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HomeMy WebLinkAbout41715-Z Town of Southold 12/29/2017 o P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 1 � CERTIFICATE OF OCCUPANCY No: 39428 Date: 12/29/2017 THIS CERTIFIES that the building ACCESSORY Location of Property: 2000 Harbor Ln., Cutchogue SCTM#: 473889 See/Block/Lot: 103.4-20.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/25/2017 pursuant to which Building Permit No. 41715 dated 6/6/2017 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: "AS BUILT"ACCESSORY POOL SHED AS APPLIED FOR The certificate is issued to Nolan,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37950 10-09-2013 PLUMBERS CERTIFICATION DATED A ho ' Signature o�SUFFnc,rCvTOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT 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#: 41715 Date: 6/6/2017 Permission is hereby granted to: Nolan, Mark 2000 Harbor Ln Cutchogue, NY 11935 To: legalize "as built" accessory pool shed as applied for. Additional certification may be required. At premises located at: 2000 Harbor Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-1-20.12 Pursuant to application dated 5/25/2017 and approved by the Building Inspector.. To expire on 12/6/2018. Fees: AS BUILT-ACCESSORY $336.80 CO -ACCESSORY BUILDING $50.00 Total: $386.80 ding I ector SO!/��,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 roger.richert(aD-town.southold.ny.us 4UNTV, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nolan Address: 2000 Harbor Lane City: Cutchogue St: NY Zip: 11935 Building Permit#: 37950 Section- 103 Block: 1 Lot- 20.12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raymond Electrical Cont License No: 5141-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 6 Twist Lock Exit Fixtures 11 TVSS Other Equipment: pool house and in ground swimming pool to include-bonding, 1-GFCI circuit break salt generator,2-pool lights Notes: Inspector Signature: Date: Oct 9 2013 81-Cert Electrical Compliance Form.xis \S7� Form No.6 z ^Cv 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. itions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory buildi $50.00, dditions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing 100.00 4,5-0 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 - -- -------- -- - --- - -- - - ---------------------- - Date. 517-2-11-7 New Construction: Y,— Old or Pre-existing Building: (check one) Location of Property: 2WO �� Co-- c-1 House No. Street Hamlet Owner or Owners of Property: pAgiz, /-(ZU6l Suffolk County Tax Map No 1000, Section 163 Block 1 Lot Za, 12 Subdivision IAks� (�J�Lt� l '�� Filed Map. ckoz Lot: Permit No. q I� ( S Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ [G1� Applicant Signatu e r� � OF SOOT �� Ho courm TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION FRAMING /STRAPPING FINAL lk J,1� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ANSPECTOR �pF SoUTy o�ycoUNi'r,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]rULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR c e l' Fir Fill 0 M, 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 ' u5 TEL: (631) 765-1802 Planning Board approval 1�( ' FAX: (631) 765-9502 Survey �GS SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N N.Y.S.D.E.C. AI 1. Trustees M D [EC[ED'V[� C.O.Application L%S � Flood Permit N Examined ,200 7 Single&Separate d D MAY 2 5 2017 Storm-Water Assessment Form Contact: 14/1.214 /\64 Approved ,20JI BUILDING DEPT. Mail to: ZGxp 4V—t3t>a Or. Disapproved a/c TOWN® OUTHOLD Phone:—U3(- q2q- 0(0-15 Expiration::::0 120 B t i g n ector _ APPLICATION FOR BUILDING PERMIT Date 54 Z2— , 20 17 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance•or has not been completed within 18'months from such date. If no zoning amendments or other regulations affecting the property have,been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 216o 1$w&2 LAI Ltdo�v 11135 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises OXS24Z— (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which rop posed workwillbe done: House Number Street f Hamlet County Tax Map No. 1000 Section (33 Block I Lot Zdd 1 Subdivision 14v�z,a-� P&,44 l om6a, Filed Map No. R(o®Z Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy s I jg6L' T�vq(q Id�,�n.,c b. Intended use and occupancy 51k1L7 v W°C""6I IV I4XA4.-�:7- P' L 3. Nature of work(check which applicable):New Building x- sib\D Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ' =; !-Pee-,. (To be paid on filing this application) 5. If dwelling, number of dwelling unitsNumber of dwelling units on each floor }�f If garage, number of cars X(A- 6. If business, commercial or mixed occupancy, specify nature andiextent of each type of use. K14 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 I b Rear I© Depth t Height �'�-1 Number of StoriesMa j I 9. Size of lot: Front 3�� Rear r Fy Depth 314 10. Date of Purchase 20i3 Name of Former Owner OL1 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOD'Will excess fill be,removed from premises? YES NO 14. Names of Owner of premises ,AWL Address 26C6 14k&C3c2 l.4- Phone No. (a3i-92g- yla7�j Name of Architect V-O'I'4R4V8'e-- AddressT2 � r� Phone No - & - �`��- q` -lq Name of Contractor 1,C�Po 6-4> 514164-L�AZ5� `Address ily "[DUI,V cvd�.f, hone No. (cel� a2-�- Iz�S �t�N67lfg(oi 1 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"QUIRED. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS• COUNTY OF! 14MJL 1�LJJH� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the OW90T2— (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 this _C9,5' da of 20/77; ` e Notary Public • - - - Signature of Appli nt LORRAINE KL®PFER Notary Public,State of Naw York No 4026173 Qualified in Suffolk County Commission l.:pines Nov.30, O'^�-*7 Scott A. Russell SUPERVISOR M[ANAcG 1E1\M11EN`]F >y SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) -- •---------------DOE --THIS"--PROJECT—INVOLVE —X1Y—®1~THE—FOLLOWING:-- Yes No (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑� B. Excavation or filling involving more than'200 cubic yards-of material within, any parcel or any contiguous area. ❑[Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El D, D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Ell".E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®(@ 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 Cbeck List Form to the Building Department_withyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date- mi NAME. P !-IOL ��� y 0 — Wo 1 ZZ hi Section Block Lot op FOR BCII .'G DEP 'ti i i " 1_�t: 0\1L i .. Contact Information `� (� �- Reviewed By: - - - — — — — — — — — — — — — — — — — Date: � ��• �� Property Address / Location of Construction Work: Wopproved — — — — — — — — — — — — �D� ^ for processing Building Permit �f'Y� `-�•'t- ormwater Management Control Plan Not Required. StormwaterManagenne,it Control Plan iJ Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 G�� Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631) 734-9502 CD �< P- O- Box 1179 --z-- Southold, Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date.- 512:7--1 (-7 Owner: Aajz- - Location of Property: Z60D Please take notice that the (check applicable line): D New-residential structure Addition to existing residential s(r( cfWre Rehabilitation to an existing residential structure to be constructed or performed at the.i ruWpct property refergnce above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction(PW) Timber construction (T-C} in the following iocation(s) (check applicable line): Floor framing. including girders and beams (F) Roof framing (R) Floor a d roof framing (FR) Signature: / U .Name (person submitting this form): 1�dy_-Z4 (A- Capacity(check applicable line): Owner .Owner representative TrussResRegI5.docx Fffo..ciiVe 012015 6" DIAMETER - --- ---- - --- - REFi.ECTIVE RED " ROMAN ALPHANUMERIC -PAN TONE, - - - - - -- - - -- ----- _ - !7ESIt3iJFi'Clvit-vF%01vSTccU%i i%;d (PMS) #187 _ TYPE BASED ON SECTION 602 OF 'THE SUILOING CODE OF NEW YORK STATE 2" MIN_ REFLECTIVE WHITE 112" STROKE ROKE --- .. •-- .._ .;,aE13rCitl4Tf('111th©�-S'r'R(iC1'tfEt�t- ` -- -------- -----_--------- '�_ ---- CdMPONEN T.S THAT ARl•OF TRUSS CONSTRUCTION ' "F" FLOOR FRAMING, fRCLUDING -- GIRDERS�/)II3 "R" ROOF FRAMING ~ "FR" FLOOR AND ROOF I RfaWLl 6 TRUSS IDENflRGUON SIS GCNFIJANCE-WTH 19-I 1CCI�R +mss OrvrsraN Q L.E-TRUSS IDENTIFICATION SIGN DATE:03f0a(2005 '---- NEW YORK STATE DEPARTM7ENT -OF STATE �- << DIVISION OF CODE ENFORCEMENT - AND ADMINISTRATION, S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 1 LOT(S):20.12 10'N 13.0' 1 01, 099Fj 140-0 PIPERUStieo STOge DRNOAY 03 CT vt U.pO *0 O LOT 4 MON. 1.4S 140.00 99-W 0. , 6 01 10 ELEC.2 S8 C' 03`3 METER LAND FN/F 0 NANCY ELLIOT O 1.7' rn CA ROOF OVER 0 OD PORCH LP. GAS 0 Pb 17. t4 :19.2%:.- WOOD P 7 PIPE M.H. 0 SW. 'F FRM.:::. 0.2 DWELLING 1.4'2 .#2.000. STOCKADE GAkAGE 2.7 0.7 ... ... .... .. at LAp4%N/F ROOF F C6 OVEI? LEONA M-VMiTE LOT 5 16 7' tq CONC RICK PATIO 4'METAL — 4jtl " 36,CHERRY IN.GR•UN'D**0ObL:-. ON LINE \bC T� GENA ROOF LP. FIRM. Ct - FRM. OX SHED O4CAS 3 2 SHED LAND N/FO 0 Ni LO 06 g EM FENFE SWELL 6'STOCKADE 04 _KADE FENCE 0.4-N 06 74 0 ' MON. N87049'50"lf MINOR SUBDIVISION PREPARED FOR BARBARA SOMNSKI FILED MAY 13, 1991 � ` FILE No. 9101 r_ SUBJECT TO COVENANTS AND RESTRICTIONS D [EC[ED'v[E D DEC 19 2017 • LIBER 11684 PG. 31 UPDATE SHED LOC. 12-14-17 RUn DING DEPT. THE WATER SUPPLY, WELD DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS FINAL SURVEY 03117114 TOWN OF$OUMOLD AND OR DATA OBTAINED FROM 07HERS. AREA: 80,000 SQ.FT. or 1.84 ACRES ELEVA77ON DATUM.• ---- ----—- UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S77?UffURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 5 CERTIFIED TO: MARK NOLAN; KRISTINE NOLAN; MAP OF: HARBOR PARK HOMES -ASTORIA FEDERAL SAVINGS; FILED: NOVEMBER 22, 1994 No.9602 FIDELITY NATIONAL TITLE INSURANCE COMPANY, SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 13-04 SCALE: I"=50' DATE:JAN. 11, 2012 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk mad COMPLY WITH ALL CODE O�MESA.I:OPPENHAVER NEW YORK STATE & TOWN CODES 304 LOGAN RD. AS REQUIRED AND CONDITIC NS OTOMISSING,PA 1610 APPROVED AS NOTED PHONE-484-794-9949 DAT E:LLLB.P. D 12 Kaufold's Country FEE: 6.516"Pent Root E$ Sheds&Gazebos NOTIFY BUILDING DEPARTM T724 Middle Country Road 765-1802 8 AM TO 4 PM FOR THE Ridge, NY 11961 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED PROJECT: FOR POURED CONCRETE �� 0� OCCUPANCY OR Nolan 2. ROUGH - FRAMING & PLUMBING ❑ - 2000 Harbor Drive 3. INSULATION as as USE lS UNLAWFUL Cutchogue,NY 11935 4. FINAL - CONSTRUCTION MUST =DE] BE COMPLETE FOR C.O. WITHOUT CERTI IC T FINAL 2/27/17 E.S. ALL CONSTRUCTION SHALL MEET THEOF OCCUPANCY REQUIREMENTS OF THE CODES OF NEW REVISED 3/13/17 J.E. YORK STATE. NOT RESPONSIBLE FOR REVISED 4/1/17 J E DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNG F PURSUANT TO CHAPTER 236 DRAWN BY: ELEC`ROCA[L OF THE TOWN CODE. UNSPECIflow RE GUhR -0 DRAFTING �ONCEPT5 ARCHITECTURAL DRAFTING JOHN E5H 717-442-5053 John@ DraftingConceptsLLC net CODE & LOADING INFORMATION -GROUND SNOW=20 PSF a%01111+s'+il►op, OCCUPANCY TYPE -DEAD LOADS=10 PSF ``�o �E�F.. F�°Ylio SCALE: q5 NOTED -RESIDENTIAL STORAGE -ULTIMATE WIND SPEED=120 MPH y�� SHEET TITLE: -EXPOSURE CLASS=8 CONSTRUCTION TYPE A m $; Cover Sheet -SEISMIC DESIGN CATEGORY=B 2� . .sa=� -TYPE 5 B -FROST LINE DEPTH=36" y ••,OTjta2 ,, �C9�� PROJECTNO.: LOADING NOTES -ASSUMED SOIL CLASS=GM,GC '�i 90 •..•••...•. � `�� D168-17 ESS;ON`,` -1st FLOOR LIVE=60 PSF -SOIL BEARING CAPACITY=2000 PSF IF SOIL DIFFERS FROM ASSUMED ABOVE I (REFER TO IRC CODES) JAMES A.KOPPENHAVER 181-011 304 LOGAN RD. WYOMISSING,PA 1610 101-011 81_0" 01 PHONE:484-794-9949 Duck Bill Anchor - 32"Wall BUILDER: Location(Typ.) 3'-0„ 5'-0" Below Counter Kaufold's Country (See Detail) _ _____. Sheds&Gazebos 724 Middle Country Road I0 I--- ---- 0 (2)2 X 8___;_ _ Ridge,NY 11961 PROJECT- Li 1 1 1 1 I Nolan u 1 4 N x 22 Wide 2000 Harbor Drive 7-4r+ m Counter 1 Cutchogue,NY 11935 n, I \ FINAL 2/27/17 E.S. °Pcu STORAGE SHED PORCH 1 1 CO Ol REVISED 3/13/17 J.E. LL N x ' t 1 REVISED 4/1/17 J.E. _ , 4 ry X v `N 1 1 � 1 1 1 I 1 DRAWN BY: 1 I 1 (2)2x8 , �0 ____ RAFTING CONCEPTS ` -- ------ 31-011 5'-011 L--- ARCHrrECURAL DRAFTING 0 JOHN FSH 101-011 , 717-442-5053 81-011 -0„ John@ DrafhngConcept5LLC net SCALE: AS NOTED 181-011 41i14111ti►9QpIP/l ` OF NEt`.°°44,, •�...v..�V�51p SHEET TITLE: Floor Plan . aF �C M. o o r P I a rl _m • $: PROJECT NO.: ��•• ?`2V D168-17 SCALE: 1/4” = 11-011 y. ''•Q?P�42 .•�,c�` ������+ESS lOP� JAMES A.KOPPENHAVER Typical Roof Construction 304 LOGAN RD. Continuous Ridge Vent Optional WYOMISSING,PA 1610 Min,25 Yr.Asphalt Shingles PHONE-484-794-9949 7/16"OSB or CDX Roof Sheathing 2 x 4 SPF#2 Rafters @ 16"O.C. BUILDER: Plywood Gussets each side of rafter Typ. Kaufold's Country 2 x 4 SPF#2 Collar Ties @ 32"O.C. Sheds&Gazebos 724 Middle Country Road Overall Height Ridge,NY 11961 Mean 12 RT3A Hurricane Ties @ Ea.Rafter PROJECT: Roof Height 6.5 Nolan Typical Roof Overhang 2000 Harbor Drive 6"Overhang W/Soffit Cutchogue,NY 11935 1 x 6 PTD Fascia FINAL 2/27/17 E.S. of `� STORAGE - _ Typical Exterior Wall Construction 5/8" Dura-temp Siding or SHED REVISED 3/13/17 J.E. ^ � - Vinyl Siding on REVISED 4/1/17 J.E. 7/16"OSB or CDX Sheathing 2 x 4 Stud Wall @ 16"O.C. DRAWN BY: Approx.Grade Approx.Grade DRAFTING CONCEPTS ARCHITECTURAL DRAFTING Typical Floor Construction JOHN E5H 5/8" Plywood Subfloor 717-442-5053 2 x 4 P.T.Floor Joist @ 16"O.C. John@DraftingConceptsLLC.net 4 x 4 P.T.Skid Spacing SCALE: Not To Exceed 3'-0"O.C. OFtQIYF °°,ri' AS NOTED 5"Crushed Stone Base ``sa °••°.ti r,� ��y y Q• F,09" SHEET TITLE: Section A � t Z?*% Section A =m: rn°w SCALE: 1/4" = 1'-0" ?2N . �.�=v, PROJECT NO.: '.0?7142 .°'��o�. D168-17 9 ,..° �i�� `'OF�SS 10tkA` � JAMES A.KOPPENHAVER Typical Roof Construction 304 LOGAN RD. Continuous Ridge Vent Optional WYOMISSING,PA 1610 Min.25 Yr.Asphalt Shingles 7/16" OSB or CDX Roof Sheathing PHONE:484-794-9949 2 x 4 SPF#2 Rafters @ 16"O.C. BUILDER: Plywood Gussets each side of rafter Typ. Kaufold's Country 2 x 4 SPF#2 Collar Ties @ 32"O.C. Sheds&Gazebos Overall Height 724 Middle Country Road Ridge,NY 11961 Mean 12 RT3A Hurricane Ties @ Ea.Rafter Roof Height �6,5 PROJECT: Typical Roof Overhang Nolan 6"Overhang w(Soffit 2000 Harbor Drive 1 x 6 PTD Fascia Cutchogue,NY 11935 M _ (2)2x8 Porch Beam - Structural Column w/Positive FINAL 2/27/17 E.S. rn Connection To-Wall&Beam ' CD REVISED 3/13/17 J.E. n 5/8"Dura-temp Siding or REVISED 4/1/17 J.E. Vinyl Siding on 00 7/16"OSB or CDX Sheathing N 2 x 4 Stud Wall @ 16"O.C. DRAWN BY: Approx.Grade Approx.Grade Df�kTING CONCEPT5 ARCHITECTURAL DRAFTING Typical Floor Construction JOHN E5H 5/8"Plywood Subfioor 717-442-5053 2 x 4 P.T.Floor Joist @ 16"O.C. John@DraftingConceptsLLG net 4 x 4 P.T.Skid Spacing Not To Exceed V-0"O.C. SCALE: A5 NOTED ®{l1B1!!!lJJJy 5�"Crushed Stone Base �,e>°`® OF N �yf , ........ Orr ,.°'� % �' rir SHEETTITLE: Section B Section B PROJECT NO.: SCALE: 1/4" = 1'-0" ��` D168-17 +'f•'�,OR�SS�O�P������a� 4 JAMES A.KOPPENHAVER 304 LOGAN RD. WYOMISSING,PA 1610 PHONE:484-794-9949 Anchor Shed To Ground @ (4) Corners w/ BUILDER: Kaufold's Country Model 88 Duck Bill Anchor Driven Sheds&Gazebos To T-6" Min. Below Grade. 724 Middle Country Road Attach Anchor to Cable &Thimble Loop Ridge,NY 11961 Attach Thimble Loop to Skid Runner w/ PROJECT: 3/8" x 3" Galv. Lag Bolt Nolan 2000 Harbor Drive Cutchogue,NY 11935 FINAL 2/27/17 E.S. 3/811 x 3" Galy. Lag Bolt REVISED 3/13/17 J.E. REVISED 4/1/17 J.E. DRAWN BY: ,����►w111�1hh/q� ®, oF RAFTING CONCEPTS Gj�• Fyy 9� ARCHITECTURAL DRAFTING " * 'YG: » JOHN E5H _ N M 717-442-5053 John@ DrakingGoncePtsU.G.nat Model 88 Duck Bill Anchoryr, � ,��'��O��SSVON�'� ��` SCALE: AS NOTED 1j14ttel��n11 N\\\\ SHEET TITLE: - Anchor Detail Duck Bill Anchor Detail PROJECT NO.: D168-17 SCALE: 3/4" = 1'-0 JAMES A.KOPPENHAVER 304 LOGAN RD. WYOMISSING,PA 1610 PHONE.484-794-9949 BUILDER: Kaufold's Country 12 Sheds&Gazebos 6.5 16"Pent Roof 724 Middle Country Road Ridge,NY 11961 PROJECT• 6 6„ Nolan 2000 Harbor Drive aCutchogue,NY 11935 1017 FINAL 2/27/17 E.S. REVISED 3/13/17 J.E. REVISED 4/1/17 J.E. r DRAWN BY: RAFTING CONCEPTS ARCHITECTURAL DP.APTING JOHN E5H Front Elevation 717-442-5053 SCALE: 1/4" 1'-Q" John@DraftmgConcept5LLC net = `��4494tttt@Q@@@4®� SCALE: AS NOTED �pF l.... '"'�o ¢�• �C`y�.p�I SHEET TITLE: Front Elevation xtOn : M. PROJECT NO.: D168-17 JAMES A.KOPPENHAVER 304 LOGAN RD. WYOMISSING,PA 1610 PHONE.484-794-9949 BUILDER: Kaufold's Country Sheds&Gazebos 724 Middle Country Road Ridge, NY 11961 PROJECT: Nolan 2000 Harbor Drive 1'-4° 6.. Cutchogue,NY 11935 FINAL 2/27/17 E.S. REVISED 3/13/17 J.E. REVISED 4/1/17 J.E. DRAWN BY: DRAFTING CONCEPTS ARCHITECTURAL DRAFTING JOHN E511 717-442-5053 Right Elevation John@DrafdngConcepteLLC net SCALE: 1/4" = 1'-0" kkkkil{QINf9/!Is F SCALE: pAIF��sir, AS NOTED Y yrs yP• ; 'I SHEETTITLE: aF fly a ?f- ms's* Right Elevation -� , m°Q -m • �.lu '�' ' :•2�� PROJECT NO.: y'% •'••07?142.••'•�,?���� D168-17 'fell Ws 7 JAMES A.K.OPPENHAVER 304 LOGAN RD. WYOMISSING,PA 1610 PHONE:484-794-9949 BUILDER: Kaufold's Country Sheds&Gazebos 12 724 Middle Country Road 6.5 Ridge,NY 11961 PROJECT: Nolan 6 2000 Harbor Drive a� a� Cutchogue,NY 11935 a� EJa FINAL 2/27/17 E.S. oa ao REVISED 3/13/17 J.E. REVISED 4/1/17 J.E. DRAWN BY: DRAFTING CONCEPTS ARCHITECTURAL DRAFTING JOHN E5H Rear Elevation 717-442-5053 SCALE: 1/4" = 1'-O" John@DraftmajCon--1A5LLC.net SCALE: AS NOTED ''.. SHEET TITLE: Rear Elevation PROJECT NO.: yu'.• r 2�� D168-17 '. x•.77142,..•e���`�� '��'�•QQ!SSS JAMES A.KOPPENHAVER 304 LOGAN RD. WYOMISSING,PA 1610 PHONE:484-794-9949 BUILDER: Kaufold's Country Sheds&Gazebos 724 Middle Country Road Ridge,NY 11961 PROJECT: 6„ Nolan ._4.. 2000 Harbor Drive Cutchogue,NY 11935 c � FINAL 2/27/17 E.S. REVISED 3/13/17 J.E. REVISED 4/1/17 J.E. DRAWN BY: DRAFTING CONCEPTS ` - ARCHITECTURAL DRAFTING Left Elevation JOHNE5H 717-442-5053 SCALE: 1/4"= V_On John@DraftmjConcept5LLC net „�pllllilitlllllo�o, SCALE: x# OF NNW��°rs AS NOTED SHEET TITLE: Left Elevation no •' PROJECT NO.: +. 07142 '•� • ..•'•��`o��` D168-17 GENERAL NOTES FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JAMES A.KOPPENHAVER DESCRIPTION OF BUILDING ELEMENTS NO AND TYPE SPACING OF 1 ALL CONSTRUCTION SHALLCOMf'LYWITH OF FASTENER FASTENERS 304LOGANRD. 2D15 INTERNATIONAL RESIDENTIAL ODDE 2 BUILDER MUST VERIFY ALL DIMENSIONS AND WYOMISSING,PA 1610 ACCURACY BEFORE CONSTRUCTION CEIUNG JOISTS 70 PLATE,TOE NAIL (3)Rd -- 3. WRITTEN DIMENSIONS SHALL TA<E PRECEDENCE CEILING JOISTS NOT ATTACHED TO PARALLELRAFTER, OVER SCALED MEASUREMENTS. LAPS OVER PARTITIONS,FACE NAIL (3)lOd PHONE-484-794-9949 4. WINDOW AND DOOR,SIZES AND LOCATIONS,MAY COLLAR TIE RAFTER,FACE NAIL (3)lOd VARY. — 5 ALL STRUCTURAL LUMBER SHALL BE RAFTER TO PLATE,TOE NAIL (2)16d _.-_ BUILDER: SPRUCE-PINE-FIR#2 OR BETTER,UNLESS ROOF RAFTERSTORIDGE,VALLEY ORHIP RAFTERS,MENAIL (4)16d KaufOld's Country OTHERWISE NOTED. BUILT-UP CORNER STUDS 6. IF APPLICABLE,WHERE GARAGE 13 ATTACHED TO 10d 24"O C. Sheds&Gazebos DWELLING UNIT,A(1)HR.FIRE SI.PERATION , BUILT-UP HEADER,TWO PIECES lfid TcoumwuFor,F SHALL BE PROVIDED AREAS BE 21)DRYWALL) CONTINUOUS HEADER TO STUD,TOE NAIL 724 Middle Country Road DOORS BETWEEN AREAS TO BE 2'0 MIN.C-LABEL (4)8d DOOR WITH FIRE-CODE JAMB DOUBLE STUDS,FACE NAIL 20d 24"0 C Ridge, NY 11961 7 ANY WOOD IN CONTACT WITH MASONRY TO BE DOUBLE TOP PLATES,FACE NAIL PRESSURE-TREATED WOOD 10d 24"0C PROJECT: 8 GRADE MUST SLOPE AWAY FROM STRUCTURE. DOUBLE TOP PLATES,MINIMUM 48-INCH OFFSET OF END101NTS, 9 WOOD FRAMING TO BE MIN 8"FROM GRADE FACE NAIL IN LAPED AREA (8)16d -- LEVEL,EXCEPT AT DOORWAYS SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL Nolan 10 WOOD TRUSSES SHALL BE DESIG14ED BY A 16d 16"OC REGISTERED ENGINEER.BUILDER MUST PROVIDE SOLE NATETO JOISTOR BLOCKINGATBRACEOWALL PANELS (3)16d 16"0C. 2000 Harbor Drive CUT-SHEETS TO CODE OFFICIAL PRIOR TO TOP OR SOLE PLATE TO STUD,END NAIL CUYCFIO NY 11935 INSTALLATION. (2)16d -- gue, 11 WALL BRACING PROVIDED BY CS.WSP AND CS-G TOP PIATES,LAPS ATCORNERS AND INTERSECTIONS,FACE NAIL (2)10d --- 0 R CS-PF METHODS AS PER IRC SECTION 602.10 JOIST TO SILL OR GIRDER,TOE HAIL (3)Rd — FINAL 2/27/17 E.S. 12. TEMPERED GLAZING REQUIREMENTS; RIM)DIST TO TOP PLATE,TOE MAL(RDOF APPLICATION ALSO) Ed (1)IN WINDOWS&DOORS WITF IN(18)INCHES NNLEAp1AYER ASFOIIOWS. O=WALKING SURFACE BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS lad .'GCATmPAxosr— REVISED 3/13/17 J.E. (2)IN ANY INDIVIDUAL PANEL GREATER THAN NDMWREO TUWU ATFNDSANOA}EAUI SPIIfY. (9)SQ,FT. WcoosTRucFUMA 4EIs,suEn kR cfP wFFWGRWAusx 100TO FRAMIMAM PAAIUE—RPwnusNFATnwGroFRAmixG REVISED 4/1/17 J.E. (3)IN WINDOWS WITHIN(24)INCHES OF ANY L, GewAnwxNnnlsueFwor,wAESJ O°ERABLE DOOR WHEN DOOR IS INCLOSED is z' aacawFnorl xnRwmn 6 12 POSITION (4)IN PANELS WITHIN STAIRWAYS,LANDING AND "-1'• Bx[0NNd1NNt 6 12 RAMPS,AND WITHIN(36)INCHES HORIZONTALLY 1° GSEvnxNEn RcoFlxG nin,GINPEFGALWxaEq 0:WALKING SURFACE,UNLESS PROTECTED WITH : GYPSUM SHEATHING If'W G,z }"IDFFWS-FTFWORS 7 F DRAWN BY: BARS 3"0C CAPABLE OF WITHS TANDING 50 LB. S„ ib'(dANJU0RMFNGANLMPLEGADVM9n. PER LINEAR FOOT s GYPSUM SHEATHING A;'IoxG,z (•scRFwtTEPEwoss 7 , (5)IN PANELS ADIACENTTO STAIRWAY WITHIN (60)INCHES HORIZONTALLY OF THE BOTTOM ALTERNATE ATTACHMENTS �I�f71NG CONCEPTS TREAD OF A STAIRWAY IN ANY DIRECTION,AND NOM MATERIAL DE1111-ON OF FASTENER AND LENGTH SPACING OF FASTENERS WHEN THE PANELIS WITHIN(60)INCHES OF THICKNESS(INCHES) (INCHES) ARCHITECTURAL DRAFTING THE TREAD NOSING EXCEPTION IF HANDRAIL EDGES INTERMEDIATESUPPORTS 01 GUARDRAIL IS PROVIDED,DISTANCE CAN BE INCHES) (INCHES) JOHN E5H - REDUCED TO(18)INCHES FROM RAILING TO W0005TAU[IUMLPAEU,SURFI000.RUOFAN01Nffxgq WALLSNGTNINGTO FRANINGANO PARTItlERMRD WALLLinTHING tt1FRANiNG ADIACENTGLAZING APPLICANT SHALL PROVIDE STAPLES 25 GA 1 A" q 8 717-442-5053 CODE OFFICIAL WITH CUT-SHEETS PRIORTO John@DraftingCDnceptsLLC net CONSTRUCTION UPTO NAIL a" 3 6 STAPLES 16 GA•I e`�o®®��uteo+TIpu/�t',��®� STAPLES 14 GA 2 q B SCALE: AS NOTED O�r ()F �1�-`I�� sz AND ,s STAPLES SS GA,1 q" 3 6 ````� �••a�..Nhq•y•��Brr'I. NAIL2 a° q O B SHEET TITLE: .9 �w •� TABLE R6D2.313)REQUIREMENTS FOR WOOD STRUCrURAL PANEL WALL SHEATHING USEDTO RESISTWIND PRESSURES General Notes CS r M ^ MINIMUM NAIL MINIMUM MINIMUM Tn•�„ s, —,MUM PANEL NAIL SPACING MAXIMUM WIND STEED WOOD NOMINAL (fl Ul � STRUC7UML PANEL WAIL STUD (MPH) PENETRATION EDGES SIZE PANELSPAN THICKNESS SPACING FIELD WIND EXPOSURE CATEGORY PROJECT NO.: (INCHES) RATING (inches) Ilnched (INCHES O C) (INCHES D C) ••10+'7142 00 ��� 6d COMMON B C O D 168-17 ;9. " •�!�'`�� (2VX0113') 15 24/0 3/e 16 6 12 110 90 85 i�� SS ROAD 16 6 ed COMMON L75 130 110 105 I 175 24/16 7116 24 6 12 110 90 85