Poured post, poet anchor-See details on Continuous Ridge Vent together or of a self-adhering y q Concrete wall footing, 2-2 x 6 AGQ drawing-1 for strapping and Maintain required separation polymer modified bitumen sheet, for Roof slopes between 2 on 12 and 4 on 12) Ridge beam shall extend from the eave's edge Framing As per plans with 1/2" exterior sill plates, Sill seal, Copper Termite Shield. uplift connections. Min 3611 distance from all heating producing g All foundation walls to extend Below Final Grade equipment to combustable material to a point at least 24 inches Inside grade plywood Sheathing, Nailing to the EXTERIOR wall line of the Buildin framing in accordance with the to virgin soil and be full height walls as per manufacturers specifications g• g or step footings 1V - 2H per code. TYPICAL DECK FOOTING and the N.Y.S. State Code. fastener schedule and uplift Strapping 12" round concrete poured 12 details on Drawing -1. TYP. DECK NAILER pier footings to virgin soil, All Mechanical Equipment and S Appliances havin an r nition 2x8 AGQ treated nailer. 4" Treated post anchor A pp g g 2x4's 6 ifo" oc 12 TYPICAL SOFFIT CONSTRUCTION. Copper flashing. -See details on drawing-1 source shall be elevated Collar Ties in the �S 8° overhangs-typical lag bolt to frame with �" x 4-1/2" for strapping and uplift a minimum of 18 inches above upper third of attics ace 6 Wood fascia t 6 Wood rake boards. " the floor. In accordance with pp p bolts At ifo on center staggered. connections. Min. 36 ATTiC Trim in aluminum or use "azek" or equal with 2-at each ends. Below Frenal Grade. Part V, Mechanical. solid trimSection M1301.3 Taco each Joist. All hangers and (1000000 0 11 0111)(IM lot Fully Vented Vinyl Soffits bolts must be HOT Dipped Lam- R-38 Galvanized or stainless steel TYPICAL ANCHOR BOLT Batt insulation TYPICAL EXTERIOR WALL 1/2" 0 30" on center- maximum. 2 x 4 Doug-Fir Wood Studs a 16" on center, embedment of with 3 x 3 square washer. O Double top Plate and Single Sole Plate. Hold 12" off corners and hold 4" to 12" off ---� -t' 15edroom 04 59droom 02 ■ Simpson HDU& Hold-downs Exterior Grade 1/2 Plywood Rated Sheathing p each end of each sill plate, Uplift strap smoke alarm smoke alarm Fastened per schedule on drawing-1, tyvec House Provide at corners of garage connections at all bearing walls. f See dwg-1 �► smok r Wrap or equal. Vinyl or Wood Siding, walls and doors and at Building CO ar corners- for details on DWG 1 ug uplift Strapping installed in accordance with WFCM 2001 manual and details on drawing-1. and strapping „n -- - - 46'-2" TYPICAL FLOOR CONSTRUCTION U_. R_30 Batt 3/4" Plywood Span Rated Subfloor, Typ, Deck Footing O Bridging ty ical insulation Glued and Nailed in '-O" 8'-O" 8'-O" accordance with the fastener schedule. 2x6 deck Joist � 16" oc install asp code LIVING Floor Joists and Bridging as per NYS Code. _ - - - -' , 2-2x6 treated girder TYPICAL �GITCI-� l�l 1, 1 - - — -;- ; DU8 ROOM TYPICAL FOUNDATION CONSTRUCTION = I II t II I -I I 'I I 11 _ HOLDOWN l O 8 3000 psi Air Entrained Poured concrete 2_6 x 1 _4 TYP. DECK NAILER 2 TL--- wall on 16" x 8" Poured Concrete Wall Footing. • .......... ---------------------------------------:------T---------------------6-----------_-------------------6--x-------------- -T--- - 17 -- - - Exterior- Dam roofin . 2- 2x6 treated Sill Plates, 1 --- D -------------------------------- d DQ ------------------ ........ --------------- _------------------------------ X 20" I o A -------------------------D - -- SiII Seal And Termite Shield. ® &" •° ® ,9p Anchor bolts per Foundation Plan p � � � _ woop and Uplift Strapping per WFGM 2001 manual o , ' " _ ; Provide S/8TYPE x' FOOTING " Batt and details on Drawing ; I I `� C o c M - c 3O Fire Rated Gs psum wall TYPICAL FOOTING '�VI i i V O W N Insulation 4;' _ p`, ; Board above the furnace I / COLUMN J +_ ,+ �- a INSULATION SCHEDULE ' - • � , -0 1 u- y ~-' rn +s +' a� C 1 1 as per New York _ LVL GIRDER Flat Gelling R-38 m m 3o x 3o x 2 i o o co ... 1 _ State Code, p I p I Thick, poured o •�;N N p' C C o Vaulted Gatlin ................................R-19 = 1 , 1 L X -� 1 Ix m Z o 1 1 BASEMENT `� `�, Concrete footingx = 1 � ca 2 •— aD � ; g•• O 4" Concrete Slab ON 0 p t 3-1/2"- Diameter i+l ,., s Q' Floor(unheated space).......................R-30 1 a / 1 V �.. = - 4" concrete slab p - u ' -4.' Floor(outafde air)...............................R-30 1 1 Sand-Csravel mixture base. I 0 steel column. ' _ 3 4; 1 1 urnac ' 4- 1 `o •{t,,, N 0 — - - — Exterior Wails 2x6 R-19 a _ Provide Bridging rn ( ai 8'_6" 12'-6" ` U ^ a 1 0 n at &'-0" on center D c0 c to N ._ Exterior Wails 2x4...............................R-13 ....... 1 " Maximum. ' 1 p 1 All Glazing...........................................0=.33 `a o . ca U c E O ca ' �-2x10 ; FL- � ci5c� c�aoQ SECTION - , - - - - - Doers-less than 50� glazing.. ............0=.40 u- 1 1 ■■ a s..s s■ ' ' ii , iI Doors-greater than 50% glazing.. U=.33 8'-2" 8'-2" I --- -- SCALE: 1/4 = 1 -O -- - --------- -- - - ------------------------------ -- 1 1 , 1 1 ' ' ' ' (3) 1-3/4"x11-1/8" LVL to ' 1 1— INTERIOR WALL FINISHCN --------------------------- INTERIOR 1 1 ° -r-- - --r-- - Provide 1/2" Gypsum Wall Board on cel Ings `^ (3) 1-i/4" i i-"1/&" LVL -------- and ------- Continuous Ridge Vent ------`--------------- ---- ------! . _ ' and wal Is except basement wal Is and unless � y__ ! 1 ' ' V Ridge board noted. Moisture Resistant Wall Board onBlock post o s 1 1 1 1 1 1 I d all walls in Bathrooms (humid areas) UP O ; ° ; ; - ''-- I above solid �� Calling an ; ; '�' ; - r 2x4 s a 16 oc I and cement board in wet areas. `o Collar Tres in the --- _ _ ____ __ _ �X " _ _ _� v ; � 1 , :� �j w m x4 Frame Around the u or third of attics ace Fire Rated wall Board located as per 1 a - +" - ___l N 6, a a o o . a _D _ a , o P- a --D a- o _ o 1 1 o O m m staircase From Floor u- ppI° code and drawings. ; ---- _ -------------I�I:OIr----...-------------- I 1 I o I p I to catling. Treated () — c� _ 1 2 -& ; °D L i' ,� L 1 shoe and sheet-Rock �X ; •� ; 1 ° 1 up 0 a 0 Q Inside Wall Minimum. R-13 dropto of concrete o ein all walls and R-19 on R-38 as required for Man - 1 1 ' <'a ' 4- ' ' 1 q ; ; N underside of staircase. Batt insulation door, see plan for size p = I I I to R-19 Batt cn ; Attach railings to Wall. ; Q , 1 1 1 O 1 I 1 1 O UNEXCAVATED _ "� S x Z Insulation 1 1 I� ct7 I I I •----------------------------------- - ---• O 4 poured concrete slab X ; ; CO I v ' a ; - - with 6x6 10/10 WWM, z I -------------------------------------- _ I 11j 4 1 1 1 1> •_ µ, 1 1 1 D 1 I I ' ' N Q Z R-19 matt 1 on compacted o - -------- ------- - `rLU insulaition o d o 1 LU `� .4 granular fill. Pitch slab LL cv ; ,a _"__-__°-_° ___ °--_°- ° QC a Q- Q � QL _ �droo 1 WALK-IN yr 1/4"/ft to garage doors. O " " j d U A O CLOSET 12 r ~ ; ; w I Typ• = co IL/ 1 1 cD moke alarm a' cp 0 eck O .- ""' �a 10 s I nailer M U) -13 att / /2" bd X dropto of concrete R P I gyp z 1 p 1 1 .----• .--1-• InsulationAT-riG air barrier as required for garage � ,� _ ; �,; _ 7 ' - - I U � O C4 � � door � �a � `----� 2-2x8 treated `- LL 1 1 deck girder Typ. Deck Footing F�- Ty blocking Solid Wood \1'y } 1 1 R-19 Batt ~ 1 1 r- an sealant Blocking w/ 1 b 1 1 1 � Insulation cont, sealant 'a ' LI.I �•- it >_ 1 1 1 1 • _ I around block 1 n 1 � 1 , � (� viz >�M -30 Batt :-- ------------------------- t W v vs. 27 Lo ROOMinsulation LVL GIRDER 1 v --- --a, f - -...-------4-----------------a---------- - > r- R _- --- -77 Q > M 2 _ CD -- - THYDPUBICAL GARAGE THYDPUBICAL m U C pN HOLDOWN HOLDOWN 11'-1" 14'-1" 0 `- R-30 Batt 2 � � Oy M 4" concrete slabJ 'Sr insulation P o. � �'iZ�tCC� SEE DWG-1 FOR CONCRETE FOUNDATiON STRAPPING DETAILSFOUNDATION PLAN 1BASEMN „ AND NAILING SCI-IEDS, a 1�,4MPPRO0I=iNG �i i �I °, °' SCALE: 1/4' = 1 -O orsoAo Q� p Damp-proof wall from top of footing ATF y© BECTION 5 Bottom of . ,• to the finished grade, using a SMOKE 4" concrete slab (� Ili ii Footing to bituminous coating, 3 Pounds per ® ALARM SCALE: 1/4 a 1 _O be 36" below —14% - Sgaure Yard of Acrylic Modified Cement, cIo ALARM Grade Minimum or any other Code approved Material. GARAGE LEFT 0. Simpson HDU5 TYf=. FIREBLOCKiNG Teco at each rafters with 14-Simpson Fireblocking shall be provided at all concealed vertical and 2-1/2" fill all nail holes SDS 1/44xFROM WALL OR horizontal draft openings, and to form fire barriers between wood screws � �TUP/SHOUJI=R stories, and between a top story and the roof space. Simpson BCS Post Fire blocking shall be provided in the following locations: Cap at each post to � Built Up Wood Header Threaded Rod with Nuts Header with 6-8d Block out with Plywood nails I flush with post, and Trim Finger Tight plus 1/2 turn I, In concealed spaces of stud walls and partitions, furred spaces I with 5/4 Pine or Aluminum, with a wrench MINIMUM TOILET CLEARANCE vertically and ceiling and floor levels and horzontally at SCALE: 1/4" = 1'-011 intervals not exceeding 10 feet. 1-1/4"x 20 gage Typcial floor system I Galvanized Strap in accordance with the 2. Interconnections between soffits, drop ceilings and cove ceilings, through column. nail to NYS Code 3. In concealed spaces between stair stringers at the top and top header and bottom bottom of the run. DECKING girder. Simpson HDU5 with (5)-8d common nails with 14-Simpson 4, At openings around vents, pipes and ducts at ceiling and floor TYPICAL SDS 1/411x2_1/211 level, with a building department approved material to resist FLOOR SYSTEM Porch Column or wood screws passage of flame. Post-see plans 4, Fireblocking around chimney and fireplaces in accordance with the ' NYS Residential building code. Teco each TYPICAL TIE DOWN NYS Fireblocking materials shall meet the requirements of UJ 2X DECK JOISTS-see Ian joist to girder w 2 x ACQ Treated Nailer Board BETWEEN IST 4 2ND FLOOR Code section 8602,8,1. �� W �„ the follwoin material is acceptable but not limited to: 2 nominal (one size larger than toast) Simpson BCS Post Cap g p � 1 Lag Bolted to framing with or Equal at each post solid wood, 3/411 particle board, 1/211 gypsum board, mineral wool, --1 1/2 diameter HOT DIPPED 11 batte or blankets. O galvanized bolts at 24" o.c. 4x4 POST staggered. Nail each Joist Z to Nailer with HOT DIPPED GALV. Joists Hangers Simpson Galvanized ` at each joist. I I post to Concrete TYPICAL STRAPPING FOR connector Model U A ABU or equal PORCH/DECK CONSTRUCTION 2 2 O DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO 2-2x6 W/ 1/2" PLYWD PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. 4ro1-2„ L O header hold window U_ 2 tight to header2 ■ SIMPSON HDU5 Wood deck with FLOOR TO FLOOR 10'44 O 46'-2" TIE ANCHORS WITH and steps to grade 14 SDS 1/4 x 2-1/2" (closed risers) Z 9'-8" 4'-10" 1D'-11 " 1'-g" 9;1-4 2'-11 WOOD SCREWS-SEE UJ DETAIL ON DWG -1 Framer to verlfy centerline of window (� AT IBUILDING CORNERS over sink with kitchen layout plan �J granite UJ provided by Owner or builder. �'— lav tops tamp glass TYPICAL. TYPICAL. 3046 3046 28310 AR31 30.46 V 3046 3046-2 30210 HDU5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -, _ HOLDOWN - I _ 2-2x12 .2-2x12 ---- x12. -011 -011 11'-8111 I �E-10�II $1 1ct° O ry ` " u I � � m N 1 0 0 - fan = o u -4 _ = m ° ° o c c .4 0 ® = fan (� f3agdrm 04 � ° u - 1 � `X i'�" .Q I 0 l=cuat eQUA� .o � .o �, a I - ® evoke alarm - I FAMILY � DINING a� � KITCHEN � N o � :y � o. Qa onucu0 C 1 _ MASTER 13DRM Q1 m _ I i m r m a Z C c s 1 _ p ROOM = ® r C 15 �l smoke alarm �a -' 1 II I o I ROOM D ° ° vault clg to u = 4-' ° � � tm � ll I u Gas pre-fab p L 1 51-0" 0 0 U = ° :E �•° � c a 4- I-oil Z I 10 -O x X I []O fireplace insert i 0 p I 0 0 c a�= v ���,, 'c X (� '� door awing i �� �tl N N 1 II u-— : •� L 8 � ° Q 1 N N clear of _ 2 -4 l ° raise hearth 12" 0 ,, N _ ' cl is ; a� rcg a U c •E o c°o — — -2x12 Ridge - — _ — _ well _ _ SMCKE _ ----• ? direct vent - I 3'-11" 3'-3 _ 5 -8 0 , o n, a c O I 1 I ALARM S Q &J = I - I 4'-D x 3 0 N ALARM 1 't 1 = ----�x�0 Rid e J * S'-O'I N I _ �' `�` 2'-0 21-611 2-2x10 11 ; _0 1 10'-O" plate height _ — _ _ _ — _ — _ � _ _ q _ - - - - 0 I Rafter bearing wall �p I 2'-6' - 1 = S' m a ON drop Q pantry .0 9 _ — 2-2x8 i I ``� f® - -- I N (3) 3-1/2" x 14" LVL 1 flush k Ja 0 I I N 121-411 ?�, 1 J Bedrm s 1 C`' , 11 I _211 s'-r' POST _ 5� I 6-011 POST m 2 4 _ LVL I , '•n LVL I smoke alarm I m 1 14 -1111 I 5'-2" dcaor awing Vault Glg I _ - - cltear of O 2 -4" = V cltoaet door I t0 101-O" - _i I LIVING 0 0 1 1 1 n 0 0 D W _m Bedrm +�2 0 0 l _ ROOM :U ' �' I - o _0 2-2x8 _ _ I smoke alarm � - 0� ' a��� r'; I ' pad a 1 WALK-IN 1 i O - - - - I NpTi:: 'I'-O" ` O R O Q 0 ' CLOSET �� N ' I hsadrm -a I \n 1 = -- - ;----� ----- I I L N T' 8' CI Ht r I 1 clearance (�[ �� 2 X Rafters 16 O 1 I tD o V 1 cv `NI 0 = cv I Ig req',::l at x6 C I Jets 'm l6 , I 1 atarr riser. U V g „ I i o ; 44 Hour, fire rate t,.i �y UP x8 Rafters 16" oc 1 CLOS - X �p 2x4 C.T. 0 16 oc -f I L 0 - 1 � I 0 II 1 II N x x I 1 II I 0 I 0 door �eeembly with `,' `" N -4 , 2x6 CIG Jets 'S 1 oc 1 iv 10 -10 10 -1 _ self-closure, w/s and -1/2"Ix 11-'1/8" LVL Fl sin I O N z TYPICAL 12x4 G.T. a 16 c I l 2-2x10 3 2 I I HDU5 `� ( O insulat d. I i -_�_ - - - _ - - - x S-1/2 LVL _! ,t L 1 1 6'-0" wide - - - - - -}- - - - � HOEDOWN N I I `�' � 5-1/2" x i 18" LVL � _ - � 1 = � 1 - - - - - - - - - - - - - - 11 •Q 3046-2 U (X Arch top O 1 3046-2 - -- - - - - - - - - - � Cn N d Q knee fix windowX knee 1 "- 3046-2 Ln SIMPSON HDU5 I POST 1 wall �,, wall Arch to - I 1 LVL " Structural 10" Diameter t t I p FEOOR TO FLOOR O 20 -3 Round tapered composite ? yp 9p fix window TIE ANCHORS WITH mulled 14 SDS 1/4 x 2-1/2" `-Q I CxRACxE ``i columns WOOD SCREWS-SEE rovide 5/8" Fire Rated Gx psum = � N wallboard on walls and ceiling of \ _ ti DETAIL ON DWG -1 O 0 garage p ` Frame Roof with .� ars a as per code sections AT BUILDING CORNERS , TYPICAL, I R'102.1 and 805.1, Were garage _ 2x6 RR a 24"oc W 0 cy abuts dwelling-use 5/8 fire rated „ 2x4 CJ 0 24 oc 1 I 511 I ; wallboard on garage aide and PCJRGH U cA Z '6" fire rated wallboard on oppos to 2X8 ridge bm Q i ---- -------------- re! er to L r- 1 side ill accordance with code V 1 LO eection R'102.3 Insulate walla Dr^awin -1 N 1 1 mmon with heated areae. etrrapiofng C M L - - - - - - - - - - - - - - - - - w details W 00 3042 3042 r ��. 0 ���// Z .�-� N Q LL T- Q � � Cn 5'-6" 10'-0" 51-6" `1'-1" 3'-11-411 ��5 J ti 3'-4" 8'-3" 3'-4" 13'-2" �'-5" 5'-4" 5'-4" 5'-4" �E ED qqC 11 le a U 14 -11 20'--T" 10 -8 � Smoke Detector and 21'-O" 11'-O�411 14'-1V4" 'I 'I " Carbon Monoxide Detector r� 461-2'� Refer to general notes x'21 461-211' and * 22, FINISH FLOOR NOTE: 2ND FLOOR PLAN ALL 2ND FLOOR (except baths) NAME AREA 2 / NAME AREA WINDOWS, EXTERIOR FRENCH 4 SLIDING DRS 2 �FOF9©� �0¢� tl , ti shall have Oak Flooring Gross Floor Area 1280 s ft. Gross Floor 1081 sq ft. IST FLOOR PLAN SCALE: 1/�' = _Q stained "ROSEWOOD" inludtng q These Plans indicate ANDERSEN series 200 8' CEILING HT bained s, closets, halls Narrolines Model Numbers. Provide LOW-E glass Garage/13asem't stair 434 sq ft. SCALE: 1/4" = V-�0ti GARAGE LEFT Ridge Vent Ridge Vent ------ ASPHALT SHINGLES Ridge Vent 12 �8 Gutters 4 Leaders as Req'd Typical lu Z - - - - - - - - LLT Ir . Z3 12 _ - - - - - - - - _ - Vinyl Siding - - - - - - - Vinyl Siding wwnn LL Ol I LL-L T1 I _ O lu U O E IL If A LM LM Concrete Pad I II Wood steps and landing N �c rnLc `E REAR ELEVATION c o c wRIGHT ELEVATiON �� -011 to rade. handrai1 and O ° ' Guardrail to code -OSCALE: 1 /4 1 SGA : 1/4" 0Ca oyc ° mc� c I I I I ccs ° 2C.' & D cn .Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'I _ '� o :c "- rnU 2 'Z ° U ° O i N N D .0 .G C scm c � ° m m 0 Cr Ridge Vent Ridge Vent Ridge Vent —ASPHALT SHINGLES Note: 12" rake 12 Line of 12 on this gable Gig ♦ ♦ utters 4 Leaders _ - ♦ ; ♦ as Req'd Typical p `~ z N � w � 2 � -� Q'uL Q N V/ N Wood steps and landing W to grade. handrail and V cn Z Guardrail to code Low 'Q N �j Wall �- au LO _ - ~ C > M _ �, � - _ �• � _ � t _ art _ � - - - - � _ � � , Fig - - - � _ � N O M ' FINISHED GRADE ' ' ' ' I I I FINISHED RADE Lo to I I I I I I I = I I I FRONT ELEVATIONI I I I 4 � J .EFT ELEVATION SCALE: 1/4" 1 -0 1 1 AN V SCALE: 1/4" = 1'-O'1 ( I I I I I I C' - - -- - - I' - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ] - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � orso�o SOF NEW GARAGE LEFT Sealant or Double Frame Attic Adhesive solid blocking 3 Layers 1 1/2" access opening Exterior ealant or sea eid insaroulation t Rigid insulation Sheathing nd glued together 2X ceiling joiss four edges and la on plywood see plan w/ Baseplate y p R-38 Batt Insul. Sealed to attic hatch Full Thick Insulation floor Fill intire Cavit to Sealant subfloor 1" min Rigid Sealant Insulation. Air Sealed at perimeter Casingfinish w/ soffit material 1x2 Stop 112 Gyp. Wall Board 1/2" plywood attic hatch ATTIC HATCH DETAIL (see plan for size) NTS DRAFTSTOP DETAIL B., (LEVE RS � D CANTILEVERED R NTS hinp rofile R-50 Craver Box pushes .�"' Fireplace enclosure structural sheathing up and out of the insulated to top Cover box pushes up way for access of second floor Sheet Metal Firestop and out of the way ceiling line Seal joint with for access Insulation dams Non-combustible prevent loose-fill support insulation from blocking sealant Air Seal falling through O g 1/4" structural sheathing 9 Gasket ccess • as enclosure liner sealed Sealant or at perimeter and seams. --� adhesive —1 Pre-Fab Fireplace attic access hatch insulate and air seal an attic access hatch. Refer b manufacturers Air seal the trim—The first step is air sealing the finish trim and enclosure around the attic U O specs for installation Weatherstripping real stairs hatch. Carefully pull down the finish trim using finish nails and not ring-shank nails. Panel frame gap Set aside the trim and, using caulk for smaller gaps (less than 1/4")or foam sealant for {--- }— �. manual larger ones, seal the gap between the attic hatch framing and the rough cut drywall. w1th caulk Pull-down orr foam Apply a bead of caulk on the inside and outside edges of the trim, and then reattach it. Typical foundation & framing Air seal the hatch perimeter—The plywood hatch rests on a small wood strip lip. See architectural plans staircase The standard air sealing recommendation is to install a compression bulb weatherstrip. This can also be beefed up to a sealing gasket like the one on your refrigerator door. -6 PULL-DOWN STAIRCASE Insulate the hatch—Cut foam board to 1/2"less than the size of the hatch on each side. E AIR SEAL DETAIL 0 PREFAP FIREPLACE AC INSULATION AND WEATHERSTRIIPPING Foil-faced polyisois the greenest and best-performing of the rigid foam options. o � Cn c ,t This detail is for weatherstripping and draft sealing, NTS Apply a bead of foam-compatible glue to it and attach it to the plywood hatch. ( o m a It is not to be used as a guide for fireplace installation. DETAIL NTS Wash, rinse and repeat until you have added at least 4 inches of foam (but preferably Refer to Manufacturer for Installation manual. S inches+ of foam).Fasteners—Add a handle and several hook-and-eye fasteners a situated so that when the hatch is forcefully pulled down, it tightly compresses the gasket. 0 � U rc0 ,oma � 'iv 0 a c Q CONTINUOUS BEAD OF SEALANT V S tt3 W thin profile structural Tub CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD OF ADHESIVE rn O _ .Q C � ,;gt� � cE0cc sheathing as draftstop Typ. Ext. Wll CONTINUOUS BEAD CONTINUOUS BEAD ROOF JL 4' VTR N a— S M O Cr behind tub aOF SEALANTOF SEALANT Continuous Bead SUBFLOOR GLUED,CAULKED OR GASKETED of Sealant or TO RIM JOIST/RIM CLOSURE 2" 2„ adhesive Continuous Bead C� of Sealant or CONTINUOUS BEAD RIM JOIST/RIM CLOSURE CAULKED adhesive OF SEALANT OR GASKETED TO SILL PLATE Adhesive II I I/2" I1/2 11 I1/2" 1 I/2" 11/2" I I/2" Enicz CONTINUOUS BEAD 1 1/2 OF SEALANT SILL PLATE INSTALLED Sealant INTERIOR GYPSUM WALL BDI OVER GASKER SILL WASHER AS AIR BARRIER 2" 2" 2" DRAFTSTOP & SEALANT AT 2 NO FL. EXTERIOR WALL OF BATHTUB AIR BARRIER AT ALL BAN JOISTS AIR BARRIER AT FOUNDATION TO BAND JOISTS 31� NTS NTS NTS 2'1 3„ 311 f1i 2" 21 1 311 3" LU 2" DW 2 311 OMN� �Z if If 11 " QW—Qr > mZ 11/2 3 11/2 11/2 W" ��2 or Q � Lr- 1ST FL In addition to demonstrating compliance with one of the standards set forth Air Sealing Checklist . in Subsection B above,the subject dwelling must comply with the following additional requirements: Heat Recovery Ventilator (HIRV)for comprehensive Mechanical Ventilation, Z (1) Include a total of 500 kilowatt hours of electricity savings per dwelling unit as defined by the Program; and superior indoor air quality, amd moisture control. >0 z (2) Include an automatically controlled mechanical ventilation system as required by the Program; and 311 During 3" (3) Comply with the Combustion Safety Testing Standards and Procedures for New York ENERGY STAR 9 framin 9 CONNECT TO APPROVED Labeled Homes standards, as tested by an analyst certified by the Building Performance Institute, or Use sill seal between foundattion and mud-sill; caulk framing to concrete where SANITARY DISPOSAL SYSTEM Co equivalent trained analyst approved by the Long Island Power Authority prior to issuance of certificate of occupancy. N sill seal is not tight to both thte concrete and the stud wall (such as a step co co 411 up in the foundation wall.) SEeal rim-band to mud sill with caulk or minimally expanding foam. on CommencingApril 1, 2007, prior to the issuance of a building permit for any new Seal all plumbing and electriccal penetrations in rim bands with minimally expanding foam p subject dwelling a New York State (NYS) licensed architect or engineer shall certify or fire-rated caulk. 4" C.I.H.T. a, compliance with ENERGY STAR requirements by one of the following methods: Seal rim-bands to subfloor amd subfloor to bottom plate with caulk or minimally expanding foam. 1 The laps submitted shall demonstrate compliance with: Foam rough openings for wimdows and doors. A small bead of minimally-expanding foam will fill Q N z ( ) p the a without distorting then frame. Use rigid draftsto over soffits and behind soffit (a) The thermal envelope requirements (R-values and U-values only); gap 9 9 p L requirements; and footprint on outside wall. PLUMBING RISER DIAGRAM b The electrical savingsand ventilationq , r � ( ) Walls balloon framed into thea attic require sealed draftstop at ceiling plane. C � M (c) The equipment efficiency requirements of the Long IslandIX I Power Authority Builder Tongue and groove ceilings rrequire sealed rigid air barrier NTS W = � During d allin 00 Option Package prescriptive standards. No third-party verification g g: �„� CD r this method; or m � �N or field testing shall be required undo (2) A Home Energy(HERS) Rating shall be submitted,which Seal bottom of drywall to subfloor. 0LL = 'M T— demonstrates compliance with all requirements of the Program as Foam or caulk electric boxes to drywall. � ��g Install rigid air barrier(sheetrmetal, plywood, drywall or other) � described above, including all verification and field testing. g ED ARr^ � Lo behind tub and fireplace enctlosures. �¢ rc�� HSG �' U Commencing on January 1, 2010, prior to the issuance of a building permit for any new Before attic insulation: dwelling for which a building permit has been previously issued and for which Foam all penetrations in the i drywall including: electric boxes, smoke alarms, construction has not progressed beyond the foundation, a NYS licensed architect bath fans, duct boots, and remessed lights. For recessed lights use fixtures or engineer shall certify that the subject dwelling will comply with the envelope that comply with the Energy ISat air leakage standard. and duct leakage requirements of the Program. Prior to issuance of certificate of Cover service chases with slheetmetal, rigid foam insulation, drywall or plywood. TF 019 ID ypQ� occupancy the subject dwelling shall be tested for combustion safety by an analyst Use foam or caulk to join everything into an airtight lid on the chase. OF N certified by the Building Performance Institute, or equivalent trained analyst approved Seal holes in top plates (such as those for wires or plumbing vents). by the Long Island Power Authority.Any subject dwelling that satisfied the Program Foam top plates to ceiling sheetrock. requirements by using the Home Energy Rating (HERS)performance verification Seal the attic hatch with caulk on inside and outside of trim, or with method shall also be tested for combustion safety. gasket on backside of trim.