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HomeMy WebLinkAbout42870-Z fMir CoG� Town of Southold 3/8/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40255 Date: 3/8/2019 THIS CERTIFIES that the building BARN Location of Property: 825 Leslie Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.4-19.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/27/2018 pursuant to which Building Permit No. 42870 dated 7/18/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and alterations to an existing accessory building(barn/garage) as applied for. The certificate is issued to Disapio, Charles of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42870 2/20/2019 PLUMBERS CERTIFICATION DATED Au ed Signature �gu Fot,rTOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL'COMPLETION OF THE WORK AUTHORIZED) Permit#: 42870 Date: 7/18/2018 Permission is hereby granted to: Disapio, Charles 130 Pointe Mecox Ln Bridgehampton, NY 11932 To: make additions and alterations to an existing accessory building (barn/garage) as applied for. At premises located at: 825 Leslie Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 97.4-19.1 Pursuant to application dated 6/27/2018 and approved by the Building Inspector. To expire on 7/18/2019. Fees: ALTERATION OF ACCESSORY BUILDINGS $689.60 -ACCESSORY BUILDING $50.00 Total: $739.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. G New Construction: Old or Pre-existing Building: '� (check one) Location of Property: 2� �G�� Ql�)I CO-C40 cuc �9j House No. Street Hamlet n Owner or Owners of Property: Cb % S�'�( o ^I Suffolk County Tax Map No 1000, Section 9 Block DLot L—Subdivision Filed Map. Lot: Permit No. q��O Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 11 X ApplicarT Signature pV SO(�j�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ®C Southold,NY 11971-0959 ,c® ® �® roper.rich ert(cD-town.so Litho Id.ny.us COWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Charles Disapio Address: 825 Leslie Rd City: Cutchogue St: New York Zip- 11935 Building Permit#. 42870 Section: 97 Block- 4 Lot. 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sun Electrical License No: 50489-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment. "ACCESSORY BUILDING" Notes, 3-combination GFCI/ARC fault circuit breakers, 1-ARC fault circuit breaker Inspector Signature: Z�t Date: February 20 2019 81-Cert Electrical Compliance Form.xls Y SO�TyO # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm a�` 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] 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: DATEINSPECTOR t v� aoF sour # TOWN OF SOUTHOLD BUILDING DEPT. `ycomm" 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: 6 ) �"M-)A&"" 1'�>,, AQJW, Veh L94" A*lnuo-." d .Picoo— is IDKVI" DATE INSPECTOR s SO�lyolo # TOWN OF SOUTHOLD BUILDING DEPT. `CIO 765-1802 INSPECTIONAR,. 6 , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) s% ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �Z- INSPECTORY �� 7 BOE SOUIy # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINALS lam " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS .® )-d -%WIL9 FOUNDATION (1ST) ® H ------------------------------------ 'FOUNDATION (2ND) cn O ROUGH FRAMING& PLUMBING °� o y a INSULATION PER N,Y: y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS s C all O T Z �rn Y O d b H TOWN OF-SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20D IEQq�u'v[E Single&Separate L"C V Truss Identification Form Storm-Water Assessment Form r . JUN 2 7 201 Contact: Approved 20 �� -lbiai9-td; S 'D k5AF 10 Disapproved a/ BUILDIIG D1+1P' � p T0JVN OC1'MH ® Phone(p:JA'311 8 0 (12 Expiration 20 11�K Insp ctor APPLICATION FOR BUILD PERMIT Date ,20 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 Ior has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) U-) CJYCQAc(oue Pl (Mailing address of applicant) l I q 3 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises <f�A06Z JES G- . �1 C_--2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichroposed work will be done: SZ1::> � CblG C,01'Ck�060 C_e House Number Street Hamlet County Tax Map No. 1000 SectionoV+ Block 0`or Lot Subdivision". Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancyR- P� JS-coQ,sycpEd�M �� 3. Nature of work(check which applicable):New Building ✓' Addition Alteration Repair Removal Demolition Other Work • (Description) 4. Estimated Cost Z S�QOG 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 2 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 structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front `Z21 Rear 22' Depth Co�' Height -&C)—''l � Number of Stories I- 9. Size of lot: Front Rear Depth 10. Date of Purchase kfCJSY 201 g"2' Name of Former Owner C 11. Zone or use district in which premises are situated ReG k k L� 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO V-" 13. Will lot be re-graded?YES NO f Will excess fill be removed from premises?YES ✓"NO 14. Names of Owner of premisesC*\7� t4WIOAddresstZS UE5L1e V2P Phone No. Name of Architect Address 40'CCk1 c fpm P`1 Phone No Name of Contractor Address [Vi 7--.?1��- Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY��EQUIRED. 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 k,-' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF��L-1L, <5"Cps U G .It>�5AQk being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the rpU--��JEQ— (9F Fr% 2C (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' a-4 °` day of 20 18 XANNE PEPEZ to Public,State of New Y Notary Public No. 01 PE6128651 Signature of Applicant UQualifieO,iri Suffolk County Commies br 5:raires June 13, 1 Scott A. Russell ,��°Su "� STOR IMMAX]EIK SUPERVISOR AMLANAGIENOENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '.�tf'O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑dB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ,i ❑[dC. Site preparation on slopes which exceed 10 feet vertical rise to ; 100 feet of horizontal distance. ❑ - D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ElE.. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square ! feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date �t /` /�e�j DI$tnct Q� NAME: �`i'�OR��j C t t AS(I`� I 0 __ t� / . CIDA S 64 � Section Block Lot (s' 'wd -�.J """' I-OR BUILDING DEPART TENT USE 011\1'17 #` Contact Information " a 2 x b/ Mkphw,Nu baa Reviewed By: :f,6 ULn� — — — — — — — — — — — — — — — — — — Date: ^p2�— Property Address/ Location of Construction Work: - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - E^ 5�� c,1 e Approved for processing Building Permit. 9 ��L �LnStormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required- (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 � tot F91—EVE ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Val To Hall Annex - 54375 Main Road - PO Box 1179 o FEB 1 9 2019 Southold, New York 11971-0959 Telephone;(631) 765-1802 - FAX (631) 765-9502 ', rog TOWN OF SOUT0yLer.richert town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � � � 5 � PIO Date: Z 19 1 Company Name: 0 M Name: P U A License No.: S(5��� —�4 email: ON /�1r.2iC�ttCd��UTRAC' /3 .lion Address: Ll FRIG . /�1� 0/v SYS fJ� !( 4( . Phone No.: 21 ) ,JOB SITE INFORMATION: (All Information Required) T Name: VkP-1`p_ UG Address: (32 scat C Cz2 • �C CAA Co�-n Q5 Cross Street: Phone No.: Bldg.Permit#: ` 2?j email; `rr, Tax Map District: 1000 Section: 9-7- Block: o 4 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE 1 NO Rough In Final Do you need a Temp Certificate?: YES 1 NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals � I ��0��,11EFOl��OGy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold,NY 11971-0959 �y�• �o� Telephone (63 765-1802-FAX(631),.765-9502 1 ix` Temporary Certificate # Date Za 2019 Fe-mail r Name f 'fj Electrician Name p Lf,� .g�a��L� G1.I Phone d L�/� e-mail 414 f�tls���e-14 License# L Size _V,b A Phase Overhead _Underground #of Meters Remarks lJ� #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect - Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid t e date above. Authorized by �=� I I � -- NJ - [ FLOW � U �J ✓ J ✓ 111r� = Wit_ 1! t SLOPE r //// � :A.'__ '• • ;A0 FACE �j r _ _ _ _ iii �D BEDOING DETAIL PERSPECTIVE VIR'! _ `{�.:�'j�,.<< _ 11. I LL ANGLE FIRST STAKE TOY(ARO O:� ® O ,-.• •—• r a.EAOt LY LAIo BALE- FLOW ALEFLOW a� ` l.-•r --.--. `l=� - _-- �vEN vHftE lEw E 0`t'��j Pi AN /o Q, HAY BALES EYaeo rciEa cLOM z rLACE 0UO fUCEO ON CO t7R NN C MO G WNO R o A — - f - 2 REARS:z7EEl riCKET2 OR U Z o 2-STAKES ix b r W,GROUHO —TE Lti I DR(VE STAKES FLUSH WTnI TOf Of cHAY BALES. —CAA-CT rr/ (L_ ANCHORING 7 — DETAIL � K SECTION DE FAIL • � ^^ - - STRAW BALE DIKE DETAILS - DE-VN �-C OP SILT FEtICE DETAILS EASEMENT AREA TEMPORARY CONSTRUCTION ENTRANCE - `-�...'_'-;._ T4 er s.ac.-m Lam:..,r.•.+. S `Sr _"'-. 1 _ ST,4MRDPRE gCONCRETEGTCNG,4SIN `^ O 700/7,,5- /O,ENT!q/G 8rS 146.36 2g" "52 E o, 4s xTZT ro w ra,n Bo+I) 5 Oto' S lil O Q co p V- CC- Y B tin QD 0 c!� N +�' PROP. LINE 0 f A ALES P^no N Ln G W L� LTJ Q � 17 Of CLEARI \ 420 co SZi LIM S u7iW ( Q Lu �-� Z5 O J _ N E- s I(u- n I U O CV - Q(v I PR 710 G DIY cc)--- PA m O QI (FLU-1-0 7 75 G�OI TgANGE F� I,v� sem_HTS Qzjco TYPiCal Section( UachiD�Pool • a�RN - n vo PROP- s r-D CopCRETE CRAY£L DRIVEWAY vT v Q N s7 A AREA PROPOSED RAIN RUNOFF CONTAINMENT EXISTING BARN 8 SHED - 1029 SOFT. 2� v cd Q j 1 -LINE OF HALES BALES U, � PROPOSED 2 STY BARN ADDIT. 1474 SOFT. �� PROP � CJ7 O F , o TOTAL - 2503 SO. FT. v h \ E s 'o O s 12' KIDE EASEMENT - O" E-- 2503 >- 2503 "- I x 0.117 - 425.5 CU.FT. AREA=3T. ,300 SQ. Fg U = 425.5/42.2 = 10.1 VF lu 3 -� t5 PROVIDE 2 DWS 8' 0 x 5' DEEP Q W �, sli-rlo-r CSO ry �N DIRT DRIVEWAY 1.78- S. -c •.'-t CD FENCE � N1727']0"W � H � to Jh i ri'o DIRT DRIVEWAY 275.3 ' N tom'') N 1 I o t7 o Q c- _ �•� o I h � tr) � ( N/O/F MEKLENBURG, GRZEGORCZYK, BLASKO, M N 6 20'p0. i ry & SCOTT SCJ!c��Op KO����E E ��r //5 65, �j �i ? E ES /vo. -9/92 o w BA Y AVE o�oy f (SKUNK LA.) 1nos 3o w r � p 7 GENERAL NOTES: 7, mQ 7- TIMBER SPECIFICATIONS Fb = 750 PSI Q . 110 HORIZ SHEAR = 80 PSI Hat'vest Moon M P E R F R A M E FC 550 PSI T I COMPRESSION PARALLEL TO GRAIN = 550 PSI MODULUS OF ELASTICITY = 900,000 PSI 198 EAST STREET GROUND SNOW LD = 20 PSF MORRIS, CT o6763 ' A 2nd FLOOR = 40 PSF WIND SPEED = 130 MPH ................ CONCRETE Fc = 3000 PSI W/5% AIR ENTRAINMENT @ FOOTINGS AND FDTN ENGINEERSRICHARDSON STRUCTURAL WALLS, NOT AT SLAB 1080 MAIN STREET SOUTH WOODBURY, `1 CT 06798 203 263 4262 TRANSMITTAL: DESIGNED & REVIEWED FOR STRUCTURE ONLY 4/29/18 ,TO JIM FOR REVIEW & CUSTOMER APPROVAL 5/1118 TO JIM FOR REVIEW & CUSTOMER APPROVAL CUTCHOGUE BARN 5/9/18 825 LESLIE RD TO JIM APP ROVALFOR REVIEW & CUSTOMER CUTCHOGUE, NY DATE.: —7c t-- 5/21/18 11935 E. FE TO JIM FOR REVIEW & CUSTOMER j —E -"V!:t,,1T AT APPROVAL 76;5-1800- 8 AM 70 !)M, FOR TH,--- 5/24/18 FOL TO JIM FOR REVIEW & CUSTOMER 1. FGIJND'AT�2" - T\Avk) RE01ul!FED FOR' PO L)R E D CV Fi E T E APPROVAL NOTES: 11 2. ROU011,11 - FRAMI!',�G & 5/29/18 THIS DRAWING OR THE 3 UNDERLYING DESIGN CANNOT 1. INSULATIQi\! TO JIM FOR REVIEW & CUSTOMER 4. RIIAL - CCA�,i71F1JC;T1U11 tve,,1-1ST BE COPIED OR USED TO BE CO"r,LLTI FDR Ci-O. APPROVAL BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR ALL CONs-rrR1,,!CT0N SI'.-'"'.!.!_ MEET THE 6/7/18 REQUIRC-MMTS STRUCTURE,REGARDLESS OF N 0 � 1. t .1, F THE CO ) 0 OF N 211 TO ENGINEERING FOR REVIEW, COPY JIM. CONSTRUCTION METHOD, YORK STATE. NOT RE,'SPON'SIELE- FOR 6/19/18 WITHOUT WRITTEN DESI(,-N OR CGINSTRUCTION ERROR& PERMISSION FROM HARVEST TO ENGINEERING FOR REVIEW, COPY JIM. MOON TIMBER FRAME. COMPLY WITH ALL CODES OF COPYRIGHT 2018 NEW YORK STATE&TOWN CODES AS REQUIRED AND=,I%- IF SHEET INDEX REVISIONS: WINDOW/ DOOR SCHEDULE CUTCHOGUE BARN 5/08 1: COVER 5/9/18 WI NDOWS 2: ELEVATIONS 5/2o/i8 3-. ELEVATIONS 5/24/18 6�7� /18 MARK =E 'TYPE NOTE VENDOR QUANTITY 4: 1st FLOOR PLANOCCUPANCY O5: 2ND FLOOR PLAN 18 , USE IS UNLAWFUL A 3SX36 FIXED SASH VWOSCREEN STRAFFORD 6 6- FOUNDATION PLAN 6jig/i8 WITHOUT C[r)TIFICATE 5 3SX36 HOPPER WI STRAFFORD 5 Ill 1-11 7: 2ND FLOOR FRAMING PNI C 24 X72 TRANSOM WO SCREEN STRAFFORD 2 DRAIVN BY U11 , " .� 8: ROOF FRAMING ccuPAN D 48X 60 FIXED SASH VWO SCREE PGP OF 0 N STRAFFORD I 9. FRAME SECTIONS All exterWight'ng DOORS instal 10: FRAME SECTIONS led ,replaced or 11: FRAME SECTIONS repaired shall conform MARK to chapter 172 SIZE TYPE NOTE VIENDOR 12: DETAILS ISSUE of the Town code 13: DETAILS 4/29/18 E VW X 5' 0"H DOUBLE SIDING HAY DOORS HWOON 1 RETAIN STORM WATER RUNOFF F 10`WXL.2LH SLIDING BARN DR, GARAGE DR W/WI NDOW A HWOON 2 PURSUANT TO CHAPTER 236 G 42X80 SINGLE HUNG DR. LHR HWOON I /4�ALE: OF THE TOWN CODE- H 76"XT SLIDING BARN DR. VW WINDOW A HWOON I VpF N 1-0 It I I(YX 8' 9"'H , SLIDING BARN DR. W TRANSOM WINDOW C HIMOON 2 RICH C-D 5'X 61 8"H SLIDING BARN DR. vwO WINDOW H,MOON 3 0\ (ORAS NOTED) D' w.,BUSS PLACARD COVER NOTES : I -r, 083 ALL WINDOW HEADER HEIGHTS TO BE TAFF(EXCEPT WINDOWD). rl- r ALL ROUGH OPENING DIMENSIONS ARE+ 1/2" ALL WINDOWS TO ALIGN. REFER TO H.MOON DRAWINGS 04 ,05 FOR LOCATIONS Hati7est Moon =77Z= _ I .. 198 EAST STREET MORRIS, CT ILI t ; z " RICHARDSON STRUCTURAL J —T fr ENGINEERS 1080 MAIN STREET 13 I 3 a SOUTH WOODBURY, CT 06798 Y ; . i 203 263 4262 g d I DESIGNED & REVIEWED 1 f i I c FOR STRUCTURE ONLY ! A 3 i y p } F { ? CUTCHOGUE BARN F 825 LESLIE RD CUTCHOGUE, NY 11935 FRONT ELEVATION NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT WRITTEN PERMISSION FROM HARVEST MOON TIMBER FRAME. _. _. COPYRIGHT 2018 -� REVISIONS 5/1/18 5/9/18 5/2o/18 5/24/18 5/29/18 6/7/18 Vi F •,4 6 E a i � ` ..,,; Y x t P # {�, I � j -,�� r a. 5, t F�' y" # i y j ' t, �,, (t a, , DRAWN B`' 1 PGP A. 71 FIZ a ISSUE 4/29/18 '`s A�A � '¢ { t SCALE. 1/4 -1 -0 j (OR AS NOTED) P - NE14 CID s r 4 �Fr a RI :� . . G HT ELEVATION 02 _77TI 777=7=7 Haiwest Moon -7-t- 198 EAST STREET MORRIS, CT o6763 J 4 RICHARD SON STRUCTURAL ENGINEERS 1080 MAIN STREET j SOUTH WOODBURY, CT 06798 203 263 4262 DESIGNED& REVIEWED FOR STRUCTURE ONLY CUTCHOGUE BARN j C 825 LESLIE RDUTCHOGUE, NY :11935 REAR ELEVATION NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT WRITTEN PERMISSION FROM HARVEST MOON TIMBER FRAME. COPYRIGHT 2018 REVISIONS: 5/9/1-8 5/20/18 5/24/1-8 f 6/7/18 6/ig/it8 DRAWN BY PGP J -7777777'�-"r"7�,-7 ' A ISSUE /29/18 4 'A B� � A SCALE: 1/4 11=11-0 if (OR AS NOTED) i OF NEpL V C. 0 LEFT ELEVATION ELEVATIONS W Q e\�FUA- ;�S '�P i' 03 0 0 Haiirost Aloon I TIMBI` E4 PIt ,1M1' 67'-0" 46'-4" 198 EAST STREET MORRIS, CT o6763 8'-4" 7'-9" 8'-0" 7'-8" 4'-8" 9'-8" 10'-6" 10'-6" RICHARDSON STRUCTURAL ENGINEERS 1080 MAIN STREET F"I SOUTH WOODBURY, CT 06798 Li 203 263 4262 A Jq DESIGNED & REVIEWED Li I CENTER ALL WINDOWS & DOORS FOR STRUCTURE ONLY F IBETWEEN POSTS ❑ I ' © CUTCHOGUE BARN FA 825 LESLIE RD CUTCHOGUE, NY I 11935 [F] 12'-0" 12'-0" open above NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT i BE COPIED OR USED TO ' © BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE,REGARDLESS OF A add interior wall CONSTRUCTION METHOD, finish U p I WITHOUT WRITTEN PERMISSION FROM HARVEST i MOON TIMBER FRAME. C - COPYRIGHT 2018 A FBI B I ❑ REVISIONS. 71-9„ 5/1/18 5/9/18 5/2o/18 5/24/18 5/29/18 6/7/18 6/19/18 DRAWN BY PGP ISSUE 4/29/18 w SCALE: 1/4"=1'-0" OR AS NOTED) 24'-3" 0 1st FLOOR . �' PLAN FE - -4- - - - - - -- - - - - -- - -- �\ - -- -- - --- -- - -- - - - - -- --� 04 4 'F1 ,i� 90 8 7 O 5 4 3 2 1 r7 Hardest Moon 0 0 0 TI M BER FRANII' 0 198 EAST STREET 67r-0'r MORRIS, CT o6763 46'-3r' RICHARDSON STRUCTURAL ENGINEERS 1080 MAIN STREET SOUTH WOODBURY, CT 06798 203 263 4262 DESIGNED & REVIEWED FOR STRUCTURE ONLY A CUTCHO GUE BARN 825 LESLIE RD CUTCHOGUE, NY D do 11935 E open to �. below El Elopen to below NOTES: THIS DRAWING OR THE oD UNDERLYING DESIGN CANNOT Q BE COPIED OR USED TO BUILD AN IDENTICAL OR CD SUBSTANTIALLY SIMILAR ❑ STRUCTURE,REGARDLESS OF S2 z p CONSTRUCTION METHOD, ;y WITHOUT WRITTEN PERMISSION FROM HARVEST MOON TIMBER FRAME. COPYRIGHT 2018 REVISIONS: 5/1/18 5/9/18 5/20/18 5/24/18 5/29/18 6/x7/18 6/19/18 DRAWN BY PGP ISSUE 4/29/18 SCALE: _ 1/4„=1'-011 GNEW (OR AS NOTED) l0 fC/) �t O 2ND FLOOR PLAN 05 c �, 0 0 0 46'-3" Hai'vest Moon 198 EAST STREET MORRIS, CT o6763 8'-4" 7'-9" 8'-0" 7'-8" 4'-8" 9'-8" 10'-6" 10'-6" RICHARDSON STRUCTURAL 4 Li U El Li ENGINEERS A 1080 MAIN STREET SOUTH WOODBURY, CT 06798 10 conc wall typ 203 263 4262 DESIGNED& REVIEWED - FOR STRUCTURE ONLY cut wall to slab @doors typ isolated footings 3'x3'x 1' d p w/ 4 #4 ea way CUTCHOGUE BARN -------- -------- --------, 825 LESLIE RD 6 ------ ❑ ❑ ❑ ❑ ❑ CUTCHO GUE, NY 11935 r cut wall to slab @ doors , NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE,REGARDLESS OF CONSTRUCTION METHOD, WITHOUT WRITTEN C PERMISSION FROM HARVEST MOON TIMBER FRAME. COPYRIGHT 2018 7'-9„ REVISIONS: 5/1/18 5/9/18 5/20/18 --�— 5/24/18 8X8 POSTS 5/29/18 8X8 POST 4" CONC SLAB ON GRADE 4 CONC SLAB ON GRADE 6/7/18 W/66-W1.4XW1.4 2 - #5 CON W/66-W1.4XW1.4 6/19/18 2" EPS INSUL SIMPSON STHD14 @ EA 2 EPS INSUL #4 NOSING BAR POST 2" CLR 2X8 P.T.SILL 1 CLR V"" -� z 4 CONC SLAB W/ WIRE W/ANCHOR PIN DRAWN BY o o xo MESH & 2" EPS INSUL PGP 10' CONC WALLLi #4 DWL 18" VERT - 3" HORIZ 72X '-0 r DROP 2 -#5 & ' @ 48" O.C. - STAGGER SIDES EXTEND 24" EA SIDE 1� ISSUE 6 GRAVEL SUB BASE 6 1 6 f— 3 CLR 10' CONC WALL OF OPENING 4/29/18 2X4 KEY 4#4 REBAR EA WAY ISOLATED FOOTING 3'X3'XI'DP a ° -� 3 - #5 SCALE: BOTT/FTNG 48" BELOW GRADE 1, 1/q. =1 -O11 (ORAS NOTED) FOUNDATION DETAIL ISOLATED FOOTING DETAIL_ DETAIL DOORS ' 1/2►t = ►► 1/2 = 1 '-0" �/ ,o� �J��'�P`' FOUNDATION - 1 -0 1/2" = 1 '-0" �,�r;� �I PLAN �F ('88411 �� 306 OF �1QC�Qy _ - 0 0 0 i I I I I I Raiwest Moon i TI11liI: h 1: RAMI` 67`-0" 198 EAST STREET 46'-4" MORRIS, CT o6763 RICHARDSON STRUCTURAL 8'-4" 7'-9" 8'-0" 7'-8" 4'-8" 9'-8" 10'-6" 10'-6" ENGINEERS 1080 MAIN STREET SOUTH WOODBURY, CT 06798 203 263 4262 A DESIGNED & REVIEWED8xlO plate beams FOR STRUCTURE ONLY 6x8 joists 4'0.c. 6x8 jois s 4'0.c. CUT'CHOGUE BARN 3'-6" 825 LESLIE RD CUTCHOGUE, NY El 11935 8xlu girders 8xI rders x it ers x coa 0c 0 cc xx x x Ln x NOTES: rt 00 a a Ln 0c THIS DRAWING OR THE 0 0 0 o UNDERLYING DESIGN CANNOT N 6x oists 4'O.c. r-r-t � 6 j .c. 8 joists 4'0 f" BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR ^� STRUCTURE, REGARDLESS OF '~ CONSTRUCTION METHOD, WITHOUT WRITTEN PERMISSION FROM HARVEST ko MOON TIMBER FRAME. M xlu plat ams Sxlu plate beams C — — — COPYRIGHT 2018 REVISIONS: 5/1/18 5/9/18 5/2o/18 5/24/18 5/29/18 6/7/18 6/19/18 DRAWN BY PGP ISSUE 4/29/18 SCALE: 1/4"=1'-0►t (OR AS NOTED) 2ND FLOOR rJbR�'�y� tt�� 2 J Yi,. 7 'A Harvest Moon 9 8 7 O 50 4 3 2 1 TIM11EIti r- I. AMI'0 0 0 0 198 EAST STREET i MORRIS, CT o6763 2 x 10 rake w/ 4x4 blkng 2' RICHARDSON STRUCTURAL ENGINEERS 0.C. 1080 MAIN STREET 8x10 pla1O Ia SOUTH WOODBURY, X p CT 06798 _ _ _ ea ms 203 263 4262 A EWED ORDESISTRUCTURE GNED & IONLY 8 2 /12 pi h CUTCHOGUE BARN 825 LESLIE RD 4'-0" x ra ers o.c. CUTCHOGUE, NY 11935 8x10 rit NOTES: 00 THIS DRAWING OR THE 8 1/2 / pitch UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR O ra D r STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT WRITTEN PERMISSION FROM HARVEST MOON TIMBER FRAME. s 10 DlatCOPYRIGHT 2018 REVISIONS: 5/1/18 24l-011 5/9/18 5/20/18 5/24/18 5/29/18 6/7/18 6/19/18 DRAWN BY PGP ISSUE 4/29/18 SCALE: 1/4"=1'-0" (OR AS NOTED) OF NEW � R►�'�h�� UROOF FRAMING jl O 08 8x10 ridge beams J5 8 1/2 /12 pitch 4x10 rafters 4'o.c. � . 6x12 valley rafters Hatwest Moon ]3 TIMBEL' FRf1M1. 8x8 posts-- 198 EAST STREET 8x10 J1 J4MORRIS, CT o6'763 6x8 joists 4'O.c. 8x10 rafter RICHARDSON STRUCTURAL 8X1O ENGINEERS !J 1080 MAIN STREET SOUTH WOODBURY, N CT 06798 4262 1/2" ,0 A307 2DESIGNED "wide tenon 203 REVIEWED threaded rod FOR STRUCTURE ONLY 8x8 posts w/washers & nuts 3" 4" 8X8 3„ CUTCHOGUE BARN 11'-0" 11'-0" 825 LESLIE RD 8x10 CUTCHOGUE, NY 11935 2�2'-0" A SECTION AT EXISTING RIDGE LINE B NOTES: (BETWEEN BENTS 7 & 6) THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, 8 J5 WITHOUTWRITTEN x10 ridge beams 8x10 ridge beams PERMISSION FROM HARVEST MOON TIMBER FRAME. 8x10 header COPYRIGHT 2018 8 1/2 /12 pitch 8 1/2 /12 pitch 4x10 rafters 4'o.c. 8x10 r fters 4'o.c. REVISIONS: J3 5/1/18 ]3 5/9/18 J6 5/2o/18 8x10 8x10 5/24/18 N J 1 5/29/18 N 0) P6x6 braces 8x8 king post & 6/7/18 8 bottom chord 6/19/18 8x8 posts 8x8 posts DRAWN BY N PGP *� N 91 N ]1 ISSUE 4/29/18 ------------------ --- ------------------------- SCALE: 1/41'=11_0,1 (OR AS NOTED) 11'-0" 11'-0" lit-Offlit-Off �P`vti tiivl; 0 0 0 4 +.4 8x10 hay beam IMP 0:11 li�illool 400 Ib max �... _ __. � - - _� :�.�� ... - .._ IIalwest 11IOOi -M ...Y. 198 EAST STREET MORRIS, CT o6763 M� 6 _:. _ —- ----- -- _ --- - - RICHARDSONSTRUCTURAL ----- - .. - ----- - ___ � - �wENGINEERS -- ' 1080 MAIN STREET J 1 SOUTH WOODBURY, CT 06798 J 1 203 263 4262 5XP joists 4'0.c. DESIGNED & REVIEWED 1-7 FOR STRUCTURE ONLY 8x10 )2 N ry CUTCHOGUE BARN 8 posts 825 LESLIE RD CUTCHOGUE, NY 11935 1 8'-4" 7'-8" 8'-0" 7'-7 1/2" 4'-8" 9'-8" 10'-6" 10'-6" kD NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR LATERAL SECTION AT BENT C STRUCTURE,REGARDLESS OF CONSTRUCTION METHOD, WITHOUT WRITTEN PERMISSION FROM HARVEST MOON TIMBER FRAME. J5 8x10 ridge beams COPYRIGHT 2018 8x10 header J5 8x10 ridge beams 8 1/2 /12 pitch 1 8x10 header REVISIONS: 4x10 rafters 4'o.c. 8 1/2 /12 pitch 5/1/18 5/9/18 )3 4x10 rafters 4'o.c. 5/20/18 7'-6„ )1 5/24/18 5/29/18 0 8x10 girders 6/7/18 6/19/18 3'-4" 1.1 64 6 posts l i DRAWN BY N 8x8 posts J4 PGP N o - 8x8 posts o ISSUE ' N o a 4/29/18 �o o o � o o _ SCALE: ----------------------------- -- --------- 1/4"=1'-0,. (OR AS NOTED) pF NEIy y SECTION BENT 9 0.) RIGHq D FRAE M 11'-0" 11'-0" � LSECTIONS lip I 11'-0" , 10 ., .;t '''�;✓' A C - A g C TYPICAL SECTIg BENTS 3 - 8 09 O O 8x10 hay beam i j ir7 ,, 400 Ib max .4 8x10 ridge beams C� Han7est Moon TI NIIiEIi I' RA .NIE J1 :t98 EAST 4'-0" 7`-4" MORRIS, CT STREET7 3 LO 0 *� o n RICHARDSON STRUCTURAL ENGINEERS ]1 1080 MAIN STREET 4 x8 joists 4'0.c. SOUTH WOODBURY, 17 CT 06798 203 263 4262 x DESIGNED& REVIEWED FOR STRUCTURE ONLY 0o 0 8x8 pot CUTCHOGUE BARN 825 LESLIE RD CUTCHOGUE, NY 11935 12'-0" 12'-0" 7-8" 4`-8" 9'-8" 10'-6" 10'-6" NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT LATERAL SECTION AT BENT B BE COPIED USED TO BUILD AN IDEE NTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT WRITTEN PERMISSION FROM HARVEST MOON TIMBER FRAME. COPYRIGHT 2018 I REVISIONS: i 5/1-/1-8 5/9/1-8 5/2o/1-8 ]1 5/24/18 5/29/18 6/x/1-8 J4 » J1 6/1-9/1-8 N 6x8 joists 4'0.c. DRAWN BY PGP N x ISSUE 4/29/18 8x8 rqsts SCALE: 1/411_11-011 (OR AS NOTED) NEpv y �Q 8'-4" 7'-8" 8'-0" 7'-8" 4'-8" 9'-8" 10'-6" 10'-6Gn " FRAME SECTIONS LATERAL SECTION AT BENT A s PLATE BEAMS 3/4-- OAK DOWELS 10 01 Haixest Aloon o a TI %11t1. L' FRA11I' 198 EAST STREET POST W1 4'- UP TENON MORRIS, CT o6763 RICHARDSON STRUCTURAL ENGINEERS 1080 MAIN STREET SOUTH WOODBURY, CT 06798 203 263 4262 DESIGNED& REVIEWED FOR STRUCTURE ONLY UP- TENON DETAILS 11A SCARF JOINT CUTCHOGUE BARN 825 LESLIE RD CUTCHOGUE, NY POST 11935 3/4DIA LAK DOWELS POST 4 DIA OAK DO /ELS NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDEPOST / 2 - 1« SHOULDERS �_� SUBSTANTIALLYICAL SIMILAR PLATE BEAM FOR GIRDER OR TIE BEAM STRUCTURE, REGARDLESS OFCONSTRUCTION METHOD, TO HESE TENON ON EACH WITHOUT WRITTEN POST W/ 2 - 1-- SHOULDERS PERMISSION FROM HARVEST BEAM PLATE BEAM FOR GIRDER OR TIE BEAM MOON TIMBER FRAME. TO HOUSE TENON ON EACH COPYRIGHT 2018 BEAM 32 smmsoN crow msT REVISIONS: 5/1/18 M � 5/9/18 J2 ['g'DS II V�LE B M ° Or V COW Mn 5/2O/18 5/ 4/ 5/29/18 6/7/18 6/19/18 DRAWN BY 2 - #14 X 12-' TIMBERLOCK PGP TYP TIMBER JOIST EA LOCATION OVERHANG & SQUARE OR TIMBER RAFTER ON PLATE ISSUE PLUMB CUT T.B.D. BEAM- ATTACH \A// 4 - 14' 4/29/18 TIMBERLOCK LAGS PROVIDED. USE SIMPSON H-3 CLIPS ON 2X RAFTERS SCALE: Xk —E 1/4 11=11-0 11 JOISTS ON GIRDER- ATTACH \A/ (ORAS NOTED) 2 - 12-' TIMBLOCK LAGS EA EN of Et^~; PROVIDED RIc��� 1p DETAILS TYP U'` R TO PATE BEAM TYP 8" X _ PLATE BEAM co All T 34 TSP jour A-rACHMENT T2s 12 Hatwest Nloon 2- 6.. TIMBERLOCKS W/ 4-- 4 'r I m E3 F R r R ,� M L MIN PENETRATION INTEL BX OR 6X TIE BEAM RECIEIING MEMBER 04 _ _ BEAM / 2' DP X - T STREET MORRIS, CT o6763 NOTCH FOR TIE BEAM TONGUE 44 RICHARDSON STRUCTURAL TIMBER POST W/ 2 X 4 X ENGINEERS UP TENON & 2 OAK PEGS 1080 MAIN STREET SOUTH WOODBURY, CT 06798 203 263 4262 TYPCAL KNEE BRACE ATTACHMENT DESIGNED & REVIEWED USING 4 - STIMBERLOCK LAGS- 2 ON FOR STRUCTURE ONLY 'aE SEM CEA END W/ MIN 2-- EMBEDMENT AND CAP W/ 1 MAPLE PLUGS PROVIDED KNEE � a n �� CUTCHOGUE BARN 825 LESLIE RD CUTCHOGUE, NY 11935 NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT WRITTEN 8 X pC� POST PERMISSION FROM HARVEST MOON TIMBER FRAME. COPYRIGHT 2018 4X4 2 O.C FASTEN 2 - 2" K PEGS T4 JOIN HALF LAP RAFERS W/3 -12D ALV REVISIONS: 5/1/18 NAILS EA END 5/9/i8 TYP TIME RAFTER 5/20/18 5/24/18 5/29/18 6/7/18 6/19/18 OPTIONAL 3X8 SILL COVER �� MCGE DRAWN BY �. U11G=►1L. ' � � PGP ISSUE J10 4X4 NAILERS 4/29/18 SCALE: 1/4"=1'-O" (OR AS NOTED) NEW DETAILS Co 13 lti' j \\\"`AAA • `..,'J�`' I