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HomeMy WebLinkAbout39266-ZTown of Southold 3/6/2015 P.O. Box 1179 53095 Main Rd W Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37458 Date: 3/6/2015 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 8417 Skunk Ln, Cutchogue, SCTM #: 473889 Subdivision: Sec/Block/Lot: 104.-3-12 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/1/2014 pursuant to which Building Permit No. 39266 dated . 10/10/2014 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: accessory two car garage as applied for. The certificate is issued to Donlin, Dennis & Donlin, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39266 1/21/2015 Au o ed ignatu e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY s 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 #: 39266 Date: 10/10/2014 Permission is hereby granted to: Donlin, Dennis $ Donlin, Susan 8417 Skunk Ln Cutchoaue. NY 11935 To: construct a 22'X 26' accessory garage as applied for At premises located at: 8417 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot # 104.-3-12 Pursuant to application dated 10/1/2014 and approved by the Building Inspector. To expire on Fees: 4/10/2016. ACCESSORY CO - ACCESSORY BUILDING Total: Building Inspector $328.80 $50.00 $378.80 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. �I t New Construction: Old or Pre-existing Building: (check one) Location of Property: gk-U V, k `-" G House No. `Street Haml t Owner or Owners of Property:�S Suffolk County Tax Map No 1000, Section i c>4 Block b 3 Lot (2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 4tpplicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(a-town.Southold. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Donlin Address: 8417 Skunk Ln City: Cutchogue St: NY Zip: 11935 Building Permit #: 39266 Section: 104 Block: 3 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electrical License No: 34091 -me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-50 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 11 Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: 2-GFCI circuit breakers Notes: Inspector Signature: Date: Jan 21 2015 81 -Cert Electrical Compliance Form.xls OF SOUryo mn.�l► OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE �� L', � INSPECTOR �- 6el ��OF SOUly� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOATION 1ST ]FdUINDATION 21ND FRAMING / STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE -/,)INSPECTOR 3,1 � � Co 2:; - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLATION [ w�=M AL wvw_ FSUL FI PLUMBING ATION ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING r - DATE � INSPECTOR '� �� o��oF souryo N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: >]R UMBING CATION NAL I l FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I 1 ELEctFticnL (FINAL) [ ]CAULKING DATE � INSPECTOR '� ROUGH FRAAMtCF & PLUMING INSULATION PER N. Y. STATE ENERGY CODE FINAL e e� F, rA r. y t� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined /0//0,20 /'f Approved to AO 20_L�_ Disapproved a/c, Expirationtljp 20_/b_ BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. �9a 7III OCT _, 2014 BLDG. DEPT. TMN OF SOUT22 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Suryey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Mail Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date- 20 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) (Mailing 6ddress of appli State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises rlu,VI r c )t << n (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. +5911—H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on House Number Street County Tax Map No. 1000 Subdivision work will be done: C . f fGil O VBG __ t�t, Hamlet Section i o 4 Block . Lot ©( 2 Filed Map Nox Lot 2. State existing use and occupancy of premises and i a. Existing use and occupancy Sfi b. Intended use and occupancy proposed construction: 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost kso'oo0 Fee 5. (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor -- If garage, number of cars tw- o 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 42'-4- " Rear 47-'-4 Depth Height I7 I-1 - Number of Stories CNG' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories � I 8. Dimensions of entire new construction: Fro -Oft Rear 2d -O uDepth � Height 14-t T& " Number of Stories ©tUE I 9. Size of lot: Front 116 ��� Rear (�ot 4-51 Depth IV0 ^0 u 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 42 (_4,u 'Zz -o " 13. Will lot be re -graded? YES NO ✓ Will excess fill be r=oved from�premises? YES / NO 14. Names of Owner of premises DoNU Address N Y N Y i=4- Phone No. 13 4 3q ( Name of Architect WUEU * STMAAQ Address CdWk03,W4 Phone No ? 4-- & 06' Name of Contracto','kfDD (WRKS Address jwfiffw Phone No. ut$ -7 4o_ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSO&L ) jjqa&a.3 0. S 49M Gs being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above, }named, (S)He is the { f e (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 day of �Q 4V otary Public RICMARDS Signature of Applicant NOTARY PUBLIC, STATE OF NEW YORK NO. 01818042487 OUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30, 20 �� New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 50 Circle Road, SUNY @ Stony Brook, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 - Fax: (631) 444-0360 Website: www.dec.ny.cLov LETTER OF NO JURISDICTION September 9; 2014 Mr. Dennis Donlin 78 Charles Street — Apt. 5E New York, NY 10014 Re: Application #1-4738-03573/00002 8417 Skunk Lane. Cutchogue SCTM#1000-104-03-012 Dear Mr. Donlin AM Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the contour line at elevation 16, as shown on the survey prepared by Stanley J. Isaksen, Jr. dated April 29, 2005, is beyond Tidal Wetlands Act (Article 25Y jurisdiction. Therefore,. in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 140ark Carrara Permit Administrator cc: Samuels & Steelman BOH -TW File Scott A. Russell ,��°S"`'r SUPERVISOR' SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 MANAGEMENT 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) 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. C. 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. 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. H you amwerW 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 net 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 wltE-y—our Buildblig Permit Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) IENAME: WW Contact Information 1Tekpb— N—bff) — — — — — — — — — — — — — — — — — Property Address / Location of Construction Work: 1 FORM " SMCP - TOS MAY 2014 S.C.T.M. *: 1000 Date. 1se District 1�3 2L2 **** FOR BUILDING DEPARTME T USE ONLY **** Reviewed By: S W I Date: 10////Y [2/Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger richert[ar�tow( r�iisou ffi.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: (C -IT It Date: Company Name: 64F r cc 1'1�1 Name--:- License ame: License No.: 3 Yo ch M cr Address: Ifo Sa%/rlfoo /t)1 _ 81171 Phone No.: Y JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: C/A�) A y /9 ClruAllr LII . Cu relieG, ut:— r7 6 '76 5 -9Y-1w 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle .All That Apply) *Is job ready for inspection: YE PNO o In *Do you need a Temp Certificate: YES / NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *Neve Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82 -Request for inspection Farm '� S A M U E L S& S T E E L M A N October 1, 2014 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: NEW GARAGE AT THE DONLIN RESIDENCE 8417 Skunk Lane, Cutchogue, NY 11935 SCTM # 1000-104-03-012 This project includes the construction of a non -habitable detached accessory garage, without sanitary nor plumbing. The garage will be located in the front yard, as permitted for waterfront parcels. The garage will be located more than 135 feet to flagged wetlands, greatly in excess of the Southold Trustees jurisdiction. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) NYS DEC letter of non jurisdiction 5) Erosion, Sedimentation & Storm -Water Run-off Assessment Form 6) Application for Certificate of Occupancy w/check for $50. 7) Check for $100 Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 GAKRETT N.87' 0l' 20" E. • -' :'' 569.0 NEf)X STOCKADE ENCrt'0?"47' 5'* 1tI2 SSORY � ' • 7 ' }10U5E. G1 2A - IA NOTEo LOT WUMB RS SHOWN REFL V O, -A ."MAP OF NASSAU ' FARMS" F(Lr:i) IN 'TUE SUFFOLK COUNTY CLERK'S OFFICE As MAP N? 1179 DOCK s 5.v oI- I;ISURA`�CL' L G\T,a Z i 'FORK $AMM, { E Y E ;) o Ar P k t L 7 2 M •�37 o x xw NI v 7. GtZE NPOR•ti , WEW YOVV N o • BAY Ica ILU x i± a �c � Q 0 GAKRETT N.87' 0l' 20" E. • -' :'' 569.0 NEf)X STOCKADE ENCrt'0?"47' 5'* 1tI2 SSORY � ' • 7 ' }10U5E. G1 2A - IA NOTEo LOT WUMB RS SHOWN REFL V O, -A ."MAP OF NASSAU ' FARMS" F(Lr:i) IN 'TUE SUFFOLK COUNTY CLERK'S OFFICE As MAP N? 1179 DOCK s • bE'•r,a •ipc c: MA P''OF . 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PROPERTY �u,,a7JSUR�V EY i) F 0 R ' - +: K R 0 SITUATE AT P E O IN I C TOWN O 1310UTIAOLTD, WY. z ir r»,•r nye tn• a -!•_a fi�•-cz r: ;'st n'� en!y in th^ s-•r�++n t^-oS�;� 4h^ rt.: rr1 t: E••C crena ^:r . i".*It{' 01 )'3M 4.ti•1. to ��� i tit! - . rl •--rr.��nt 7 :i -1rvy rn� i2n'':fvf IR :112f.M Ei:,6� h+raon ....!1 10 •ig2.7 of thr tCrC'R+ij hers- itl:ir:n. iil• •anis-K rr� r+^t Ua^s;�r5:a to ra':+:Icl .0 Ir./. 15 7210 11 CI SUt}SC,L'O!tt 7_5VISH)' • APQIL 20, 1912 0 = 1IZO'-41 PIPE GUARANTEE -1) TO THE CWICAGG ;+T LL I;ISURA`�CL' COMPAN`f AND 'I HE NOVTk 'FORK $AMM, A�1t: TRUST MYIPAI1 y E Y E ;) o Ar P k t L 7 2 \]5j/)UjJA\SRV VA !`� l f TU�/ L• V V 1 V SON __4 LICENSED LAW 1) 5UPXSY9YZS GtZE NPOR•ti , WEW YOVV CHAIN C 6CE \ OVEUNE Z O v EXISTING SHED TO REMAIN EDFsE OF EX wmtp DRIVEWAY TO BE REMOVED STABILIZED GOWTF E4TRANCVATA6I146 zO LATI'lPf16Q• 5 �0 rn \ QVI r AREA OF EXNSTIN6 DRIVEWAY TO BE REr40'VED Llor 1 v � ll TIDAL WETLAND BOUNDARY AS �DEtZATIED BY EN—CONSULTANTS, INC. ON MARCH 12, 2007 s, 0ock LITTLE CREEK EXISTING \ \/ \ I& RESIDENCE � \ \ \ � � / 1 � � \ 1\\ \ A AREA OF LAND 019nPROANM - / \NO GLEARINs WMARM. \ � SEEDgi6 AT CIOWMJ� 1 \ /�l \. S = 87*0 1 0 W— � \�s T1 16.76 RIGHT OF WAY TO SKLWC LAWS AMMOX. 165 FT. ♦OO ry�o G SITE DATA SCTY 0 1000.105.03.012 PROPERTY: 8417 SKUNK LANE ADDRESS CUTCHOGUE. NY 11835 OWNER: DENNIS J. DONLW 7s CHARLES STREET APT. SE NEW YORK. NY 1001 (� SRE 26.818.73 of ■ 0.658 mm ZONING: R.40 SURVEYOR- STANLEY ISAKSEN PO BOX 214 NEW SUFFOLK, NY 11858 LICENSE • 49273 DATED 4f21105 NMM 0"AT10W M2 MWWN AFM IN M4 NWD yMMy��4 ROOD L91! DA��T�,A,yy�a,>+aw I6�1'�RO�PI�rAId M isrow, TlCTNl v' T! hfAY � = DRAINAGE CALCULATIONS AREA OF NEW GARAGE DRY M I A#" x WAWA" x PLWWP P CI= A'R'M) wo ar x WIZ rrJ x ID - a Cu rr. Iw. A) M PIANO! x W NNNW POOL A) r X W Wow GRAN ow ■ NN.q CY. rr. MovO IMI ® l"A Cu. rr. > ala CWL rr. AREA OF NEWADaW I NG DRIVWAY DRY Y'aLL AMA x PAWALL x MOW TACTOR OW60 MW W x WIZ PQ x Q7 - Z" CU. rr. UMW r VLA&MM x 4' NNNI POOL pA V x 4' a am MAN PAW • OnA Cu rr. rRovlow IIamI 0"A cu rr. > 2" Cu Pr. TESI HOLE sa f o", KY• CN ZZ C7 oRIORM& dop" O!' DAM OMM "Or LOAM CL ano►w "rr aAw of r"m m"" Nle "a W. "mm 0. IT 2 OG U. Z FS m W V a W Z Z W Z W Z Y cc oz. Lrr chin TS °AML •/1/A SITE PLAN D uTncE LOT 38 Ell-calst4Tam W. XEI 1Z Sw7 BAY AVENUE k a a 12 NO 07 ADD TOrOGMMn. MM WMA" LEMS. FLOOD ZOW. TEST NOLE DOZE n INR 07. Z = FO 0 A00 IM ME7LAND SDISIG M 1. =ADV Of WAN FIXED t n== W= AM %= LOW SM LSE FAST SDE OF WAK SURVEY OF LOT 2A, AND P/0 2, ; _ & 1A IN MAP OF NASSAU FARMS SITUATE AT PECONIC LOCATED IN CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: DENNIS J. DOiNIA,'4 FM# 1179 DATE FILED MAR 28, 1935 TMI 1000-104-03-012 GUARANTEED TO: DENNIS J. DONL IN SUSAN S. DONLIN COMMONWEALTH LAND TITLE INS. CO. TEST HOLE DONE BY McDONALD GEOSCIENCE. SOUTHOLD. N.Y. ON 22 MAR 07 ORIGINAL GROUND SANDY LOAM OL BROWN SILTY SAND SM 4' PALE BROWN FINE SAND SP 14.5' WATER WATER IN PALE BROWN FINE SAND SP 17' GUARANTEES MCA ED MERE ON SHALL RLMI OACY TO TME PERSON FOR NEIOMI THE "WY IS PREPARM AAD OW hW NUMF TO THE MLE COIPANY. OOMWAWNTAL ALEIVCY. LOOM AYSTTlUMV, i LISTED MMM. AMD TO TME ASSIG MEES GF TILE LGAMW MVSMUIM GUARANTEES AAE NOT AGUMSfE'M" 70 ADOIDONAL MVSATUMNS ON SrARSEO NNT OMNERB LWAUTHOIWZ D ALTS M7M OR ADDITM TD DO SUlRWY LS A NOLAAQW OF SECDW nN OF THE MEW YDA'K STALE EDUCARW LAW COPS:S OF INS SURVEY MAP NOT SEARMVG TME LAAV SIARYEYORS EIMOLSSED SEAL SHALL NOT ME CONSE)EERED TO K A VALD TRUE COPY. NOTES: ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD. THE FLOOD ZONE DATA SHOWN IS FROM PANEL 164 OF 1026; SPECIFICALLY MAP NUMBER 36103CO164 G, EFFECTIVE DATE MAY 4, 1998. SURVEYED: 29 APRIL 2005 SCALE 1"— 30' AREA = 29,108 S.F. OR 0.668 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK. N.Y. 11956 631-734-5835 LICENSED LAND SURVEYOR NYS Lic. No. 49273 05R 1401 Ex RE z O 0 CHAIN LINK FENCE n 2' /- 0 ER LIN �Q TIDAL WETLAND BOUNDARY AS 1 Odd DELINEATED BY EN—CONSULTANTS, INC. ON MARCH 12, 2007 LATTICE F ENCE 51) \ 0 00 o » \ Q1 2 0 Co \ \ \ \ \\ \ \ \ EDGE OF EX I STING DRIVEWAY TO BE REMOVED CONCRETE AA5HOUT 4=1 ?F EXI5TIN6 \ � 4A`1' TO BE R 51 S NC �� ( -y ED \ \\\ \ \ d :, -. ;A. iry.' :•s t •' ( 'i,: • \ \ X76U IL I.t� •:v :' :i. •.�s�w•�C,`7. ':•ter 3ayti .• \ \ t • ..,�;� -•'• 5TOCKP\I L r.4.• •�;Y, t. t-:.. AREA ,�,• :�_a .moi??y .. •r+•'•r• t :'1.: �� t \ ' �+' • y., wt t'l.,`•".h �i.i�t•,:•' +r.. jJ.j, / j •r+: t f:••�•;"• . Y'••. AREA OF LAND D15TURBANCE. '""'• NO CLEARING REQUIRED./ �: :�� :_ •;.r" +' , v \ PROVIDE LAWN SEEDING AT :.M .,.t;: CONCLUSION J zli:pZIT 1..�Jt.r :.•i•". ._.,. j•j re:• , O� y.. :, ::.i• .j•V . ,.t.;•t �:: t.• �Y �f.•� �h :.tj•. ` •• y� ,:,••,: \ •♦sr• 4• ' i .t:::`•. t h► •' b. .: . ,�S':r i`�,Jj •.?`, 1 •.'�Y}•. ,.• ''t .� > fir• r.:• 'Y' ♦. �'a.Ji,'�•, .•'M,M1•Y •+•'••'r .',., �\`•ti• .i. r. i• •'•t• w ��, �.• +� •r.��, •..r't;= `: •"t. •_.:,: i;,u .. ••,: ::• . t• ...1'• : �.'� . t. .•�••.. + <jir i •'r. `. r.r...f„ t. +'• •.' ;.`.'.}.i•;�S "•'pd,' 1 t.-.:'ql,. ;t�•+'�t `•,.::'S:P t• ��'��.;•.., •• C•t', .+••• "�w. �Yi,'i 't<: trt,'1' ..S 4r�f'. AwM •. • .,Lw •;•C"3� "V •+�:`:l:=tr: � 41�.'. ;� ~" •h A, `,: ••a. .i •: r r.Ct tyr t• .,. i ti... dS'. •'t. :.,�r•�e.. `` ..�••: ..r.: ^e•' •••t»:t r•'� j1 Y, ....:Y t,' + :J.trkl •'„'..' •Y :..i :Y,t� .. M• 1i•' I 1 •r t•t.' •h:•a.e•i'. +• .�•:j_/i;,•+.:i ••.Jn r''•t•••• a �:'r•,'�w '.'• �}: �%t�i�s�•, �\ 7/� .. i,;. ,.fit: •'' '•l ':t::t �.r:.... i.; •r,�, •t; •; ".:. % r, t• J': t: r •a«;, ;•: . L,,n' .'ti.• , J�, .tJ'.t: }.•'+'�l •�: � t`:.•Nttt,,, i p• n♦• .tom tom' 't. .,r ` .. •••i,,.t :.:'.� .. t. }: ..' w1"•�'». r t • • w i ttt• y wi• •'t.t ., •,y,.,Y...♦....,, J r.. • I•�.T .� �� •Y ;• .•r:•ir{:�,'�•�„"�yr,•r •t. ~t'=:'� .t 'r ! ., +. ♦:• Y STABILIZED GONSTRUG ON ENTRANCE/STAGING !r A - 116. /b RIGHT OF NAY TO 5KUNK LANE, APPROX. 165 FT. ri TE \AG LITTLE CREEK SITE DATA SCTM # 1000-104-03-012 PROPERTY: 8417 SKUNK LANE ADDRESS CUTCHOGUE, NY 11935 OWNER: DENNIS J. DONLIN 78 CHARLES STREET, APT, 5E NEW YORK, NY 10014 SITE: 28,686.73 sf = 0.659 acre ZONING: R-40 SURVEYOR: STANLEY ISAKSEN PO BOX 294 NEW SUFFOLK, NY 11956 LICENSE # 49273 DATED 4/29/05 NOTL`5: ELEVATIONS SHOWN HEREON ARE IN 1929 N6VO. THE FLOOD ZONE DATA 5HONW 15 FROM PANEL 164 OF 1026; SPECIFICALLY MAP NUN43ER 3610360164 6, EFFECTIVE DATE MAY 4, 1946. DRAWAGE COF NEIN GARAGE DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DA -A) 5'12 SF x (2/12 FT) x 1.0 - 415 GU. FT. USE: (1) 8' DIAMETER x 4' Hl6H POOL (1) &X W STORM DRAIN RING = 168.9 CU. FT. PROVIDED REQU4RED 168.41 CU. FT. > q5 CU. FT. AREA OF NEWIEXISTING DRIVEWAY DRY WELL AREA•', x RAINFALL x RUNOFF FACTOR (DA -0) 2565 SF x (2/12 FT) x 0.1 : 2qq CU. FT. USE: (2) 8' DIAMETER x 4' HI&H POOL (2) &X 41 STORM DRAIN RINE s 551.8 CCU. FT. PROVIDED REQUIRED 551.6 CU. FT. > 2419 CU. FT. EST McDONALD HC OLE E, ` SOLIOLD, N.Y. ON ,22 MAR OT i APPROVED AS ' 0` ORi6INAL GROUND 0.5' DARK BROM SANDY LOAM OL BROW* 'SILTY SAND 5M DATEB. P. #3��.� 4' FEE: ` � _ BY 0. NOTIFY BUILDING DEPA_ . 765-1802 8 AN] TO 4 W11 r E FOLLOWING INSPECTI(7 ! PALE BROWN FINE SAND SP 1. FOUNDATION - TPJC' FOR POURED COQ, 2. ROUGH - FRAVNG ; STRAPPING. ELEC TR;_4_1 aCAULKIN 14.5' WATER 3. INSULATION WATER IN PALE 4. FINAL - CONSTRUCT!^"I & ELECTRICAL BROYW FINE SAND SP MUST BE COMP! E I r., r C 0. I7' ALL CONSTRUCTION L MEET THE REQUIREMENTS OF ThL; CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCI ION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE i C'r,"'J CODE. DRAINAGEk�UlRIJ Contact T' Backfill, O:, i Lngineer's Certification that the drainage has been installed to Code. SCALE: V = W-01" W . •':jt ::: j:%•,:'! is • • / \/ LL>11mt� zz Lu W r°01' O 0"w S 87 116. /b RIGHT OF NAY TO 5KUNK LANE, APPROX. 165 FT. ri TE \AG LITTLE CREEK SITE DATA SCTM # 1000-104-03-012 PROPERTY: 8417 SKUNK LANE ADDRESS CUTCHOGUE, NY 11935 OWNER: DENNIS J. DONLIN 78 CHARLES STREET, APT, 5E NEW YORK, NY 10014 SITE: 28,686.73 sf = 0.659 acre ZONING: R-40 SURVEYOR: STANLEY ISAKSEN PO BOX 294 NEW SUFFOLK, NY 11956 LICENSE # 49273 DATED 4/29/05 NOTL`5: ELEVATIONS SHOWN HEREON ARE IN 1929 N6VO. THE FLOOD ZONE DATA 5HONW 15 FROM PANEL 164 OF 1026; SPECIFICALLY MAP NUN43ER 3610360164 6, EFFECTIVE DATE MAY 4, 1946. DRAWAGE COF NEIN GARAGE DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DA -A) 5'12 SF x (2/12 FT) x 1.0 - 415 GU. FT. USE: (1) 8' DIAMETER x 4' Hl6H POOL (1) &X W STORM DRAIN RING = 168.9 CU. FT. PROVIDED REQU4RED 168.41 CU. FT. > q5 CU. FT. AREA OF NEWIEXISTING DRIVEWAY DRY WELL AREA•', x RAINFALL x RUNOFF FACTOR (DA -0) 2565 SF x (2/12 FT) x 0.1 : 2qq CU. FT. USE: (2) 8' DIAMETER x 4' HI&H POOL (2) &X 41 STORM DRAIN RINE s 551.8 CCU. FT. PROVIDED REQUIRED 551.6 CU. FT. > 2419 CU. FT. EST McDONALD HC OLE E, ` SOLIOLD, N.Y. ON ,22 MAR OT i APPROVED AS ' 0` ORi6INAL GROUND 0.5' DARK BROM SANDY LOAM OL BROW* 'SILTY SAND 5M DATEB. P. #3��.� 4' FEE: ` � _ BY 0. NOTIFY BUILDING DEPA_ . 765-1802 8 AN] TO 4 W11 r E FOLLOWING INSPECTI(7 ! PALE BROWN FINE SAND SP 1. FOUNDATION - TPJC' FOR POURED COQ, 2. ROUGH - FRAVNG ; STRAPPING. ELEC TR;_4_1 aCAULKIN 14.5' WATER 3. INSULATION WATER IN PALE 4. FINAL - CONSTRUCT!^"I & ELECTRICAL BROYW FINE SAND SP MUST BE COMP! E I r., r C 0. I7' ALL CONSTRUCTION L MEET THE REQUIREMENTS OF ThL; CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCI ION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE i C'r,"'J CODE. DRAINAGEk�UlRIJ Contact T' Backfill, O:, i Lngineer's Certification that the drainage has been installed to Code. SCALE: V = W-01" W W 0 LL>11mt� zz Lu W z _ O JI�..O V mW ~ >m V w w W 0 z ui V Z V a � rN W z Z. fed Yl • W J W• W• CO) CO) - 001, 0F NEW Y,o COQ�G SA/110 O� �N PROJECT NO: DRAWN BY: UT CHECKED BY: TS DATE: 8/1114 SCALE: 1"=10'-0" SHEET TITLE: SITE PLAN SHEET NO.: STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. Stone size - use 2 Inch stone, or reclaimed or recycled concrete equivalent. 2. Length - not less than 50 feet (except on a single residence lot when 30 foot minimum length would apply). 3. Thickness - not less than six (6) Inches. 4. Width - twelve (12) foot minimum, but not less than the full width at points where Ingress or egress occurs. Twenty-four (24) foot If single entrance to, am. ...,� 5. Geotextile - will be placed over the entire area prior to placing of stone. 6. Surface water - all surface water flowing or diverted toward construction entrances shall be piped beneath the entrance. If piping is impractical, a mountable berm with 5:1 slopes will be permitted. 7. Maintenance - the entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights-of-way, all sediment spilled, dropped, washed or tracked onto public rights-of-way must be removed immediately. a. When washing Is required, it shall be done on an area stabilized with stone and which dmins into an approved sediment trapping device. 9. Periodic Inspection and needed maintenance shall be provided after each rain. • TOP OF EXISTIN& &RADE CAST IRON FRAME AND COVER TO &RADE (A5 REQUIRED) PERMANENT STORM WATER RUNOFF CONTROL MEASURE EXISTiN& GROUND 2" STONE OR RE01CILED C 50' MIN COMMERCIAL 30' MIN REIDENTIAL 1_0H �-FILTER FILE CLOTH 50' MIN COMMERCIAL 30' MIN REIDENTIAL EXlSTIN& T`• ••i•. ".• •? :. .. ter. •• •'• •'•• •tit � ••:. •,' ,�.•: .'.'�:: •• . &ROUND A•'. �• ::,::. •rti• � • ::`:: '' � •• . •. - ,. - . •t••: ::, � ., 12" MIN. OR MATS ADJACENT ROAD M DTH :t STABILIZED CONSTRUCTION ENTRANCE SCAM 10' MIN. TRAFFIC SLAB (SEE PLANS FOR LOCATIONS) 46" HI&H x 46" DIA DRAINA6E BASIN GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of - 1. Installation of temporary erosion control measures (silt fence barriers), see detail 3-SP2 2. Clearing of trees and brush in areas shown on Site Plan 3. Installation of the driveway stabilized construction entrance, see detail 2-SP2 4. Excavation for a new building foundation (+/- 3 ft below finished grade) 5. Construction of a new foundation 6. Constriction of the new residence 7. Site grading from the public road to the area around the proposed building 8. Construction of underground electric and utility fines from the utility pole at the road to the new building 9. Construction of a new underground water line from the public water main under the road to the new residence 10. Installation of the septic system 11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1-SP2 12. Installation of underground piping from gutters and downspouts to the drainage strictures 13. Filling and grading of sod above drainage structures 14. Construction of new driveway and parking areas including grading and driveway surfacing 15. Installation of new landscaping plants, lawns 16. Removal of the temporary erosion control measures BACKFILL SITE DATA MATERIAL TO Site Area: 155,276 sf = 3.565 ac BE GLEAN SAND Sod Classification: See test hole AW &RAVEL Receiving Waters: Long Island Sound Contractor: N/A EXISTIN& PAVEMENT MOUNTABLE BERM (OPTIONAL) POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited to, the following shall be employed during construction: A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with the sod conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soll it compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 RWI00 sq. ft.) c. Seed Mixtures 1. Temporary seedlings a. Ryegrass (annual or perennial) @ 30 lb er acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook" winter rye (cereal rye) C 100 lbs. per acre (2.5 lbs per 1,000: sq. ft.) use winter rye if seeding in OctobwMovember. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shad be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the knits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shag be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. Ali runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. 1. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. K. During construction, the contractor will comply with all .kcal regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shard be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shail periodically clean up any debris accumulated along the temporary farce and empty the dumpsters regularly. The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of lho SWiPPP where appropriate. DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SiTE Construction materials shall include concrete wood koros, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets,fang and lloorirrg materials, finished roe siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. Waste materials shall include demolition materials from ft existing bulkiktg structure, unused building materials and products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials wig be temporarily stored and dumpster shall be emptied weekly by a private carting company. BUILDING PERMIT SET W LU V O V. Z Z Z 0WW Z 000 =11 ,J s, O V mW LLT W OZ Z Coll wJ� (.) Z D 4QN 3:01W Z *I Z. m a• u WJ a D W• W• m a� • OF NEW YO,4, SAMA CO O U ,Q 0183 PROJECT NO: DRAWN BY: UT CHECKED BY: TS DATE: 3125/14 SCALE: NTS SHEET TITLE: SWPPP DETAILS & NOTES SHEET NO: 2 SCALE: 1/4" =1' -0" SCALE: Ur ■ 1' 4" SCALE: 1/4" =1' -0" SCALE: 114"m 1, -0" ALT SHINGLE ROOD TO MATCH HOUSE BLDG PAPER ON %" PLYM. AN& ON 2x"16* RAFTERS. PROVIDE AR TIES 092" O.G. IC, FASCIA BOARD. PROVIDE VENTED 5OF'FIT BELOW. PROVIDE ALUM. LEADERS "M CAVE EDGES, LED TO DRYY`ELL . CLAD ANDERSEN WINDOW w/y4x4" 46 W2" SILL :EDAR SHINOL25 TO MATCH HOUSE ON .YWD. SHEATHING ON 2x4016" STUDS K. GONG. FOUNDATION ON 8"xl6" POURED FOOTINS K42)04 REBARS 9L1_/7" FLOOR PLAI I SCALE: 1/4" =1' -0" W s I- W �c V 0 LLO Tolp z (9 W w W z ..I O - C 1)No s mW� Ww O z z Lu J Z z m o he W Z of z • U) t• r r � W. W. t 1- • Cc to - OF N E W YO C. S,y�G'Qir' O�Pg Z 018350-1 G P ECT NO: X TCS HIECKED 816114 1/4" =1' - 0" HEET TITLE: ELEVATIONS SH ET NO: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT 5TRU071JRAL REVIEW BY STEVE MARE5CA, PE FOR WALL OPENING PROTECTION OFI:20 MPH 3-5ECOND WIND 6U5T5 155-01 WE5T MONTAUK HIGHWAY, HAMPTON BA -,r5, NY 11c'146 (MAXIMUM MEAN ROOT= HEIGHT: 3�') SII�IPSON LSTA - zo 6A,�E PHONE 631 725 Q450 RIDGE STRAP - Au. ROM RAPTERS USEIOCCUPANCY • "x� °o M CLASSIFICATION �. DESIGN CRITERIA. I` ICE SHIELD uNc)eRl-AYMw NON -HABITABLE ACCE55OR'-r SHUTTER ASSEMBLY I ` ` , RE oup - aw PROM EDGE DE516N IN ACCORDANCE WITH AMERICAN N.T.S. oil' FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 410 WIDE SPAN 1 \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/49 APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD i HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I ALTERNATE �U °� 22'-0" MAXIMUM - , I g11„ �.� GROUND SNOW LOAD - 45 PSF. ASSEMBLY: FIRST LEVEL - 40 PSF. L.L. ATTACHING STRUCTURAL PANEL: FA5TEN TO BUILDING w/ ' I 1 *10x3" (w/ WA5HER5) &ALVINIZED OR STAINLF-55 STEEL. I ! L11%INb AREAS - 40 PSF. L.L. WOOD SCREW • 16" O.G. SINFSON HZ HF'RIGANE ]BEDROOMS - 30 PSF. L.L. ALTERNATIVE FA5TENER FOR SHUTTER TO BUILDING: I I • CLIP NAILED. rROM RAFTER TO STUD. - WIND SPEED - 120 MPH GIO TEE NUTS ATTACHED TO BLDG. w/ *10A-1/2 A/ WASHERS) I I TYPIC, ALL RATTERS FIRE AREA MACHINE BOLT • 12" O.G. •�- \ 1 5 - Od NAILS EACH EIV RESIDENCE: X SEISMIC DE516N CATEGORY - B RESIDENCE: I WEATHERING - SEVERE i - ''''EPA R TOTED NLYY4000 TO " OF TOPPRovIVE od coM1"toN FROST LINE DEPTH - 36 I PLATE. �' O.CAT AL. TERMITE - MODERATE TO HEAVY SHEATHIM. TYPE OF CONSTRUCTION DECAY - 5LIGHT I.I-" ` J - CONVENTIONAL. LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES 1 CON5TRUCTI ON I M, TIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS • 2' OG GENERAL NOTES •� I I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. � 121EP05AL SYSTEM AND FRESH WATER SUPPLY I I 1 1 ( I ACCORDANCE NTH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE 1 I I I i I BUILDIN& CODE, AND THE NEW YORK STATE ENERGY HITH THE 5UFroLK COUNTY DEPARTMENT OF HEALTH. TO Ovm LAF BoxG4N5ERVATION GORE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DM16NED IN ES REAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE A66RE6ATE WITH A AGGORDANGE WITH THE NEW YORK STATE ENER6Y l I ! MINIMUM 26 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1-8149SON Ma II Vr VCE - 20 GAM 3. ALL LUMBER SHALL BE &RADE STAMPED VOU&LAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I I I I , I 1 , METAL AL STR•OG. LARCH STRUCTURAL GRADE 02 OR BETTER. GHAN6E5 PRIOR TO AND DURING CONSTRUCTION. 11 1 �'� DoueLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER AS S E MI B L ' STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. z x � •w• o�c. PLATE N.T.5. I I I I i i STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE FOR PANEL SPANS:4 OR WIDER SPAN .� ' I 5. BRIVOIN& TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM 1'( � FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD I I I l I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I I i I b. ALL D1NEN51DN5 AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE EN61NEER WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. 2x4 STRONG -BACKS • 24" OG �.�' �.�•' AROUND SILL PLAT AWAM BOLT--ATE OLT 4 - � FOUNDCONSATION HAS BEEN DESIGNED FOR ATION AND ORVERINS OF 5• S SOILIq. DO NOT BACKFILL A&AIN5T FOUNDATION WALLS ASSEMBLY: I i i Slmmm msm BEARING CAPACITY OF TWO (2) TSF AND &RAVES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREA55EMBLE PLYWOOD TO 2x4'5: * IDx3" (w/ WASHERS) 6ALVINIZED OR I I �� ��� �� '�N �• CONTRACTOR SHALL VERIFY THAT STAINLESS STEEL WOOD SCREW • 12" O.G. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2). INLESS ST STRUCTURAL PANEL- FASTEN TO BUILDING w/ '4 NAS, r4%.To SILL PLATE CONCRETE `LABS TO BE COMPACTED TO 415% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR SIOx3" (w/ WASHERS) GALVANIZED OR 5TAI� MSS STEEL • `�o' • . Od ILS. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. WOOD SCREW • ib" O.G. I. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21' SMOKE H LEVEL DETECTORS REQUIRED IN EACH A5 REQUIRED BY BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - e3 REDAR Z x b sN.t. PLATE SIO TEE NUTS ATTACHED TO BLD&. w/ SIOxI-I/2 ( w/ WASHERS) AGQ TREATED. SUPPORTED BY DOUBLE UPRI6HT5, 41.0 FT AND OVER NEW YORK STATE BUILDING CODE. MACHINE BOLT • 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE sEE rOUNDATION VMS.-- �' ' MINIMUM OF 2-2xb OR AS SHOWN ON DRAWING. POR DeSION. ° w�� 04l.22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO , ; • 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REGUIRIN& A BUILONS N& PERMIT WINDOWS - GLAZED OPENING PENETRATIONS Now REQUIRES THAT ALL SLEEPIN& ROOMS IN THE PROTECTION 15 REQUIRED FOR ALL &LAZED AREAS. 4. PROVIDE FLASHING AT ALL ROOF BREAK5, HOUSE BE UPGRADED WITH HARD WIRED S IN ACCORDANCE WITH LAR&E MISSILE TEST OF CHIMNEYS, SKYLI&HT5, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. ASTM E IcIgb AND OF ASTM 1686. AND DECKS ETC.. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 28. THE NYS CODES ALSO APPLY TD AGGESSIRY IN LIEU OF THE ABOVE MENTIONED WINDOWS:10. DO NOT SCALE DRANN65. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOW5 WITH HOLD DOWN +SHEAR CONNECTION HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RE5PON51BLE 24. &ARA6E DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION or- PANELS FPANELS TO BE MAINTAINED ON SI'D'E. SHALL COMPLY NNYSBC CHAPTER *2504.q.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONlNb AND BUILDING GODS COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME GONSTRUGTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d • 4" 4 PAPER ASSOCIATION DOU&LAS FIR --LARCH STRUCTURAL &RADE No. 2 OR o.c. EXTERIOR EDGES AND b d • 12" oz. BETTER. o INTERMEDIATE. SIZED FOR CAI COMMON NAILS; CONTACT ARCHITECT FOR BOX NL SIZES 2, ALL SHEATHING TO BE APA RATED, EXPOSURE h RAFTER/TOP PLATE 3-6d (TOE NAILED) MIN. THICKNESS OR A5 NOTED. II. EXTERIORALL INTERIOR AND LA5 HINO AND WATERPROOFIN&SHALL BE BY ARCHITECT. 04.100 CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) S. ALL SUBFLOORIN& TO BE APA RATED STURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER 1-I6d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL E06E5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE GEILIN& JOIST LAPS OVER PARTITION 1-I6d (FACE NAILED) PLYAOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-bd (ea. end 1-1/4" strap) NAIL PLYWOOD SUBIFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR SADLE ROOr5 BLOGKIN6/RAFTER 2-bd (`TOE NAILED) Til- PILE FOUNDATIONS, PROVIDE HURRICANE e 4Io RIM BOARDARAFTER 2-I6d (END NAILEV) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO &IRDER TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, 4'-O AND OVER WITH CONNECTIONS. TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) 'RIS UPRI6HT5. ALL HEAVERS SHALL BE A o STUD/STUD 2-I6d (FACE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWIN6. 13. ALL PRE-ENGINEERED LUMBER SHALL BE &EOR&IA HEAVERAVLAOM Ibd (=AGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD -I -BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, 61RDERS AND ,Log a 0,46 o • W -O" O.G. MIN. PROVIDE 2" SPACE FOR AIR BOTTOM PLATE/FLOOR JOIST 2-I6d (PAGE NAILED) HEADERS SHALL HAVE BEARINb STIFFENERS INSTALLED JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURER5 RECOMMENDATIONS. WEB BRID6{NSIJOIST 2-bd (TOE NAILED) b. DOUBLE FRAMING AROUND ALL OPENIN65 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BLOGKIN6/JOI5T 2-6d (`TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. h SINGLE 1 3/4" 6ABL.E ROOFS BLOCKIN6/51LL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o 109 a c45 O LEDGER STRIP/BEAM 3-I6d (FACE NAILED) "►. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Log a dao PARTITIONS OR AS NOTED ON DRAWINGS. JOIST ON 3-8d (TOE NAILED) COMPONENTS SHALL BE A5 PER MANUFACTURERS PROVIDE bd co -IMON NAILS • 4' O.G. BAND JOIST/JOIST 3-I6d (END NAILED) b. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HksH PRE55URE ZONE - i" O.C. HIP ROOFS AT INTERIOR PORTIONS OP ROOF - M. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 109 a <,so O PLYWOOD ROOF DECKING bd 04" O.G. EDGES, •8. O.G. FIELD "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. STRIP 5HEATHIN6 bd (ONE/RAFTER) 6ALVAN{ZED MACHINE BOLTS • 12 O.G.. NAILS • 4" 0, G. AT PER1r�TER INTERIOR PLYWOOD WALL 5HEATHIN6 bd 04" O.G. EDGES, •b" Q.G. FIELD 4. NAILING 5GHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE bd PORTIONS d PANELS IN HIGH T PERIMEZONES. PLYWOOD a LOOK DEGKIN6 bd •b' O.G. Z06E5, •12"' D.G. FIELD BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a ■ 4 FT. IN ALL GASES SHALL RECEIVE 5-I0D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE 6ALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. W Lu V O um Z >= z w a WZ 0 ,J O cl)V m Lu >= w w W or z W J V Z o V � Q 0 W Z •: z • co) 4c w T .j 3E • Ooo 6 1% W J *tZM.1 Z W •o 44 �w W • sem. 5^ V� (IDcc, 0F NEWor�i 018350.1 1201 UT CNECKM BY: TCS STRUCTURAL NOTES & DETAILS WEET NO: